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Declaration of performance (as per EU Construction products regulation no. 305/2011)
EN - DECLARATION OF PERFORMANCE ........................ ................................................................ 2
DE - LEISTUNGSERKLÄRUNG .......................... ............................................................................. 10
FR - DÉCLARATION DES PERFORMANCES.................. ................................................................ 18
IT - DICHIARAZIONE DI PRESTAZIONE ................. ......................................................................... 26
CS - PROHLÁŠENÍ O VLASTNOSTECH .................... ...................................................................... 34
DA - YDEEVNEDEKLARATION ........................... ............................................................................. 42
ES - DECLARACIÓN DE PRESTACIONES .................. .................................................................... 50
EE - TOIMIVUSDEKLARATSIOON ........................ ........................................................................... 58
FI - SUORITUSTASOILMOITUS ......................... ............................................................................... 66
HU - TELJESÍTMÉNYNYILATKOZAT ...................... ......................................................................... 74
NL - PRESTATIEVERKLARING .......................... .............................................................................. 82
NO - YTELSESERKLÆRING ............................. ................................................................................ 90
PL - DEKLARACJA WŁA ŚCIWOŚCI UŻYTKOWYCH ..................................................................... 98
PT - DECLARAÇÃO DE DESEMPENHO ..................... ...................................................................106
BG - ДЕКЛАРАЦИЯ ЗА ЕКСПЛОАТАЦИОННИ ПОКАЗАТЕЛИ .................................................114
SW - PRESTANDADEKLARATION ......................... .......................................................................122
LT - EKSPLOATACINI Ų SAVYBIŲ DEKLARACIJA ...................................... ................................130
LV - EKSPLUAT ĀCIJAS ĪPAŠĪBU DEKLAR Ā ...............................................................................138
RO - DECLARATIA DE PERFORMATA ..................... ....................................................................146
SL - IZJAVA O LASTNOSTIH .......................... ................................................................................154
SK - VYHLÁSENIE O PARAMETROCH .................... ....................................................................162
HR - IZJAVA O SVOJSTVIMA .......................... ...............................................................................170
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
DECLARATION OF PERFORMANCE HECO-DoP_ETA_15/0784_MMS-plus_1606_GB
1. Unique identification code of the product-type:MULTI-MONTI-plus (MMS-plus)
2. Type, batch or serial number or any other element allowing identification of the construction productas required pursuant to Article 11(4):Identification acc. ETA-15/0784 annex A2, A3Batch number: see packaging of product
3. Intended use or uses of the construction product, in accordance with the applicable harmonisedtechnical specification, as foreseen by the manufacturer:ETA-15/0784 annex B1
Anchor type Screw anchor
For use in Concrete C20/25 - C50/60 (EN 206)
- uncracked: Ø6, Ø7.5, Ø10 and Ø12- cracked: Ø6, Ø7.5, Ø10 and Ø12
Option/Category Option 1
Seismic: category C1
Stress static, quasi-static loads, seismic (Ø10 + Ø12), fire exposure
Material/Versions Galvanized steel:
- for structures to dry internal conditions
- different head versions
4. Name, registered trade name or registered trade mark and contact address of themanufacturer as required pursuant to Article 11(5):HECO-Schrauben GmbH & Co. KGDr.-Kurt-Steim-Str. 2878713 Schramberg (Germany)
5. Where applicable, name and contact address of the authorised representative whose mandate coversthe tasks specified in Article 12(2):-
6. System or systems of assessment and verification of constancy of performance of the constructionproduct as set out in Annex V:System 1
7. In case of the declaration of performance concerning a construction productcovered by a harmonised standard:-
Page 2 from 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_GB
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
8. In case of the declaration of performance concerning a construction product for which a European Technical Assessment has been issued:
Technical Assessment Body: Deutsches Institut für Bautechnik (DIBt)
Notified Body: Otto-Graf-Institut Stuttgart, ID number 0672 European Assessment Document: ETAG 001 part 1, 3 (04.2013)
Certificate of Conformity: 0672-CPR-0635
9. Declared performance
Essential
characteristics Design method Performance
Harmonized
Technical
Specification
Characteristic values
for tension
ETAG 001, annex: C,
methode A
CEN/TS 1992-4:2009,
methode A
ETA-15/0784: annex C1
ETAG 001 Part 1, 3
ETAG 001, annex E
EOTA TR 020 (fire
resistance)
EOTA TR 045 ETA-15/0784: annex C2
EOTA TR 020 (fire
resistance)
CEN/TS 1992-4: annex D
ETA-15/0784: annex C3
Characteristic values
for shear
ETAG 001, annex: C,
methode A
CEN/TS 1992-4:2009,
methode A
ETA-15/0784: annex C1
EOTA TR 045 ETA-15/0784: annex C2
EOTA TR 020 (fire
resistance)
CEN/TS 1992-4: annex D
ETA-15/0784: annex C3
Installation parameters
ETA-15/0784: annex B2
Displacement for
serviceability limit
state
ETAG 001, annex: C,
methode A
CEN/TS 1992-4:2009,
methode A
ETA-15/0784: annex C4
10. The performance of the product identified in points 1 and 2 is in conformity with the declared performance in point 9. This declaration of performance is issued under the sole responsibility of the manufacturer identified in point 4.
Signed for and on behalf of the manufacturer by:
Schramberg, 01.07.2016 i.V.
Andreas Hettich, Head of PM/Marketing
Page 3 from 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_GB
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Specifications of intended use
Use of the anchoring: Static and quasi static loads: all sizes. Seismic category C1:
MMS-plus all Versions, size 10 with maximum embedment depth (hnom2) and size 12 with the embedment depth hnom 1 and hnom 2.
Fire exposure: all sizes.
Base Materials: Reinforced or non-reinforced normal weight concrete according to EN 206-1:2000. Strength classes C20/25 to C50/60 according to EN 206-1:2000. Non-cracked and cracked concrete: all sizes. Conditions of use (Environmental conditions): Structures subject to dry internal conditions. Design: Anchorages are designed under the responsibility of an engineer experienced in anchorages and
concrete work. Verifiable calculation notes and drawings are prepared taking account of the loads to be anchored.
The position of the anchor is indicated on the design drawings (e. g. position of the anchor relative to reinforcement or to supports, etc.).
Anchorages under static or quasi-static actions are designed for design method A in accordance with:
- ETAG 001, Annex C, edition august 2010 or - CEN/TS 1992-4:2009
The design of the anchoring under seismic action have to be carried out in accordance with: - EOTA Technical Report TR 045, edition February 2013 - Anchoring’s have to be placed outside of critical places like plastic hinges. - A distance mounting or mounting with mortar layer is not allowed.
The design of the anchoring under fire exposure have to be carried in accordance with: - EOTA Technical Report 020, edition Mai 2014 or - CEN/TS 1992-4:2009, Annex D - In case of requirements for resistance of fire exposure it must be ensured that local
spalling of the concrete cover does not occur. Installation: Hole drilling by hammer-drilling only. Anchor installation carried out by appropriately qualified personnel and under the supervision of the
person responsible for technical matters of the site.
In case of aborted hole: new drilling at a minimum distance away of twice the depth of the aborted
hole or smaller distance if the aborted hole is filled with high strength mortar and if under shear or
oblique tension load it is not the direction of the load application.
The anchor may be used only once.
After installation further turning of the anchor must not be possible.
The head of the anchor must be supported on the fixture and is not damaged.
Annex B1
Page 4 from 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_GB
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table B1: Installation parameters MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Nominal drill diameter d0 [mm] 5 6 8 10
Drill bit cutting diameter dcut
≤
[mm] 5,40 6,40 8,45 10,45
Depth of borehole h1
≥ [mm] 40 50 40 65 60 75 85 100
Diameter of clearance hole in the
fixture df ≤ [mm] 7 9 12 14
Diameter Countersunk dh [mm] 11,5 15,5 19,5 24
Min. thickness of the concrete
member hmin [mm] 100 100 100 100 100 115 125 150
cracked
and
uncracked
concrete
min. spacing
smin [mm] 30 30 40 40 40 50 60 60
min. edge distance cmin [mm] 30 30 40 40 40 50 60 60
Recommended installation tool [Nm]
Impact screw driver, max. power output Tmax according manufacturer information
75 100 100 200 250
Torque moment for threaded version
(type MMS-plus V) Tinst [Nm] - 15 20 30
Annex B2
Page 5 from 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_GB
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C1: Characteristic values for static and quasi-static tension MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 1)
45 35 1)
55 50 65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance
NRk,s [kN] 10,8 17,6 32,1 49,9
VRk,s [kN] 4,1 6,1 13,7 24,1
k2 2)
- 0,8
M0Rk,s [Nm] 6,7 14,1 34,5 66,8
Partial safety factor γ2 - 1,25
Pullout
Characteristic resistance in uncracked
concrete C20/25 NRk,p [kN] 4,0 6,0 4,0 9,0 12,0 16,0 20,0 25,0
Characteristic resistance in cracked
concrete C20/25 NRk,p [kN] 1,0 1,5 2,0 4,0 6,0 9,0 12,0 16,0
Increasing factor for
concrete
C30/37
Ψc -
1,22
C40/50 1,41
C50/60 1,55
Concrete cone failure and splitting failure
Effective anchorage depth hef [mm] 26 35 26 43 36 50 57 70
Factor for cracked kcr
2) - 7,2
uncracked kunc 2)
- 10,1
Concrete cone
edge
distance ccr,N [mm] 1.5 hef
spacing scr,N [mm] 3 hef
Splitting
edge
distance ccr,sp [mm] 1.8 hef
spacing scr,sp [mm] 3.6 hef
Installation safety factor γ2
3) =
γinst 2) - 1,0
Concrete pryout failure
k-factor k3) = k3
2) - 1,0 2,0
Concrete edge failure
Effective length of the anchor
under shear loading lef = hef [mm] 26 35 26 43 36 50 57 70
Effective diameter of the anchor dnom [mm] 5 6 8 10
1) Only for non-structural applications
2)
Parameter only relevant for the design according to CEN/TS 1992-4:2009
3) Parameter only relevant for the design according to ETAG 001, Annex C
Annex C1
Page 6 from 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_GB
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C2: Characteristic values for seismic actions C1
Size MMS-plus 10 12
Embedment depth in concrete hnom
[mm]
hnom2 hnom1 hnom2
65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance NRk,s,seis [kN] 24,1 37,4
VRk,s,seis [kN] 9,6 16,9
Pullout
Characteristic in cracked
concrete NRk,p,seis [kN] 6,8 9,0 12,0
Concrete cone failure
Effective anchorage depth hef [mm] 50 57 70
concrete
cone
edge distance ccr,N [mm] 1,5 hef
spacing scr,N [mm] 3 hef
Installation safety factor γ2
- 1,0
Concrete pryout failure
k-factor k
- 2,0 1,0
Concrete edge failure
Effective length of the
anchor under shear
loading
lef = hef [mm] 50 57 70
Effective diameter of the
anchor dnom [mm] 8 10
Annex C2
Page 7 from 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_GB
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C3: Characteristic values under fire exposure
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Steel failure for tension- and shear resistance (FRk,fi = NRk,fi = VRk,fi)
Characteristic
resistance
R30 FRk,fi [kN] 0,25 0,4 0,5 1,0 1,5 2,3 3,0 3,0
R60 FRk,fi [kN] 0,25 0,4 0,5 0,8 1,4 1,4 2,1 2,1
R90 FRk,fi
[kN] 0,25 0,4 0,5 0,5 1,0 1,0 1,5 1,5
R120 FRk,fi [kN] 0,2 0,3 0,4 0,4 0,8 0,8 1,2 1,2
R30 M0Rk,s,fi
[Nm] 0,5 1,1 2,7 5,3
R60 M0Rk,s,fi
[Nm] 0,3 0,6 1,5 2,8
R90 M0Rk,s,fi
[Nm] 0,2 0,4 1,1 2,0
R120 M0Rk,s,fi
[Nm] 0,2 0,3 0,9 1,6
Edge distance
R30 to R120 ccr,fi [mm] 2 hef
Spacing
R30 to R120 scr,fi
[mm] 2 ccr,fi
Annex C3
Page 8 from 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_GB
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C4: Displacements under tension loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked concrete
C20/25 to C50/60
tension N [kN] 1,9 3,0 1,9 5,3 5,7 7,9 10,7 12,8
displacement δN0 [mm] 0,11 0,11 0,06 0,12 0,06 0,07 0,05 0,19
δN∞
[mm] 0,30 0,28 0,38 1,03 0,75 0,72 0,74 0,60
Uncracked concrete
C20/25 to C50/60
tension N [kN] 0,5 0,7 0,9 2,0 2,9 4,3 5,7 6,4
displacement δN0 [mm] 0,01 0,02 0,03 0,04 0,03 0,09 0,05 0,02
δN∞
[mm] 0,14 0,09 0,12 0,11 0,08 0,09 0,07 0,22
Table C5: Displacements under shear loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked and
uncracked concrete
C20/25 to C50/60
shear load V [kN] 2 2 4 4 8 8 12 12
displacement δN0 [mm] 0,14 0,13 0,09 0,11 0,18 0,13 0,18 0,18
δN∞
[mm] 0,20 0,19 0,13 0,16 0,27 0,20 0,27 0,27
Annex C4
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
LEISTUNGSERKLÄRUNG HECO-DoP_ETA_15/0784_MMS-plus_1606_DE
1. Eindeutiger Kenncode des Produkttyps: MULTI-MONTI-plus (MMS-plus) 2. Typen-, Chargen- oder Seriennummer oder ein anderes Kennzeichen zur Identifikation des Bauprodukts gemäß Artikel 11 Absatz 4: Kennzeichnung gemäß ETA-15/0784 Anhang A2, A3 Chargennummer: siehe Produktverpackung
3. Vom Hersteller vorgesehener Verwendungszweck oder vorgesehene Verwendungszwecke des Bauprodukts gemäß der anwendbaren harmonisierten technischen Spezifikation: ETA-15/0784 Anhang B1
Dübeltyp Schraubanker
Zu verwenden in Beton C20/25 bis C50/60 (EN 206)
- ungerissen: Ø6, Ø7.5, Ø10 und Ø12 - gerissen: Ø6, Ø7.5, Ø10 und Ø12
Option/Kategorie Option 1
Seismisch: Leistungskategorie C1
Beanspruchung statisch, quasi-statisch, seismisch (Ø10 + Ø12), Feuerwiderstand
Material/Ausführung Verzinkter Stahl:
- für Anwendungen unter den Bedingungen trockener Innenräume
- unterschiedliche Kopfformen
4. Name, eingetragener Handelsname oder eingetragene Marke und Kontaktanschrift des Herstellers gemäß Artikel 11 Absatz 5: HECO-Schrauben GmbH & Co. KG Dr.-Kurt-Steim-Str. 28 78713 Schramberg
5. Gegebenenfalls Name und Kontaktanschrift des Bevollmächtigten, der mit den Aufgaben gemäß Artikel 12 Absatz 2 beauftragt ist: -
6. System oder Systeme zur Bewertung und Überprüfung der Leistungsbeständigkeit des Bauprodukts gemäß Anhang V: System 1 7. Im Falle der Leistungserklärung, die ein Bauprodukt betrifft, das von einer harmonisierten Norm erfasst wird: -
Seite 2 von 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_DE
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
8. Im Falle der Leistungserklärung, die ein Bauprodukt betrifft, für das eine Europäische Technische Bewertung ausgestellt worden ist:
Bewertungsstelle: Deutsches Institut für Bautechnik (DIBt) Notifizierte Stelle: Otto-Graf-Institut Stuttgart, Kennnummer 0672
Bewertungsdokument: ETAG 001 Teil1, 3 (04.2013) Konformitätsbescheinigung: 0672-CPR-0635
9. Erklärte Leistung
Wesentliche Merkmale Bemessungsverfahren Leistung Harmonisierte
technische
Spezifikation
Charakteristische
Werte der
Zugtragfähigkeit
ETAG 001, Anhang: C,
Methode A
CEN/TS 1992-4:2009,
Methode A
ETA-15/0784: Anhang C1
ETAG 001 Teil 1, 3
ETAG 001, Anhang
E
EOTA TR 020
(Feuerwiderstand)
EOTA TR 045 ETA-15/0784: Anhang C2
EOTA TR 020 (Feuer-
widerstand)
CEN/TS 1992-4: Anhang D
ETA-15/0784: Anhang C3
Charakteristische
Werte der
Quertragfähigkeit
ETAG 001, Anhang: C,
Methode A
CEN/TS 1992-4:2009,
Methode A
ETA-15/0784: Anhang C1
EOTA TR 045 ETA-15/0784: Anhang C2
EOTA TR 020 (Feuer-
widerstand)
CEN/TS 1992-4: Anhang D
ETA-15/0784: Anhang C3
Montagekennwerte
ETA-15/0784: Anhang B2
Verschiebungen für
den Grenzzustand der
Gebrauchstauglichkeit
ETAG 001, Anhang: C,
Methode A
CEN/TS 1992-4:2009,
Methode A
ETA-15/0784: Anhang C4
10. Die Leistung des Produkts gemäß den Nummern 1 und 2 entspricht der erklärten Leistung nach Nummer 9. Verantwortlich für die Erstellung dieser Leistungserklärung ist allein der Hersteller gemäß Nummer 4.
Unterzeichnet für den Hersteller und im Namen des Herstellers von:
Schramberg, 01.07.2016 i.V.
Andreas Hettich, Leiter PM/Marketing
Seite 3 von 8
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HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Spezifizierung des Verwendungszwecks
Beanspruchung der Verankerung:
Statische und quasi-statische Lasten: alle Größen.
Seismische Einwirkung C1:
MMS-plus alle Ausführungen in der Größe 10 mit maximaler Einschraubtiefe (hnom2) und Größe 12 mit Einschraubtiefen hnom1 und hnom2.
Brandbeanspruchung: alle Größen.
Verankerungsgrund:
Bewehrter oder unbewehrter Normalbeton gemäß EN 206-1:2000.
Festigkeitsklasse C20/25 bis C50/60 gemäß EN 206-1:2000.
Gerissener oder ungerissener Beton: alle Größen.
Anwendungsbedingungen (Umweltbedingungen):
Bauteile unter den Bedingungen trockener Innenräume.
Bemessung:
Die Bemessung der Verankerung erfolgt unter der Verantwortung eines auf dem Gebiet der Verankerungen und des Betonbaus erfahrenen Ingenieurs.
Unter Berücksichtigung der zu verankernden Lasten sind prüfbare Berechnungen und Konstruktions-zeichnungen anzufertigen. Auf den Konstruktionszeichnungen ist die Lage des Dübels angegeben (z.B. Lage des Dübels zur Bewehrung oder zu den Auflagern usw.).
Die Bemessung der Verankerung unter statischen und quasi-statischen Lasten erfolgt für das Bemessungsverfahren A nach:
- ETAG 001, Annex C, Fassung August 2010 oder
- CEN/TS 1992-4:2009
Die Bemessung der Verankerung unter seismischer Einwirkung erfolgt nach:
- EOTA Technical Report TR 045, Ausgabe Februar 2013
- Verankerungen sind außerhalb kritischer Bereiche wie z.B. plastischen Fließgelenken anzuordnen.
- Eine Abstandsmontage oder die Montage mit Mörtelschicht ist nicht zulässig.
Bemessung der Verankerung unter Brandbeanspruchung nach:
- EOTA Technical Report 020, Ausgabe Mai 2014 oder
- CEN/TS 1992-4:2009, Anhang D
- Bei Anforderungen an den Brandschutz ist sicherzustellen, dass lokale Abplatzungen vermieden werden.
Einbau:
Bohrlochherstellung nur durch Hammerbohren.
Einbau durch entsprechend geschultes Personal unter der Aufsicht des Bauleiters.
Bei Fehlbohrungen: Anordnung eines neuen Bohrlochs in einem Abstand ≥ 2xh1 der Fehlbohrung, oder in geringerem Abstand, wenn die Fehlbohrung mit hochfestem Mörtel verfüllt wird und wenn sie bei Quer- oder Schrägzuglast nicht in Richtung der aufgebrachten Last liegt.
Der Dübel darf nur einmal verwendet werden.
Leichtes Weiterdrehen des Dübels ist nicht möglich.
Der Dübelkopf liegt vollflächig am Anbauteil an und ist nicht beschädigt.
Anhang B1
Seite 4 von 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_DE
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Tabelle B1: Montagekennwerte MMS-plus
Größe MMS-plus 6 7,5 10 12
Einschraubtiefe im Beton [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Bohrernenndurchmesser d0 [mm] 5 6 8 10
Bohrschneidendurchmesser dcut
≤
[mm] 5,40 6,40 8,45 10,45
Bohrlochtiefe h1
≥ [mm] 40 50 40 65 60 75 85 100
Durchgangsloch Anbauteil df ≤ [mm] 7 9 12 14
Durchmesser Senkkopf dh [mm] 11,5 15,5 19,5 24
Mindestbauteildicke hmin [mm] 100 100 100 100 100 115 125 150
gerissener
und
ungerissener
Beton
Minimaler
Achsabstand smin [mm] 30 30 40 40 40 50 60 60
Minimaler
Randabstand cmin [mm] 30 30 40 40 40 50 60 60
empfohlenes Setzgerät [Nm]
Elektrischer Tangential-Schlagschrauber, max. Leistungsabgabe Tmax gemäß Herstellerangabe
75 100 100 200 250
Montagedrehmoment für
metrisches Gewinde (MMS-
plus V)
Tinst [Nm] - 15 20 30
Anhang B2
Seite 5 von 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_DE
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Tabelle C1: Charakteristische Werte für statische und quasi-statische Zugbeanspruchung MMS-plus
Größe MMS-plus 6 7,5 10 12
Einschraubtiefe im Beton hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 1)
45 35 1)
55 50 65 75 90
Stahlversagen für Zug- und Quertragfähigkeit
Charakteristische Tragfähigkeit
NRk,s [kN] 10,8 17,6 32,1 49,9
VRk,s [kN] 4,1 6,1 13,7 24,1
k2 2)
- 0,8
M0Rk,s [Nm] 6,7 14,1 34,5 66,8
Teilsicherheitsbeiwert γ2 - 1,25
Herausziehen
Charakteristische Tragfähigkeit in
ungerissenem Beton C20/25 NRk,p [kN] 4,0 6,0 4,0 9,0 12,0 16,0 20,0 25,0
Charakteristische Tragfähigkeit in
gerissenem Beton C20/25 NRk,p [kN] 1,0 1,5 2,0 4,0 6,0 9,0 12,0 16,0
Erhöhungsfaktor für
Druckfestigkeitsklassen
C30/37
Ψc -
1,22
C40/50 1,41
C50/60 1,55
Betonausbruch und Spalten
Effektive Verankerungstiefe hef [mm] 26 35 26 43 36 50 57 70
Faktor für gerissen kcr
2) - 7,2
ungerissen kunc 2)
- 10,1
Betonausbruch Randabstand ccr,N [mm] 1.5 hef
Achsabstand scr,N [mm] 3 hef
Spalten Randabstand ccr,sp [mm] 1.8 hef
Achsabstand scr,sp [mm] 3.6 hef
Teilsicherheitsbeiwert γ2
3) =
γinst 2) - 1,0
Betonausbruch auf der Lastabgewandten Seite
k-Faktor k3) = k3
2) - 1,0 2,0
Betonkantenbruch
Wirksame Dübellänge lef = hef [mm] 26 35 26 43 36 50 57 70
Wirksamer Außendurchmesser dnom [mm] 5 6 8 10
1) Nur für statisch unbestimmte Systeme
2)
Parameter nur relevant für die Bemessung nach CEN/TS 1992-4:2009
3) Parameter nur relevant für die Bemessung nach ETAG 001, Anhang C
Anhang C1
Seite 6 von 8
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HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Tabelle C2: Charakteristische Werte für die seismische Einwirkung C1
Größe MMS-plus 10 12
Einschraubtiefe im Beton hnom [mm]
hnom2 hnom1 hnom2
65 75 90
Stahlversagen für Zug- und Quertragfähigkeit
Charakteristische Tragfähigkeit NRk,s,seis [kN] 24,1 37,4
VRk,s,seis [kN] 9,6 16,9
Herausziehen
Charakteristische Trag-
fähigkeit in gerissenem Beton NRk,p,seis [kN] 6,8 9,0 12,0
Betonausbruch
Effektive Verankerungstiefe hef [mm] 50 57 70
Betonaus-
bruch
Randabstand ccr,N [mm] 1.5 hef
Achsabstand scr,N [mm] 3 hef
Montagesicherheitsbeiwert γ2
- 1,0
Betonausbruch auf der Lastabgewandten Seite
k-Faktor k
- 2,0 1,0
Betonkantenbruch
Wirksame Dübellänge lef = hef [mm] 50 57 70
Wirksamer
Außendurchmesser dnom [mm] 8 10
Anhang C2
Seite 7 von 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_DE
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
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E-Mail: [email protected]
Internet: www.heco-schrauben.de
Tabelle C3: Charakteristische Werte unter Brandbeanspruchung
Größe MMS-plus 6 7,5 10 12
Einschraubtiefe im Beton hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Stahlversagen für Zug- und Quertragfähigkeit (FRk,fi = NRk,fi = VRk,fi)
Charakteristische
Tragfähigkeit
R30 FRk,fi [kN] 0,25 0,4 0,5 1,0 1,5 2,3 3,0 3,0
R60 FRk,fi [kN] 0,25 0,4 0,5 0,8 1,4 1,4 2,1 2,1
R90 FRk,fi
[kN] 0,25 0,4 0,5 0,5 1,0 1,0 1,5 1,5
R120 FRk,fi [kN] 0,2 0,3 0,4 0,4 0,8 0,8 1,2 1,2
R30 M0Rk,s,fi
[Nm] 0,5 1,1 2,7 5,3
R60 M0Rk,s,fi
[Nm] 0,3 0,6 1,5 2,8
R90 M0Rk,s,fi
[Nm] 0,2 0,4 1,1 2,0
R120 M0Rk,s,fi
[Nm] 0,2 0,3 0,9 1,6
Randabstand
R30 bis R120 ccr,fi [mm] 2 hef
Achsabstand
R30 bis R120 scr,fi
[mm] 2 ccr,fi
Anhang C3
Seite 8 von 8
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Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Tabelle C4: Verschiebungen unter Zuglast
Größe MMS-plus 6 7,5 10 12
Einschraubtiefe im Beton hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Ungerissener Beton
C20/25 bis C50/60
Zuglast N [kN] 1,9 3,0 1,9 5,3 5,7 7,9 10,7 12,8
Verschiebung δN0 [mm] 0,11 0,11 0,06 0,12 0,06 0,07 0,05 0,19
δN∞
[mm] 0,30 0,28 0,38 1,03 0,75 0,72 0,74 0,60
Gerissener Beton
C20/25 bis C50/60
Zuglast N [kN] 0,5 0,7 0,9 2,0 2,9 4,3 5,7 6,4
Verschiebung δN0 [mm] 0,01 0,02 0,03 0,04 0,03 0,09 0,05 0,02
δN∞
[mm] 0,14 0,09 0,12 0,11 0,08 0,09 0,07 0,22
Tabelle C5: Verschiebungen unter Querlast
Größe MMS-plus 6 7,5 10 12
Einschraubtiefe im Beton hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Gerissener und
Ungerissener Beton
C20/25 bis C50/60
Querlast V [kN] 2 2 4 4 8 8 12 12
Verschiebung δN0 [mm] 0,14 0,13 0,09 0,11 0,18 0,13 0,18 0,18
δN∞
[mm] 0,20 0,19 0,13 0,16 0,27 0,20 0,27 0,27
Anhang C4
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
DÉCLARATION DES PERFORMANCES HECO-DoP_ETA_15/0784_MMS-plus_1606_FR
1. Code d’identification unique du produit type : MULTI-MONTI-plus (MMS-plus)
2. Numéro de type, de lot ou de série ou tout autre élément permettant l’identification du produit de construction, conformément à l’article 11, paragraphe 4 :
Identification conforme à l’ATE -15/0784 annexes A2, A3 Numéro de charge : cf. l’emballage/la boîte du produit
3. Usage ou usages prévus du produit de construction, conformément à la spécification technique harmonisée applicable, comme prévu par le fabricant :
ETA-15/0784 annexe B1 Type de cheville Vis d’ancrage
Usage dans Béton C20/25 à C50/60 (EN 206)
- non fissuré : Ø6, Ø7.5, Ø10 et Ø12 - fissuré : Ø6, Ø7.5, Ø10 et Ø12
Option/Catégorie Option 1
Sismique : catégorie C1
Mise sous contrainte Charges statiques, quasi-statiques, sismique (Ø10 + Ø12), résistance au feu
Matériaux/Modèles Acier galvanisé :
- pour des applications soumis à une ambiance intérieure sèche
- différentes formes de tête
4. Nom, raison sociale ou marque déposée et adresse de contact du fabricant, conformément à
l’article 11, paragraphe 5 :
HECO-Schrauben GmbH & Co. KG Dr.-Kurt-Steim-Str. 28 78713 Schramberg (Allemagne)
5. Le cas échéant, nom et adresse de contact du mandataire dont le mandat couvre les tâches visées à l’article 12, paragraphe 2 :
-
6. Le ou les systèmes d’évaluation et de vérification de la constance des performances du produit de construction, conformément à l’annexe V :
Système 1
7. Dans le cas de la déclaration des performances concernant un produit de construction couvert par une norme harmonisée : -
Page 2 de 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_FR
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
8. Dans le cas de la déclaration des performances concernant un produit de construction pour lequel une évaluation technique européenne a été délivrée :
Organisme d’évaluation : L’institut allemand de la technique de construction (DIBt) Organisme notifié : Otto-Graf-Institut Stuttgart, numéro d’identification 0672 Document d’évaluation européen : ETAG 001 partie 1, 3 (04.2013) certificat de conformité du contrôle de la production : 0672-CPR-0635
9. Performances déclarées
Caractéristiques
essentielles
Procédés de
dimensionnement Performances
Spécification
technique
harmonisée
Valeurs de résistance
caractéristique sous
effort de traction
ETAG 001, annexe : C,
méthode A
CEN/TS 1992-4:2009,
méthode A
ATE-15/0784 : annexe C1
ETAG 001 Partie 1, 3
ETAG 001, annexe E
EOTA TR 020
(résistance au feu)
EOTA TR 045 ATE-15/0784 : annexe C2
EOTA TR 020 (résistance
au feu)
CEN/TS 1992-4 : annexe D
ATE-15/0784 : annexe C3
Valeurs de résistance
caractéristique sous
effort de cisaillement
ETAG 001, annexe : C,
méthode A
CEN/TS 1992-4:2009,
méthode A
ETA-15/0784 : annexe C1
EOTA TR 045 ETA-15/0784 : annexe C2
EOTA TR 020 (résistance
au feu) CEN/TS 1992-4 :
annexe D
ETA-15/0784 : annexe C3
Données de pose
ETA-15/0784 : annexe B2
Déplacements pour
l’état limite de service
ETAG 001, annexe : C,
méthode A
CEN/TS 1992-4:2009,
méthode A
ETA-15/0784 : annexe C4
10. Les performances du produit identifié aux points 1 et 2 sont conformes aux performances déclarées indiquées au point 9. La présente déclaration des performances est établie sous la seule responsabilité du fabricant identifié au point 4.
Signé pour le fabricant et en son nom par :
Schramberg, le 01.07.2016 i.V.
Andreas Hettich, Responsable Produit/Marketing
Page 3 de 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_FR
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Spécification de l'usage prévu
Mise sous contrainte de l’ancrage : Charges statiques et quasi-statiques : toutes les tailles. Effet sismique de la catégorie C1 :
MMS-plus, tous les modèles dans la taille 10 avec une profondeur de vissage maximale (hnom2) et
dans la taille 12 avec les profondeurs de vissage hnom1 et hnom2.
Exposition au feu : toutes les tailles.
Support d’ancrage : Béton normal armé ou non armé selon la norme EN 206-1:2000. Classe de résistance C20/25 à C50/60 selon la norme EN 206-1:2000. Béton fissuré ou non fissuré : toutes les tailles.
Conditions d'utilisation (conditions environnementales) : Éléments de construction soumis à une ambiance intérieure sèche
Dimensionnement : Le dimensionnement de l'ancrage s'effectue sous la responsabilité d'un ingénieur expert en
ancrages et travaux de bétonnage. - Compte tenu des charges devant être ancrées, des calculs vérifiables et des plans doivent être
exécutés. La position de la cheville est indiquée sur les plans (par ex. position de la cheville parrapport aux armatures ou aux supports, etc.).
- Le dimensionnement de l'ancrage soumis à des charges statiques et quasi-statiques se fait, pourle procédé de dimensionnement ou la méthode de dimensionnement A, selon :
- ETAG : 001, annexe C, version d'août 2010, ou
- CEN/TS 1992-4:2009 Le dimensionnement de l'ancrage soumis à un effet sismique se fait selon :
- EOTA Technical Report TR 045, édition de février 2013- Les ancrages doivent être disposés en dehors de zones critiques comme les
articulations plastiques.- Un montage à espacement ou le montage avec une couche de mortier n'est pas
autorisé. Dimensionnement de l'ancrage sous contrainte de feu selon :
- EOTA Technical Report TR 020, édition de mai 2014, ou- CEN/TS 1992-4:2009, annexe D- Pour les exigences en termes de sécurité en cas d'incendie, il convient de veiller à
éviter les éclatements locaux.
Mise en oeuvre : Réalisation du trou de perçage uniquement à l'aide de forets à marteau. Mise en place par du personnel formé à cet effet, sous le contrôle du responsable technique du
chantier. En cas d'erreur de perçage : le nouveau trou de perçage doit être disposé à une distance >= 2xh1
du trou de perçage erroné, ou à une distance plus petite si le perçage erroné est comblé avec du mortier à haute résistance et si, en cas de charge transversale ou de traction oblique, il ne correspond pas à la direction d'application de la charge.
La cheville est destinée à un usage unique. Après le montage, il est impossible de continuer à faire légèrement tourner la cheville. La tête de la cheville doit rester intacte et reposer entièrement sur la pièce à fixer.
Annexe B1
Page 4 de 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_FR
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Tableau B1 : Données de pose MMS-plus
Taille MMS-plus 6 7,5 10 12
Profondeur d’ancrage dans le béton [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Diamètre nominal de perçage du foret d0 [mm] 5 6 8 10
Diamètre coupant de la mèche du
foret
dcut
≤
[mm] 5,40 6,40 8,45 10,45
Profondeur de perçage h1
≥ [mm] 40 50 40 65 60 75 85 100
Diamètre du trou de passage dans
l’élément à fixer df ≤ [mm] 7 9 12 14
Diamètre de la tête fraisée dh [mm] 11,5 15,5 19,5 24
Épaisseur minimale du matériau-
support hmin [mm] 100 100 100 100 100 115 125 150
Béton
fissuré
et non
fissuré
Distance entre axes
minimum smin [mm] 30 30 40 40 40 50 60 60
Distance au bord
minimum cmin [mm] 30 30 40 40 40 50 60 60
Outil de pose conseillé [Nm]
Visseuse électrique à choc, puissance maximale indiquée Tmax
conformément aux indications du fabricant
75 100 100 200 250
Couple de serrage d’installation pour
filet métrique (type MMS-plus V) Tinst [Nm] - 15 20 30
Annexe B2
Page 5 de 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_FR
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Tableau C1: Valeurs caractéristiques de résistance de la MMS-plus sous contraintes statiques et quasi-statiques
Taille MMS-plus 6 7,5 10 12
Profondeur d’ancrage dans le béton hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 1)
45 35 1)
55 50 65 75 90
Rupture de l’acier pour charge de traction et charge de cisaillement
Résistance caractéristique
NRk,s [kN] 10,8 17,6 32,1 49,9
VRk,s [kN] 4,1 6,1 13,7 24,1
k2 2)
- 0,8
M0Rk,s [Nm] 6,7 14,1 34,5 66,8
Coefficient partiel de sécurité γ2 - 1,25
Rupture par extraction-glissement
Résistance caractéristique dans
le béton non fissuré C20/25 NRk,p [kN] 4,0 6,0 4,0 9,0 12,0 16,0 20,0 25,0
Résistance caractéristique dans
le béton fissuré C20/25 NRk,p [kN] 1,0 1,5 2,0 4,0 6,0 9,0 12,0 16,0
Facteur d’augmentation
pour les classes de
résistance à la
compression du béton
C30/37
Ψc -
1,22
C40/50 1,41
C50/60 1,55
Rupture par cône de béton et rupture par fendage
Profondeur d’ancrage effective hef [mm] 26 35 26 43 36 50 57 70
Facteur pour fissuré kcr
2) - 7,2
non fissuré kunc 2)
- 10,1
Cône en béton
Distance au
bord ccr,N [mm] 1.5 hef
Distance
entraxes scr,N [mm] 3 hef
Fendage
Distance au
bord ccr,sp [mm] 1.8 hef
Distance
entraxes scr,sp [mm] 3.6 hef
Coefficient de sécurité relatif au
montage
γ2 3) =
γinst 2) - 1,0
Rupture du béton par effet de levier
Facteur k k3) = k3
2) - 1,0 2,0
Rupture du béton en bord de dalle
Longueur effective de la
cheville sous charge de
cissaillement
lef = hef [mm] 26 35 26 43 36 50 57 70
Diamètre extérieur effective
de la cheville dnom [mm] 5 6 8 10
1) Utilisation restreinte à des ancrages de composants structurels statiquement indéterminé
2)
Paramètres seulement pertinents pour le dimensionnement selon CEN/TS 1992-4:2009
3) Paramètres seulement pertinents pour le dimensionnement selon ETAG 001, Annexe C
Annexe C1
Page 6 de 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_FR
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Tableau C2: Valeurs caractéristiques de résistance sous contraintes sismiques de catégorie C1
Taille MMS-plus 10 12
Profondeur d’ancrage dans le béton hnom [mm]
hnom2 hnom1 hnom2
65 75 90
Rupture de l’acier pour charge de traction et charge de cisaillement
Résistance caractéristique NRk,s,seis [kN] 24,1 37,4
VRk,s,seis [kN] 9,6 16,9
Rupture par extraction-glissement
Résistance caractéristique
dans le béton fissuré NRk,p,seis [kN] 6,8 9,0 12,0
Rupture par cône de béton
Profondeur d’ancrage effective hef [mm] 50 57 70
Cône en
béton
Distance au
bord ccr,N [mm] 1,5 hef
Distance
entraxes scr,N [mm] 3 hef
Coefficient de sécurité relatif à
la pose γ2
- 1,0
Rupture du béton par effet de levier
Facteur k k
- 2,0 1,0
Rupture du béton en bord de dalle
Longueur effective de la
cheville sous charge de
cissaillement
lef = hef [mm] 50 57 70
Diamètre extérieur effective
de la cheville dnom [mm] 8 10
Annexe C2
Page 7 de 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_FR
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Tableau C3: Valeurs caractéristiques de force portante en cas d’incendie
Taille MMS-plus 6 7,5 10 12
Profondeur d’ancrage dans le béton hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Rupture de l’acier pour charge de traction et charge de cisaillement (FRk,fi = NRk,fi = VRk,fi)
Résistance
caractéristique
R30 FRk,fi [kN] 0,25 0,4 0,5 1,0 1,5 2,3 3,0 3,0
R60 FRk,fi [kN] 0,25 0,4 0,5 0,8 1,4 1,4 2,1 2,1
R90 FRk,fi
[kN] 0,25 0,4 0,5 0,5 1,0 1,0 1,5 1,5
R120 FRk,fi [kN] 0,2 0,3 0,4 0,4 0,8 0,8 1,2 1,2
R30 M0Rk,s,fi
[Nm] 0,5 1,1 2,7 5,3
R60 M0Rk,s,fi
[Nm] 0,3 0,6 1,5 2,8
R90 M0Rk,s,fi
[Nm] 0,2 0,4 1,1 2,0
R120 M0Rk,s,fi
[Nm] 0,2 0,3 0,9 1,6
Distance au bord
R30 à R120 ccr,fi [mm] 2 hef
Distance entre les axes
R30 à R120 scr,fi
[mm] 2 ccr,fi
Annexe C3
Page 8 de 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_FR
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Tableau C4: Déplacements sous effet de charge de traction
Taille MMS-plus 6 7,5 10 12
Profondeur d’ancrage dans le béton hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Béton non fissuré
C20/25 à C50/60
Charge de
traction
N [kN] 1,9 3,0 1,9 5,3 5,7 7,9 10,7 12,8
Déplacement δN0 [mm] 0,11 0,11 0,06 0,12 0,06 0,07 0,05 0,19
δN∞
[mm] 0,30 0,28 0,38 1,03 0,75 0,72 0,74 0,60
Béton fissuré
C20/25 à C50/60
Charge de
traction
N [kN] 0,5 0,7 0,9 2,0 2,9 4,3 5,7 6,4
Déplacement δN0 [mm] 0,01 0,02 0,03 0,04 0,03 0,09 0,05 0,02
δN∞
[mm] 0,14 0,09 0,12 0,11 0,08 0,09 0,07 0,22
Tableau C5: Déplacements sous effet de charge de cisaillement
Taille MMS-plus 6 7,5 10 12
Profondeur d’ancrage dans le béton hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Béton fissuré et non
fissuré C20/25 à
C50/60
Charge de
cisaillement
V [kN] 2 2 4 4 8 8 12 12
Déplacement δN0 [mm] 0,14 0,13 0,09 0,11 0,18 0,13 0,18 0,18
δN∞
[mm] 0,20 0,19 0,13 0,16 0,27 0,20 0,27 0,27
Annexe C4
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
DICHIARAZIONE DI PRESTAZIONE
HECO-DoP_ETA_15/0784_MMS-plus_1606_IT
1. Codice di identificazione unico del prodotto-tipo:
MULTI-MONTI-plus (MMS-plus) 2. Numero di tipo, lotto, serie o qualsiasi altro elemento che consenta l'identificazione del prodotto da costruzione ai sensi dell'articolo 11, paragrafo 4:
Identificazione del prodotto in acc. a Allegato A2, A3 del Benestare ETA 05/0010
Numero di lotto: vedere confezione del prodotto 3. Uso previsto del prodotto da costruzione in accordo alla specifica tecnica armonizzata: ETA-15/0784 Allegato B1
Tipo Ancoraggio a vite
Da utilizzare in
calcestruzzo da C20/25 a C50/60 (EN 206)
- non fessurato: Ø6, Ø7.5, Ø10 e Ø12
- fessurato: Ø6, Ø7.5, Ø10 e Ø12
Opzione/Categoria Opzione 1
Sismico: categoria di prestazione C1
Sollecitazione statica, quasi-statica, sismica (Ø10 + Ø12), esposizione al fuoco
Materiale/Versione
Acciaio zincato:
- per applicazione in condizioni di ambienti interni asciutti
- diverse forme di testa
4. Nome, denominazione commerciale e indirizzo del fabbricante ai sensi dell'articolo 11,
paragrafo 5:
HECO-Schrauben GmbH & Co. KG Dr.-Kurt-Steim-Str. 28 78713 Schramberg (Germania)
5. Se opportuno, nome e indirizzo del mandatario il cui mandato copre i compiti cui all'articolo 12, paragrafo 2: -
6. Sistema o sistemi di valutazione e verifica della costanza della prestazione del prodotto da costruzione di cui all'allegato V: System 1
7. Nel caso di una dichiarazione di prestazione relativa ad un prodotto da costruzione che rientra nell'ambito di applicazione di una norma armonizzata: -
Pagina 2/8
HECO-DoP_ETA_15/0784_MMS-plus_1606_IT
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
8. In case of the declaration of performance concerning a construction product for which a European Technical Assessment has been issued:
Organismo di valutazione: Deutsches Institut für Bautechnik (DIBt) Organismo notificato: Otto-Graf-Institut di Stoccarda, codice identificativo 0672 Documento di valutazione: ETAG 001 parte 1, 3 (04/2013) Certificato di conformità: 0672-CPR-0635
9. Declared performance
Caratteristiche
fondamentali
Metodo di
dimensionamento Prestazione Specifica tecnica
armonizzata
Valori caratteristici
della resistenza a
trazione
ETAG 001, allegato: C,
metodo A
CEN/TS 1992-4:2009,
metodo A
ETA-15/0784: allegato C1
ETAG 001 Part 1, 3
ETAG 001, annex E
EOTA TR 020
(esposizione al
fuoco)
EOTA TR 045 ETA-15/0784: allegato C2
EOTA TR 020 (esposizione
al fuoco)
CEN/TS 1992-4: annex D
ETA-15/0784: allegato C3
Valori caratteristici
dellla resistenza a
carico trasversale
ETAG 001, allegato: C,
metodo A
CEN/TS 1992-4:2009,
metodo A
ETA-15/0784: allegato C1
EOTA TR 045 ETA-15/0784: allegato C2
EOTA TR 020(esposizione
al fuoco)
CEN/TS 1992-4: allegato D
ETA-15/0784: allegato C3
Valori caratteristici del montaggio
ETA-15/0784: allegato B2
Spostamenti per lo
stato limite
dell'idoneità all'uso
ETAG 001, allegato: C,
metodo A
CEN/TS 1992-4:2009,
metodo A
ETA-15/0784: allegato C4
10. La prestazione del prodotto di cui ai punti 1 e 2 è conforme alla prestazione dichiarata di cui al punto 9. Si rilascia la presente dichiarazione di prestazione sotto la responsabilità esclusiva del fabbricante di cui al punto 4.
Firmato a nome e per conto di:
Schramberg, 01.07.2016 i.V.
Andreas Hettich,
Product & marketing manager
Pagina 3/8
HECO-DoP_ETA_15/0784_MMS-plus_1606_IT
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Specifications of intended use
Use of the anchoring: Static and quasi static loads: all sizes. Seismic category C1:
MMS-plus all Versions, size 10 with maximum embedment depth (hnom2) and size 12 with the embedment depth hnom 1 and hnom 2.
Fire exposure: all sizes.
Base Materials: Reinforced or non-reinforced normal weight concrete according to EN 206-1:2000. Strength classes C20/25 to C50/60 according to EN 206-1:2000. Non-cracked and cracked concrete: all sizes. Conditions of use (Environmental conditions): Structures subject to dry internal conditions. Design: Anchorages are designed under the responsibility of an engineer experienced in anchorages and
concrete work. Verifiable calculation notes and drawings are prepared taking account of the loads to be anchored.
The position of the anchor is indicated on the design drawings (e. g. position of the anchor relative to reinforcement or to supports, etc.).
Anchorages under static or quasi-static actions are designed for design method A in accordance with:
- ETAG 001, Annex C, edition august 2010 or - CEN/TS 1992-4:2009
The design of the anchoring under seismic action have to be carried out in accordance with: - EOTA Technical Report TR 045, edition February 2013 - Anchoring’s have to be placed outside of critical places like plastic hinges. - A distance mounting or mounting with mortar layer is not allowed.
The design of the anchoring under fire exposure have to be carried in accordance with: - EOTA Technical Report 020, edition Mai 2014 or - CEN/TS 1992-4:2009, Annex D - In case of requirements for resistance of fire exposure it must be ensured that local
spalling of the concrete cover does not occur. Installation: Hole drilling by hammer-drilling only. Anchor installation carried out by appropriately qualified personnel and under the supervision of the
person responsible for technical matters of the site.
In case of aborted hole: new drilling at a minimum distance away of twice the depth of the aborted
hole or smaller distance if the aborted hole is filled with high strength mortar and if under shear or
oblique tension load it is not the direction of the load application.
The anchor may be used only once.
After installation further turning of the anchor must not be possible.
The head of the anchor must be supported on the fixture and is not damaged.
Allegato B1
Pagina 4/8
HECO-DoP_ETA_15/0784_MMS-plus_1606_IT
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table B1: Installation parameters MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Nominal drill diameter d0 [mm] 5 6 8 10
Drill bit cutting diameter dcut
≤
[mm] 5,40 6,40 8,45 10,45
Depth of borehole h1
≥ [mm] 40 50 40 65 60 75 85 100
Diameter of clearance hole in the
fixture df ≤ [mm] 7 9 12 14
Diameter Countersunk dh [mm] 11,5 15,5 19,5 24
Min. thickness of the concrete
member hmin [mm] 100 100 100 100 100 115 125 150
cracked
and
uncracked
concrete
min. spacing
smin [mm] 30 30 40 40 40 50 60 60
min. edge distance cmin [mm] 30 30 40 40 40 50 60 60
Recommended installation tool [Nm]
Impact screw driver, max. power output Tmax according manufacturer information
75 100 100 200 250
Torque moment for threaded version
(type MMS-plus V) Tinst [Nm] - 15 20 30
Allegato B2
Pagina 5/8
HECO-DoP_ETA_15/0784_MMS-plus_1606_IT
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C1: Characteristic values for static and quasi-static tension MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 1)
45 35 1)
55 50 65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance
NRk,s [kN] 10,8 17,6 32,1 49,9
VRk,s [kN] 4,1 6,1 13,7 24,1
k2 2)
- 0,8
M0Rk,s [Nm] 6,7 14,1 34,5 66,8
Partial safety factor γ2 - 1,25
Pullout
Characteristic resistance in uncracked
concrete C20/25 NRk,p [kN] 4,0 6,0 4,0 9,0 12,0 16,0 20,0 25,0
Characteristic resistance in cracked
concrete C20/25 NRk,p [kN] 1,0 1,5 2,0 4,0 6,0 9,0 12,0 16,0
Increasing factor for
concrete
C30/37
Ψc -
1,22
C40/50 1,41
C50/60 1,55
Concrete cone failure and splitting failure
Effective anchorage depth hef [mm] 26 35 26 43 36 50 57 70
Factor for cracked kcr
2) - 7,2
uncracked kunc 2)
- 10,1
Concrete cone
edge
distance ccr,N [mm] 1.5 hef
spacing scr,N [mm] 3 hef
Splitting
edge
distance ccr,sp [mm] 1.8 hef
spacing scr,sp [mm] 3.6 hef
Installation safety factor γ2
3) =
γinst 2) - 1,0
Concrete pryout failure
k-factor k3) = k3
2) - 1,0 2,0
Concrete edge failure
Effective length of the anchor
under shear loading lef = hef [mm] 26 35 26 43 36 50 57 70
Effective diameter of the anchor dnom [mm] 5 6 8 10
1) Only for non-structural applications
2)
Parameter only relevant for the design according to CEN/TS 1992-4:2009
3) Parameter only relevant for the design according to ETAG 001, Annex C
Allegato C1
Pagina 6/8
HECO-DoP_ETA_15/0784_MMS-plus_1606_IT
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C2: Characteristic values for seismic actions C1
Size MMS-plus 10 12
Embedment depth in concrete hnom
[mm]
hnom2 hnom1 hnom2
65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance NRk,s,seis [kN] 24,1 37,4
VRk,s,seis [kN] 9,6 16,9
Pullout
Characteristic in cracked
concrete NRk,p,seis [kN] 6,8 9,0 12,0
Concrete cone failure
Effective anchorage depth hef [mm] 50 57 70
concrete
cone
edge distance ccr,N [mm] 1,5 hef
spacing scr,N [mm] 3 hef
Installation safety factor γ2
- 1,0
Concrete pryout failure
k-factor k
- 2,0 1,0
Concrete edge failure
Effective length of the
anchor under shear
loading
lef = hef [mm] 50 57 70
Effective diameter of the
anchor dnom [mm] 8 10
Allegato C2
Pagina 7/8
HECO-DoP_ETA_15/0784_MMS-plus_1606_IT
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C3: Characteristic values under fire exposure
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Steel failure for tension- and shear resistance (FRk,fi = NRk,fi = VRk,fi)
Characteristic
resistance
R30 FRk,fi [kN] 0,25 0,4 0,5 1,0 1,5 2,3 3,0 3,0
R60 FRk,fi [kN] 0,25 0,4 0,5 0,8 1,4 1,4 2,1 2,1
R90 FRk,fi
[kN] 0,25 0,4 0,5 0,5 1,0 1,0 1,5 1,5
R120 FRk,fi [kN] 0,2 0,3 0,4 0,4 0,8 0,8 1,2 1,2
R30 M0Rk,s,fi
[Nm] 0,5 1,1 2,7 5,3
R60 M0Rk,s,fi
[Nm] 0,3 0,6 1,5 2,8
R90 M0Rk,s,fi
[Nm] 0,2 0,4 1,1 2,0
R120 M0Rk,s,fi
[Nm] 0,2 0,3 0,9 1,6
Edge distance
R30 to R120 ccr,fi [mm] 2 hef
Spacing
R30 to R120 scr,fi
[mm] 2 ccr,fi
Allegato C3
Pagina 8/8
HECO-DoP_ETA_15/0784_MMS-plus_1606_IT
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C4: Displacements under tension loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked concrete
C20/25 to C50/60
tension N [kN] 1,9 3,0 1,9 5,3 5,7 7,9 10,7 12,8
displacement δN0 [mm] 0,11 0,11 0,06 0,12 0,06 0,07 0,05 0,19
δN∞
[mm] 0,30 0,28 0,38 1,03 0,75 0,72 0,74 0,60
Uncracked concrete
C20/25 to C50/60
tension N [kN] 0,5 0,7 0,9 2,0 2,9 4,3 5,7 6,4
displacement δN0 [mm] 0,01 0,02 0,03 0,04 0,03 0,09 0,05 0,02
δN∞
[mm] 0,14 0,09 0,12 0,11 0,08 0,09 0,07 0,22
Table C5: Displacements under shear loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked and
uncracked concrete
C20/25 to C50/60
shear load V [kN] 2 2 4 4 8 8 12 12
displacement δN0 [mm] 0,14 0,13 0,09 0,11 0,18 0,13 0,18 0,18
δN∞
[mm] 0,20 0,19 0,13 0,16 0,27 0,20 0,27 0,27
Allegato C4
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
PROHLÁŠENÍ O VLASTNOSTECH HECO-DoP_ETA_15/0784_MMS-plus_1606_CS
1. Jedinečný identifikační kód typu výrobku:
MULTI-MONTI-plus (MMS-plus)
2. Typ, série nebo sériové číslo nebo jakýkoli jiný prvek umožňující identifikaci stavebních výrobků podle čl. 11 odst. 4:
Označení podle ETA-15/0784 příloha A2, A3
Číslo šarže: viz obal výrobku
3. Zamýšlené použití nebo zamýšlená použití stavebního výrobku v souladu s příslušnou harmonizovanou technickou specifikací podle předpokladu výrobce:
ETA-15/0784 příloha B1
Typ hmoždinky Kotevní šrouby
K použití Do betonu C20/25 až C50/60 (EN 206) - bez trhlin: Ø6, Ø7,5, Ø10 a Ø12 - s trhlinami: Ø6, Ø7,5, Ø10 a Ø12
Volitelná možnost / kategorie
Volitelná možnost 1 seizmické: výkonová kategorie C1
Namáhání statické, kvazistatické, seismické (Ø10 + Ø12), požární odolnost
Materiál/provedení Pozinkovaná ocel: - pro aplikace za podmínek suchých interiérů - různé tvary hlavy
4. Jméno, firma nebo registrovaná obchodní známka a kontaktní adresa výrobce podle čl. 11 odst. 5: HECO-Schrauben GmbH & Co. KG Dr.-Kurt-Steim-Str. 28 78713 Schramberg (Německo) 5. Případně jméno a kontaktní adresa zplnomocněného zástupce, jehož plná moc se vztahuje na úkoly uvedené v čl. 12 odst. 2: - 6. Systém nebo systémy posuzování a ověřování stálosti vlastností stavebních výrobků, jak je uvedeno v příloze V: System 1 7. V případě prohlášení o vlastnostech týkajících se stavebního výrobku, na který se vztahuje harmonizovaná norma: -
Strana 2 ze 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_CS
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
8. V případě prohlášení o vlastnostech týkajících se stavebního výrobku, pro který bylo vydáno evropské technické posouzení:
Posuzující orgán: Německý institut pro stavební techniku (Deutsches Institut für Bautechnik, DIBt) Obeznámený subjekt: Otto-Graf-Institut Stuttgart, identifikační číslo 0672
Vyhodnocovací dokument: ETAG 001 část 1, 3 (04.2013) Osvědčení o shodě 0672-CPR-0635
9. Vlastnosti uvedené v prohlášení
Základní
charakteristiky Metoda návrhu Vlastnost
Harmonizované
technické
specifikace
Charakteristické
hodnoty únosnosti v
tahu
ETAG 001, příloha: C,
metoda A
CEN/TS 1992-4:2009,
metoda A
ETA-15/0784: příloha C1
ETAG 001 Part 1, 3
ETAG 001, příloha E
EOTA TR 020
(požární odolnost)
EOTA TR 045 ETA-15/0784: příloha C2
EOTA TR 020 (požární
odolnost)
CEN/TS 1992-4: příloha D
ETA-15/0784: příloha C3
Charakteristické
hodnoty odolnosti
proti smyku
ETAG 001, příloha: C,
metoda A
CEN/TS 1992-4:2009,
metoda A
ETA-15/0784: příloha C1
EOTA TR 045 ETA-15/0784: příloha C2
EOTA TR 020 (požární
odolnost)
CEN/TS 1992-4: příloha D
ETA-15/0784: příloha C3
Parametry pro instalaci
ETA-15/0784: příloha B2
Posuny pro mezní stav
provozuschopnosti
ETAG 001, příloha: C,
metoda A
CEN/TS 1992-4:2009,
metoda A
ETA-15/0784: příloha C4
10. Vlastnost výrobku uvedená v bodě 1 a 2 je ve shodě s vlastností uvedenou v bodě 9. Toto prohlášení o vlastnostech se vydává na výhradní odpovědnost výrobce uvedeného v bodě 4.
Podepsáno za výrobce a jeho jménem:
Schramberg, 01.07.2016 v z.
Andreas Hettich,
Vedoucí produktového managementu/marketingu
Strana 3 ze 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_CS
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Specifications of intended use
Use of the anchoring: Static and quasi static loads: all sizes. Seismic category C1:
MMS-plus all Versions, size 10 with maximum embedment depth (hnom2) and size 12 with the embedment depth hnom 1 and hnom 2.
Fire exposure: all sizes.
Base Materials: Reinforced or non-reinforced normal weight concrete according to EN 206-1:2000. Strength classes C20/25 to C50/60 according to EN 206-1:2000. Non-cracked and cracked concrete: all sizes. Conditions of use (Environmental conditions): Structures subject to dry internal conditions. Design: Anchorages are designed under the responsibility of an engineer experienced in anchorages and
concrete work. Verifiable calculation notes and drawings are prepared taking account of the loads to be anchored.
The position of the anchor is indicated on the design drawings (e. g. position of the anchor relative to reinforcement or to supports, etc.).
Anchorages under static or quasi-static actions are designed for design method A in accordance with:
- ETAG 001, Annex C, edition august 2010 or - CEN/TS 1992-4:2009
The design of the anchoring under seismic action have to be carried out in accordance with: - EOTA Technical Report TR 045, edition February 2013 - Anchoring’s have to be placed outside of critical places like plastic hinges. - A distance mounting or mounting with mortar layer is not allowed.
The design of the anchoring under fire exposure have to be carried in accordance with: - EOTA Technical Report 020, edition Mai 2014 or - CEN/TS 1992-4:2009, Annex D - In case of requirements for resistance of fire exposure it must be ensured that local
spalling of the concrete cover does not occur. Installation: Hole drilling by hammer-drilling only. Anchor installation carried out by appropriately qualified personnel and under the supervision of the
person responsible for technical matters of the site.
In case of aborted hole: new drilling at a minimum distance away of twice the depth of the aborted
hole or smaller distance if the aborted hole is filled with high strength mortar and if under shear or
oblique tension load it is not the direction of the load application.
The anchor may be used only once.
After installation further turning of the anchor must not be possible.
The head of the anchor must be supported on the fixture and is not damaged.
Příloha B1
Strana 4 ze 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_CS
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table B1: Installation parameters MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Nominal drill diameter d0 [mm] 5 6 8 10
Drill bit cutting diameter dcut
≤
[mm] 5,40 6,40 8,45 10,45
Depth of borehole h1
≥ [mm] 40 50 40 65 60 75 85 100
Diameter of clearance hole in the
fixture df ≤ [mm] 7 9 12 14
Diameter Countersunk dh [mm] 11,5 15,5 19,5 24
Min. thickness of the concrete
member hmin [mm] 100 100 100 100 100 115 125 150
cracked
and
uncracked
concrete
min. spacing
smin [mm] 30 30 40 40 40 50 60 60
min. edge distance cmin [mm] 30 30 40 40 40 50 60 60
Recommended installation tool [Nm]
Impact screw driver, max. power output Tmax according manufacturer information
75 100 100 200 250
Torque moment for threaded version
(type MMS-plus V) Tinst [Nm] - 15 20 30
Příloha B2
Strana 5 ze 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_CS
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C1: Characteristic values for static and quasi-static tension MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 1)
45 35 1)
55 50 65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance
NRk,s [kN] 10,8 17,6 32,1 49,9
VRk,s [kN] 4,1 6,1 13,7 24,1
k2 2)
- 0,8
M0Rk,s [Nm] 6,7 14,1 34,5 66,8
Partial safety factor γ2 - 1,25
Pullout
Characteristic resistance in uncracked
concrete C20/25 NRk,p [kN] 4,0 6,0 4,0 9,0 12,0 16,0 20,0 25,0
Characteristic resistance in cracked
concrete C20/25 NRk,p [kN] 1,0 1,5 2,0 4,0 6,0 9,0 12,0 16,0
Increasing factor for
concrete
C30/37
Ψc -
1,22
C40/50 1,41
C50/60 1,55
Concrete cone failure and splitting failure
Effective anchorage depth hef [mm] 26 35 26 43 36 50 57 70
Factor for cracked kcr
2) - 7,2
uncracked kunc 2)
- 10,1
Concrete cone
edge
distance ccr,N [mm] 1.5 hef
spacing scr,N [mm] 3 hef
Splitting
edge
distance ccr,sp [mm] 1.8 hef
spacing scr,sp [mm] 3.6 hef
Installation safety factor γ2
3) =
γinst 2) - 1,0
Concrete pryout failure
k-factor k3) = k3
2) - 1,0 2,0
Concrete edge failure
Effective length of the anchor
under shear loading lef = hef [mm] 26 35 26 43 36 50 57 70
Effective diameter of the anchor dnom [mm] 5 6 8 10
1) Only for non-structural applications
2)
Parameter only relevant for the design according to CEN/TS 1992-4:2009
3) Parameter only relevant for the design according to ETAG 001, Annex C
Příloha C1
Strana 6 ze 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_CS
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C2: Characteristic values for seismic actions C1
Size MMS-plus 10 12
Embedment depth in concrete hnom
[mm]
hnom2 hnom1 hnom2
65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance NRk,s,seis [kN] 24,1 37,4
VRk,s,seis [kN] 9,6 16,9
Pullout
Characteristic in cracked
concrete NRk,p,seis [kN] 6,8 9,0 12,0
Concrete cone failure
Effective anchorage depth hef [mm] 50 57 70
concrete
cone
edge distance ccr,N [mm] 1,5 hef
spacing scr,N [mm] 3 hef
Installation safety factor γ2
- 1,0
Concrete pryout failure
k-factor k
- 2,0 1,0
Concrete edge failure
Effective length of the
anchor under shear
loading
lef = hef [mm] 50 57 70
Effective diameter of the
anchor dnom [mm] 8 10
Příloha C2
Strana 7 ze 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_CS
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C3: Characteristic values under fire exposure
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Steel failure for tension- and shear resistance (FRk,fi = NRk,fi = VRk,fi)
Characteristic
resistance
R30 FRk,fi [kN] 0,25 0,4 0,5 1,0 1,5 2,3 3,0 3,0
R60 FRk,fi [kN] 0,25 0,4 0,5 0,8 1,4 1,4 2,1 2,1
R90 FRk,fi
[kN] 0,25 0,4 0,5 0,5 1,0 1,0 1,5 1,5
R120 FRk,fi [kN] 0,2 0,3 0,4 0,4 0,8 0,8 1,2 1,2
R30 M0Rk,s,fi
[Nm] 0,5 1,1 2,7 5,3
R60 M0Rk,s,fi
[Nm] 0,3 0,6 1,5 2,8
R90 M0Rk,s,fi
[Nm] 0,2 0,4 1,1 2,0
R120 M0Rk,s,fi
[Nm] 0,2 0,3 0,9 1,6
Edge distance
R30 to R120 ccr,fi [mm] 2 hef
Spacing
R30 to R120 scr,fi
[mm] 2 ccr,fi
Příloha C3
Strana 8 ze 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_CS
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C4: Displacements under tension loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked concrete
C20/25 to C50/60
tension N [kN] 1,9 3,0 1,9 5,3 5,7 7,9 10,7 12,8
displacement δN0 [mm] 0,11 0,11 0,06 0,12 0,06 0,07 0,05 0,19
δN∞
[mm] 0,30 0,28 0,38 1,03 0,75 0,72 0,74 0,60
Uncracked concrete
C20/25 to C50/60
tension N [kN] 0,5 0,7 0,9 2,0 2,9 4,3 5,7 6,4
displacement δN0 [mm] 0,01 0,02 0,03 0,04 0,03 0,09 0,05 0,02
δN∞
[mm] 0,14 0,09 0,12 0,11 0,08 0,09 0,07 0,22
Table C5: Displacements under shear loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked and
uncracked concrete
C20/25 to C50/60
shear load V [kN] 2 2 4 4 8 8 12 12
displacement δN0 [mm] 0,14 0,13 0,09 0,11 0,18 0,13 0,18 0,18
δN∞
[mm] 0,20 0,19 0,13 0,16 0,27 0,20 0,27 0,27
Příloha C4
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
YDEEVNEDEKLARATION
HECO-DoP_ETA_15/0784_MMS-plus_1606_DA
1. Varetypens unikke identifikationskode:
MULTI-MONTI-plus (MMS-plus) 2. Type-, parti- eller serienummer eller en anden form for angivelse, ved hjælp af hvilken byggevaren kan identificeres som krævet i henhold til artikel 11, stk. 4: Identifikation ifølge ETA-15/0784 annex A2, A3 Chargenummer: se produktemballagen 3. Byggevarens tilsigtede anvendelse eller anvendelser i overensstemmelse med den gældende harmoniserede tekniske specifikation som påtænkt af fabrikanten: ETA-15/0784 tillæg B1
Dyveltype Skrueanker
Til anvendelse i Beton C20/25 til C50/60 (EN 206) - ikke revnet: Ø6, Ø7.5, Ø10 og Ø12 - revnet: Ø6, Ø7.5, Ø10 og Ø12
Option/kategori Option 1 Seismisk: Ydelseskategori C1
Belastning statisk, quasi-statisk, seismisk (Ø10 + Ø12), brandmodstand
Materiale/udførelse
Galvaniseret stål: - til anvendelse under betingelser som tørre indvendige rum - forskellige hovedformer
4. Fabrikantens navn, registrerede firmabetegnelse eller registrerede varemærke og kontaktadresse som krævet i henhold til artikel 11, stk. 5:
HECO-Schrauben GmbH & Co. KG
Dr.-Kurt-Steim-Str. 28
78713 Schramberg (Tyskland)
5. I givet fald navn og kontaktadresse på den bemyndigede repræsentant, hvis mandat omfatter opgaverne i artikel 12, stk. 2: - 6. Systemet eller systemerne til vurdering og kontrol af konstansen af byggevarens ydeevne, jf. bilag V: System 1 7. In case of the declaration of performance concerning a construction product covered by a harmonised standard: -
Side 2 af 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_DA
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
8. Hvis ydeevnedeklarationen vedrører en byggevare, for hvilken der er udstedt en europæisk teknisk vurdering:
Evalueringsenhed: Deutsches Institut für Bautechnik (DIBt) Bemyndiget organ: Otto-Graf-Institut Stuttgart, identifikationsnummer 0672
Evalueringsrapport ETAG 001 del 1, 3 (04.2013)
Konformitetserklæring: 0672-CPR-0635 9. Deklareret ydeevne
Essential characteristics Vurderingsmetode Ydelse Harmoniserede
tekniske
specifikationer
Karakteristiske værdier for
trækbelastningsevne
ETAG 001, tillæg: C, metode A
CEN/TS 1992-4:2009, metode A ETA-15/0784: tillæg C1
ETAG 001 Part 1, 3
ETAG 001, tillæg E
EOTA TR 020
(Brandmodstand)
EOTA TR 045 ETA-15/0784: tillæg C2
EOTA TR 020 (Brandmodstand)
CEN/TS 1992-4: tillæg D ETA-15/0784: tillæg C3
Karakteristiske værdier for
tværbæreevne
ETAG 001, tillæg: C, metode A
CEN/TS 1992-4:2009, metode A ETA-15/0784: tillæg C1
EOTA TR 045 ETA-15/0784: tillæg C2
EOTA TR 020 (Brandmodstand)
CEN/TS 1992-4: tillæg D ETA-15/0784: tillæg C3
Montageidentifikations-værdier
ETA-15/0784: tillæg B2
Forskydninger i
brugsegnethedens
grænseværdi
ETAG 001, tillæg: C, metode A
CEN/TS 1992-4:2009, metode A ETA-15/0784: tillæg C4
10. Ydeevnen for den byggevare, der er anført i punkt 1 og 2, er i overensstemmelse med den deklarerede ydeevne i punkt 9. Denne ydeevnedeklaration udstedes på eneansvar af den fabrikant, der er anført i punkt 4. Underskrevet for fabrikanten og på dennes vegne af:
Schramberg, 01.07.2016 i.V.
Andreas Hettich, Head of PM/Marketing
Side 3 af 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_DA
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Specifications of intended use
Use of the anchoring: Static and quasi static loads: all sizes. Seismic category C1:
MMS-plus all Versions, size 10 with maximum embedment depth (hnom2) and size 12 with the embedment depth hnom 1 and hnom 2.
Fire exposure: all sizes.
Base Materials: Reinforced or non-reinforced normal weight concrete according to EN 206-1:2000. Strength classes C20/25 to C50/60 according to EN 206-1:2000. Non-cracked and cracked concrete: all sizes. Conditions of use (Environmental conditions): Structures subject to dry internal conditions. Design: Anchorages are designed under the responsibility of an engineer experienced in anchorages and
concrete work. Verifiable calculation notes and drawings are prepared taking account of the loads to be anchored.
The position of the anchor is indicated on the design drawings (e. g. position of the anchor relative to reinforcement or to supports, etc.).
Anchorages under static or quasi-static actions are designed for design method A in accordance with:
- ETAG 001, Annex C, edition august 2010 or - CEN/TS 1992-4:2009
The design of the anchoring under seismic action have to be carried out in accordance with: - EOTA Technical Report TR 045, edition February 2013 - Anchoring’s have to be placed outside of critical places like plastic hinges. - A distance mounting or mounting with mortar layer is not allowed.
The design of the anchoring under fire exposure have to be carried in accordance with: - EOTA Technical Report 020, edition Mai 2014 or - CEN/TS 1992-4:2009, Annex D - In case of requirements for resistance of fire exposure it must be ensured that local
spalling of the concrete cover does not occur. Installation: Hole drilling by hammer-drilling only. Anchor installation carried out by appropriately qualified personnel and under the supervision of the
person responsible for technical matters of the site.
In case of aborted hole: new drilling at a minimum distance away of twice the depth of the aborted
hole or smaller distance if the aborted hole is filled with high strength mortar and if under shear or
oblique tension load it is not the direction of the load application.
The anchor may be used only once.
After installation further turning of the anchor must not be possible.
The head of the anchor must be supported on the fixture and is not damaged.
Tillæg B1
Side 4 af 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_DA
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table B1: Installation parameters MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Nominal drill diameter d0 [mm] 5 6 8 10
Drill bit cutting diameter dcut
≤
[mm] 5,40 6,40 8,45 10,45
Depth of borehole h1
≥ [mm] 40 50 40 65 60 75 85 100
Diameter of clearance hole in the
fixture df ≤ [mm] 7 9 12 14
Diameter Countersunk dh [mm] 11,5 15,5 19,5 24
Min. thickness of the concrete
member hmin [mm] 100 100 100 100 100 115 125 150
cracked
and
uncracked
concrete
min. spacing
smin [mm] 30 30 40 40 40 50 60 60
min. edge distance cmin [mm] 30 30 40 40 40 50 60 60
Recommended installation tool [Nm]
Impact screw driver, max. power output Tmax according manufacturer information
75 100 100 200 250
Torque moment for threaded version
(type MMS-plus V) Tinst [Nm] - 15 20 30
Tillæg B2
Side 5 af 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_DA
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C1: Characteristic values for static and quasi-static tension MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 1)
45 35 1)
55 50 65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance
NRk,s [kN] 10,8 17,6 32,1 49,9
VRk,s [kN] 4,1 6,1 13,7 24,1
k2 2)
- 0,8
M0Rk,s [Nm] 6,7 14,1 34,5 66,8
Partial safety factor γ2 - 1,25
Pullout
Characteristic resistance in uncracked
concrete C20/25 NRk,p [kN] 4,0 6,0 4,0 9,0 12,0 16,0 20,0 25,0
Characteristic resistance in cracked
concrete C20/25 NRk,p [kN] 1,0 1,5 2,0 4,0 6,0 9,0 12,0 16,0
Increasing factor for
concrete
C30/37
Ψc -
1,22
C40/50 1,41
C50/60 1,55
Concrete cone failure and splitting failure
Effective anchorage depth hef [mm] 26 35 26 43 36 50 57 70
Factor for cracked kcr
2) - 7,2
uncracked kunc 2)
- 10,1
Concrete cone
edge
distance ccr,N [mm] 1.5 hef
spacing scr,N [mm] 3 hef
Splitting
edge
distance ccr,sp [mm] 1.8 hef
spacing scr,sp [mm] 3.6 hef
Installation safety factor γ2
3) =
γinst 2) - 1,0
Concrete pryout failure
k-factor k3) = k3
2) - 1,0 2,0
Concrete edge failure
Effective length of the anchor
under shear loading lef = hef [mm] 26 35 26 43 36 50 57 70
Effective diameter of the anchor dnom [mm] 5 6 8 10
1) Only for non-structural applications
2)
Parameter only relevant for the design according to CEN/TS 1992-4:2009
3) Parameter only relevant for the design according to ETAG 001, Annex C
Tillæg C1
Side 6 af 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_DA
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C2: Characteristic values for seismic actions C1
Size MMS-plus 10 12
Embedment depth in concrete hnom
[mm]
hnom2 hnom1 hnom2
65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance NRk,s,seis [kN] 24,1 37,4
VRk,s,seis [kN] 9,6 16,9
Pullout
Characteristic in cracked
concrete NRk,p,seis [kN] 6,8 9,0 12,0
Concrete cone failure
Effective anchorage depth hef [mm] 50 57 70
concrete
cone
edge distance ccr,N [mm] 1,5 hef
spacing scr,N [mm] 3 hef
Installation safety factor γ2
- 1,0
Concrete pryout failure
k-factor k
- 2,0 1,0
Concrete edge failure
Effective length of the
anchor under shear
loading
lef = hef [mm] 50 57 70
Effective diameter of the
anchor dnom [mm] 8 10
Tillæg C2
Side 7 af 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_DA
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C3: Characteristic values under fire exposure
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Steel failure for tension- and shear resistance (FRk,fi = NRk,fi = VRk,fi)
Characteristic
resistance
R30 FRk,fi [kN] 0,25 0,4 0,5 1,0 1,5 2,3 3,0 3,0
R60 FRk,fi [kN] 0,25 0,4 0,5 0,8 1,4 1,4 2,1 2,1
R90 FRk,fi
[kN] 0,25 0,4 0,5 0,5 1,0 1,0 1,5 1,5
R120 FRk,fi [kN] 0,2 0,3 0,4 0,4 0,8 0,8 1,2 1,2
R30 M0Rk,s,fi
[Nm] 0,5 1,1 2,7 5,3
R60 M0Rk,s,fi
[Nm] 0,3 0,6 1,5 2,8
R90 M0Rk,s,fi
[Nm] 0,2 0,4 1,1 2,0
R120 M0Rk,s,fi
[Nm] 0,2 0,3 0,9 1,6
Edge distance
R30 to R120 ccr,fi [mm] 2 hef
Spacing
R30 to R120 scr,fi
[mm] 2 ccr,fi
Tillæg C3
Side 8 af 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_DA
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C4: Displacements under tension loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked concrete
C20/25 to C50/60
tension N [kN] 1,9 3,0 1,9 5,3 5,7 7,9 10,7 12,8
displacement δN0 [mm] 0,11 0,11 0,06 0,12 0,06 0,07 0,05 0,19
δN∞
[mm] 0,30 0,28 0,38 1,03 0,75 0,72 0,74 0,60
Uncracked concrete
C20/25 to C50/60
tension N [kN] 0,5 0,7 0,9 2,0 2,9 4,3 5,7 6,4
displacement δN0 [mm] 0,01 0,02 0,03 0,04 0,03 0,09 0,05 0,02
δN∞
[mm] 0,14 0,09 0,12 0,11 0,08 0,09 0,07 0,22
Table C5: Displacements under shear loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked and
uncracked concrete
C20/25 to C50/60
shear load V [kN] 2 2 4 4 8 8 12 12
displacement δN0 [mm] 0,14 0,13 0,09 0,11 0,18 0,13 0,18 0,18
δN∞
[mm] 0,20 0,19 0,13 0,16 0,27 0,20 0,27 0,27
Tillæg C4
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
DECLARACIÓN DE PRESTACIONES HECO-DoP_ETA_15/0784_MMS-plus_1606_ES
1. Código de identificación única del producto tipo: MULTI-MONTI-plus (MMS-plus)
2. T Tipo, lote o número de serie o cualquier otro elemento que permita la identificación del
producto de construcción como se establece en el artículo 11, apartado 4:
Marcaje según ETA 15/0784 anexo A2, A3 Número de lote: véase embalaje del producto
3. Uso o usos previstos del producto de construcción, con arreglo a la especificación técnica
armonizada aplicable, tal como lo establece el fabricante:
ETA-15/0784 anexo B1 Typo de taco Tornillos de anclaje
Para uso en
Hormigón C20/25 hasta C50/60 (EN 206)
- no agrietado: Ø6, Ø7.5, Ø10 y Ø12 - agrietado: Ø6, Ø7.5, Ø10 y Ø12
Opción/Categoría Opción 1
Sísmica: Categoría de prestación C1
Carga static, quasi-static loads, seismic (Ø10 + Ø12), fire exposure
Material/Modelo
Galvanized steel: Acero galvanizado:
- para uso en condiciones de ambientes interiores secos
- diferentes tipos de cabeza
4. Nombre, nombre o marca registrados y dirección de contacto del fabricante según lo dispuesto
en el artículo 11, apartado 5:
HECO-Schrauben GmbH & Co. KG
Dr.-Kurt-Steim-Str. 28
78713 Schramberg (Alemania)
5. En su caso, nombre y dirección de contacto del representante autorizado cuyo mandato abarca las tareas especificadas en el artículo 12, apartado 2: -
6. Sistema o sistemas de evaluación y verificación de la constancia de las prestaciones del
producto de construcción tal como figura en el anexo V:
Sistema 1
7. En caso de declaración de prestaciones relativa a un producto de construcción cubierto por
una norma armonizada: -
Página 2 de 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_ES
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
8. En caso de declaración de prestaciones relativa a un producto de construcción para el que se
ha emitido una evaluación técnica europea:
Organismo de evaluación: Deutsches Institut für Bautechnik (DIBt) Organismo notificado: Otto-Graf-Insitut Stuttgart, n.° de identificación 0672
- Documento de evaluación: ETAG 001 parte 1, 3 (04.2013) Certificado de conformidad: 0672-CPR-0635
9. Prestaciones declaradas
Características
esenciales Método de cálculo Rendimiento
Especificación
técnica armonizada
Valores característicos
de resistencia a la
carga de tracción
ETAG 001, anexo: C,
Método A
CEN/TS 1992-4:2009,
Método A
ETA-15/0784: anexo C1
ETAG 001 Part 1, 3
ETAG 001, anexo E
EOTA TR 020
(Resistencia al
fuego)
EOTA TR 045 ETA-15/0784: anexo C2
EOTA TR 020 (Resistencia
al fuego) CEN/TS 1992-4:
annex D
ETA-15/0784: anexo C3
Valores característicos
de resistencia a la
carga transversal
ETAG 001, anexo: C,
Método A
CEN/TS 1992-4:2009,
Método A
ETA-15/0784: anexo C1
EOTA TR 045 ETA-15/0784: anexo C2
EOTA TR 020 (Resistencia
al fuego)
CEN/TS 1992-4: anexo D
ETA-15/0784: anexo C3
Parámetros de montaje
ETA-15/0784: anexo B2
Desplazamientos del
estado límite de
aptitud
ETAG 001, anexo: C,
Método A
CEN/TS 1992-4:2009,
Método A
ETA-15/0784: anexo C4
10. Las prestaciones del producto identificado en los puntos 1 y 2 son conformes con las
prestaciones declaradas en el punto 9. La presente declaración de prestaciones se emite bajo la
sola responsabilidad del fabricante identificado en el punto 4.
Firmado por y en nombre del fabricante por:
Schramberg, 01.07.2016
Andreas Hettich, Director PM/Marketing
Página 3 de 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_ES
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Specifications of intended use
Use of the anchoring: Static and quasi static loads: all sizes. Seismic category C1:
MMS-plus all Versions, size 10 with maximum embedment depth (hnom2) and size 12 with the embedment depth hnom 1 and hnom 2.
Fire exposure: all sizes.
Base Materials: Reinforced or non-reinforced normal weight concrete according to EN 206-1:2000. Strength classes C20/25 to C50/60 according to EN 206-1:2000. Non-cracked and cracked concrete: all sizes. Conditions of use (Environmental conditions): Structures subject to dry internal conditions. Design: Anchorages are designed under the responsibility of an engineer experienced in anchorages and
concrete work. Verifiable calculation notes and drawings are prepared taking account of the loads to be anchored.
The position of the anchor is indicated on the design drawings (e. g. position of the anchor relative to reinforcement or to supports, etc.).
Anchorages under static or quasi-static actions are designed for design method A in accordance with:
- ETAG 001, Annex C, edition august 2010 or - CEN/TS 1992-4:2009
The design of the anchoring under seismic action have to be carried out in accordance with: - EOTA Technical Report TR 045, edition February 2013 - Anchoring’s have to be placed outside of critical places like plastic hinges. - A distance mounting or mounting with mortar layer is not allowed.
The design of the anchoring under fire exposure have to be carried in accordance with: - EOTA Technical Report 020, edition Mai 2014 or - CEN/TS 1992-4:2009, Annex D - In case of requirements for resistance of fire exposure it must be ensured that local
spalling of the concrete cover does not occur. Installation: Hole drilling by hammer-drilling only. Anchor installation carried out by appropriately qualified personnel and under the supervision of the
person responsible for technical matters of the site.
In case of aborted hole: new drilling at a minimum distance away of twice the depth of the aborted
hole or smaller distance if the aborted hole is filled with high strength mortar and if under shear or
oblique tension load it is not the direction of the load application.
The anchor may be used only once.
After installation further turning of the anchor must not be possible.
The head of the anchor must be supported on the fixture and is not damaged.
Anexo B1
Página 4 de 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_ES
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table B1: Installation parameters MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Nominal drill diameter d0 [mm] 5 6 8 10
Drill bit cutting diameter dcut
≤
[mm] 5,40 6,40 8,45 10,45
Depth of borehole h1
≥ [mm] 40 50 40 65 60 75 85 100
Diameter of clearance hole in the
fixture df ≤ [mm] 7 9 12 14
Diameter Countersunk dh [mm] 11,5 15,5 19,5 24
Min. thickness of the concrete
member hmin [mm] 100 100 100 100 100 115 125 150
cracked
and
uncracked
concrete
min. spacing
smin [mm] 30 30 40 40 40 50 60 60
min. edge distance cmin [mm] 30 30 40 40 40 50 60 60
Recommended installation tool [Nm]
Impact screw driver, max. power output Tmax according manufacturer information
75 100 100 200 250
Torque moment for threaded version
(type MMS-plus V) Tinst [Nm] - 15 20 30
Anexo B2
Página 5 de 8
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HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C1: Characteristic values for static and quasi-static tension MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 1)
45 35 1)
55 50 65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance
NRk,s [kN] 10,8 17,6 32,1 49,9
VRk,s [kN] 4,1 6,1 13,7 24,1
k2 2)
- 0,8
M0Rk,s [Nm] 6,7 14,1 34,5 66,8
Partial safety factor γ2 - 1,25
Pullout
Characteristic resistance in uncracked
concrete C20/25 NRk,p [kN] 4,0 6,0 4,0 9,0 12,0 16,0 20,0 25,0
Characteristic resistance in cracked
concrete C20/25 NRk,p [kN] 1,0 1,5 2,0 4,0 6,0 9,0 12,0 16,0
Increasing factor for
concrete
C30/37
Ψc -
1,22
C40/50 1,41
C50/60 1,55
Concrete cone failure and splitting failure
Effective anchorage depth hef [mm] 26 35 26 43 36 50 57 70
Factor for cracked kcr
2) - 7,2
uncracked kunc 2)
- 10,1
Concrete cone
edge
distance ccr,N [mm] 1.5 hef
spacing scr,N [mm] 3 hef
Splitting
edge
distance ccr,sp [mm] 1.8 hef
spacing scr,sp [mm] 3.6 hef
Installation safety factor γ2
3) =
γinst 2) - 1,0
Concrete pryout failure
k-factor k3) = k3
2) - 1,0 2,0
Concrete edge failure
Effective length of the anchor
under shear loading lef = hef [mm] 26 35 26 43 36 50 57 70
Effective diameter of the anchor dnom [mm] 5 6 8 10
1) Only for non-structural applications
2)
Parameter only relevant for the design according to CEN/TS 1992-4:2009
3) Parameter only relevant for the design according to ETAG 001, Annex C
Anexo C1
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HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C2: Characteristic values for seismic actions C1
Size MMS-plus 10 12
Embedment depth in concrete hnom
[mm]
hnom2 hnom1 hnom2
65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance NRk,s,seis [kN] 24,1 37,4
VRk,s,seis [kN] 9,6 16,9
Pullout
Characteristic in cracked
concrete NRk,p,seis [kN] 6,8 9,0 12,0
Concrete cone failure
Effective anchorage depth hef [mm] 50 57 70
concrete
cone
edge distance ccr,N [mm] 1,5 hef
spacing scr,N [mm] 3 hef
Installation safety factor γ2
- 1,0
Concrete pryout failure
k-factor k
- 2,0 1,0
Concrete edge failure
Effective length of the
anchor under shear
loading
lef = hef [mm] 50 57 70
Effective diameter of the
anchor dnom [mm] 8 10
Anexo C2
Página 7 de 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_ES
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C3: Characteristic values under fire exposure
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Steel failure for tension- and shear resistance (FRk,fi = NRk,fi = VRk,fi)
Characteristic
resistance
R30 FRk,fi [kN] 0,25 0,4 0,5 1,0 1,5 2,3 3,0 3,0
R60 FRk,fi [kN] 0,25 0,4 0,5 0,8 1,4 1,4 2,1 2,1
R90 FRk,fi
[kN] 0,25 0,4 0,5 0,5 1,0 1,0 1,5 1,5
R120 FRk,fi [kN] 0,2 0,3 0,4 0,4 0,8 0,8 1,2 1,2
R30 M0Rk,s,fi
[Nm] 0,5 1,1 2,7 5,3
R60 M0Rk,s,fi
[Nm] 0,3 0,6 1,5 2,8
R90 M0Rk,s,fi
[Nm] 0,2 0,4 1,1 2,0
R120 M0Rk,s,fi
[Nm] 0,2 0,3 0,9 1,6
Edge distance
R30 to R120 ccr,fi [mm] 2 hef
Spacing
R30 to R120 scr,fi
[mm] 2 ccr,fi
Anexo C3
Página 8 de 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_ES
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C4: Displacements under tension loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked concrete
C20/25 to C50/60
tension N [kN] 1,9 3,0 1,9 5,3 5,7 7,9 10,7 12,8
displacement δN0 [mm] 0,11 0,11 0,06 0,12 0,06 0,07 0,05 0,19
δN∞
[mm] 0,30 0,28 0,38 1,03 0,75 0,72 0,74 0,60
Uncracked concrete
C20/25 to C50/60
tension N [kN] 0,5 0,7 0,9 2,0 2,9 4,3 5,7 6,4
displacement δN0 [mm] 0,01 0,02 0,03 0,04 0,03 0,09 0,05 0,02
δN∞
[mm] 0,14 0,09 0,12 0,11 0,08 0,09 0,07 0,22
Table C5: Displacements under shear loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked and
uncracked concrete
C20/25 to C50/60
shear load V [kN] 2 2 4 4 8 8 12 12
displacement δN0 [mm] 0,14 0,13 0,09 0,11 0,18 0,13 0,18 0,18
δN∞
[mm] 0,20 0,19 0,13 0,16 0,27 0,20 0,27 0,27
Anexo C4
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
TOIMIVUSDEKLARATSIOON HECO-DoP_ETA_15/0784_MMS-plus_1606_EE
1. Tootetüübi unikaalne tunnuskood: MULTI-MONTI-plus (MMS-plus) 2. Tüübi-, partii- või seerianumber või muu tähis ehitustoote identifitseerimiseks vastavalt artikli 11 lõikele 4: Tähistus vastavalt ETA-15/0784 lisale A2, A3 Partii number: vt toote pakendit
3. Tootja poolt ehitustootele ette nähtud kasutuseesmärk või ette nähtud kasutuseesmärgid vastavalt kohaldatavale harmoniseeritud tehnilisele spetsifikatsioonile: ETA-15/0784 lisa B1
Tüübli tüüp Kruviankur
Kasutamiseks järgnevas betoon C20/25 kuni C50/60 (EN 206)
- pragudeta: Ø6, Ø7.5, Ø10 ja Ø12 - pragunenud: Ø6, Ø7.5, Ø10 ja Ø12
Suvand/kategooria Suvand 1
Seismiline: jõudluskategooria C1
Koormamine staatiline, kvaasi-staatiline, seismiline (Ø10 + Ø12), tuletakistus
Materjal/teostus Tsingitud teras:
- rakendusteks kuivade siseruumide tingimustes
- erinevad peakujud
4. Nimi, registreeritud kaubanduslik nimetus või registreeritud kaubamärk ja tootja kontaktaadress vastavalt artikli 11 lõikele 5: HECO-Schrauben GmbH & Co. KG Dr.-Kurt-Steim-Str. 28 78713 Schramberg (Saksamaa)
5. Vajaduse korral voliniku nimi ja kontaktaadress, kes on saanud vastavalt artikli 12 lõikele 2 ülesandeks: -
6. Süsteem või süsteemid ehitustoote jõudluse püsimise hindamiseks ja kontrollimiseks vastavalt lisale V: Süsteem 1 7. Jõudlusdeklaratsiooni korral, mis kehtib harmoniseeritud normiga hõlmatava ehitustoote kohta: -
Lk 2 / 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_EE
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
8. Jõudlusdeklaratsiooni korral, mis kehtib ehitustoote kohta, millele on väljastatud Euroopa tehniline hinnang:
Hindamisasutus: Deutsches Institut für Bautechnik (DIBt) Teavitatud asutus: Otto-Graf-Institut Stuttgart, tunnusnumber 0672
Hindamisdokument: ETAG 001 osa 1, 3 (04.2013) Vastavustõend: 0672-CPR-0635
9. Deklareeritud jõudlus
Olulised tunnused Mõõdistusmeetod Jõudlus Harmoniseeritud
tehniline spetsifikatsioon
Tõmbekandevõime
iseloomulikud
väärtused
ETAG 001, lisa: C,
meetod A
CEN/TS 1992-4:2009,
meetod A
ETA-15/0784: lisa C1
ETAG 001 osa 1, 3
ETAG 001, lisa E
EOTA TR 020 (tuletakistus)
EOTA TR 045 ETA-15/0784: lisa C2
EOTA TR 020 (tuletakistus)
CEN/TS 1992-4: lisa D ETA-15/0784: lisa C3
Ristikandevõime
iseloomulikud
väärtused
ETAG 001, lisa: C,
meetod A
CEN/TS 1992-4:2009,
meetod A
ETA-15/0784: lisa C1
EOTA TR 045 ETA-15/0784: lisa C2
EOTA TR 020 (tuletakistus)
CEN/TS 1992-4: lisa D ETA-15/0784: lisa C3
Montaaži tunnusväärtused
ETA-15/0784: lisa B2
Kasutuskõlblikkuse
piirseisundi
nihkumised
ETAG 001, lisa: C,
meetod A
CEN/TS 1992-4:2009,
meetod A
ETA-15/0784: lisa C4
10. Toote jõudlus numbrite 1 ja 2 kohaselt vastab numbriga 9 deklareeritud jõudlusele. Käesoleva jõudlusdeklaratsiooni koostamise eest vastutab numbri 4 kohaselt ainuüksi tootja.
Allkirjastanud tootja jaoks ja tootja nimel:
Schramberg, 01.07.2016 p.p.
Andreas Hettich, PM/turundusosakonna juht
Lk 3 / 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_EE
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Specifications of intended use
Use of the anchoring: Static and quasi static loads: all sizes. Seismic category C1:
MMS-plus all Versions, size 10 with maximum embedment depth (hnom2) and size 12 with the embedment depth hnom 1 and hnom 2.
Fire exposure: all sizes.
Base Materials: Reinforced or non-reinforced normal weight concrete according to EN 206-1:2000. Strength classes C20/25 to C50/60 according to EN 206-1:2000. Non-cracked and cracked concrete: all sizes. Conditions of use (Environmental conditions): Structures subject to dry internal conditions. Design: Anchorages are designed under the responsibility of an engineer experienced in anchorages and
concrete work. Verifiable calculation notes and drawings are prepared taking account of the loads to be anchored.
The position of the anchor is indicated on the design drawings (e. g. position of the anchor relative to reinforcement or to supports, etc.).
Anchorages under static or quasi-static actions are designed for design method A in accordance with:
- ETAG 001, Annex C, edition august 2010 or - CEN/TS 1992-4:2009
The design of the anchoring under seismic action have to be carried out in accordance with: - EOTA Technical Report TR 045, edition February 2013 - Anchoring’s have to be placed outside of critical places like plastic hinges. - A distance mounting or mounting with mortar layer is not allowed.
The design of the anchoring under fire exposure have to be carried in accordance with: - EOTA Technical Report 020, edition Mai 2014 or - CEN/TS 1992-4:2009, Annex D - In case of requirements for resistance of fire exposure it must be ensured that local
spalling of the concrete cover does not occur. Installation: Hole drilling by hammer-drilling only.
Anchor installation carried out by appropriately qualified personnel and under the supervision of the
person responsible for technical matters of the site.
In case of aborted hole: new drilling at a minimum distance away of twice the depth of the aborted
hole or smaller distance if the aborted hole is filled with high strength mortar and if under shear or
oblique tension load it is not the direction of the load application.
The anchor may be used only once.
After installation further turning of the anchor must not be possible.
The head of the anchor must be supported on the fixture and is not damaged.
Lisa B1
Lk 4 / 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_EE
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table B1: Installation parameters MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Nominal drill diameter d0 [mm] 5 6 8 10
Drill bit cutting diameter dcut
≤
[mm] 5,40 6,40 8,45 10,45
Depth of borehole h1
≥ [mm] 40 50 40 65 60 75 85 100
Diameter of clearance hole in the
fixture df ≤ [mm] 7 9 12 14
Diameter Countersunk dh [mm] 11,5 15,5 19,5 24
Min. thickness of the concrete
member hmin [mm] 100 100 100 100 100 115 125 150
cracked
and
uncracked
concrete
min. spacing
smin [mm] 30 30 40 40 40 50 60 60
min. edge distance cmin [mm] 30 30 40 40 40 50 60 60
Recommended installation tool [Nm]
Impact screw driver, max. power output Tmax according manufacturer information
75 100 100 200 250
Torque moment for threaded version
(type MMS-plus V) Tinst [Nm] - 15 20 30
Lisa B2
Lk 5 / 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_EE
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C1: Characteristic values for static and quasi-static tension MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 1)
45 35 1)
55 50 65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance
NRk,s [kN] 10,8 17,6 32,1 49,9
VRk,s [kN] 4,1 6,1 13,7 24,1
k2 2)
- 0,8
M0Rk,s [Nm] 6,7 14,1 34,5 66,8
Partial safety factor γ2 - 1,25
Pullout
Characteristic resistance in uncracked
concrete C20/25 NRk,p [kN] 4,0 6,0 4,0 9,0 12,0 16,0 20,0 25,0
Characteristic resistance in cracked
concrete C20/25 NRk,p [kN] 1,0 1,5 2,0 4,0 6,0 9,0 12,0 16,0
Increasing factor for
concrete
C30/37
Ψc -
1,22
C40/50 1,41
C50/60 1,55
Concrete cone failure and splitting failure
Effective anchorage depth hef [mm] 26 35 26 43 36 50 57 70
Factor for cracked kcr
2) - 7,2
uncracked kunc 2)
- 10,1
Concrete cone
edge
distance ccr,N [mm] 1.5 hef
spacing scr,N [mm] 3 hef
Splitting
edge
distance ccr,sp [mm] 1.8 hef
spacing scr,sp [mm] 3.6 hef
Installation safety factor γ2
3) =
γinst 2) - 1,0
Concrete pryout failure
k-factor k3) = k3
2) - 1,0 2,0
Concrete edge failure
Effective length of the anchor
under shear loading lef = hef [mm] 26 35 26 43 36 50 57 70
Effective diameter of the anchor dnom [mm] 5 6 8 10
1) Only for non-structural applications
2) Parameter only relevant for the design according to CEN/TS 1992-4:2009
3) Parameter only relevant for the design according to ETAG 001, Annex C
Lisa C1
Lk 6 / 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_EE
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C2: Characteristic values for seismic actions C1
Size MMS-plus 10 12
Embedment depth in concrete hnom
[mm]
hnom2 hnom1 hnom2
65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance NRk,s,seis [kN] 24,1 37,4
VRk,s,seis [kN] 9,6 16,9
Pullout
Characteristic in cracked
concrete NRk,p,seis [kN] 6,8 9,0 12,0
Concrete cone failure
Effective anchorage depth hef [mm] 50 57 70
concrete
cone
edge distance ccr,N [mm] 1,5 hef
spacing scr,N [mm] 3 hef
Installation safety factor γ2
- 1,0
Concrete pryout failure
k-factor k
- 2,0 1,0
Concrete edge failure
Effective length of the
anchor under shear
loading
lef = hef [mm] 50 57 70
Effective diameter of the
anchor dnom [mm] 8 10
Lisa C2
Lk 7 / 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_EE
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C3: Characteristic values under fire exposure
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Steel failure for tension- and shear resistance (FRk,fi = NRk,fi = VRk,fi)
Characteristic
resistance
R30 FRk,fi [kN] 0,25 0,4 0,5 1,0 1,5 2,3 3,0 3,0
R60 FRk,fi [kN] 0,25 0,4 0,5 0,8 1,4 1,4 2,1 2,1
R90 FRk,fi
[kN] 0,25 0,4 0,5 0,5 1,0 1,0 1,5 1,5
R120 FRk,fi [kN] 0,2 0,3 0,4 0,4 0,8 0,8 1,2 1,2
R30 M0Rk,s,fi
[Nm] 0,5 1,1 2,7 5,3
R60 M0Rk,s,fi
[Nm] 0,3 0,6 1,5 2,8
R90 M0Rk,s,fi
[Nm] 0,2 0,4 1,1 2,0
R120 M0Rk,s,fi
[Nm] 0,2 0,3 0,9 1,6
Edge distance
R30 to R120 ccr,fi [mm] 2 hef
Spacing
R30 to R120 scr,fi
[mm] 2 ccr,fi
Lisa C3
Lk 8 / 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_EE
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
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78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C4: Displacements under tension loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked concrete
C20/25 to C50/60
tension N [kN] 1,9 3,0 1,9 5,3 5,7 7,9 10,7 12,8
displacement δN0 [mm] 0,11 0,11 0,06 0,12 0,06 0,07 0,05 0,19
δN∞
[mm] 0,30 0,28 0,38 1,03 0,75 0,72 0,74 0,60
Uncracked concrete
C20/25 to C50/60
tension N [kN] 0,5 0,7 0,9 2,0 2,9 4,3 5,7 6,4
displacement δN0 [mm] 0,01 0,02 0,03 0,04 0,03 0,09 0,05 0,02
δN∞
[mm] 0,14 0,09 0,12 0,11 0,08 0,09 0,07 0,22
Table C5: Displacements under shear loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked and
uncracked concrete
C20/25 to C50/60
shear load V [kN] 2 2 4 4 8 8 12 12
displacement δN0 [mm] 0,14 0,13 0,09 0,11 0,18 0,13 0,18 0,18
δN∞
[mm] 0,20 0,19 0,13 0,16 0,27 0,20 0,27 0,27
Lisa C4
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
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Internet: www.heco-schrauben.de
SUORITUSTASOILMOITUS
HECO-DoP_ETA_15/0784_MMS-plus_1606_FI 1. Tuotetyypin yksilöllinen tunniste: MULTI-MONTI-plus (MMS-plus)
2. Tyyppi-, erä- tai sarjanumero tai muu merkintä, jonka ansiosta rakennustuotteet voidaan tunnistaa, kuten 11 artiklan 4 kohdassa edellytetään:
Tunnistaminen ETA-15/0784 liite A2, A3 mukaisesti Eränumero: ks. Tuotepakkaus 3. Valmistajan ennakoima, sovellettavan yhdenmukaistetun teknisen eritelmän mukainen rakennustuotteen aiottu käyttötarkoitus tai -tarkoitukset: ETA-15/0784 liite B1
Vaarnatyyppi Ruuviankkuri
Käyttökohde Betoni C20/25–C50/60 (EN 206) – halkeilematon: Ø 6, Ø 7,5, Ø 10 ja Ø 12 – halkeillut: Ø 6, Ø 7,5, Ø 10 ja Ø 12
Optio/luokka Optio 1 Seisminen: suoritustasoluokka C1
Kuormitus Staattinen, osittain staattinen, seisminen (Ø 10 + Ø 12), palon kesto
Materiaali/malli Sinkitty teräs: – käytettäväksi kuivissa sisätiloissa – erilaisia kannan muotoja
4. Valmistajan nimi, rekisteröity kauppanimi tai tavaramerkki sekä osoite, josta valmistajaan saa yhteyden, kuten 11 artiklan 5 kohdassa edellytetään: HECO-Schrauben GmbH & Co. KG Dr.-Kurt-Steim-Str. 28 78713 Schramberg (Saksa) 5. Mahdollisen valtuutetun edustajan, jonka toimeksiantoon kuuluvat 12 artiklan 2 kohdassa eritellyt tehtävät, nimi sekä osoite, josta tähän saa yhteyden: - 6. Rakennustuotteen suoritustason pysyvyyden arviointi- ja varmennusjärjestelmä(t) liitteen V mukaisesti: Järjestelmä 1 7. Kun kyse on yhdenmukaistetun standardin piiriin kuuluvan rakennustuotteen suoritustasoilmoituksesta:
-
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Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
8. Kun kyse on suoritustasoilmoituksesta, joka koskee rakennustuotetta, josta on annettu
eurooppalainen tekninen arviointi:
Teknisen arvioinnin suorittaja: Deutsches Institut für Bautechnik (DIBt) Ilmoitettu taho: Otto-Graf-Institut Stuttgart, tunniste 0672
Arviointiasiakirja: ETAG 001, osa 1, 3 (04.2013) Vaatimustenmukaisuustodistus: 0672-CPR-0635
9. Ilmoitetut suoritustasot
Keskeiset
ominaisuudet Mittausmenetelmä Teho Yhdenmukaistettu
tekninen erittely
Vetolujuuden
ominaisarvot
ETAG 001, liite: C,
menetelmä A
CEN/TS 1992-4:2009,
menetelmä A
ETA-15/0784: liite C1
ETAG 001 Part 1, 3
ETAG 001, liite E
EOTA TR 020 (palon
kesto)
EOTA TR 045 ETA-15/0784: liite C2
EOTA TR 020(palon kesto)
CEN/TS 1992-4: liite D ETA-15/0784: liite C3
Leikkuuvoiman
ominaisarvot
ETAG 001, liite: C,
menetelmä A
CEN/TS 1992-4:2009,
menetelmä A
ETA-15/0784: liite C1
EOTA TR 045 ETA-15/0784: liite C2
EOTA TR 020 (palon kesto)
CEN/TS 1992-4: liite D ETA-15/0784: liite C3
Asennuksen tunnusarvot
ETA-15/0784: liite B2
Käyttökelpoisuuden
rajatilan siirtymät
ETAG 001, liite: C,
menetelmä A
CEN/TS 1992-4:2009,
menetelmä A
ETA-15/0784: liite C4
10. Edellä 1 ja 2 kohdassa yksilöidyn tuotteen suoritustasot ovat 9 kohdassa ilmoitettujen suoritustasojen mukaiset. Tämä suoritustasoilmoitus on annettu 4 kohdassa ilmoitetun valmistajan yksinomaisella vastuulla. Valmistajan puolesta allekirjoittanut:
Schramberg, 01.07.2016 i.V.
Andreas Hettich, Tuote- ja markkinointipäällikkö
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HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
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Specifications of intended use
Use of the anchoring: Static and quasi static loads: all sizes. Seismic category C1:
MMS-plus all Versions, size 10 with maximum embedment depth (hnom2) and size 12 with the embedment depth hnom 1 and hnom 2.
Fire exposure: all sizes.
Base Materials: Reinforced or non-reinforced normal weight concrete according to EN 206-1:2000. Strength classes C20/25 to C50/60 according to EN 206-1:2000. Non-cracked and cracked concrete: all sizes. Conditions of use (Environmental conditions): Structures subject to dry internal conditions. Design: Anchorages are designed under the responsibility of an engineer experienced in anchorages and
concrete work. Verifiable calculation notes and drawings are prepared taking account of the loads to be anchored.
The position of the anchor is indicated on the design drawings (e. g. position of the anchor relative to reinforcement or to supports, etc.).
Anchorages under static or quasi-static actions are designed for design method A in accordance with:
- ETAG 001, Annex C, edition august 2010 or - CEN/TS 1992-4:2009
The design of the anchoring under seismic action have to be carried out in accordance with: - EOTA Technical Report TR 045, edition February 2013 - Anchoring’s have to be placed outside of critical places like plastic hinges. - A distance mounting or mounting with mortar layer is not allowed.
The design of the anchoring under fire exposure have to be carried in accordance with: - EOTA Technical Report 020, edition Mai 2014 or - CEN/TS 1992-4:2009, Annex D - In case of requirements for resistance of fire exposure it must be ensured that local
spalling of the concrete cover does not occur. Installation: Hole drilling by hammer-drilling only. Anchor installation carried out by appropriately qualified personnel and under the supervision of the
person responsible for technical matters of the site.
In case of aborted hole: new drilling at a minimum distance away of twice the depth of the aborted
hole or smaller distance if the aborted hole is filled with high strength mortar and if under shear or
oblique tension load it is not the direction of the load application.
The anchor may be used only once.
After installation further turning of the anchor must not be possible.
The head of the anchor must be supported on the fixture and is not damaged.
Liite B1
Sivu 4/8
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HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table B1: Installation parameters MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Nominal drill diameter d0 [mm] 5 6 8 10
Drill bit cutting diameter dcut
≤
[mm] 5,40 6,40 8,45 10,45
Depth of borehole h1
≥ [mm] 40 50 40 65 60 75 85 100
Diameter of clearance hole in the
fixture df ≤ [mm] 7 9 12 14
Diameter Countersunk dh [mm] 11,5 15,5 19,5 24
Min. thickness of the concrete
member hmin [mm] 100 100 100 100 100 115 125 150
cracked
and
uncracked
concrete
min. spacing
smin [mm] 30 30 40 40 40 50 60 60
min. edge distance cmin [mm] 30 30 40 40 40 50 60 60
Recommended installation tool [Nm]
Impact screw driver, max. power output Tmax according manufacturer information
75 100 100 200 250
Torque moment for threaded version
(type MMS-plus V) Tinst [Nm] - 15 20 30
Liite B2
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HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C1: Characteristic values for static and quasi-static tension MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 1)
45 35 1)
55 50 65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance
NRk,s [kN] 10,8 17,6 32,1 49,9
VRk,s [kN] 4,1 6,1 13,7 24,1
k2 2)
- 0,8
M0Rk,s [Nm] 6,7 14,1 34,5 66,8
Partial safety factor γ2 - 1,25
Pullout
Characteristic resistance in uncracked
concrete C20/25 NRk,p [kN] 4,0 6,0 4,0 9,0 12,0 16,0 20,0 25,0
Characteristic resistance in cracked
concrete C20/25 NRk,p [kN] 1,0 1,5 2,0 4,0 6,0 9,0 12,0 16,0
Increasing factor for
concrete
C30/37
Ψc -
1,22
C40/50 1,41
C50/60 1,55
Concrete cone failure and splitting failure
Effective anchorage depth hef [mm] 26 35 26 43 36 50 57 70
Factor for cracked kcr
2) - 7,2
uncracked kunc 2)
- 10,1
Concrete cone
edge
distance ccr,N [mm] 1.5 hef
spacing scr,N [mm] 3 hef
Splitting
edge
distance ccr,sp [mm] 1.8 hef
spacing scr,sp [mm] 3.6 hef
Installation safety factor γ2
3) =
γinst 2) - 1,0
Concrete pryout failure
k-factor k3) = k3
2) - 1,0 2,0
Concrete edge failure
Effective length of the anchor
under shear loading lef = hef [mm] 26 35 26 43 36 50 57 70
Effective diameter of the anchor dnom [mm] 5 6 8 10
1) Only for non-structural applications
2)
Parameter only relevant for the design according to CEN/TS 1992-4:2009
3) Parameter only relevant for the design according to ETAG 001, Annex C
Liite C1
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HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
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Table C2: Characteristic values for seismic actions C1
Size MMS-plus 10 12
Embedment depth in concrete hnom
[mm]
hnom2 hnom1 hnom2
65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance NRk,s,seis [kN] 24,1 37,4
VRk,s,seis [kN] 9,6 16,9
Pullout
Characteristic in cracked
concrete NRk,p,seis [kN] 6,8 9,0 12,0
Concrete cone failure
Effective anchorage depth hef [mm] 50 57 70
concrete
cone
edge distance ccr,N [mm] 1,5 hef
spacing scr,N [mm] 3 hef
Installation safety factor γ2
- 1,0
Concrete pryout failure
k-factor k
- 2,0 1,0
Concrete edge failure
Effective length of the
anchor under shear
loading
lef = hef [mm] 50 57 70
Effective diameter of the
anchor dnom [mm] 8 10
Liite C2
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Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C3: Characteristic values under fire exposure
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Steel failure for tension- and shear resistance (FRk,fi = NRk,fi = VRk,fi)
Characteristic
resistance
R30 FRk,fi [kN] 0,25 0,4 0,5 1,0 1,5 2,3 3,0 3,0
R60 FRk,fi [kN] 0,25 0,4 0,5 0,8 1,4 1,4 2,1 2,1
R90 FRk,fi
[kN] 0,25 0,4 0,5 0,5 1,0 1,0 1,5 1,5
R120 FRk,fi [kN] 0,2 0,3 0,4 0,4 0,8 0,8 1,2 1,2
R30 M0Rk,s,fi
[Nm] 0,5 1,1 2,7 5,3
R60 M0Rk,s,fi
[Nm] 0,3 0,6 1,5 2,8
R90 M0Rk,s,fi
[Nm] 0,2 0,4 1,1 2,0
R120 M0Rk,s,fi
[Nm] 0,2 0,3 0,9 1,6
Edge distance
R30 to R120 ccr,fi [mm] 2 hef
Spacing
R30 to R120 scr,fi
[mm] 2 ccr,fi
Liite C3
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Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C4: Displacements under tension loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked concrete
C20/25 to C50/60
tension N [kN] 1,9 3,0 1,9 5,3 5,7 7,9 10,7 12,8
displacement δN0 [mm] 0,11 0,11 0,06 0,12 0,06 0,07 0,05 0,19
δN∞
[mm] 0,30 0,28 0,38 1,03 0,75 0,72 0,74 0,60
Uncracked concrete
C20/25 to C50/60
tension N [kN] 0,5 0,7 0,9 2,0 2,9 4,3 5,7 6,4
displacement δN0 [mm] 0,01 0,02 0,03 0,04 0,03 0,09 0,05 0,02
δN∞
[mm] 0,14 0,09 0,12 0,11 0,08 0,09 0,07 0,22
Table C5: Displacements under shear loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked and
uncracked concrete
C20/25 to C50/60
shear load V [kN] 2 2 4 4 8 8 12 12
displacement δN0 [mm] 0,14 0,13 0,09 0,11 0,18 0,13 0,18 0,18
δN∞
[mm] 0,20 0,19 0,13 0,16 0,27 0,20 0,27 0,27
Liite C4
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
TELJESÍTMÉNYNYILATKOZAT HECO-DoP_ETA_15/0784_MMS-plus_1606_HU
1. A terméktípus egyedi azonosító kódja: MULTI-MONTI-plus (MMS-plus) 2. Típus-, tétel- vagy sorozatszám vagy egyéb ilyen elem, amely lehetővé teszi az építési termék azonosítását a 11. cikk (4) bekezdésében előírtaknak megfelelően: Megjelölés az ETA-15/0784, A2, A3 melléklet
Gyártási kötegszám: lásd a termék csomagolásán 3. Az építési terméknek a gyártó által meghatározott rendeltetése vagy rendeltetései az alkalmazandó harmonizált műszaki előírással összhangban: ETA-15/0784, B1 melléklet
Dübeltípus Betoncsavar
Felhasználási terület Concrete C20/25 - C50/60 (EN 206) - uncracked: Ø6, Ø7.5, Ø10 and Ø12 - cracked: Ø6, Ø7.5, Ø10 and Ø12
Opció/kategória 1. opció Szeizmikus: C1 teljesítménykategória
Igénybevétel static, quasi-static loads, seismic (Ø10 + Ø12), fire exposure
Anyag/kivitel Horganyzott acél: - száraz belső terekbeli körülmények közötti alkalmazásokhoz - különböző fejformák
4. A gyártók neve, bejegyzett kereskedelmi neve, illetve bejegyzett védjegye, valamint értesítési címe a 11. cikk (5) bekezdésében előírtaknak megfelelően: HECO-Schrauben GmbH & Co. KG Dr.-Kurt-Steim-Str. 28 78713 Schramberg (Németország) 5. Adott esetben annak a meghatalmazott képviselőnek a neve és értesítési címe, akinek a megbízása körébe a 12. cikk (2) bekezdésében meghatározott feladatok tartoznak: - 6. Az építési termékek teljesítménye állandóságának értékelésére és ellenőrzésére szolgáló, az V. mellékletben szereplők szerinti rendszer vagy rendszerek: System 1
7. Harmonizált szabványok által szabályozott építési termékekre vonatkozó gyártói nyilatkozat esetén:
-
Oldalszám 2/8
HECO-DoP_ETA_15/0784_MMS-plus_1606_HU
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
8. Olyan építési termékekre vonatkozó gyártói nyilatkozat esetén, amelyekre európai műszaki értékelést adtak ki:
Kiértékelést végző intézet: Deutsches Institut für Bautechnik (Német Építéstechnikai Intézet - DIBt)
Tanúsítási testület: Otto-Graf-Institut Stuttgart, Tanúsítási testület száma: 0672 Kiértékelési dokumentáció: ETAG 001 1. rész, 3 (2013. április) Megfelelőségi tanúsítvány: 0672-CPR-0635
9. A nyilatkozat szerinti teljesítmény
Alapvető jellemzők Értékelési módszertan Teljesítmény Harmonizált
műszaki
specifikáció
Húzószilárdsági
jellemző értékek
ETAG 001, C melléklet,
módszer A
CEN/TS 1992-4:2009,
módszer A
ETA-15/0784: C1 melléklet
ETAG 001 Part
1, 3
ETAG 001, E
melléklet
EOTA TR 020
(Tűzállóság)
EOTA TR 045 ETA-15/0784: C2 melléklet
EOTA TR 020 (Tűzállóság)
CEN/TS 1992-4: D
melléklet
ETA-15/0784: C3 melléklet
Nyírószilárdsági
jellemző értékek
ETAG 001, C melléklet,
módszer A
CEN/TS 1992-4:2009,
módszer A
ETA-15/0784: C1 melléklet
EOTA TR 045 ETA-15/0784: C2 melléklet
EOTA TR 020 (Tűzállóság)
CEN/TS 1992-4: D
melléklet
ETA-15/0784: C3 melléklet
Szerelési jellemzők
ETA-15/0784: B2 melléklet
Használhatósági
határállapothoz tartozó
elmozdulások
ETAG 001, C melléklet,
módszer A
CEN/TS 1992-4:2009,
módszer A
ETA-15/0784: C4 melléklet
10. Az 1. és 2. pontban meghatározott termék teljesítménye megfelel a 9. pontban feltüntetett, nyilatkozat szerinti teljesítménynek. E teljesítménynyilatkozat kiadásáért kizárólag a 4. pontban meghatározott gyártó a felelős.
A gyártó nevében és részéről aláíró személy:
Schramberg, 01.07.2016 képv.
Andreas Hettich, Termék- és marketing menedzser
Oldalszám 3/8
HECO-DoP_ETA_15/0784_MMS-plus_1606_HU
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Specifications of intended use
Use of the anchoring: Static and quasi static loads: all sizes. Seismic category C1:
MMS-plus all Versions, size 10 with maximum embedment depth (hnom2) and size 12 with the embedment depth hnom 1 and hnom 2.
Fire exposure: all sizes.
Base Materials: Reinforced or non-reinforced normal weight concrete according to EN 206-1:2000. Strength classes C20/25 to C50/60 according to EN 206-1:2000. Non-cracked and cracked concrete: all sizes. Conditions of use (Environmental conditions): Structures subject to dry internal conditions. Design: Anchorages are designed under the responsibility of an engineer experienced in anchorages and
concrete work. Verifiable calculation notes and drawings are prepared taking account of the loads to be anchored.
The position of the anchor is indicated on the design drawings (e. g. position of the anchor relative to reinforcement or to supports, etc.).
Anchorages under static or quasi-static actions are designed for design method A in accordance with:
- ETAG 001, Annex C, edition august 2010 or - CEN/TS 1992-4:2009
The design of the anchoring under seismic action have to be carried out in accordance with: - EOTA Technical Report TR 045, edition February 2013 - Anchoring’s have to be placed outside of critical places like plastic hinges. - A distance mounting or mounting with mortar layer is not allowed.
The design of the anchoring under fire exposure have to be carried in accordance with: - EOTA Technical Report 020, edition Mai 2014 or - CEN/TS 1992-4:2009, Annex D - In case of requirements for resistance of fire exposure it must be ensured that local
spalling of the concrete cover does not occur. Installation: Hole drilling by hammer-drilling only. Anchor installation carried out by appropriately qualified personnel and under the supervision of the
person responsible for technical matters of the site.
In case of aborted hole: new drilling at a minimum distance away of twice the depth of the aborted
hole or smaller distance if the aborted hole is filled with high strength mortar and if under shear or
oblique tension load it is not the direction of the load application.
The anchor may be used only once.
After installation further turning of the anchor must not be possible.
The head of the anchor must be supported on the fixture and is not damaged.
B1 Melléklet
Oldalszám 4/8
HECO-DoP_ETA_15/0784_MMS-plus_1606_HU
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table B1: Installation parameters MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Nominal drill diameter d0 [mm] 5 6 8 10
Drill bit cutting diameter dcut
≤
[mm] 5,40 6,40 8,45 10,45
Depth of borehole h1
≥ [mm] 40 50 40 65 60 75 85 100
Diameter of clearance hole in the
fixture df ≤ [mm] 7 9 12 14
Diameter Countersunk dh [mm] 11,5 15,5 19,5 24
Min. thickness of the concrete
member hmin [mm] 100 100 100 100 100 115 125 150
cracked
and
uncracked
concrete
min. spacing
smin [mm] 30 30 40 40 40 50 60 60
min. edge distance cmin [mm] 30 30 40 40 40 50 60 60
Recommended installation tool [Nm]
Impact screw driver, max. power output Tmax according manufacturer information
75 100 100 200 250
Torque moment for threaded version
(type MMS-plus V) Tinst [Nm] - 15 20 30
B2 Melléklet
Oldalszám 5/8
HECO-DoP_ETA_15/0784_MMS-plus_1606_HU
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C1: Characteristic values for static and quasi-static tension MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 1)
45 35 1)
55 50 65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance
NRk,s [kN] 10,8 17,6 32,1 49,9
VRk,s [kN] 4,1 6,1 13,7 24,1
k2 2)
- 0,8
M0Rk,s [Nm] 6,7 14,1 34,5 66,8
Partial safety factor γ2 - 1,25
Pullout
Characteristic resistance in uncracked
concrete C20/25 NRk,p [kN] 4,0 6,0 4,0 9,0 12,0 16,0 20,0 25,0
Characteristic resistance in cracked
concrete C20/25 NRk,p [kN] 1,0 1,5 2,0 4,0 6,0 9,0 12,0 16,0
Increasing factor for
concrete
C30/37
Ψc -
1,22
C40/50 1,41
C50/60 1,55
Concrete cone failure and splitting failure
Effective anchorage depth hef [mm] 26 35 26 43 36 50 57 70
Factor for cracked kcr
2) - 7,2
uncracked kunc 2)
- 10,1
Concrete cone
edge
distance ccr,N [mm] 1.5 hef
spacing scr,N [mm] 3 hef
Splitting
edge
distance ccr,sp [mm] 1.8 hef
spacing scr,sp [mm] 3.6 hef
Installation safety factor γ2
3) =
γinst 2) - 1,0
Concrete pryout failure
k-factor k3) = k3
2) - 1,0 2,0
Concrete edge failure
Effective length of the anchor
under shear loading lef = hef [mm] 26 35 26 43 36 50 57 70
Effective diameter of the anchor dnom [mm] 5 6 8 10
1) Only for non-structural applications
2)
Parameter only relevant for the design according to CEN/TS 1992-4:2009
3) Parameter only relevant for the design according to ETAG 001, Annex C
C1 Melléklet
Oldalszám 6/8
HECO-DoP_ETA_15/0784_MMS-plus_1606_HU
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C2: Characteristic values for seismic actions C1
Size MMS-plus 10 12
Embedment depth in concrete hnom
[mm]
hnom2 hnom1 hnom2
65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance NRk,s,seis [kN] 24,1 37,4
VRk,s,seis [kN] 9,6 16,9
Pullout
Characteristic in cracked
concrete NRk,p,seis [kN] 6,8 9,0 12,0
Concrete cone failure
Effective anchorage depth hef [mm] 50 57 70
concrete
cone
edge distance ccr,N [mm] 1,5 hef
spacing scr,N [mm] 3 hef
Installation safety factor γ2
- 1,0
Concrete pryout failure
k-factor k
- 2,0 1,0
Concrete edge failure
Effective length of the
anchor under shear
loading
lef = hef [mm] 50 57 70
Effective diameter of the
anchor dnom [mm] 8 10
C2 Melléklet
Oldalszám 7/8
HECO-DoP_ETA_15/0784_MMS-plus_1606_HU
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C3: Characteristic values under fire exposure
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Steel failure for tension- and shear resistance (FRk,fi = NRk,fi = VRk,fi)
Characteristic
resistance
R30 FRk,fi [kN] 0,25 0,4 0,5 1,0 1,5 2,3 3,0 3,0
R60 FRk,fi [kN] 0,25 0,4 0,5 0,8 1,4 1,4 2,1 2,1
R90 FRk,fi
[kN] 0,25 0,4 0,5 0,5 1,0 1,0 1,5 1,5
R120 FRk,fi [kN] 0,2 0,3 0,4 0,4 0,8 0,8 1,2 1,2
R30 M0Rk,s,fi
[Nm] 0,5 1,1 2,7 5,3
R60 M0Rk,s,fi
[Nm] 0,3 0,6 1,5 2,8
R90 M0Rk,s,fi
[Nm] 0,2 0,4 1,1 2,0
R120 M0Rk,s,fi
[Nm] 0,2 0,3 0,9 1,6
Edge distance
R30 to R120 ccr,fi [mm] 2 hef
Spacing
R30 to R120 scr,fi
[mm] 2 ccr,fi
C3 Melléklet
Oldalszám 8/8
HECO-DoP_ETA_15/0784_MMS-plus_1606_HU
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C4: Displacements under tension loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked concrete
C20/25 to C50/60
tension N [kN] 1,9 3,0 1,9 5,3 5,7 7,9 10,7 12,8
displacement δN0 [mm] 0,11 0,11 0,06 0,12 0,06 0,07 0,05 0,19
δN∞
[mm] 0,30 0,28 0,38 1,03 0,75 0,72 0,74 0,60
Uncracked concrete
C20/25 to C50/60
tension N [kN] 0,5 0,7 0,9 2,0 2,9 4,3 5,7 6,4
displacement δN0 [mm] 0,01 0,02 0,03 0,04 0,03 0,09 0,05 0,02
δN∞
[mm] 0,14 0,09 0,12 0,11 0,08 0,09 0,07 0,22
Table C5: Displacements under shear loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked and
uncracked concrete
C20/25 to C50/60
shear load V [kN] 2 2 4 4 8 8 12 12
displacement δN0 [mm] 0,14 0,13 0,09 0,11 0,18 0,13 0,18 0,18
δN∞
[mm] 0,20 0,19 0,13 0,16 0,27 0,20 0,27 0,27
C4 Melléklet
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
PRESTATIEVERKLARING HECO-DoP_ETA_15/0784_MMS-plus_1606_NL
1. Unieke identificatiecode van het producttype:
MULTI-MONTI-plus (MMS-plus) 2. Type-, partij- of serienummer, dan wel een ander identificatiemiddel voor het bouwproduct, zoals voorgeschreven in artikel 11, lid 4 Identificatie conform ETA-15/0784 bijlage A2, A3 Chargenummer: zie de productverpakking
3. Beoogde gebruiken van het bouwproduct, overeenkomstig de toepasselijke geharmoniseerde technische specificatie, zoals door de fabrikant bepaald. ETA-15/0784 bijlage B1
Plugtype Betonschroef
Voor gebruik in Beton C20/25 - C50/60 (EN 206)
- ongescheurd: Ø6, Ø7.5, Ø10 en Ø12 - gescheurd: Ø6, Ø7.5, Ø10 en Ø12
Optie/Categorie Option 1
Seismisch categorie C1
Belasting statisch, quasi-statisch, seismisch (Ø10 + Ø12), brandweerstand
Materiaal/uitvoering Verzinkt staal:
- voor toepassingen onder voorwaarde van droge binnenruimten
- verschillende kopvormen
4. Naam, geregistreerde handelsnaam of geregistreerd handelsmerk en contactadres van de fabrikant, zoals voorgeschreven in artikel 11, lid 5:
HECO-Schrauben GmbH & Co. KG Dr.-Kurt-Steim-Str. 28 78713 Schramberg (Duitsland)
5. Indien van toepassing, naam en contactadres van de gemachtigde wiens mandaat de in artikel 12, lid 2, vermelde taken bestrijkt:
-
6. Het systeem of de systemen voor de beoordeling en verificatie van de prestatiebestendigheid van het bouwproduct, vermeld in bijlage V
System 1
7. Indien de prestatieverklaring betrekking heeft op een bouwproduct dat onder een geharmoniseerde norm valt: -
Pagina 2 van 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_NL
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
8. Indien de prestatieverklaring betrekking heeft op een bouwproduct waarvoor een Europese technische beoordeling is afgegeven:
Technische beoordelingsinstantie: Het Deutsche Institut für Bautechnik DIBt (DIBt)
Keuringsinstituut:: Otto-Graf-Institut Stuttgart, Kennummer 0672 Europees beoordelingsdocument: ETAG 001 deel 1, 3 (04.2013)
Conformiteitscertificaat: 0672-CPR-0635
9. Aangegeven prestatie
Belangrijke kenmerken Dimensioneringsmethode Prestatie Geharmoniseerde
technische
specificatie
Karakteristieke
trekweerstand
ETAG 001, annex: C,
methode A
CEN/TS 1992-4:2009,
methode A
ETA-15/0784: annex C1
ETAG 001 Part 1, 3
ETAG 001, annex E
EOTA TR 020
(brandweerstand)
EOTA TR 045 ETA-15/0784: annex C2
EOTA TR 020 (brand-
weerstand)
CEN/TS 1992-4: annex D
ETA-15/0784: annex C3
Karakteristieke
afschuifweerstand
ETAG 001, annex: C,
methode A
CEN/TS 1992-4:2009,
methode A
ETA-15/0784: annex C1
EOTA TR 045 ETA-15/0784: annex C2
EOTA TR 020 (brand-
weerstand)
CEN/TS 1992-4: annex D
ETA-15/0784: annex C3
Montage voorschriften
ETA-15/0784: annex B2
Verschuiving van
limiettoestand van
bruikbaarheid
ETAG 001, annex: C,
methode A
CEN/TS 1992-4:2009,
methode A
ETA-15/0784: annex C4
10. De prestaties van het in de punten 1 en 2 omschreven product zijn conform de in punt 9
aangegeven prestaties. Deze prestatieverklaring wordt verstrekt onder de exclusieve verantwoordelijkheid van de in punt 4 vermelde fabrikant.
Ondertekend voor en namens de fabrikant door:
Schramberg, 01.07.2016 i.o.
Andreas Hettich, Hoofd PM/Marketing
Pagina 3 van 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_NL
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Specifications of intended use
Use of the anchoring: Static and quasi static loads: all sizes. Seismic category C1:
MMS-plus all Versions, size 10 with maximum embedment depth (hnom2) and size 12 with the embedment depth hnom 1 and hnom 2.
Fire exposure: all sizes.
Base Materials: Reinforced or non-reinforced normal weight concrete according to EN 206-1:2000. Strength classes C20/25 to C50/60 according to EN 206-1:2000. Non-cracked and cracked concrete: all sizes. Conditions of use (Environmental conditions): Structures subject to dry internal conditions. Design: Anchorages are designed under the responsibility of an engineer experienced in anchorages and
concrete work. Verifiable calculation notes and drawings are prepared taking account of the loads to be anchored.
The position of the anchor is indicated on the design drawings (e. g. position of the anchor relative to reinforcement or to supports, etc.).
Anchorages under static or quasi-static actions are designed for design method A in accordance with:
- ETAG 001, Annex C, edition august 2010 or - CEN/TS 1992-4:2009
The design of the anchoring under seismic action have to be carried out in accordance with: - EOTA Technical Report TR 045, edition February 2013 - Anchoring’s have to be placed outside of critical places like plastic hinges. - A distance mounting or mounting with mortar layer is not allowed.
The design of the anchoring under fire exposure have to be carried in accordance with: - EOTA Technical Report 020, edition Mai 2014 or - CEN/TS 1992-4:2009, Annex D - In case of requirements for resistance of fire exposure it must be ensured that local
spalling of the concrete cover does not occur. Installation: Hole drilling by hammer-drilling only. Anchor installation carried out by appropriately qualified personnel and under the supervision of the
person responsible for technical matters of the site.
In case of aborted hole: new drilling at a minimum distance away of twice the depth of the aborted
hole or smaller distance if the aborted hole is filled with high strength mortar and if under shear or
oblique tension load it is not the direction of the load application.
The anchor may be used only once.
After installation further turning of the anchor must not be possible.
The head of the anchor must be supported on the fixture and is not damaged.
Annex B1
Pagina 4 van 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_NL
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table B1: Installation parameters MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Nominal drill diameter d0 [mm] 5 6 8 10
Drill bit cutting diameter dcut
≤
[mm] 5,40 6,40 8,45 10,45
Depth of borehole h1
≥ [mm] 40 50 40 65 60 75 85 100
Diameter of clearance hole in the
fixture df ≤ [mm] 7 9 12 14
Diameter Countersunk dh [mm] 11,5 15,5 19,5 24
Min. thickness of the concrete
member hmin [mm] 100 100 100 100 100 115 125 150
cracked
and
uncracked
concrete
min. spacing
smin [mm] 30 30 40 40 40 50 60 60
min. edge distance cmin [mm] 30 30 40 40 40 50 60 60
Recommended installation tool [Nm]
Impact screw driver, max. power output Tmax according manufacturer information
75 100 100 200 250
Torque moment for threaded version
(type MMS-plus V) Tinst [Nm] - 15 20 30
Annex B2
Pagina 5 van 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_NL
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C1: Characteristic values for static and quasi-static tension MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 1)
45 35 1)
55 50 65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance
NRk,s [kN] 10,8 17,6 32,1 49,9
VRk,s [kN] 4,1 6,1 13,7 24,1
k2 2)
- 0,8
M0Rk,s [Nm] 6,7 14,1 34,5 66,8
Partial safety factor γ2 - 1,25
Pullout
Characteristic resistance in uncracked
concrete C20/25 NRk,p [kN] 4,0 6,0 4,0 9,0 12,0 16,0 20,0 25,0
Characteristic resistance in cracked
concrete C20/25 NRk,p [kN] 1,0 1,5 2,0 4,0 6,0 9,0 12,0 16,0
Increasing factor for
concrete
C30/37
Ψc -
1,22
C40/50 1,41
C50/60 1,55
Concrete cone failure and splitting failure
Effective anchorage depth hef [mm] 26 35 26 43 36 50 57 70
Factor for cracked kcr
2) - 7,2
uncracked kunc 2)
- 10,1
Concrete cone
edge
distance ccr,N [mm] 1.5 hef
spacing scr,N [mm] 3 hef
Splitting
edge
distance ccr,sp [mm] 1.8 hef
spacing scr,sp [mm] 3.6 hef
Installation safety factor γ2
3) =
γinst 2) - 1,0
Concrete pryout failure
k-factor k3) = k3
2) - 1,0 2,0
Concrete edge failure
Effective length of the anchor
under shear loading lef = hef [mm] 26 35 26 43 36 50 57 70
Effective diameter of the anchor dnom [mm] 5 6 8 10
1) Only for non-structural applications
2)
Parameter only relevant for the design according to CEN/TS 1992-4:2009
3) Parameter only relevant for the design according to ETAG 001, Annex C
Annex C1
Pagina 6 van 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_NL
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C2: Characteristic values for seismic actions C1
Size MMS-plus 10 12
Embedment depth in concrete hnom
[mm]
hnom2 hnom1 hnom2
65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance NRk,s,seis [kN] 24,1 37,4
VRk,s,seis [kN] 9,6 16,9
Pullout
Characteristic in cracked
concrete NRk,p,seis [kN] 6,8 9,0 12,0
Concrete cone failure
Effective anchorage depth hef [mm] 50 57 70
concrete
cone
edge distance ccr,N [mm] 1,5 hef
spacing scr,N [mm] 3 hef
Installation safety factor γ2
- 1,0
Concrete pryout failure
k-factor k
- 2,0 1,0
Concrete edge failure
Effective length of the
anchor under shear
loading
lef = hef [mm] 50 57 70
Effective diameter of the
anchor dnom [mm] 8 10
Annex C2
Pagina 7 van 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_NL
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C3: Characteristic values under fire exposure
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Steel failure for tension- and shear resistance (FRk,fi = NRk,fi = VRk,fi)
Characteristic
resistance
R30 FRk,fi [kN] 0,25 0,4 0,5 1,0 1,5 2,3 3,0 3,0
R60 FRk,fi [kN] 0,25 0,4 0,5 0,8 1,4 1,4 2,1 2,1
R90 FRk,fi
[kN] 0,25 0,4 0,5 0,5 1,0 1,0 1,5 1,5
R120 FRk,fi [kN] 0,2 0,3 0,4 0,4 0,8 0,8 1,2 1,2
R30 M0Rk,s,fi
[Nm] 0,5 1,1 2,7 5,3
R60 M0Rk,s,fi
[Nm] 0,3 0,6 1,5 2,8
R90 M0Rk,s,fi
[Nm] 0,2 0,4 1,1 2,0
R120 M0Rk,s,fi
[Nm] 0,2 0,3 0,9 1,6
Edge distance
R30 to R120 ccr,fi [mm] 2 hef
Spacing
R30 to R120 scr,fi
[mm] 2 ccr,fi
Annex C3
Pagina 8 van 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_NL
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C4: Displacements under tension loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked concrete
C20/25 to C50/60
tension N [kN] 1,9 3,0 1,9 5,3 5,7 7,9 10,7 12,8
displacement δN0 [mm] 0,11 0,11 0,06 0,12 0,06 0,07 0,05 0,19
δN∞
[mm] 0,30 0,28 0,38 1,03 0,75 0,72 0,74 0,60
Uncracked concrete
C20/25 to C50/60
tension N [kN] 0,5 0,7 0,9 2,0 2,9 4,3 5,7 6,4
displacement δN0 [mm] 0,01 0,02 0,03 0,04 0,03 0,09 0,05 0,02
δN∞
[mm] 0,14 0,09 0,12 0,11 0,08 0,09 0,07 0,22
Table C5: Displacements under shear loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked and
uncracked concrete
C20/25 to C50/60
shear load V [kN] 2 2 4 4 8 8 12 12
displacement δN0 [mm] 0,14 0,13 0,09 0,11 0,18 0,13 0,18 0,18
δN∞
[mm] 0,20 0,19 0,13 0,16 0,27 0,20 0,27 0,27
Annex C4
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
YTELSESERKLÆRING
HECO-DoP_ETA_15/0784_MMS-plus_1606_NO 1. Entydig identifikasjonskode for produkttypen: MULTI-MONTI-plus (MMS-plus) 2. Type-, parti- eller serienummer eller annen form for angivelse som merking for identifikasjon av byggevaren i henhold til artikkel 11 avsnitt 4: Merking i henhold til ETA-15/0784 vedlegg A2, A3 Partinummer: se produktets emballasje
3. Produsentens tilsiktede bruksområde eller bruksområder for byggevaren i samsvar med den relevante harmoniserte tekniske spesifikasjonen: ETA-15/0784 vedlegg B1
Pluggtype Skruanker
Til bruk i Betong C20/25 til C50/60 (EN 206)
- ikke-sprukket: Ø6, Ø7,5, Ø10 og Ø12 - sprukket: Ø6, Ø7,5, Ø10 og Ø12
Alternativ/kategori Alternativ 1
Seismisk: Ytelseskategori C1
Belastninger statisk, kvasi-statisk, seismisk (Ø10 + Ø12), brannmotstand
Materiale/utførelse Galvanisert stål:
- til bruk under forhold ved tørre, innvendige rom
- forskjellige hodeformer
4. Navn, registrert varenavn eller registrert varemerke og produsentens kontaktadresse i henhold til artikkel 11 avsnitt 5: HECO-Schrauben GmbH & Co. KG Dr.-Kurt-Steim-Str. 28 78713 Schramberg (Tyskland)
5. Eventuelt navn og kontaktadresse til fullmektig som har fått oppgavene i henhold til artikkel 12 avsnitt 2 i oppdrag: -
6. System eller systemer for bedømmelse og kontroll av ytelsesstabiliteten til byggevaren i henhold til vedlegg V: System 1 7. Dersom ytelseserklæringen gjelder en byggevare som omfattes av en harmonisert standard: -
Side 2 av 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_NO
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
8. Dersom ytelseserklæringen gjelder en byggevare som det er utstedt en europeisk teknisk vurdering for:
Vurderingsorgan: Deutsches Institut für Bautechnik (DIBt) Teknisk kontrollorgan: Otto-Graf-Institut Stuttgart, registreringsnummer 0672
Vurderingsdokument: ETAG 001 del 1, 3 (04.2013) Samsvarserklæring 0672-CPR-0635
9. Erklært ytelse
Vesentlige egenskaper Designmetode Ytelse Harmonisert
teknisk
spesifikasjon
Karakteristiske verdier
for strekkmotstand
ETAG 001, vedlegg: C,
metode A
CEN/TS 1992-4:2009,
metode A
ETA-15/0784: vedlegg C1
ETAG 001 del 1, 3
ETAG 001, vedlegg
E
EOTA TR 020
(brannmotstand)
EOTA TR 045 ETA-15/0784: vedlegg C2
EOTA TR 020
(brannmotstand)
CEN/TS 1992-4: vedlegg D
ETA-15/0784: vedlegg C3
Karakteristiske verdier
for skjæremotstand
ETAG 001, vedlegg: C,
metode A
CEN/TS 1992-4:2009,
metode A
ETA-15/0784: vedlegg C1
EOTA TR 045 ETA-15/0784: vedlegg C2
EOTA TR 020
(brannmotstand)
CEN/TS 1992-4: vedlegg D
ETA-15/0784: vedlegg C3
Karakteristiske montasjeverdier
ETA-15/0784: vedlegg B2
Forskyvning for
bruksgrensetilstanden
ETAG 001, vedlegg: C,
metode A
CEN/TS 1992-4:2009,
metode A
ETA-15/0784: vedlegg C4
10. Ytelsen for den varen som angitt i punkt 1 og 2, er i samsvar med ytelsen angitt i nummer 9. Denne ytelseserklæringen er utstedt på eget ansvar av produsenten, som er angitt i punkt nummer 4.
Undertegnet for og på vegne av produsenten:
Schramberg, 01.07.2016 e.f.
Andreas Hettich, sjef PM/Marketing
Side 3 av 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_NO
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Specifications of intended use
Use of the anchoring: Static and quasi static loads: all sizes. Seismic category C1:
MMS-plus all Versions, size 10 with maximum embedment depth (hnom2) and size 12 with the embedment depth hnom 1 and hnom 2.
Fire exposure: all sizes.
Base Materials: Reinforced or non-reinforced normal weight concrete according to EN 206-1:2000. Strength classes C20/25 to C50/60 according to EN 206-1:2000. Non-cracked and cracked concrete: all sizes. Conditions of use (Environmental conditions): Structures subject to dry internal conditions. Design: Anchorages are designed under the responsibility of an engineer experienced in anchorages and
concrete work. Verifiable calculation notes and drawings are prepared taking account of the loads to be anchored.
The position of the anchor is indicated on the design drawings (e. g. position of the anchor relative to reinforcement or to supports, etc.).
Anchorages under static or quasi-static actions are designed for design method A in accordance with:
- ETAG 001, Annex C, edition august 2010 or - CEN/TS 1992-4:2009
The design of the anchoring under seismic action have to be carried out in accordance with: - EOTA Technical Report TR 045, edition February 2013 - Anchoring’s have to be placed outside of critical places like plastic hinges. - A distance mounting or mounting with mortar layer is not allowed.
The design of the anchoring under fire exposure have to be carried in accordance with: - EOTA Technical Report 020, edition Mai 2014 or - CEN/TS 1992-4:2009, Annex D - In case of requirements for resistance of fire exposure it must be ensured that local
spalling of the concrete cover does not occur. Installation: Hole drilling by hammer-drilling only.
Anchor installation carried out by appropriately qualified personnel and under the supervision of the
person responsible for technical matters of the site.
In case of aborted hole: new drilling at a minimum distance away of twice the depth of the aborted
hole or smaller distance if the aborted hole is filled with high strength mortar and if under shear or
oblique tension load it is not the direction of the load application.
The anchor may be used only once.
After installation further turning of the anchor must not be possible.
The head of the anchor must be supported on the fixture and is not damaged.
Vedlegg B1
Side 4 av 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_NO
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table B1: Installation parameters MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Nominal drill diameter d0 [mm] 5 6 8 10
Drill bit cutting diameter dcut
≤
[mm] 5,40 6,40 8,45 10,45
Depth of borehole h1
≥ [mm] 40 50 40 65 60 75 85 100
Diameter of clearance hole in the
fixture df ≤ [mm] 7 9 12 14
Diameter Countersunk dh [mm] 11,5 15,5 19,5 24
Min. thickness of the concrete
member hmin [mm] 100 100 100 100 100 115 125 150
cracked
and
uncracked
concrete
min. spacing
smin [mm] 30 30 40 40 40 50 60 60
min. edge distance cmin [mm] 30 30 40 40 40 50 60 60
Recommended installation tool [Nm]
Impact screw driver, max. power output Tmax according manufacturer information
75 100 100 200 250
Torque moment for threaded version
(type MMS-plus V) Tinst [Nm] - 15 20 30
Vedlegg B2
Side 5 av 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_NO
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C1: Characteristic values for static and quasi-static tension MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 1)
45 35 1)
55 50 65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance
NRk,s [kN] 10,8 17,6 32,1 49,9
VRk,s [kN] 4,1 6,1 13,7 24,1
k2 2)
- 0,8
M0Rk,s [Nm] 6,7 14,1 34,5 66,8
Partial safety factor γ2 - 1,25
Pullout
Characteristic resistance in uncracked
concrete C20/25 NRk,p [kN] 4,0 6,0 4,0 9,0 12,0 16,0 20,0 25,0
Characteristic resistance in cracked
concrete C20/25 NRk,p [kN] 1,0 1,5 2,0 4,0 6,0 9,0 12,0 16,0
Increasing factor for
concrete
C30/37
Ψc -
1,22
C40/50 1,41
C50/60 1,55
Concrete cone failure and splitting failure
Effective anchorage depth hef [mm] 26 35 26 43 36 50 57 70
Factor for cracked kcr
2) - 7,2
uncracked kunc 2)
- 10,1
Concrete cone
edge
distance ccr,N [mm] 1.5 hef
spacing scr,N [mm] 3 hef
Splitting
edge
distance ccr,sp [mm] 1.8 hef
spacing scr,sp [mm] 3.6 hef
Installation safety factor γ2
3) =
γinst 2) - 1,0
Concrete pryout failure
k-factor k3) = k3
2) - 1,0 2,0
Concrete edge failure
Effective length of the anchor
under shear loading lef = hef [mm] 26 35 26 43 36 50 57 70
Effective diameter of the anchor dnom [mm] 5 6 8 10
1) Only for non-structural applications
2) Parameter only relevant for the design according to CEN/TS 1992-4:2009
3) Parameter only relevant for the design according to ETAG 001, Annex C
Vedlegg C1
Side 6 av 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_NO
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C2: Characteristic values for seismic actions C1
Size MMS-plus 10 12
Embedment depth in concrete hnom
[mm]
hnom2 hnom1 hnom2
65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance NRk,s,seis [kN] 24,1 37,4
VRk,s,seis [kN] 9,6 16,9
Pullout
Characteristic in cracked
concrete NRk,p,seis [kN] 6,8 9,0 12,0
Concrete cone failure
Effective anchorage depth hef [mm] 50 57 70
concrete
cone
edge distance ccr,N [mm] 1,5 hef
spacing scr,N [mm] 3 hef
Installation safety factor γ2
- 1,0
Concrete pryout failure
k-factor k
- 2,0 1,0
Concrete edge failure
Effective length of the
anchor under shear
loading
lef = hef [mm] 50 57 70
Effective diameter of the
anchor dnom [mm] 8 10
Vedlegg C2
Side 7 av 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_NO
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C3: Characteristic values under fire exposure
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Steel failure for tension- and shear resistance (FRk,fi = NRk,fi = VRk,fi)
Characteristic
resistance
R30 FRk,fi [kN] 0,25 0,4 0,5 1,0 1,5 2,3 3,0 3,0
R60 FRk,fi [kN] 0,25 0,4 0,5 0,8 1,4 1,4 2,1 2,1
R90 FRk,fi
[kN] 0,25 0,4 0,5 0,5 1,0 1,0 1,5 1,5
R120 FRk,fi [kN] 0,2 0,3 0,4 0,4 0,8 0,8 1,2 1,2
R30 M0Rk,s,fi
[Nm] 0,5 1,1 2,7 5,3
R60 M0Rk,s,fi
[Nm] 0,3 0,6 1,5 2,8
R90 M0Rk,s,fi
[Nm] 0,2 0,4 1,1 2,0
R120 M0Rk,s,fi
[Nm] 0,2 0,3 0,9 1,6
Edge distance
R30 to R120 ccr,fi [mm] 2 hef
Spacing
R30 to R120 scr,fi
[mm] 2 ccr,fi
Vedlegg C3
Side 8 av 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_NO
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C4: Displacements under tension loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked concrete
C20/25 to C50/60
tension N [kN] 1,9 3,0 1,9 5,3 5,7 7,9 10,7 12,8
displacement δN0 [mm] 0,11 0,11 0,06 0,12 0,06 0,07 0,05 0,19
δN∞
[mm] 0,30 0,28 0,38 1,03 0,75 0,72 0,74 0,60
Uncracked concrete
C20/25 to C50/60
tension N [kN] 0,5 0,7 0,9 2,0 2,9 4,3 5,7 6,4
displacement δN0 [mm] 0,01 0,02 0,03 0,04 0,03 0,09 0,05 0,02
δN∞
[mm] 0,14 0,09 0,12 0,11 0,08 0,09 0,07 0,22
Table C5: Displacements under shear loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked and
uncracked concrete
C20/25 to C50/60
shear load V [kN] 2 2 4 4 8 8 12 12
displacement δN0 [mm] 0,14 0,13 0,09 0,11 0,18 0,13 0,18 0,18
δN∞
[mm] 0,20 0,19 0,13 0,16 0,27 0,20 0,27 0,27
Vedlegg C4
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
DEKLARACJA WŁAŚCIWOŚCI UŻYTKOWYCH HECO-DoP_ETA_15/0784_MMS-plus_1606_PL
1. Niepowtarzalny kod identyfikacyjny typu wyrobu:
MULTI-MONTI-plus (MMS-plus) 2. Numer typu, partii lub serii lub jakikolwiek inny element umożliwiający identyfikację wyrobu budowlanego, wymagany zgodnie z art. 11 ust. 4:
Oznaczone zgodnie z ETA-15/0784 załącznik A2, A3
Numer partii: patrz opakowanie produktu 3. Przewidziane przez producenta zamierzone zastosowanie lub zastosowania wyrobu budowlanego zgodnie z mającą zastosowanie zharmonizowaną specyfikacją techniczną: ETA-15/0784 załącznik B1
Typ sworznia Kotwy wkręcane
Zastosowanie Beton C20/25 do C50/60 (EN 206) - niepękający: Ø6, Ø7,5, Ø10 i Ø12 - pękający: Ø6, Ø7,5, Ø10 i Ø12
Opcja/kategoria Opcja 1 Sejsmiczne: Kategoria mocy C1
Obciążenie statyczne, quasi statyczne, sejsmiczne (Ø10 + Ø12), odporność ogniowa
Material/Versions Stal ocynkowana: - do zastosowania w warunkach suchych pomieszczeń - różne formy głowic
4. Nazwa, zastrzeżona nazwa handlowa lub zastrzeżony znak towarowy oraz adres kontaktowy producenta, wymagany zgodnie z art. 11 ust. 5:
HECO-Schrauben GmbH & Co. KG
Dr.-Kurt-Steim-Str. 28
78713 Schramberg (Niemcy)
5. W stosownych przypadkach nazwa i adres kontaktowy upoważnionego przedstawiciela, którego pełnomocnictwo obejmuje zadania określone w art. 12 ust. 2:
-
6. System lub systemy oceny i weryfikacji stałości właściwości użytkowych wyrobu budowlanego określone w załączniku V:
System 1
7. W przypadku deklaracji właściwości użytkowych dotyczącej wyrobu budowlanego objętego normą zharmonizowaną: -
Strona 2 z 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_PL
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
8. W przypadku deklaracji właściwości użytkowych dotyczącej wyrobu budowlanego, dla którego wydana została europejska ocena techniczna:
ednostka wystawiająca ocenę: Niemiecki Instytut Techniki Budowlanej (Deutsche Institut für Bautechnik – DIBt),
Notyfikowana jednostka: Instytut Otto Grafa w Stuttgarcie (Otto-Graf-Institut Stuttgart), numer identyfikacyjny 0672
Dokument oceny: ETAG 001 Część 1, 3 (04.2013)
Certyfikat zgodności: 0672-CPR-0635
9. Deklarowane właściwości użytkowe:
Zasadnicze
charakterystyki Metoda pomiarowa Właściwości użytkowe
Zharmonizowan
a specyfikacja
techniczna
Wartości
charakterystyczne
naprężenia
rozciągającego
ETAG 001, załącznik: C,
metoda A
CEN/TS 1992-4:2009, metoda
A
ETA-15/0784: załącznik C1
ETAG 001 Part 1,
3
ETAG 001,
załącznik E
EOTA TR 020
(odporność
ogniowa)
EOTA TR 045 ETA-15/0784: załącznik C2
EOTA TR 020 (odporność
ogniowa)
CEN/TS 1992-4: annex D
ETA-15/0784: załącznik C3
Wartości
charakterystyczne
naprężenia
poprzecznego
ETAG 001, załącznik: C,
methode A
CEN/TS 1992-4:2009, m
metoda A
ETA-15/0784: załącznik C1
EOTA TR 045 ETA-15/0784: załącznik C2
EOTA TR 020 (odporność
ogniowa)
CEN/TS 1992-4: załącznik D
ETA-15/0784: załącznik C3
Wartości montażowe
ETA-15/0784: załącznik B2
Przesunięcia dla
stanu granicznego
przydatności do
użycia
ETAG 001, załącznik: C,
metoda A
CEN/TS 1992-4:2009, metoda
A
ETA-15/0784: załącznik C4
10. Właściwości użytkowe wyrobu określone w pkt 1 i 2 są zgodne z właściwościami użytkowymi
deklarowanymi w pkt 9. Niniejsza deklaracja właściwości użytkowych wydana zostaje na wyłączną odpowiedzialność producenta określonego w pkt 4.
W imieniu producenta podpisał
Schramberg, 01.07.2016 z up.
Andreas Hettich, Kierownik działu marketingu
Strona 3 z 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_PL
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Specifications of intended use
Use of the anchoring: Static and quasi static loads: all sizes. Seismic category C1:
MMS-plus all Versions, size 10 with maximum embedment depth (hnom2) and size 12 with the embedment depth hnom 1 and hnom 2.
Fire exposure: all sizes.
Base Materials: Reinforced or non-reinforced normal weight concrete according to EN 206-1:2000. Strength classes C20/25 to C50/60 according to EN 206-1:2000. Non-cracked and cracked concrete: all sizes. Conditions of use (Environmental conditions): Structures subject to dry internal conditions. Design: Anchorages are designed under the responsibility of an engineer experienced in anchorages and
concrete work. Verifiable calculation notes and drawings are prepared taking account of the loads to be anchored.
The position of the anchor is indicated on the design drawings (e. g. position of the anchor relative to reinforcement or to supports, etc.).
Anchorages under static or quasi-static actions are designed for design method A in accordance with:
- ETAG 001, Annex C, edition august 2010 or - CEN/TS 1992-4:2009
The design of the anchoring under seismic action have to be carried out in accordance with: - EOTA Technical Report TR 045, edition February 2013 - Anchoring’s have to be placed outside of critical places like plastic hinges. - A distance mounting or mounting with mortar layer is not allowed.
The design of the anchoring under fire exposure have to be carried in accordance with: - EOTA Technical Report 020, edition Mai 2014 or - CEN/TS 1992-4:2009, Annex D - In case of requirements for resistance of fire exposure it must be ensured that local
spalling of the concrete cover does not occur. Installation: Hole drilling by hammer-drilling only. Anchor installation carried out by appropriately qualified personnel and under the supervision of the
person responsible for technical matters of the site.
In case of aborted hole: new drilling at a minimum distance away of twice the depth of the aborted
hole or smaller distance if the aborted hole is filled with high strength mortar and if under shear or
oblique tension load it is not the direction of the load application.
The anchor may be used only once.
After installation further turning of the anchor must not be possible.
The head of the anchor must be supported on the fixture and is not damaged.
Załącznik B1
Strona 4 z 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_PL
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table B1: Installation parameters MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Nominal drill diameter d0 [mm] 5 6 8 10
Drill bit cutting diameter dcut
≤
[mm] 5,40 6,40 8,45 10,45
Depth of borehole h1
≥ [mm] 40 50 40 65 60 75 85 100
Diameter of clearance hole in the
fixture df ≤ [mm] 7 9 12 14
Diameter Countersunk dh [mm] 11,5 15,5 19,5 24
Min. thickness of the concrete
member hmin [mm] 100 100 100 100 100 115 125 150
cracked
and
uncracked
concrete
min. spacing
smin [mm] 30 30 40 40 40 50 60 60
min. edge distance cmin [mm] 30 30 40 40 40 50 60 60
Recommended installation tool [Nm]
Impact screw driver, max. power output Tmax according manufacturer information
75 100 100 200 250
Torque moment for threaded version
(type MMS-plus V) Tinst [Nm] - 15 20 30
Załącznik B2
Strona 5 z 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_PL
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C1: Characteristic values for static and quasi-static tension MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 1)
45 35 1)
55 50 65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance
NRk,s [kN] 10,8 17,6 32,1 49,9
VRk,s [kN] 4,1 6,1 13,7 24,1
k2 2)
- 0,8
M0Rk,s [Nm] 6,7 14,1 34,5 66,8
Partial safety factor γ2 - 1,25
Pullout
Characteristic resistance in uncracked
concrete C20/25 NRk,p [kN] 4,0 6,0 4,0 9,0 12,0 16,0 20,0 25,0
Characteristic resistance in cracked
concrete C20/25 NRk,p [kN] 1,0 1,5 2,0 4,0 6,0 9,0 12,0 16,0
Increasing factor for
concrete
C30/37
Ψc -
1,22
C40/50 1,41
C50/60 1,55
Concrete cone failure and splitting failure
Effective anchorage depth hef [mm] 26 35 26 43 36 50 57 70
Factor for cracked kcr
2) - 7,2
uncracked kunc 2)
- 10,1
Concrete cone
edge
distance ccr,N [mm] 1.5 hef
spacing scr,N [mm] 3 hef
Splitting
edge
distance ccr,sp [mm] 1.8 hef
spacing scr,sp [mm] 3.6 hef
Installation safety factor γ2
3) =
γinst 2) - 1,0
Concrete pryout failure
k-factor k3) = k3
2) - 1,0 2,0
Concrete edge failure
Effective length of the anchor
under shear loading lef = hef [mm] 26 35 26 43 36 50 57 70
Effective diameter of the anchor dnom [mm] 5 6 8 10
1) Only for non-structural applications
2)
Parameter only relevant for the design according to CEN/TS 1992-4:2009
3) Parameter only relevant for the design according to ETAG 001, Annex C
Załącznik C1
Strona 6 z 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_PL
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C2: Characteristic values for seismic actions C1
Size MMS-plus 10 12
Embedment depth in concrete hnom
[mm]
hnom2 hnom1 hnom2
65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance NRk,s,seis [kN] 24,1 37,4
VRk,s,seis [kN] 9,6 16,9
Pullout
Characteristic in cracked
concrete NRk,p,seis [kN] 6,8 9,0 12,0
Concrete cone failure
Effective anchorage depth hef [mm] 50 57 70
concrete
cone
edge distance ccr,N [mm] 1,5 hef
spacing scr,N [mm] 3 hef
Installation safety factor γ2
- 1,0
Concrete pryout failure
k-factor k
- 2,0 1,0
Concrete edge failure
Effective length of the
anchor under shear
loading
lef = hef [mm] 50 57 70
Effective diameter of the
anchor dnom [mm] 8 10
Załącznik C2
Strona 7 z 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_PL
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C3: Characteristic values under fire exposure
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Steel failure for tension- and shear resistance (FRk,fi = NRk,fi = VRk,fi)
Characteristic
resistance
R30 FRk,fi [kN] 0,25 0,4 0,5 1,0 1,5 2,3 3,0 3,0
R60 FRk,fi [kN] 0,25 0,4 0,5 0,8 1,4 1,4 2,1 2,1
R90 FRk,fi
[kN] 0,25 0,4 0,5 0,5 1,0 1,0 1,5 1,5
R120 FRk,fi [kN] 0,2 0,3 0,4 0,4 0,8 0,8 1,2 1,2
R30 M0Rk,s,fi
[Nm] 0,5 1,1 2,7 5,3
R60 M0Rk,s,fi
[Nm] 0,3 0,6 1,5 2,8
R90 M0Rk,s,fi
[Nm] 0,2 0,4 1,1 2,0
R120 M0Rk,s,fi
[Nm] 0,2 0,3 0,9 1,6
Edge distance
R30 to R120 ccr,fi [mm] 2 hef
Spacing
R30 to R120 scr,fi
[mm] 2 ccr,fi
Załącznik C3
Strona 8 z 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_PL
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C4: Displacements under tension loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked concrete
C20/25 to C50/60
tension N [kN] 1,9 3,0 1,9 5,3 5,7 7,9 10,7 12,8
displacement δN0 [mm] 0,11 0,11 0,06 0,12 0,06 0,07 0,05 0,19
δN∞
[mm] 0,30 0,28 0,38 1,03 0,75 0,72 0,74 0,60
Uncracked concrete
C20/25 to C50/60
tension N [kN] 0,5 0,7 0,9 2,0 2,9 4,3 5,7 6,4
displacement δN0 [mm] 0,01 0,02 0,03 0,04 0,03 0,09 0,05 0,02
δN∞
[mm] 0,14 0,09 0,12 0,11 0,08 0,09 0,07 0,22
Table C5: Displacements under shear loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked and
uncracked concrete
C20/25 to C50/60
shear load V [kN] 2 2 4 4 8 8 12 12
displacement δN0 [mm] 0,14 0,13 0,09 0,11 0,18 0,13 0,18 0,18
δN∞
[mm] 0,20 0,19 0,13 0,16 0,27 0,20 0,27 0,27
Załącznik C4
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
DECLARAÇÃO DE DESEMPENHO HECO-DoP_ETA_15/0784_MMS-plus_1606_PT
1. Código de identificação único do produto-tipo:
MULTI-MONTI-plus (MMS-plus)
2. Número do tipo, do lote ou da série, ou quaisquer outros elementos que permitam a identificação do produto de construção, nos termos do n.o 4 do artigo 11.o:
Identificação segundo ETA-15/0784 anexo A2, A3 Número do lote: ver embalagem do produto
3. Utilização ou utilizações previstas do produto de construção, de acordo com a especificação técnica harmonizada aplicável, tal como previsto pelo fabricante:
ETA-15/0784 anexo B1
Tipo de cavilhas Escora de aparafusamento
Para utilizar em Betão C20/25 até C50/60 (EN 206) - não fendilhado: Ø6, Ø7,5, Ø10 e Ø12 - fendilhado: Ø6, Ø7,5, Ø10 e Ø12
Opção/categoria Opção 1 Sísmico: categoria de desempenho C1
Esforço estático, quase estático, sísmico (Ø10 + Ø12), resistência ao fogo
Material/versão Aço galvanizado: - para aplicações em espaços interiores com condições secas - diferentes formatos de cabeça
4. Nome, designação comercial ou marca comercial registada e endereço de contacto do fabricante, nos termos do n.o 5 do artigo 11.o: HECO-Schrauben GmbH & Co. KG Dr.-Kurt-Steim-Str. 28 78713 Schramberg (Alemanha) 5. Se aplicável, nome e endereço de contacto do mandatário cujo mandato abrange os actos especificados no n.o 2 do artigo 12.o: - 6. Sistema ou sistemas de avaliação e verificação da regularidade do desempenho do produto de construção tal como previsto no anexo V: System 1 7. No caso de uma declaração de desempenho relativa a um produto de construção abrangido por uma norma harmonizada: -
Página 2 de 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_PT
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
8. No caso de uma declaração de desempenho relativa a um produto de construção para o qual tenha sido emitida uma Avaliação Técnica Europeia:
Organismo de avaliação: Deutsches Institut für Bautechnik (DIBt Organismo notificado: Otto-Graf-Institut Stuttgart, número de identificação 0672 Documento de avaliação: ETAG 001 Parte 1, 3 (04.2013) Declaração de conformidade: 0672-CPR-0635
9. Desempenho declarado
Caraterísticas
essenciais Método de medição Desempenho
Especificação
técnica
harmonizada
Valores caraterísticos
de tensão
ETAG 001, anexo: C,
Método A
CEN/TS 1992-4:2009,
Método A
ETA-15/0784: anexo C1
ETAG 001 Part 1, 3
ETAG 001, anexo E
EOTA TR 020
(resistência ao fogo)
EOTA TR 045 ETA-15/0784: anexo C2
EOTA TR 020 (resistência
ao fogo)
CEN/TS 1992-4: anexo D
ETA-15/0784: anexo C3
Valores caraterísticos
de cisalhamento
ETAG 001, anexo: C,
Método A
CEN/TS 1992-4:2009,
Método A
ETA-15/0784: anexo C1
EOTA TR 045 ETA-15/0784: anexo C2
EOTA TR 020 (resistência
ao fogo)
CEN/TS 1992-4: anexo D
ETA-15/0784: anexo C3
Parâmetros caraterísticos de montagem
ETA-15/0784: anexo B2
Deslocações para
estado limite de
aptidão para utilização
ETAG 001, anexo: C,
Método A
CEN/TS 1992-4:2009,
Método A
ETA-15/0784: anexo C4
10. O desempenho do produto identificado nos pontos 1 e 2 é conforme com o desempenho declarado no ponto 9. A presente declaração de desempenho é emitida sob a exclusiva responsabilidade do fabricante identificado no ponto 4.
Assinado por e em nome do fabricante por:
Schramberg, 01.07.2016 P.P.
Andreas Hettich, Director of PM/Marketing
Página 3 de 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_PT
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Specifications of intended use
Use of the anchoring: Static and quasi static loads: all sizes. Seismic category C1:
MMS-plus all Versions, size 10 with maximum embedment depth (hnom2) and size 12 with the embedment depth hnom 1 and hnom 2.
Fire exposure: all sizes.
Base Materials: Reinforced or non-reinforced normal weight concrete according to EN 206-1:2000. Strength classes C20/25 to C50/60 according to EN 206-1:2000. Non-cracked and cracked concrete: all sizes. Conditions of use (Environmental conditions): Structures subject to dry internal conditions. Design: Anchorages are designed under the responsibility of an engineer experienced in anchorages and
concrete work. Verifiable calculation notes and drawings are prepared taking account of the loads to be anchored.
The position of the anchor is indicated on the design drawings (e. g. position of the anchor relative to reinforcement or to supports, etc.).
Anchorages under static or quasi-static actions are designed for design method A in accordance with:
- ETAG 001, Annex C, edition august 2010 or - CEN/TS 1992-4:2009
The design of the anchoring under seismic action have to be carried out in accordance with: - EOTA Technical Report TR 045, edition February 2013 - Anchoring’s have to be placed outside of critical places like plastic hinges. - A distance mounting or mounting with mortar layer is not allowed.
The design of the anchoring under fire exposure have to be carried in accordance with: - EOTA Technical Report 020, edition Mai 2014 or - CEN/TS 1992-4:2009, Annex D - In case of requirements for resistance of fire exposure it must be ensured that local
spalling of the concrete cover does not occur. Installation: Hole drilling by hammer-drilling only. Anchor installation carried out by appropriately qualified personnel and under the supervision of the
person responsible for technical matters of the site.
In case of aborted hole: new drilling at a minimum distance away of twice the depth of the aborted
hole or smaller distance if the aborted hole is filled with high strength mortar and if under shear or
oblique tension load it is not the direction of the load application.
The anchor may be used only once.
After installation further turning of the anchor must not be possible.
The head of the anchor must be supported on the fixture and is not damaged.
Anexo B1
Página 4 de 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_PT
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table B1: Installation parameters MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Nominal drill diameter d0 [mm] 5 6 8 10
Drill bit cutting diameter dcut
≤
[mm] 5,40 6,40 8,45 10,45
Depth of borehole h1
≥ [mm] 40 50 40 65 60 75 85 100
Diameter of clearance hole in the
fixture df ≤ [mm] 7 9 12 14
Diameter Countersunk dh [mm] 11,5 15,5 19,5 24
Min. thickness of the concrete
member hmin [mm] 100 100 100 100 100 115 125 150
cracked
and
uncracked
concrete
min. spacing
smin [mm] 30 30 40 40 40 50 60 60
min. edge distance cmin [mm] 30 30 40 40 40 50 60 60
Recommended installation tool [Nm]
Impact screw driver, max. power output Tmax according manufacturer information
75 100 100 200 250
Torque moment for threaded version
(type MMS-plus V) Tinst [Nm] - 15 20 30
Anexo B2
Página 5 de 8
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HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C1: Characteristic values for static and quasi-static tension MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 1)
45 35 1)
55 50 65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance
NRk,s [kN] 10,8 17,6 32,1 49,9
VRk,s [kN] 4,1 6,1 13,7 24,1
k2 2)
- 0,8
M0Rk,s [Nm] 6,7 14,1 34,5 66,8
Partial safety factor γ2 - 1,25
Pullout
Characteristic resistance in uncracked
concrete C20/25 NRk,p [kN] 4,0 6,0 4,0 9,0 12,0 16,0 20,0 25,0
Characteristic resistance in cracked
concrete C20/25 NRk,p [kN] 1,0 1,5 2,0 4,0 6,0 9,0 12,0 16,0
Increasing factor for
concrete
C30/37
Ψc -
1,22
C40/50 1,41
C50/60 1,55
Concrete cone failure and splitting failure
Effective anchorage depth hef [mm] 26 35 26 43 36 50 57 70
Factor for cracked kcr
2) - 7,2
uncracked kunc 2)
- 10,1
Concrete cone
edge
distance ccr,N [mm] 1.5 hef
spacing scr,N [mm] 3 hef
Splitting
edge
distance ccr,sp [mm] 1.8 hef
spacing scr,sp [mm] 3.6 hef
Installation safety factor γ2
3) =
γinst 2) - 1,0
Concrete pryout failure
k-factor k3) = k3
2) - 1,0 2,0
Concrete edge failure
Effective length of the anchor
under shear loading lef = hef [mm] 26 35 26 43 36 50 57 70
Effective diameter of the anchor dnom [mm] 5 6 8 10
1) Only for non-structural applications
2)
Parameter only relevant for the design according to CEN/TS 1992-4:2009
3) Parameter only relevant for the design according to ETAG 001, Annex C
Anexo C1
Página 6 de 8
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HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
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Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
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Table C2: Characteristic values for seismic actions C1
Size MMS-plus 10 12
Embedment depth in concrete hnom
[mm]
hnom2 hnom1 hnom2
65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance NRk,s,seis [kN] 24,1 37,4
VRk,s,seis [kN] 9,6 16,9
Pullout
Characteristic in cracked
concrete NRk,p,seis [kN] 6,8 9,0 12,0
Concrete cone failure
Effective anchorage depth hef [mm] 50 57 70
concrete
cone
edge distance ccr,N [mm] 1,5 hef
spacing scr,N [mm] 3 hef
Installation safety factor γ2
- 1,0
Concrete pryout failure
k-factor k
- 2,0 1,0
Concrete edge failure
Effective length of the
anchor under shear
loading
lef = hef [mm] 50 57 70
Effective diameter of the
anchor dnom [mm] 8 10
Anexo C2
Página 7 de 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_PT
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
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Internet: www.heco-schrauben.de
Table C3: Characteristic values under fire exposure
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Steel failure for tension- and shear resistance (FRk,fi = NRk,fi = VRk,fi)
Characteristic
resistance
R30 FRk,fi [kN] 0,25 0,4 0,5 1,0 1,5 2,3 3,0 3,0
R60 FRk,fi [kN] 0,25 0,4 0,5 0,8 1,4 1,4 2,1 2,1
R90 FRk,fi
[kN] 0,25 0,4 0,5 0,5 1,0 1,0 1,5 1,5
R120 FRk,fi [kN] 0,2 0,3 0,4 0,4 0,8 0,8 1,2 1,2
R30 M0Rk,s,fi
[Nm] 0,5 1,1 2,7 5,3
R60 M0Rk,s,fi
[Nm] 0,3 0,6 1,5 2,8
R90 M0Rk,s,fi
[Nm] 0,2 0,4 1,1 2,0
R120 M0Rk,s,fi
[Nm] 0,2 0,3 0,9 1,6
Edge distance
R30 to R120 ccr,fi [mm] 2 hef
Spacing
R30 to R120 scr,fi
[mm] 2 ccr,fi
Anexo C3
Página 8 de 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_PT
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
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Internet: www.heco-schrauben.de
Table C4: Displacements under tension loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked concrete
C20/25 to C50/60
tension N [kN] 1,9 3,0 1,9 5,3 5,7 7,9 10,7 12,8
displacement δN0 [mm] 0,11 0,11 0,06 0,12 0,06 0,07 0,05 0,19
δN∞
[mm] 0,30 0,28 0,38 1,03 0,75 0,72 0,74 0,60
Uncracked concrete
C20/25 to C50/60
tension N [kN] 0,5 0,7 0,9 2,0 2,9 4,3 5,7 6,4
displacement δN0 [mm] 0,01 0,02 0,03 0,04 0,03 0,09 0,05 0,02
δN∞
[mm] 0,14 0,09 0,12 0,11 0,08 0,09 0,07 0,22
Table C5: Displacements under shear loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked and
uncracked concrete
C20/25 to C50/60
shear load V [kN] 2 2 4 4 8 8 12 12
displacement δN0 [mm] 0,14 0,13 0,09 0,11 0,18 0,13 0,18 0,18
δN∞
[mm] 0,20 0,19 0,13 0,16 0,27 0,20 0,27 0,27
Anexo C4
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
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ДЕКЛАРАЦИЯ ЗА
ЕКСПЛОАТАЦИОННИ ПОКАЗАТЕЛИ HECO-DoP_ETA_15/0784_MMS-plus_1606_BG
1. Уникален идентификационен код на типа продукт: MULTI-MONTI-plus (MMS-plus)
2. Тип, партиден или сериен номер или друг елемент, който позволява да се идентифицира строителният продукт съгласно изискванията на член 11, параграф 4:
Обозначение съгласно ETA-15/0784 приложение A2, A3 Номер на партидата: вижте опаковката на продукта
3. Предвидена употреба или употреби на строителния продукт в съответствие с приложимата хармонизирана спецификация, както е предвидено от производителя:
ETA-15/0784 приложение B1
Тип на крепежния елемент Винтов анкер
За приложение в
бетон C20/25 до C50/60 (EN 206)
- ненапукан бетон: Ø6, Ø7,5, Ø10 и Ø12
- напукан бетон: Ø6, Ø7,5, Ø10 и Ø12
Опция/категория Опция 1
Сеизмична устойчивост: Клас C1
Режим на натоварване статичен, квазистатичен, сеизмичен (Ø10 + Ø12),
пожароустойчивост
Материал/модел
Поцинкована стомана:
- за прилагане в условията на сухи вътрешни помещения
- различни форми на главите
4. Име, регистрирано търговско наименование или регистрирана търговска марка и адрес за контакт на производителя съгласно изискванията на член 11, параграф 5:
HECO-Schrauben GmbH & Co. KG Dr.-Kurt-Steim-Str. 28
78713 Schramberg (Германия)
5. Когато е приложимо, име и адрес за контакт на упълномощения представител, чието пълномощие включва задачите, посочени в член 12, параграф 2: -
6. Система или системи за оценяване и проверка на постоянството на експлоатационните показатели на строителния продукт, както са изложени в приложение V:
System 1
Стр. 2 от 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_BG
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Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
7. В случай на декларация за експлоатационни показатели относно строителен продукт, обхванат от хармонизиран стандарт: -
8. В случай на декларация за експлоатационни показатели относно строителен продукт, за който е издадена европейска техническа оценка:
Орган за техническа оценка: Deutsches Institut für Bautechnik (DIBt) Нотифициран орган: Otto-Graf-Institut Stuttgart, идентификационен номер 0672 Документ за оценка: ETAG 001 част 1, 3 (04.2013 г.)
Сертификат за съответствие: 0672-CPR-0635
9. Декларирани експлоатационни показатели
Основни
характеристики Метод на измерване Резултат
Хармонизирана
техническа
спецификация
Характерни
стойности за якост на
опън
ETAG 001, приложение: C,
Метод A
CEN/TS 1992-4:2009, Метод A
ETA-15/0784:
приложение C1
ETAG 001 Part 1, 3
ETAG 001, annex E
EOTA TR 020
(Огнеустойчивост)
EOTA TR 045 ETA-15/0784:
приложение C2
EOTA TR 020 (Огнеустойчивост)
CEN/TS 1992-4: приложение D
ETA-15/0784:
приложение C3
Характерни
стойности за якост на
напречен опън
ETAG 001, приложение: C,
Метод A
CEN/TS 1992-4:2009, Метод A
ETA-15/0784:
приложение C1
EOTA TR 045 ETA-15/0784:
приложение C2
EOTA TR 020 (Огнеустойчивост)
CEN/TS 1992-4: приложение D
ETA-15/0784:
приложение C3
Монтажни параметри ETA-15/0784:
приложение B2
Измествания на
граничните стойности
на годността за
използване
ETAG 001, приложение: C,
Метод A
CEN/TS 1992-4:2009, Метод A
ETA-15/0784:
приложение C4
10. Експлоатационните показатели на продукта, посочени в точки 1 и 2, съответстват на
декларираните експлоатационни показатели в точка 9.Настоящата декларация за експлоатационни показатели се издава изцяло на отговорността на производителя, посочен в точка 4:
Подписано за и от името на произво:
Schramberg, 01.07.2016 и. д.
Andreas Hettich, Ръководител „Управление на продуктите/маркетинг“
Стр. 3 от 8
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Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
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Specifications of intended use
Use of the anchoring: Static and quasi static loads: all sizes. Seismic category C1:
MMS-plus all Versions, size 10 with maximum embedment depth (hnom2) and size 12 with the embedment depth hnom 1 and hnom 2.
Fire exposure: all sizes.
Base Materials: Reinforced or non-reinforced normal weight concrete according to EN 206-1:2000. Strength classes C20/25 to C50/60 according to EN 206-1:2000. Non-cracked and cracked concrete: all sizes. Conditions of use (Environmental conditions): Structures subject to dry internal conditions. Design: Anchorages are designed under the responsibility of an engineer experienced in anchorages and
concrete work. Verifiable calculation notes and drawings are prepared taking account of the loads to be anchored.
The position of the anchor is indicated on the design drawings (e. g. position of the anchor relative to reinforcement or to supports, etc.).
Anchorages under static or quasi-static actions are designed for design method A in accordance with:
- ETAG 001, Annex C, edition august 2010 or - CEN/TS 1992-4:2009
The design of the anchoring under seismic action have to be carried out in accordance with: - EOTA Technical Report TR 045, edition February 2013 - Anchoring’s have to be placed outside of critical places like plastic hinges. - A distance mounting or mounting with mortar layer is not allowed.
The design of the anchoring under fire exposure have to be carried in accordance with: - EOTA Technical Report 020, edition Mai 2014 or - CEN/TS 1992-4:2009, Annex D - In case of requirements for resistance of fire exposure it must be ensured that local
spalling of the concrete cover does not occur. Installation: Hole drilling by hammer-drilling only. Anchor installation carried out by appropriately qualified personnel and under the supervision of the
person responsible for technical matters of the site.
In case of aborted hole: new drilling at a minimum distance away of twice the depth of the aborted
hole or smaller distance if the aborted hole is filled with high strength mortar and if under shear or
oblique tension load it is not the direction of the load application.
The anchor may be used only once.
After installation further turning of the anchor must not be possible.
The head of the anchor must be supported on the fixture and is not damaged.
приложение B1
Стр. 4 от 8
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HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table B1: Installation parameters MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Nominal drill diameter d0 [mm] 5 6 8 10
Drill bit cutting diameter dcut
≤
[mm] 5,40 6,40 8,45 10,45
Depth of borehole h1
≥ [mm] 40 50 40 65 60 75 85 100
Diameter of clearance hole in the
fixture df ≤ [mm] 7 9 12 14
Diameter Countersunk dh [mm] 11,5 15,5 19,5 24
Min. thickness of the concrete
member hmin [mm] 100 100 100 100 100 115 125 150
cracked
and
uncracked
concrete
min. spacing
smin [mm] 30 30 40 40 40 50 60 60
min. edge distance cmin [mm] 30 30 40 40 40 50 60 60
Recommended installation tool [Nm]
Impact screw driver, max. power output Tmax according manufacturer information
75 100 100 200 250
Torque moment for threaded version
(type MMS-plus V) Tinst [Nm] - 15 20 30
приложение B2
Стр. 5 от 8
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HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C1: Characteristic values for static and quasi-static tension MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 1)
45 35 1)
55 50 65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance
NRk,s [kN] 10,8 17,6 32,1 49,9
VRk,s [kN] 4,1 6,1 13,7 24,1
k2 2)
- 0,8
M0Rk,s [Nm] 6,7 14,1 34,5 66,8
Partial safety factor γ2 - 1,25
Pullout
Characteristic resistance in uncracked
concrete C20/25 NRk,p [kN] 4,0 6,0 4,0 9,0 12,0 16,0 20,0 25,0
Characteristic resistance in cracked
concrete C20/25 NRk,p [kN] 1,0 1,5 2,0 4,0 6,0 9,0 12,0 16,0
Increasing factor for
concrete
C30/37
Ψc -
1,22
C40/50 1,41
C50/60 1,55
Concrete cone failure and splitting failure
Effective anchorage depth hef [mm] 26 35 26 43 36 50 57 70
Factor for cracked kcr
2) - 7,2
uncracked kunc 2)
- 10,1
Concrete cone
edge
distance ccr,N [mm] 1.5 hef
spacing scr,N [mm] 3 hef
Splitting
edge
distance ccr,sp [mm] 1.8 hef
spacing scr,sp [mm] 3.6 hef
Installation safety factor γ2
3) =
γinst 2) - 1,0
Concrete pryout failure
k-factor k3) = k3
2) - 1,0 2,0
Concrete edge failure
Effective length of the anchor
under shear loading lef = hef [mm] 26 35 26 43 36 50 57 70
Effective diameter of the anchor dnom [mm] 5 6 8 10
1) Only for non-structural applications
2)
Parameter only relevant for the design according to CEN/TS 1992-4:2009
3) Parameter only relevant for the design according to ETAG 001, Annex C
приложение C1
Стр. 6 от 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_BG
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
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Table C2: Characteristic values for seismic actions C1
Size MMS-plus 10 12
Embedment depth in concrete hnom
[mm]
hnom2 hnom1 hnom2
65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance NRk,s,seis [kN] 24,1 37,4
VRk,s,seis [kN] 9,6 16,9
Pullout
Characteristic in cracked
concrete NRk,p,seis [kN] 6,8 9,0 12,0
Concrete cone failure
Effective anchorage depth hef [mm] 50 57 70
concrete
cone
edge distance ccr,N [mm] 1,5 hef
spacing scr,N [mm] 3 hef
Installation safety factor γ2
- 1,0
Concrete pryout failure
k-factor k
- 2,0 1,0
Concrete edge failure
Effective length of the
anchor under shear
loading
lef = hef [mm] 50 57 70
Effective diameter of the
anchor dnom [mm] 8 10
приложение C2
Стр. 7 от 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_BG
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
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Internet: www.heco-schrauben.de
Table C3: Characteristic values under fire exposure
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Steel failure for tension- and shear resistance (FRk,fi = NRk,fi = VRk,fi)
Characteristic
resistance
R30 FRk,fi [kN] 0,25 0,4 0,5 1,0 1,5 2,3 3,0 3,0
R60 FRk,fi [kN] 0,25 0,4 0,5 0,8 1,4 1,4 2,1 2,1
R90 FRk,fi
[kN] 0,25 0,4 0,5 0,5 1,0 1,0 1,5 1,5
R120 FRk,fi [kN] 0,2 0,3 0,4 0,4 0,8 0,8 1,2 1,2
R30 M0Rk,s,fi
[Nm] 0,5 1,1 2,7 5,3
R60 M0Rk,s,fi
[Nm] 0,3 0,6 1,5 2,8
R90 M0Rk,s,fi
[Nm] 0,2 0,4 1,1 2,0
R120 M0Rk,s,fi
[Nm] 0,2 0,3 0,9 1,6
Edge distance
R30 to R120 ccr,fi [mm] 2 hef
Spacing
R30 to R120 scr,fi
[mm] 2 ccr,fi
приложение C3
Стр. 8 от 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_BG
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
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Table C4: Displacements under tension loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked concrete
C20/25 to C50/60
tension N [kN] 1,9 3,0 1,9 5,3 5,7 7,9 10,7 12,8
displacement δN0 [mm] 0,11 0,11 0,06 0,12 0,06 0,07 0,05 0,19
δN∞
[mm] 0,30 0,28 0,38 1,03 0,75 0,72 0,74 0,60
Uncracked concrete
C20/25 to C50/60
tension N [kN] 0,5 0,7 0,9 2,0 2,9 4,3 5,7 6,4
displacement δN0 [mm] 0,01 0,02 0,03 0,04 0,03 0,09 0,05 0,02
δN∞
[mm] 0,14 0,09 0,12 0,11 0,08 0,09 0,07 0,22
Table C5: Displacements under shear loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked and
uncracked concrete
C20/25 to C50/60
shear load V [kN] 2 2 4 4 8 8 12 12
displacement δN0 [mm] 0,14 0,13 0,09 0,11 0,18 0,13 0,18 0,18
δN∞
[mm] 0,20 0,19 0,13 0,16 0,27 0,20 0,27 0,27
приложение C4
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
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PRESTANDADEKLARATION
HECO-DoP_ETA_15/0784_MMS-plus_1606_SW 1. Produkttypens unika identifikationskod: MULTI-MONTI-plus (MMS-plus) 2. Typ-, parti- eller serienummer eller någon annan beteckning som möjliggör identifiering av byggprodukter i enlighet med artikel 11.4: Identifikation enligt ETA-15/0784 annex A2, A3 Partinummer: se produktens förpackning 3. Byggproduktens avsedda användning eller användningar i enlighet med den tillämpliga, harmoniserade tekniska specifikationen, såsom förutsett av tillverkaren: ETA-15/0784 annex B1 Anchor type Skruvankare
För användning i
Betong C20/25 till C50/60 (EN 206)
- icke sprucken: Ø6, Ø7,5, Ø10 och Ø12
- sprucken: Ø6, Ø7,5, Ø10 och Ø12
Alternativ/kategori Alternativ 1
Seismisk: Prestandakategori C1
Laster statisk, kvasistatisk, seismisk (Ø10 + Ø12), brandbelastning
Material/utförande
Galvaniserat stål:
- för användning under torra förhållanden inomhus
- olika huvudformer
4. Tillverkarens namn, registrerade företagsnamn eller registrerade varumärke samt kontaktadress enligt vad som krävs i artikel 11.5: HECO-Schrauben GmbH & Co. KG Dr.-Kurt-Steim-Str. 28 78713 Schramberg (Tyskland)
5. I tillämpliga fall namn och kontaktadress för tillverkarens representant vars mandat omfattar de uppgifter som anges i artikel 12.2: - 6. Systemet eller systemen för bedömning och fortlöpande kontroll av byggproduktens prestanda enligt bilaga V: System 1
7. För det fall att prestandadeklarationen avser en byggprodukt som omfattas av en harmoniserad
standard: -
Sidan 2/8
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HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
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Internet: www.heco-schrauben.de
8. För det fall att prestandadeklarationen avser en byggprodukt för vilken en europeisk teknisk bedömning har utfärdats:
- Bedömningsorgan: Deutsches Institut für Bautechnik (DIBt) Anmält organ: Otto-Graf-Institut Stuttgart, identifikationsnummer 0672
Bedömningsdokument: ETAG 001 del 1, 3 (04.2013)
Intyg om överensstämmelse: 0672-CPR-0635
9. Angiven prestanda Väsentliga
kännetecken Beräkningsmetod Effekt
Harmoniserade
tekniska data
Karakteristiska värden
för dragbrottsgräns
ETAG 001, annex: C,
Metod A
CEN/TS 1992-4:2009,
Metod A
ETA-15/0784: annex C1
ETAG 001 Part 1, 3
ETAG 001, annex E
EOTA TR 020
(brandmotstånd)
EOTA TR 045 ETA-15/0784: annex C2
EOTA TR 020
(brandmotstånd)
CEN/TS 1992-4: annex D
ETA-15/0784: annex C3
Karakteristiska värden
för tvärbrottsgräns
ETAG 001, annex: C,
Metod A
CEN/TS 1992-4:2009,
Metod A
ETA-15/0784: annex C1
EOTA TR 045 ETA-15/0784: annex C2
EOTA TR 020
(brandmotstånd)
CEN/TS 1992-4: annex D
ETA-15/0784: annex C3
Monteringsparametrar ETA-15/0784: annex B2
Förskjutningar av
gränstillstånd för
brukbarhet
ETAG 001, annex: C,
Metod A
CEN/TS 1992-4:2009,
Metod A
ETA-15/0784: annex C4
10. Prestandan för den produkt som anges i punkterna 1 och 2 överensstämmer med den prestanda som anges i punkt 9. Denna prestandadeklaration utfärdas på eget ansvar av den tillverkare som anges under punkt 4.
Undertecknat för tillverkaren av:
Schramberg, 01.07.2016 i.V.
Andreas Hettich, Produkt- och marknadschef
Sidan 3/8
HECO-DoP_ETA_15/0784_MMS-plus_1606_SW
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
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Specifications of intended use
Use of the anchoring: Static and quasi static loads: all sizes. Seismic category C1:
MMS-plus all Versions, size 10 with maximum embedment depth (hnom2) and size 12 with the embedment depth hnom 1 and hnom 2.
Fire exposure: all sizes.
Base Materials: Reinforced or non-reinforced normal weight concrete according to EN 206-1:2000. Strength classes C20/25 to C50/60 according to EN 206-1:2000. Non-cracked and cracked concrete: all sizes. Conditions of use (Environmental conditions): Structures subject to dry internal conditions. Design: Anchorages are designed under the responsibility of an engineer experienced in anchorages and
concrete work. Verifiable calculation notes and drawings are prepared taking account of the loads to be anchored.
The position of the anchor is indicated on the design drawings (e. g. position of the anchor relative to reinforcement or to supports, etc.).
Anchorages under static or quasi-static actions are designed for design method A in accordance with:
- ETAG 001, Annex C, edition august 2010 or - CEN/TS 1992-4:2009
The design of the anchoring under seismic action have to be carried out in accordance with: - EOTA Technical Report TR 045, edition February 2013 - Anchoring’s have to be placed outside of critical places like plastic hinges. - A distance mounting or mounting with mortar layer is not allowed.
The design of the anchoring under fire exposure have to be carried in accordance with: - EOTA Technical Report 020, edition Mai 2014 or - CEN/TS 1992-4:2009, Annex D - In case of requirements for resistance of fire exposure it must be ensured that local
spalling of the concrete cover does not occur. Installation: Hole drilling by hammer-drilling only. Anchor installation carried out by appropriately qualified personnel and under the supervision of the
person responsible for technical matters of the site.
In case of aborted hole: new drilling at a minimum distance away of twice the depth of the aborted
hole or smaller distance if the aborted hole is filled with high strength mortar and if under shear or
oblique tension load it is not the direction of the load application.
The anchor may be used only once.
After installation further turning of the anchor must not be possible.
The head of the anchor must be supported on the fixture and is not damaged.
Annex B1
Sidan 4/8
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HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
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Table B1: Installation parameters MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Nominal drill diameter d0 [mm] 5 6 8 10
Drill bit cutting diameter dcut
≤
[mm] 5,40 6,40 8,45 10,45
Depth of borehole h1
≥ [mm] 40 50 40 65 60 75 85 100
Diameter of clearance hole in the
fixture df ≤ [mm] 7 9 12 14
Diameter Countersunk dh [mm] 11,5 15,5 19,5 24
Min. thickness of the concrete
member hmin [mm] 100 100 100 100 100 115 125 150
cracked
and
uncracked
concrete
min. spacing
smin [mm] 30 30 40 40 40 50 60 60
min. edge distance cmin [mm] 30 30 40 40 40 50 60 60
Recommended installation tool [Nm]
Impact screw driver, max. power output Tmax according manufacturer information
75 100 100 200 250
Torque moment for threaded version
(type MMS-plus V) Tinst [Nm] - 15 20 30
Annex B2
Sidan 5/8
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HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
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Table C1: Characteristic values for static and quasi-static tension MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 1)
45 35 1)
55 50 65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance
NRk,s [kN] 10,8 17,6 32,1 49,9
VRk,s [kN] 4,1 6,1 13,7 24,1
k2 2)
- 0,8
M0Rk,s [Nm] 6,7 14,1 34,5 66,8
Partial safety factor γ2 - 1,25
Pullout
Characteristic resistance in uncracked
concrete C20/25 NRk,p [kN] 4,0 6,0 4,0 9,0 12,0 16,0 20,0 25,0
Characteristic resistance in cracked
concrete C20/25 NRk,p [kN] 1,0 1,5 2,0 4,0 6,0 9,0 12,0 16,0
Increasing factor for
concrete
C30/37
Ψc -
1,22
C40/50 1,41
C50/60 1,55
Concrete cone failure and splitting failure
Effective anchorage depth hef [mm] 26 35 26 43 36 50 57 70
Factor for cracked kcr
2) - 7,2
uncracked kunc 2)
- 10,1
Concrete cone
edge
distance ccr,N [mm] 1.5 hef
spacing scr,N [mm] 3 hef
Splitting
edge
distance ccr,sp [mm] 1.8 hef
spacing scr,sp [mm] 3.6 hef
Installation safety factor γ2
3) =
γinst 2) - 1,0
Concrete pryout failure
k-factor k3) = k3
2) - 1,0 2,0
Concrete edge failure
Effective length of the anchor
under shear loading lef = hef [mm] 26 35 26 43 36 50 57 70
Effective diameter of the anchor dnom [mm] 5 6 8 10
1) Only for non-structural applications
2)
Parameter only relevant for the design according to CEN/TS 1992-4:2009
3) Parameter only relevant for the design according to ETAG 001, Annex C
Annex C1
Sidan 6/8
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HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C2: Characteristic values for seismic actions C1
Size MMS-plus 10 12
Embedment depth in concrete hnom
[mm]
hnom2 hnom1 hnom2
65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance NRk,s,seis [kN] 24,1 37,4
VRk,s,seis [kN] 9,6 16,9
Pullout
Characteristic in cracked
concrete NRk,p,seis [kN] 6,8 9,0 12,0
Concrete cone failure
Effective anchorage depth hef [mm] 50 57 70
concrete
cone
edge distance ccr,N [mm] 1,5 hef
spacing scr,N [mm] 3 hef
Installation safety factor γ2
- 1,0
Concrete pryout failure
k-factor k
- 2,0 1,0
Concrete edge failure
Effective length of the
anchor under shear
loading
lef = hef [mm] 50 57 70
Effective diameter of the
anchor dnom [mm] 8 10
Annex C2
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HECO-DoP_ETA_15/0784_MMS-plus_1606_SW
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C3: Characteristic values under fire exposure
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Steel failure for tension- and shear resistance (FRk,fi = NRk,fi = VRk,fi)
Characteristic
resistance
R30 FRk,fi [kN] 0,25 0,4 0,5 1,0 1,5 2,3 3,0 3,0
R60 FRk,fi [kN] 0,25 0,4 0,5 0,8 1,4 1,4 2,1 2,1
R90 FRk,fi
[kN] 0,25 0,4 0,5 0,5 1,0 1,0 1,5 1,5
R120 FRk,fi [kN] 0,2 0,3 0,4 0,4 0,8 0,8 1,2 1,2
R30 M0Rk,s,fi
[Nm] 0,5 1,1 2,7 5,3
R60 M0Rk,s,fi
[Nm] 0,3 0,6 1,5 2,8
R90 M0Rk,s,fi
[Nm] 0,2 0,4 1,1 2,0
R120 M0Rk,s,fi
[Nm] 0,2 0,3 0,9 1,6
Edge distance
R30 to R120 ccr,fi [mm] 2 hef
Spacing
R30 to R120 scr,fi
[mm] 2 ccr,fi
Annex C3
Sidan 8/8
HECO-DoP_ETA_15/0784_MMS-plus_1606_SW
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C4: Displacements under tension loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked concrete
C20/25 to C50/60
tension N [kN] 1,9 3,0 1,9 5,3 5,7 7,9 10,7 12,8
displacement δN0 [mm] 0,11 0,11 0,06 0,12 0,06 0,07 0,05 0,19
δN∞
[mm] 0,30 0,28 0,38 1,03 0,75 0,72 0,74 0,60
Uncracked concrete
C20/25 to C50/60
tension N [kN] 0,5 0,7 0,9 2,0 2,9 4,3 5,7 6,4
displacement δN0 [mm] 0,01 0,02 0,03 0,04 0,03 0,09 0,05 0,02
δN∞
[mm] 0,14 0,09 0,12 0,11 0,08 0,09 0,07 0,22
Table C5: Displacements under shear loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked and
uncracked concrete
C20/25 to C50/60
shear load V [kN] 2 2 4 4 8 8 12 12
displacement δN0 [mm] 0,14 0,13 0,09 0,11 0,18 0,13 0,18 0,18
δN∞
[mm] 0,20 0,19 0,13 0,16 0,27 0,20 0,27 0,27
Annex C4
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
EKSPLOATACINIŲ SAVYBIŲ DEKLARACIJA HECO-DoP_ETA_15/0784_MMS-plus_1606_LT
1. Unikalus produkto tipo identifikacinis kodas:
MULTI-MONTI-plus (MMS-plus)
2. Tipo, partijos ar serijos numeris ar bet koks kitas elementas, pagal kurį galima identifikuoti statybos produktą, kaip reikalaujama pagal 11 straipsnio 4 dalį:
Identifikacinis Nr. ETA-15/0784 priedas Nr. A2, A3 Partijos numeris: žr. pakuotės įdėklą‘
3. Gamintojo numatyta statybos produkto naudojimo paskirtis ar paskirtys pagal taikomą darniąją techninę specifikaciją:
ETA-15/0784 priedas Nr. B1
Mūrvinės tipas Sraigtinis inkaras
Skirtas naudoti su Betonu C20/25 iki C50/60 (EN 206) - gniuždomu: Ø6, Ø7,5, Ø10 ir Ø12 - tempiamu: Ø6, Ø7,5, Ø10 ir Ø12
Parinktis / kategorija Parinktis 1 seisminis: Eksploatacinių savybių kategorija C1
Apkrova statinė, tariamai statinė, seisminė (Ø10 + Ø12), atspari ugniai
Medžiaga / modelis Cinkuotas plienas: -skirtas naudoti sausose patalpose -skirtingos galvučių formos
4. Gamintojo pavadinimas, registruotas komercinis pavadinimas arba registruotas prekės ženklas ir kontaktinis adresas, kaip reikalaujama pagal 11 straipsnio 5 dalį: HECO-Schrauben GmbH & Co. KG Dr.-Kurt-Steim-Str. 28 78713 Schramberg (Germany) 5. Kai taikytina, įgaliotojo atstovo, kuriam suteikti įgaliojimai apima 12 straipsnio 2 dalyje nurodytas užduotis, pavadinimas ir kontaktinis adresas: - 6. Statybos produkto eksploatacinių savybių pastovumo vertinimo ir tikrinimo sistema ar sistemos, kaip nustatyta V priede: System 1 7. Eksploatacinių savybių deklaracijos, susijusios su statybos produktu, kuriam taikomas darnusis standartas, atveju: -
Puslapis 2/8
HECO-DoP_ETA_15/0784_MMS-plus_1606_LT
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
8. Eksploatacinių savybių deklaracijos, susijusios su statybos produktu, kuriam buvo išduotas Europos techninis įvertinimas, atveju:
Vertinimo institucija: Vokietijos Statybos Technikos Institutas (Deutsches Institut für Bautechnik, DIBt)
Notifikuojanti įstaiga: Štutgarto institutas „Otto-Graf-Institut Stuttgart“, identifikacinis kodas 0672 Vertinimo dokumentas: ETAG 001 dalis 1, 3 (2013 04) Atitikties liudijimas: 0672-CPR-0635
9. Deklaruojamos eksploatacinės savybės
Esminės
charakteristikos Matavimo būdas Veikimas
Harmonizuota
techninė
specifikacija
Atsparumo išilginiam
tempimui būdingosios
reikšmės
ETAG 001, priedas C,
metodas A
CEN/TS 1992-4:2009,
metodas A
ETA-15/0784: priedas C1
ETAG 001 Part 1, 3
ETAG 001, priedas E
EOTA TR 020
(atsparumas ugniai)
EOTA TR 045 ETA-15/0784: priedas C2
EOTA TR 020 (atsparumas
ugniai)
CEN/TS 1992-4: priedas D
ETA-15/0784: priedas C3
Atsparumo skersiniam
tempimui būdingosios
reikšmės
ETAG 001, priedas: C,
metodas A
CEN/TS 1992-4:2009,
metodas A
ETA-15/0784: priedas C1
EOTA TR 045 ETA-15/0784: priedas C2
EOTA TR 020 (atsparumas
ugniai)
CEN/TS 1992-4: priedas D
ETA-15/0784: priedas C3
Montavimo parametrai
ETA-15/0784: priedas B2
Tinkamumo naudoti
ribinės būklės
nuokrypiai
ETAG 001, priedas: C,
metodas A
CEN/TS 1992-4:2009,
metodas A
ETA-15/0784: priedas C4
10. 1 ir 2 punktuose nurodyto produkto eksploatacinės savybės atitinka 9 punkte deklaruojamas
eksploatacines savybes. Ši eksploatacinių savybių deklaracija išduota tik 4 punkte nurodyto gamintojo atsakomybe. Pasirašyta (gamintojas ir jo vardu):
Schramberg, 01.07.2016 p.p..
Andreas Hettich, Head of PM/Marketing
Puslapis 3/8
HECO-DoP_ETA_15/0784_MMS-plus_1606_LT
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Specifications of intended use
Use of the anchoring: Static and quasi static loads: all sizes. Seismic category C1:
MMS-plus all Versions, size 10 with maximum embedment depth (hnom2) and size 12 with the embedment depth hnom 1 and hnom 2.
Fire exposure: all sizes.
Base Materials: Reinforced or non-reinforced normal weight concrete according to EN 206-1:2000. Strength classes C20/25 to C50/60 according to EN 206-1:2000. Non-cracked and cracked concrete: all sizes. Conditions of use (Environmental conditions): Structures subject to dry internal conditions. Design: Anchorages are designed under the responsibility of an engineer experienced in anchorages and
concrete work. Verifiable calculation notes and drawings are prepared taking account of the loads to be anchored.
The position of the anchor is indicated on the design drawings (e. g. position of the anchor relative to reinforcement or to supports, etc.).
Anchorages under static or quasi-static actions are designed for design method A in accordance with:
- ETAG 001, Annex C, edition august 2010 or - CEN/TS 1992-4:2009
The design of the anchoring under seismic action have to be carried out in accordance with: - EOTA Technical Report TR 045, edition February 2013 - Anchoring’s have to be placed outside of critical places like plastic hinges. - A distance mounting or mounting with mortar layer is not allowed.
The design of the anchoring under fire exposure have to be carried in accordance with: - EOTA Technical Report 020, edition Mai 2014 or - CEN/TS 1992-4:2009, Annex D - In case of requirements for resistance of fire exposure it must be ensured that local
spalling of the concrete cover does not occur. Installation: Hole drilling by hammer-drilling only. Anchor installation carried out by appropriately qualified personnel and under the supervision of the
person responsible for technical matters of the site.
In case of aborted hole: new drilling at a minimum distance away of twice the depth of the aborted
hole or smaller distance if the aborted hole is filled with high strength mortar and if under shear or
oblique tension load it is not the direction of the load application.
The anchor may be used only once.
After installation further turning of the anchor must not be possible.
The head of the anchor must be supported on the fixture and is not damaged.
Priedas B1
Puslapis 4/8
HECO-DoP_ETA_15/0784_MMS-plus_1606_LT
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table B1: Installation parameters MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Nominal drill diameter d0 [mm] 5 6 8 10
Drill bit cutting diameter dcut
≤
[mm] 5,40 6,40 8,45 10,45
Depth of borehole h1
≥ [mm] 40 50 40 65 60 75 85 100
Diameter of clearance hole in the
fixture df ≤ [mm] 7 9 12 14
Diameter Countersunk dh [mm] 11,5 15,5 19,5 24
Min. thickness of the concrete
member hmin [mm] 100 100 100 100 100 115 125 150
cracked
and
uncracked
concrete
min. spacing
smin [mm] 30 30 40 40 40 50 60 60
min. edge distance cmin [mm] 30 30 40 40 40 50 60 60
Recommended installation tool [Nm]
Impact screw driver, max. power output Tmax according manufacturer information
75 100 100 200 250
Torque moment for threaded version
(type MMS-plus V) Tinst [Nm] - 15 20 30
Priedas B2
Puslapis 5/8
HECO-DoP_ETA_15/0784_MMS-plus_1606_LT
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C1: Characteristic values for static and quasi-static tension MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 1)
45 35 1)
55 50 65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance
NRk,s [kN] 10,8 17,6 32,1 49,9
VRk,s [kN] 4,1 6,1 13,7 24,1
k2 2)
- 0,8
M0Rk,s [Nm] 6,7 14,1 34,5 66,8
Partial safety factor γ2 - 1,25
Pullout
Characteristic resistance in uncracked
concrete C20/25 NRk,p [kN] 4,0 6,0 4,0 9,0 12,0 16,0 20,0 25,0
Characteristic resistance in cracked
concrete C20/25 NRk,p [kN] 1,0 1,5 2,0 4,0 6,0 9,0 12,0 16,0
Increasing factor for
concrete
C30/37
Ψc -
1,22
C40/50 1,41
C50/60 1,55
Concrete cone failure and splitting failure
Effective anchorage depth hef [mm] 26 35 26 43 36 50 57 70
Factor for cracked kcr
2) - 7,2
uncracked kunc 2)
- 10,1
Concrete cone
edge
distance ccr,N [mm] 1.5 hef
spacing scr,N [mm] 3 hef
Splitting
edge
distance ccr,sp [mm] 1.8 hef
spacing scr,sp [mm] 3.6 hef
Installation safety factor γ2
3) =
γinst 2) - 1,0
Concrete pryout failure
k-factor k3) = k3
2) - 1,0 2,0
Concrete edge failure
Effective length of the anchor
under shear loading lef = hef [mm] 26 35 26 43 36 50 57 70
Effective diameter of the anchor dnom [mm] 5 6 8 10
1) Only for non-structural applications
2)
Parameter only relevant for the design according to CEN/TS 1992-4:2009
3) Parameter only relevant for the design according to ETAG 001, Annex C
Priedas C1
Puslapis 6/8
HECO-DoP_ETA_15/0784_MMS-plus_1606_LT
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C2: Characteristic values for seismic actions C1
Size MMS-plus 10 12
Embedment depth in concrete hnom
[mm]
hnom2 hnom1 hnom2
65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance NRk,s,seis [kN] 24,1 37,4
VRk,s,seis [kN] 9,6 16,9
Pullout
Characteristic in cracked
concrete NRk,p,seis [kN] 6,8 9,0 12,0
Concrete cone failure
Effective anchorage depth hef [mm] 50 57 70
concrete
cone
edge distance ccr,N [mm] 1,5 hef
spacing scr,N [mm] 3 hef
Installation safety factor γ2
- 1,0
Concrete pryout failure
k-factor k
- 2,0 1,0
Concrete edge failure
Effective length of the
anchor under shear
loading
lef = hef [mm] 50 57 70
Effective diameter of the
anchor dnom [mm] 8 10
Priedas C2
Puslapis 7/8
HECO-DoP_ETA_15/0784_MMS-plus_1606_LT
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C3: Characteristic values under fire exposure
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Steel failure for tension- and shear resistance (FRk,fi = NRk,fi = VRk,fi)
Characteristic
resistance
R30 FRk,fi [kN] 0,25 0,4 0,5 1,0 1,5 2,3 3,0 3,0
R60 FRk,fi [kN] 0,25 0,4 0,5 0,8 1,4 1,4 2,1 2,1
R90 FRk,fi
[kN] 0,25 0,4 0,5 0,5 1,0 1,0 1,5 1,5
R120 FRk,fi [kN] 0,2 0,3 0,4 0,4 0,8 0,8 1,2 1,2
R30 M0Rk,s,fi
[Nm] 0,5 1,1 2,7 5,3
R60 M0Rk,s,fi
[Nm] 0,3 0,6 1,5 2,8
R90 M0Rk,s,fi
[Nm] 0,2 0,4 1,1 2,0
R120 M0Rk,s,fi
[Nm] 0,2 0,3 0,9 1,6
Edge distance
R30 to R120 ccr,fi [mm] 2 hef
Spacing
R30 to R120 scr,fi
[mm] 2 ccr,fi
Priedas C3
Puslapis 8/8
HECO-DoP_ETA_15/0784_MMS-plus_1606_LT
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C4: Displacements under tension loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked concrete
C20/25 to C50/60
tension N [kN] 1,9 3,0 1,9 5,3 5,7 7,9 10,7 12,8
displacement δN0 [mm] 0,11 0,11 0,06 0,12 0,06 0,07 0,05 0,19
δN∞
[mm] 0,30 0,28 0,38 1,03 0,75 0,72 0,74 0,60
Uncracked concrete
C20/25 to C50/60
tension N [kN] 0,5 0,7 0,9 2,0 2,9 4,3 5,7 6,4
displacement δN0 [mm] 0,01 0,02 0,03 0,04 0,03 0,09 0,05 0,02
δN∞
[mm] 0,14 0,09 0,12 0,11 0,08 0,09 0,07 0,22
Table C5: Displacements under shear loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked and
uncracked concrete
C20/25 to C50/60
shear load V [kN] 2 2 4 4 8 8 12 12
displacement δN0 [mm] 0,14 0,13 0,09 0,11 0,18 0,13 0,18 0,18
δN∞
[mm] 0,20 0,19 0,13 0,16 0,27 0,20 0,27 0,27
Priedas C4
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
EKSPLUATĀCIJAS ĪPAŠĪBU DEKLARĀCIJA
HECO-DoP_ETA_15/0784_MMS-plus_1606_LV
1. Unikāls izstrādājuma tipa identifikācijas numurs:
MULTI-MONTI-plus (MMS-plus)
2. Tipa, partijas vai sērijas numurs vai kāds cits būvizstrādājuma identifikācijas elements, kā noteikts 11. panta 4. punktā:
Marķējums atbilstoši ETA-15/0784, A2, A3 pielikumam Partijas numurs: skatīt uz produkta iepakojuma 3. Intended use or uses of the construction product, in accordance with the applicable harmonised technical specification, as foreseen by the manufacturer:
ETA-15/0784, B1 pielikumam
Dībeļa tips Enkurskrūve
Izmantošanai Betonā C20/25 līdz C50/60 (EN 206) - nesaplaisājušā: Ø6, Ø7,5, Ø10 un Ø12 - saplaisājušā: Ø6, Ø7,5, Ø10 un Ø12
Opcija/kategorija 1. opcija Seismika: kategorija C1
Slodze Statiska, kvazistatiska, seismiska (Ø10 + Ø12), ugunsizturība
Materiāls/konstrukcija Cinkots tērauds: - pielietojumam sausās iekštelpās - dažādas formas galviņas
4. Ražotāja nosaukums, reģistrētais komercnosaukums vai reģistrētā preču zīme un kontaktadrese, kā noteikts 11. panta 5. punktā: HECO-Schrauben GmbH & Co. KG Dr.-Kurt-Steim-Str. 28 78713 Schramberg, (Vācija) 5. Vajadzības gadījumā tā pilnvarotā pārstāvja vārds un kontaktadrese, kura pilnvaras attiecas uz 12. panta 2. punktā nosauktajiem uzdevumiem: - 6. Ekspluatācijas īpašību noturības novērtējuma un pārbaudes sistēma vai sistēmas, kā noteikts V pielikumā: System 1 7. Gadījumā, ja ekspluatācijas īpašību deklarācija attiecas uz būvizstrādājumu, kuram ir saskaņotais standarts: -
2 lapa no 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_LV
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
8. Gadījumā, ja ekspluatācijas īpašību deklarācija attiecas uz būvizstrādājumu, kuram ir izdots Eiropas tehniskais novērtējums:
- Izvērtēšanas iestāde: Vācijas Būvtehnikas institūts (Deutsches Institut für Bautechnik (DIBt)) Pilnvarotā iestāde: Štutgartes Oto Grāfa institūts (Otto-Graf-Institut Stuttgart), ciparu kods 0672 Novērtējuma dokuments: ETAG 001, 1. un 3. daļa (04.2013.) Atbilstības sertifikāts: 0672-CPR-0635
9. Deklarētās ekspluatācijas īpašības
Būtiskas pazīmes Mērījumu metode Ekspluatācijas īpašības Saskaņotā tehniskā
specifikācija
Stiepes izturības
raksturlielumi
ETAG 001, annex: C,
metode A
CEN/TS 1992-4:2009,
metode A
ETA-15/0784: annex C1
ETAG 001 Part 1, 3
ETAG 001, annex E
EOTA TR 020
(ugunsizturība)
EOTA TR 045 ETA-15/0784: annex C2
EOTA TR 020
(ugunsizturība)
CEN/TS 1992-4: annex D
ETA-15/0784: annex C3
Cirpes izturības
raksturlielumi
ETAG 001, annex: C,
metode A
CEN/TS 1992-4:2009,
metode A
ETA-15/0784: annex C1
EOTA TR 045 ETA-15/0784: annex C2
EOTA TR 20
(ugunsizturība)
CEN/TS 1992-4: annex D
ETA-15/0784: annex C3
Montāžas parametri
ETA-15/0784: annex B2
Nobīdes ekspluatācijas
drošības robežstāvoklī
ETAG 001, annex: C,
metode A
CEN/TS 1992-4:2009,
metode A
ETA-15/0784: annex C4
10. Pielikuma 1. un 2. punktā norādītā izstrādājuma ekspluatācijas īpašības atbilst 9. punktā norādītajām deklarētajām ekspluatācijas īpašībām. Par šo izdoto ekspluatācijas īpašību deklarāciju ir atbildīgs vienīgi 4. punktā norādītais ražotājs.
Parakstīts ražotāja vārdā:
Schramberg, 01.07.2016 pienākumu izpildītājs
Andreas Hettich, produktu vadības un mārketinga nodaļas vadītājs
3 lapa no 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_LV
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Specifications of intended use
Use of the anchoring: Static and quasi static loads: all sizes. Seismic category C1:
MMS-plus all Versions, size 10 with maximum embedment depth (hnom2) and size 12 with the embedment depth hnom 1 and hnom 2.
Fire exposure: all sizes.
Base Materials: Reinforced or non-reinforced normal weight concrete according to EN 206-1:2000. Strength classes C20/25 to C50/60 according to EN 206-1:2000. Non-cracked and cracked concrete: all sizes. Conditions of use (Environmental conditions): Structures subject to dry internal conditions. Design: Anchorages are designed under the responsibility of an engineer experienced in anchorages and
concrete work. Verifiable calculation notes and drawings are prepared taking account of the loads to be anchored.
The position of the anchor is indicated on the design drawings (e. g. position of the anchor relative to reinforcement or to supports, etc.).
Anchorages under static or quasi-static actions are designed for design method A in accordance with:
- ETAG 001, Annex C, edition august 2010 or - CEN/TS 1992-4:2009
The design of the anchoring under seismic action have to be carried out in accordance with: - EOTA Technical Report TR 045, edition February 2013 - Anchoring’s have to be placed outside of critical places like plastic hinges. - A distance mounting or mounting with mortar layer is not allowed.
The design of the anchoring under fire exposure have to be carried in accordance with: - EOTA Technical Report 020, edition Mai 2014 or - CEN/TS 1992-4:2009, Annex D - In case of requirements for resistance of fire exposure it must be ensured that local
spalling of the concrete cover does not occur. Installation: Hole drilling by hammer-drilling only. Anchor installation carried out by appropriately qualified personnel and under the supervision of the
person responsible for technical matters of the site.
In case of aborted hole: new drilling at a minimum distance away of twice the depth of the aborted
hole or smaller distance if the aborted hole is filled with high strength mortar and if under shear or
oblique tension load it is not the direction of the load application.
The anchor may be used only once.
After installation further turning of the anchor must not be possible.
The head of the anchor must be supported on the fixture and is not damaged.
Annex B1
4 lapa no 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_LV
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table B1: Installation parameters MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Nominal drill diameter d0 [mm] 5 6 8 10
Drill bit cutting diameter dcut
≤
[mm] 5,40 6,40 8,45 10,45
Depth of borehole h1
≥ [mm] 40 50 40 65 60 75 85 100
Diameter of clearance hole in the
fixture df ≤ [mm] 7 9 12 14
Diameter Countersunk dh [mm] 11,5 15,5 19,5 24
Min. thickness of the concrete
member hmin [mm] 100 100 100 100 100 115 125 150
cracked
and
uncracked
concrete
min. spacing
smin [mm] 30 30 40 40 40 50 60 60
min. edge distance cmin [mm] 30 30 40 40 40 50 60 60
Recommended installation tool [Nm]
Impact screw driver, max. power output Tmax according manufacturer information
75 100 100 200 250
Torque moment for threaded version
(type MMS-plus V) Tinst [Nm] - 15 20 30
Annex B2
5 lapa no 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_LV
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C1: Characteristic values for static and quasi-static tension MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 1)
45 35 1)
55 50 65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance
NRk,s [kN] 10,8 17,6 32,1 49,9
VRk,s [kN] 4,1 6,1 13,7 24,1
k2 2)
- 0,8
M0Rk,s [Nm] 6,7 14,1 34,5 66,8
Partial safety factor γ2 - 1,25
Pullout
Characteristic resistance in uncracked
concrete C20/25 NRk,p [kN] 4,0 6,0 4,0 9,0 12,0 16,0 20,0 25,0
Characteristic resistance in cracked
concrete C20/25 NRk,p [kN] 1,0 1,5 2,0 4,0 6,0 9,0 12,0 16,0
Increasing factor for
concrete
C30/37
Ψc -
1,22
C40/50 1,41
C50/60 1,55
Concrete cone failure and splitting failure
Effective anchorage depth hef [mm] 26 35 26 43 36 50 57 70
Factor for cracked kcr
2) - 7,2
uncracked kunc 2)
- 10,1
Concrete cone
edge
distance ccr,N [mm] 1.5 hef
spacing scr,N [mm] 3 hef
Splitting
edge
distance ccr,sp [mm] 1.8 hef
spacing scr,sp [mm] 3.6 hef
Installation safety factor γ2
3) =
γinst 2) - 1,0
Concrete pryout failure
k-factor k3) = k3
2) - 1,0 2,0
Concrete edge failure
Effective length of the anchor
under shear loading lef = hef [mm] 26 35 26 43 36 50 57 70
Effective diameter of the anchor dnom [mm] 5 6 8 10
1) Only for non-structural applications
2)
Parameter only relevant for the design according to CEN/TS 1992-4:2009
3) Parameter only relevant for the design according to ETAG 001, Annex C
Annex C1
6 lapa no 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_LV
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C2: Characteristic values for seismic actions C1
Size MMS-plus 10 12
Embedment depth in concrete hnom
[mm]
hnom2 hnom1 hnom2
65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance NRk,s,seis [kN] 24,1 37,4
VRk,s,seis [kN] 9,6 16,9
Pullout
Characteristic in cracked
concrete NRk,p,seis [kN] 6,8 9,0 12,0
Concrete cone failure
Effective anchorage depth hef [mm] 50 57 70
concrete
cone
edge distance ccr,N [mm] 1,5 hef
spacing scr,N [mm] 3 hef
Installation safety factor γ2
- 1,0
Concrete pryout failure
k-factor k
- 2,0 1,0
Concrete edge failure
Effective length of the
anchor under shear
loading
lef = hef [mm] 50 57 70
Effective diameter of the
anchor dnom [mm] 8 10
Annex C2
7 lapa no 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_LV
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C3: Characteristic values under fire exposure
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Steel failure for tension- and shear resistance (FRk,fi = NRk,fi = VRk,fi)
Characteristic
resistance
R30 FRk,fi [kN] 0,25 0,4 0,5 1,0 1,5 2,3 3,0 3,0
R60 FRk,fi [kN] 0,25 0,4 0,5 0,8 1,4 1,4 2,1 2,1
R90 FRk,fi
[kN] 0,25 0,4 0,5 0,5 1,0 1,0 1,5 1,5
R120 FRk,fi [kN] 0,2 0,3 0,4 0,4 0,8 0,8 1,2 1,2
R30 M0Rk,s,fi
[Nm] 0,5 1,1 2,7 5,3
R60 M0Rk,s,fi
[Nm] 0,3 0,6 1,5 2,8
R90 M0Rk,s,fi
[Nm] 0,2 0,4 1,1 2,0
R120 M0Rk,s,fi
[Nm] 0,2 0,3 0,9 1,6
Edge distance
R30 to R120 ccr,fi [mm] 2 hef
Spacing
R30 to R120 scr,fi
[mm] 2 ccr,fi
Annex C3
8 lapa no 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_LV
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C4: Displacements under tension loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked concrete
C20/25 to C50/60
tension N [kN] 1,9 3,0 1,9 5,3 5,7 7,9 10,7 12,8
displacement δN0 [mm] 0,11 0,11 0,06 0,12 0,06 0,07 0,05 0,19
δN∞
[mm] 0,30 0,28 0,38 1,03 0,75 0,72 0,74 0,60
Uncracked concrete
C20/25 to C50/60
tension N [kN] 0,5 0,7 0,9 2,0 2,9 4,3 5,7 6,4
displacement δN0 [mm] 0,01 0,02 0,03 0,04 0,03 0,09 0,05 0,02
δN∞
[mm] 0,14 0,09 0,12 0,11 0,08 0,09 0,07 0,22
Table C5: Displacements under shear loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked and
uncracked concrete
C20/25 to C50/60
shear load V [kN] 2 2 4 4 8 8 12 12
displacement δN0 [mm] 0,14 0,13 0,09 0,11 0,18 0,13 0,18 0,18
δN∞
[mm] 0,20 0,19 0,13 0,16 0,27 0,20 0,27 0,27
Annex C4
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
DECLARAȚIA DE PERFORMANȚĂ HECO-DoP_ETA_15/0784_MMS-plus_1606_RO
1. Cod unic de identificare al produsului-tip: MULTI-MONTI-plus (MMS-plus) 2. Tipul, lotul sau numărul de serie sau orice alt element care permite identificarea produsului pentru construcții astfel cum este solicitat la articolul 11 alineatul (4): Identificare conform ETA-15/0784 Anexa A2, A3 Numӑr de şarjӑ: a se vedea ambalajul produsului
3. Utilizarea sau utilizările preconizate ale produsului pentru construcții, în conformitate cu specificația tehnică armonizată aplicabilă, astfel cum este prevăzut de fabricant:
ETA-15/0784 Anexa B1 Tip diblu Şurub de beton
Pentru utilizare în Beton C20/25 - C50/60 (EN 206)
- nefisurat: Ø6, Ø7.5, Ø10 şi Ø12 - fisurat: Ø6, Ø7.5, Ø10 şi Ø12
Opṭiunea/Categoria Opṭiunea 1
Seismicӑ: categoria C1
Solicitӑri încӑrcӑri statice, cvasi-statice, seismice (Ø10 + Ø12), expunere la foc
Material/Tipuri de oṭel Oṭel galvanizat:
- pentru utilizare în mediu intern, uscat
- diferite tipuri de cap
4. Numele, denumirea socială sau marca înregistrată și adresa de contact a fabricantului, astfel cum se solicită în temeiul articolului 11 alineatul (5): HECO-Schrauben GmbH & Co. KG Dr.-Kurt-Steim-Str. 28 78713 Schramberg (Germania)
5. După caz, numele și adresa de contact a reprezentantului autorizat al cărui mandat acoperă atribuțiile specificate la articolul 12 alineatul (2): -
6. Sistemul sau sistemele de evaluare și verificare a constanței performanței produsului pentru construcții, astfel cum este prevăzut în anexa V: System 1
7. În cazul declarației de performanță privind un produs pentru construcții acoperit de un standard
armonizat:
-
Pagina 2 din 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_RO
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
8. În cazul declarației de performanță pentru un produs pentru construcții pentru care s-a emis o evaluare tehnică europeană:
Technical Assessment Body: Deutsches Institut für Bautechnik (DIBt) Organizaṭia notificatӑ: Otto-Graf-Institut Stuttgart, ID number 0672 Documentul care atestӑ certificarea: ETAG 001 part 1, 3 (04.2013) Certificatul de conformitate: 0672-CPR-0635
9. Performanța declarată
Caracteristici de
bază Metoda de proiectare Performanţӑ
Specificaţii
tehnice
armonizate
Valori caracteristice
ale rezistenṭei la
tracṭiune
ETAG 001, Anexa: C,
metoda A
CEN/TS 1992-4:2009,
metoda A
ETA-15/0784: Anexa C1
ETAG 001 Partea 1,
3
ETAG 001, Anexa E
EOTA TR 020
(rezistenṭa la foc)
EOTA TR 045 ETA-15/0784: Anexa C2
EOTA TR 020 (rezistenṭa la
foc)
CEN/TS 1992-4: Anexa D
ETA-15/0784: Anexa C3
Valori caracteristice
ale rezistenṭei la
forfecare
ETAG 001, Anexa: C,
metoda A
CEN/TS 1992-4:2009,
metoda A
ETA-15/0784: Anexa C1
EOTA TR 045 ETA-15/0784: Anexa C2
EOTA TR 020 (rezistenṭa la
foc)
CEN/TS 1992-4: Anexa D
ETA-15/0784: Anexa C3
Parametrii de instalare
ETA-15/0784: Anexa B2
Deplasarea pentru
starea limitӑ de
serviciu
ETAG 001, Anexa: C,
metoda A
CEN/TS 1992-4:2009,
metoda A
ETA-15/0784: Anexa C4
10. Performanța produsului identificat la punctele 1 și 2 este în conformitate cu performanța declarată de
la punctul 9. Această declarație de performanță este emisă pe răspunderea exclusivă a fabricantului identificat la punctul 4.
Semnată pentru și în numele fabricantului de către:
Schramberg, 01.07.2016 i.V.
Andreas Hettich, Director Produs
Pagina 3 din 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_RO
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Specifications of intended use
Use of the anchoring: Static and quasi static loads: all sizes. Seismic category C1:
MMS-plus all Versions, size 10 with maximum embedment depth (hnom2) and size 12 with the embedment depth hnom 1 and hnom 2.
Fire exposure: all sizes.
Base Materials: Reinforced or non-reinforced normal weight concrete according to EN 206-1:2000. Strength classes C20/25 to C50/60 according to EN 206-1:2000. Non-cracked and cracked concrete: all sizes. Conditions of use (Environmental conditions): Structures subject to dry internal conditions. Design: Anchorages are designed under the responsibility of an engineer experienced in anchorages and
concrete work. Verifiable calculation notes and drawings are prepared taking account of the loads to be anchored.
The position of the anchor is indicated on the design drawings (e. g. position of the anchor relative to reinforcement or to supports, etc.).
Anchorages under static or quasi-static actions are designed for design method A in accordance with:
- ETAG 001, Annex C, edition august 2010 or - CEN/TS 1992-4:2009
The design of the anchoring under seismic action have to be carried out in accordance with: - EOTA Technical Report TR 045, edition February 2013 - Anchoring’s have to be placed outside of critical places like plastic hinges. - A distance mounting or mounting with mortar layer is not allowed.
The design of the anchoring under fire exposure have to be carried in accordance with: - EOTA Technical Report 020, edition Mai 2014 or - CEN/TS 1992-4:2009, Annex D - In case of requirements for resistance of fire exposure it must be ensured that local
spalling of the concrete cover does not occur. Installation: Hole drilling by hammer-drilling only. Anchor installation carried out by appropriately qualified personnel and under the supervision of the
person responsible for technical matters of the site.
In case of aborted hole: new drilling at a minimum distance away of twice the depth of the aborted
hole or smaller distance if the aborted hole is filled with high strength mortar and if under shear or
oblique tension load it is not the direction of the load application.
The anchor may be used only once.
After installation further turning of the anchor must not be possible.
The head of the anchor must be supported on the fixture and is not damaged.
Anexa B1
Pagina 4 din 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_RO
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table B1: Installation parameters MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Nominal drill diameter d0 [mm] 5 6 8 10
Drill bit cutting diameter dcut
≤
[mm] 5,40 6,40 8,45 10,45
Depth of borehole h1
≥ [mm] 40 50 40 65 60 75 85 100
Diameter of clearance hole in the
fixture df ≤ [mm] 7 9 12 14
Diameter Countersunk dh [mm] 11,5 15,5 19,5 24
Min. thickness of the concrete
member hmin [mm] 100 100 100 100 100 115 125 150
cracked
and
uncracked
concrete
min. spacing
smin [mm] 30 30 40 40 40 50 60 60
min. edge distance cmin [mm] 30 30 40 40 40 50 60 60
Recommended installation tool [Nm]
Impact screw driver, max. power output Tmax according manufacturer information
75 100 100 200 250
Torque moment for threaded version
(type MMS-plus V) Tinst [Nm] - 15 20 30
Anexa B2
Pagina 5 din 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_RO
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C1: Characteristic values for static and quasi-static tension MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 1)
45 35 1)
55 50 65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance
NRk,s [kN] 10,8 17,6 32,1 49,9
VRk,s [kN] 4,1 6,1 13,7 24,1
k2 2)
- 0,8
M0Rk,s [Nm] 6,7 14,1 34,5 66,8
Partial safety factor γ2 - 1,25
Pullout
Characteristic resistance in uncracked
concrete C20/25 NRk,p [kN] 4,0 6,0 4,0 9,0 12,0 16,0 20,0 25,0
Characteristic resistance in cracked
concrete C20/25 NRk,p [kN] 1,0 1,5 2,0 4,0 6,0 9,0 12,0 16,0
Increasing factor for
concrete
C30/37
Ψc -
1,22
C40/50 1,41
C50/60 1,55
Concrete cone failure and splitting failure
Effective anchorage depth hef [mm] 26 35 26 43 36 50 57 70
Factor for cracked kcr
2) - 7,2
uncracked kunc 2)
- 10,1
Concrete cone
edge
distance ccr,N [mm] 1.5 hef
spacing scr,N [mm] 3 hef
Splitting
edge
distance ccr,sp [mm] 1.8 hef
spacing scr,sp [mm] 3.6 hef
Installation safety factor γ2
3) =
γinst 2) - 1,0
Concrete pryout failure
k-factor k3) = k3
2) - 1,0 2,0
Concrete edge failure
Effective length of the anchor
under shear loading lef = hef [mm] 26 35 26 43 36 50 57 70
Effective diameter of the anchor dnom [mm] 5 6 8 10
1) Only for non-structural applications
2)
Parameter only relevant for the design according to CEN/TS 1992-4:2009
3) Parameter only relevant for the design according to ETAG 001, Annex C
Anexa C1
Pagina 6 din 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_RO
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C2: Characteristic values for seismic actions C1
Size MMS-plus 10 12
Embedment depth in concrete hnom
[mm]
hnom2 hnom1 hnom2
65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance NRk,s,seis [kN] 24,1 37,4
VRk,s,seis [kN] 9,6 16,9
Pullout
Characteristic in cracked
concrete NRk,p,seis [kN] 6,8 9,0 12,0
Concrete cone failure
Effective anchorage depth hef [mm] 50 57 70
concrete
cone
edge distance ccr,N [mm] 1,5 hef
spacing scr,N [mm] 3 hef
Installation safety factor γ2
- 1,0
Concrete pryout failure
k-factor k
- 2,0 1,0
Concrete edge failure
Effective length of the
anchor under shear
loading
lef = hef [mm] 50 57 70
Effective diameter of the
anchor dnom [mm] 8 10
Anexa C2
Pagina 7 din 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_RO
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C3: Characteristic values under fire exposure
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Steel failure for tension- and shear resistance (FRk,fi = NRk,fi = VRk,fi)
Characteristic
resistance
R30 FRk,fi [kN] 0,25 0,4 0,5 1,0 1,5 2,3 3,0 3,0
R60 FRk,fi [kN] 0,25 0,4 0,5 0,8 1,4 1,4 2,1 2,1
R90 FRk,fi
[kN] 0,25 0,4 0,5 0,5 1,0 1,0 1,5 1,5
R120 FRk,fi [kN] 0,2 0,3 0,4 0,4 0,8 0,8 1,2 1,2
R30 M0Rk,s,fi
[Nm] 0,5 1,1 2,7 5,3
R60 M0Rk,s,fi
[Nm] 0,3 0,6 1,5 2,8
R90 M0Rk,s,fi
[Nm] 0,2 0,4 1,1 2,0
R120 M0Rk,s,fi
[Nm] 0,2 0,3 0,9 1,6
Edge distance
R30 to R120 ccr,fi [mm] 2 hef
Spacing
R30 to R120 scr,fi
[mm] 2 ccr,fi
Anexa C3
Pagina 8 din 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_RO
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C4: Displacements under tension loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked concrete
C20/25 to C50/60
tension N [kN] 1,9 3,0 1,9 5,3 5,7 7,9 10,7 12,8
displacement δN0 [mm] 0,11 0,11 0,06 0,12 0,06 0,07 0,05 0,19
δN∞
[mm] 0,30 0,28 0,38 1,03 0,75 0,72 0,74 0,60
Uncracked concrete
C20/25 to C50/60
tension N [kN] 0,5 0,7 0,9 2,0 2,9 4,3 5,7 6,4
displacement δN0 [mm] 0,01 0,02 0,03 0,04 0,03 0,09 0,05 0,02
δN∞
[mm] 0,14 0,09 0,12 0,11 0,08 0,09 0,07 0,22
Table C5: Displacements under shear loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked and
uncracked concrete
C20/25 to C50/60
shear load V [kN] 2 2 4 4 8 8 12 12
displacement δN0 [mm] 0,14 0,13 0,09 0,11 0,18 0,13 0,18 0,18
δN∞
[mm] 0,20 0,19 0,13 0,16 0,27 0,20 0,27 0,27
Anexa C4
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
IZJAVA O LASTNOSTIH HECO-DoP_ETA_15/0784_MMS-plus_1606_SL
1. Enotna identifikacijska oznaka tipa proizvoda: MULTI-MONTI-plus (MMS-plus) 2. Tip, serijska ali zaporedna številka ali kateri koli drug element, na podlagi katerega je mogoče prepoznati gradbene proizvode, v skladu s členom 11(4): Označevanje v skladu z ETA-15/0784 priloga A2, A3 Številka serije: glejte embalažo izdelka 3. Predvidena uporaba ali predvidene vrste uporabe gradbenega proizvoda v skladu z veljavno harmonizirano tehnično specifikacijo, kot jih predvideva proizvajalec: ETA-15/0784 priloga B1
Tip zidnega vložka Sidro vijaka
Za uporabo v betonu C20/25 do C50/60 (EN 206) - nerazpokan: Ø6, Ø7,5, Ø10 in Ø12 - razpokan: Ø6, Ø7,5, Ø10 in Ø12
Opcija/kategorija Opcija 1 Seizmično: Kategorija zmogljivosti C1
Obremenitev statična, kvazi-statična, seizmična (Ø10 + Ø12), odpornost na ogenj
Material/različica Pocinkano jeklo: - za uporabo samo v pogojih suhih notranjih prostorov - različne oblike glav
4. Ime, registrirano trgovsko ime ali registrirana blagovna znamka in naslov proizvajalca v skladu s členom 11 (5): HECO-Schrauben GmbH & Co. KG Dr.-Kurt-Steim-Str. 28 78713 Schramberg (Nemčija) 5. Po potrebi ime ali naslov pooblaščenega zastopnika, katerega pooblastilo zajema naloge, opredeljene v členu 12 (2): - 6. Sistem ali sistemi ocenjevanja in preverjanja nespremenljivosti lastnosti gradbenega proizvoda, kot je določeno v Prilogi V: System 1
7. Za izjavo o lastnostih glede gradbenega proizvoda, za katerega velja harmoniziran standard:
-
Stran 2 od 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_SL
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
8. Za izjavo o lastnostih glede gradbenega proizvoda, za katerega je bila izdana evropska tehnična ocena:
Organ za ocenjevanje: Nemški inštitut za gradbeno tehniko (Deutsches Institut für Bautechnik, DIBt) Priglašeni organ: Inštitut Otto-Graf-Institut Stuttgart, identifikacijska številka 0672
Dokument ocene: ETAG 001 1. del, 3 (04.2013) - Potrdilo o skladnosti: 0672-CPR-0635
9. Navedena lastnost
Bistvene značilnosti Merilna metoda Zmogljivost Usklajena tehnična
specifikacija
Značilne vrednosti
natezne nosilnosti
ETAG 001, priloga: C,
metoda A
CEN/TS 1992-4:2009,
metoda A
ETA-15/0784: priloga C1
ETAG 001 Part 1, 3
ETAG 001, priloga E
EOTA TR 020
(odpornost na ogenj)
EOTA TR 045 ETA-15/0784: priloga C2
EOTA TR 020 (odpornost
na ogenj)
CEN/TS 1992-4: priloga D
ETA-15/0784: annex C3
Značilne vrednosti
prečne nosilnosti
ETAG 001, priloga: C,
metoda A
CEN/TS 1992-4:2009,
metoda A
ETA-15/0784: priloga C1
EOTA TR 045 ETA-15/0784: priloga C2
EOTA TR 020 (odpornost
na ogenj)
CEN/TS 1992-4: priloga D
ETA-15/0784: priloga C3
Montažne značilnosti
ETA-15/0784: priloga B2
Premiki za mejno
stanje uporabnosti
ETAG 001, priloga: C,
metoda A
CEN/TS 1992-4:2009,
metoda A
ETA-15/0784: priloga C4
10. Lastnosti proizvoda, navedenega v točki 1 in 2, so v skladu z navedenimi lastnostmi iz točke 9. Za izdajo te izjave o lastnostih je odgovoren izključno proizvajalec, naveden v točki 4:
Podpisal za in v imenu proizvajalca
Schramberg, 01.07.2016 Po pooblastilu
Andreas Hettich, Vodja trženja proizvodov/trženja
Stran 3 od 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_SL
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Specifications of intended use
Use of the anchoring: Static and quasi static loads: all sizes. Seismic category C1:
MMS-plus all Versions, size 10 with maximum embedment depth (hnom2) and size 12 with the embedment depth hnom 1 and hnom 2.
Fire exposure: all sizes.
Base Materials: Reinforced or non-reinforced normal weight concrete according to EN 206-1:2000. Strength classes C20/25 to C50/60 according to EN 206-1:2000. Non-cracked and cracked concrete: all sizes. Conditions of use (Environmental conditions): Structures subject to dry internal conditions. Design: Anchorages are designed under the responsibility of an engineer experienced in anchorages and
concrete work. Verifiable calculation notes and drawings are prepared taking account of the loads to be anchored.
The position of the anchor is indicated on the design drawings (e. g. position of the anchor relative to reinforcement or to supports, etc.).
Anchorages under static or quasi-static actions are designed for design method A in accordance with:
- ETAG 001, Annex C, edition august 2010 or - CEN/TS 1992-4:2009
The design of the anchoring under seismic action have to be carried out in accordance with: - EOTA Technical Report TR 045, edition February 2013 - Anchoring’s have to be placed outside of critical places like plastic hinges. - A distance mounting or mounting with mortar layer is not allowed.
The design of the anchoring under fire exposure have to be carried in accordance with: - EOTA Technical Report 020, edition Mai 2014 or - CEN/TS 1992-4:2009, Annex D - In case of requirements for resistance of fire exposure it must be ensured that local
spalling of the concrete cover does not occur. Installation: Hole drilling by hammer-drilling only. Anchor installation carried out by appropriately qualified personnel and under the supervision of the
person responsible for technical matters of the site.
In case of aborted hole: new drilling at a minimum distance away of twice the depth of the aborted
hole or smaller distance if the aborted hole is filled with high strength mortar and if under shear or
oblique tension load it is not the direction of the load application.
The anchor may be used only once.
After installation further turning of the anchor must not be possible.
The head of the anchor must be supported on the fixture and is not damaged.
Priloga B1
Stran 4 od 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_SL
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table B1: Installation parameters MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Nominal drill diameter d0 [mm] 5 6 8 10
Drill bit cutting diameter dcut
≤
[mm] 5,40 6,40 8,45 10,45
Depth of borehole h1
≥ [mm] 40 50 40 65 60 75 85 100
Diameter of clearance hole in the
fixture df ≤ [mm] 7 9 12 14
Diameter Countersunk dh [mm] 11,5 15,5 19,5 24
Min. thickness of the concrete
member hmin [mm] 100 100 100 100 100 115 125 150
cracked
and
uncracked
concrete
min. spacing
smin [mm] 30 30 40 40 40 50 60 60
min. edge distance cmin [mm] 30 30 40 40 40 50 60 60
Recommended installation tool [Nm]
Impact screw driver, max. power output Tmax according manufacturer information
75 100 100 200 250
Torque moment for threaded version
(type MMS-plus V) Tinst [Nm] - 15 20 30
Priloga B2
Stran 5 od 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_SL
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C1: Characteristic values for static and quasi-static tension MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 1)
45 35 1)
55 50 65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance
NRk,s [kN] 10,8 17,6 32,1 49,9
VRk,s [kN] 4,1 6,1 13,7 24,1
k2 2)
- 0,8
M0Rk,s [Nm] 6,7 14,1 34,5 66,8
Partial safety factor γ2 - 1,25
Pullout
Characteristic resistance in uncracked
concrete C20/25 NRk,p [kN] 4,0 6,0 4,0 9,0 12,0 16,0 20,0 25,0
Characteristic resistance in cracked
concrete C20/25 NRk,p [kN] 1,0 1,5 2,0 4,0 6,0 9,0 12,0 16,0
Increasing factor for
concrete
C30/37
Ψc -
1,22
C40/50 1,41
C50/60 1,55
Concrete cone failure and splitting failure
Effective anchorage depth hef [mm] 26 35 26 43 36 50 57 70
Factor for cracked kcr
2) - 7,2
uncracked kunc 2)
- 10,1
Concrete cone
edge
distance ccr,N [mm] 1.5 hef
spacing scr,N [mm] 3 hef
Splitting
edge
distance ccr,sp [mm] 1.8 hef
spacing scr,sp [mm] 3.6 hef
Installation safety factor γ2
3) =
γinst 2) - 1,0
Concrete pryout failure
k-factor k3) = k3
2) - 1,0 2,0
Concrete edge failure
Effective length of the anchor
under shear loading lef = hef [mm] 26 35 26 43 36 50 57 70
Effective diameter of the anchor dnom [mm] 5 6 8 10
1) Only for non-structural applications
2)
Parameter only relevant for the design according to CEN/TS 1992-4:2009
3) Parameter only relevant for the design according to ETAG 001, Annex C
Priloga C1
Stran 6 od 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_SL
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C2: Characteristic values for seismic actions C1
Size MMS-plus 10 12
Embedment depth in concrete hnom
[mm]
hnom2 hnom1 hnom2
65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance NRk,s,seis [kN] 24,1 37,4
VRk,s,seis [kN] 9,6 16,9
Pullout
Characteristic in cracked
concrete NRk,p,seis [kN] 6,8 9,0 12,0
Concrete cone failure
Effective anchorage depth hef [mm] 50 57 70
concrete
cone
edge distance ccr,N [mm] 1,5 hef
spacing scr,N [mm] 3 hef
Installation safety factor γ2
- 1,0
Concrete pryout failure
k-factor k
- 2,0 1,0
Concrete edge failure
Effective length of the
anchor under shear
loading
lef = hef [mm] 50 57 70
Effective diameter of the
anchor dnom [mm] 8 10
Priloga C2
Stran 7 od 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_SL
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C3: Characteristic values under fire exposure
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Steel failure for tension- and shear resistance (FRk,fi = NRk,fi = VRk,fi)
Characteristic
resistance
R30 FRk,fi [kN] 0,25 0,4 0,5 1,0 1,5 2,3 3,0 3,0
R60 FRk,fi [kN] 0,25 0,4 0,5 0,8 1,4 1,4 2,1 2,1
R90 FRk,fi
[kN] 0,25 0,4 0,5 0,5 1,0 1,0 1,5 1,5
R120 FRk,fi [kN] 0,2 0,3 0,4 0,4 0,8 0,8 1,2 1,2
R30 M0Rk,s,fi
[Nm] 0,5 1,1 2,7 5,3
R60 M0Rk,s,fi
[Nm] 0,3 0,6 1,5 2,8
R90 M0Rk,s,fi
[Nm] 0,2 0,4 1,1 2,0
R120 M0Rk,s,fi
[Nm] 0,2 0,3 0,9 1,6
Edge distance
R30 to R120 ccr,fi [mm] 2 hef
Spacing
R30 to R120 scr,fi
[mm] 2 ccr,fi
Priloga C3
Stran 8 od 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_SL
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C4: Displacements under tension loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked concrete
C20/25 to C50/60
tension N [kN] 1,9 3,0 1,9 5,3 5,7 7,9 10,7 12,8
displacement δN0 [mm] 0,11 0,11 0,06 0,12 0,06 0,07 0,05 0,19
δN∞
[mm] 0,30 0,28 0,38 1,03 0,75 0,72 0,74 0,60
Uncracked concrete
C20/25 to C50/60
tension N [kN] 0,5 0,7 0,9 2,0 2,9 4,3 5,7 6,4
displacement δN0 [mm] 0,01 0,02 0,03 0,04 0,03 0,09 0,05 0,02
δN∞
[mm] 0,14 0,09 0,12 0,11 0,08 0,09 0,07 0,22
Table C5: Displacements under shear loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked and
uncracked concrete
C20/25 to C50/60
shear load V [kN] 2 2 4 4 8 8 12 12
displacement δN0 [mm] 0,14 0,13 0,09 0,11 0,18 0,13 0,18 0,18
δN∞
[mm] 0,20 0,19 0,13 0,16 0,27 0,20 0,27 0,27
Priloga C4
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
VYHLÁSENIE O PARAMETROCH HECO-DoP_ETA_15/0784_MMS-plus_1606_SK
1. Jedinečný identifikačný kód typu výrobku: MULTI-MONTI-plus (MMS-plus) 2. Typ, číslo výrobnej dávky alebo sériové číslo, alebo akýkoľvek iný prvok umožňujúci identifikáciu stavebného výrobku, ako sa vyžaduje podľa článku 11 ods. 4: Označenie podľa smernice ETA-15/0784 dodatok A2, A3
Číslo šarže: pozri obal výrobku 3. Zamýšľané použitia stavebného výrobku, ktoré uvádza výrobca, v súlade s uplatniteľnou harmonizovanou technickou špecifikáciou: ETA-15/0784 dodatok B1
Typ hmoždinky Skrutková kotva
Určené použitie Betón C20/25 až C50/60 (EN 206) - netrhaný: Ø6; Ø7,5; Ø10 a Ø12 - trhaný: Ø6; Ø7,5; Ø10 a Ø12
Možnosť/trieda Možnosť 1 Seizmická: Trieda výkonnosti C1
Zaťaženie Statické, kvázi-statické, seizmické (Ø10 + Ø12), vystavenie ohňu
Materiál/vyhotovenie Pozinkovaná oceľ: - použitie v podmienkach suchého interiéru - rôzne tvary hláv
4. Meno, registrované obchodné meno alebo registrovaná ochranná známka a kontaktná adresa výrobcu, ako sa vyžaduje podľa článku 11 ods. 5: HECO-Schrauben GmbH & Co. KG Dr.-Kurt-Steim-Str. 28 78713 Schramberg (Germany) 5. V prípade potreby meno a kontaktná adresa splnomocneného zástupcu, ktorého splnomocnenie zahŕňa úlohy vymedzené v článku 12 ods. 2: - 6. Systém alebo systémy posudzovania a overovania nemennosti parametrov stavebného výrobku, ako sa uvádzajú v prílohe V: System 1 7. V prípade vyhlásenia o parametroch týkajúceho sa stavebného výrobku, na ktorý sa vzťahuje harmonizovaná norma: -
Strana 2 z 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_SK
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
8. V prípade vyhlásenia o parametroch týkajúceho sa stavebného výrobku, na ktorý bolo vypracované európske technické posúdenie:
Posúdil: Nemecký inštitút pre stavebnú techniku DIBt Notifikovaný orgán: Otto Graf inštitút v Stuttgarte, identifikačné číslo 0672
Použitá smernica: ETAG 001 Časť 1, 3 (04.2013)
Osvedčenia o súlade: 0672-CPR-0635
9. Deklarované parametre:
Hlavné vlastnosti Metóda merania Výkon Harmonizovaná
technická
špecifikácia
Charakteristický
odpor pri zaťažení v
ťahu
ETAG 001, dodatok: C,
metóda A
CEN/TS 1992-4:2009,
metóda A
ETA-15/0784: dodatok C1
ETAG 001 Part 1, 3
ETAG 001, dodatok
E
EOTA TR 020 (odpor
pri vystavení ohňu)
EOTA TR 045 ETA-15/0784: dodatok C2
EOTA TR 020 (odpor pri
vystavení ohňu)
CEN/TS 1992-4: dodatok
D
ETA-15/0784: dodatok C3
Charakteristický
odpor pri priečnom
zaťažení
ETAG 001, dodatok: C,
metóda A
CEN/TS 1992-4:2009,
metóda A
ETA-15/0784: dodatok C1
EOTA TR 045 ETA-15/0784: dodatok C2
EOTA TR 020 (odpor pri
vystavení ohňu)
CEN/TS 1992-4: dodatok
D
ETA-15/0784: dodatok C3
Montážne parametre
ETA-15/0784: dodatok B2
Modul posuvu kser
ETAG 001, dodatok: C,
metóda A
CEN/TS 1992-4:2009,
metóda A
ETA-15/0784: dodatok C4
10. Parametre výrobku uvedené v bodoch 1 a 2 sú v zhode s deklarovanými parametrami v bode 9.
Toto vyhlásenie o parametroch sa vydáva na výhradnú zodpovednosť výrobcu uvedeného v bode 4.
Podpísal(-a) za a v mene výrobcu:
Schramberg, 01.07.2016 v zast.
Andreas Hettich, Vedúci PM/Marketing
Strana 3 z 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_SK
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Specifications of intended use
Use of the anchoring: Static and quasi static loads: all sizes. Seismic category C1:
MMS-plus all Versions, size 10 with maximum embedment depth (hnom2) and size 12 with the embedment depth hnom 1 and hnom 2.
Fire exposure: all sizes.
Base Materials: Reinforced or non-reinforced normal weight concrete according to EN 206-1:2000. Strength classes C20/25 to C50/60 according to EN 206-1:2000. Non-cracked and cracked concrete: all sizes. Conditions of use (Environmental conditions): Structures subject to dry internal conditions. Design: Anchorages are designed under the responsibility of an engineer experienced in anchorages and
concrete work. Verifiable calculation notes and drawings are prepared taking account of the loads to be anchored.
The position of the anchor is indicated on the design drawings (e. g. position of the anchor relative to reinforcement or to supports, etc.).
Anchorages under static or quasi-static actions are designed for design method A in accordance with:
- ETAG 001, Annex C, edition august 2010 or - CEN/TS 1992-4:2009
The design of the anchoring under seismic action have to be carried out in accordance with: - EOTA Technical Report TR 045, edition February 2013 - Anchoring’s have to be placed outside of critical places like plastic hinges. - A distance mounting or mounting with mortar layer is not allowed.
The design of the anchoring under fire exposure have to be carried in accordance with: - EOTA Technical Report 020, edition Mai 2014 or - CEN/TS 1992-4:2009, Annex D - In case of requirements for resistance of fire exposure it must be ensured that local
spalling of the concrete cover does not occur. Installation: Hole drilling by hammer-drilling only. Anchor installation carried out by appropriately qualified personnel and under the supervision of the
person responsible for technical matters of the site.
In case of aborted hole: new drilling at a minimum distance away of twice the depth of the aborted
hole or smaller distance if the aborted hole is filled with high strength mortar and if under shear or
oblique tension load it is not the direction of the load application.
The anchor may be used only once.
After installation further turning of the anchor must not be possible.
The head of the anchor must be supported on the fixture and is not damaged.
Dodatok B1
Strana 4 z 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_SK
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table B1: Installation parameters MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Nominal drill diameter d0 [mm] 5 6 8 10
Drill bit cutting diameter dcut
≤
[mm] 5,40 6,40 8,45 10,45
Depth of borehole h1
≥ [mm] 40 50 40 65 60 75 85 100
Diameter of clearance hole in the
fixture df ≤ [mm] 7 9 12 14
Diameter Countersunk dh [mm] 11,5 15,5 19,5 24
Min. thickness of the concrete
member hmin [mm] 100 100 100 100 100 115 125 150
cracked
and
uncracked
concrete
min. spacing
smin [mm] 30 30 40 40 40 50 60 60
min. edge distance cmin [mm] 30 30 40 40 40 50 60 60
Recommended installation tool [Nm]
Impact screw driver, max. power output Tmax according manufacturer information
75 100 100 200 250
Torque moment for threaded version
(type MMS-plus V) Tinst [Nm] - 15 20 30
Dodatok B2
Strana 5 z 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_SK
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C1: Characteristic values for static and quasi-static tension MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 1)
45 35 1)
55 50 65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance
NRk,s [kN] 10,8 17,6 32,1 49,9
VRk,s [kN] 4,1 6,1 13,7 24,1
k2 2)
- 0,8
M0Rk,s [Nm] 6,7 14,1 34,5 66,8
Partial safety factor γ2 - 1,25
Pullout
Characteristic resistance in uncracked
concrete C20/25 NRk,p [kN] 4,0 6,0 4,0 9,0 12,0 16,0 20,0 25,0
Characteristic resistance in cracked
concrete C20/25 NRk,p [kN] 1,0 1,5 2,0 4,0 6,0 9,0 12,0 16,0
Increasing factor for
concrete
C30/37
Ψc -
1,22
C40/50 1,41
C50/60 1,55
Concrete cone failure and splitting failure
Effective anchorage depth hef [mm] 26 35 26 43 36 50 57 70
Factor for cracked kcr
2) - 7,2
uncracked kunc 2)
- 10,1
Concrete cone
edge
distance ccr,N [mm] 1.5 hef
spacing scr,N [mm] 3 hef
Splitting
edge
distance ccr,sp [mm] 1.8 hef
spacing scr,sp [mm] 3.6 hef
Installation safety factor γ2
3) =
γinst 2) - 1,0
Concrete pryout failure
k-factor k3) = k3
2) - 1,0 2,0
Concrete edge failure
Effective length of the anchor
under shear loading lef = hef [mm] 26 35 26 43 36 50 57 70
Effective diameter of the anchor dnom [mm] 5 6 8 10
1) Only for non-structural applications
2)
Parameter only relevant for the design according to CEN/TS 1992-4:2009
3) Parameter only relevant for the design according to ETAG 001, Annex C
Dodatok C1
Strana 6 z 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_SK
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C2: Characteristic values for seismic actions C1
Size MMS-plus 10 12
Embedment depth in concrete hnom
[mm]
hnom2 hnom1 hnom2
65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance NRk,s,seis [kN] 24,1 37,4
VRk,s,seis [kN] 9,6 16,9
Pullout
Characteristic in cracked
concrete NRk,p,seis [kN] 6,8 9,0 12,0
Concrete cone failure
Effective anchorage depth hef [mm] 50 57 70
concrete
cone
edge distance ccr,N [mm] 1,5 hef
spacing scr,N [mm] 3 hef
Installation safety factor γ2
- 1,0
Concrete pryout failure
k-factor k
- 2,0 1,0
Concrete edge failure
Effective length of the
anchor under shear
loading
lef = hef [mm] 50 57 70
Effective diameter of the
anchor dnom [mm] 8 10
Dodatok C2
Strana 7 z 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_SK
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C3: Characteristic values under fire exposure
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Steel failure for tension- and shear resistance (FRk,fi = NRk,fi = VRk,fi)
Characteristic
resistance
R30 FRk,fi [kN] 0,25 0,4 0,5 1,0 1,5 2,3 3,0 3,0
R60 FRk,fi [kN] 0,25 0,4 0,5 0,8 1,4 1,4 2,1 2,1
R90 FRk,fi
[kN] 0,25 0,4 0,5 0,5 1,0 1,0 1,5 1,5
R120 FRk,fi [kN] 0,2 0,3 0,4 0,4 0,8 0,8 1,2 1,2
R30 M0Rk,s,fi
[Nm] 0,5 1,1 2,7 5,3
R60 M0Rk,s,fi
[Nm] 0,3 0,6 1,5 2,8
R90 M0Rk,s,fi
[Nm] 0,2 0,4 1,1 2,0
R120 M0Rk,s,fi
[Nm] 0,2 0,3 0,9 1,6
Edge distance
R30 to R120 ccr,fi [mm] 2 hef
Spacing
R30 to R120 scr,fi
[mm] 2 ccr,fi
Dodatok C3
Strana 8 z 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_SK
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C4: Displacements under tension loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked concrete
C20/25 to C50/60
tension N [kN] 1,9 3,0 1,9 5,3 5,7 7,9 10,7 12,8
displacement δN0 [mm] 0,11 0,11 0,06 0,12 0,06 0,07 0,05 0,19
δN∞
[mm] 0,30 0,28 0,38 1,03 0,75 0,72 0,74 0,60
Uncracked concrete
C20/25 to C50/60
tension N [kN] 0,5 0,7 0,9 2,0 2,9 4,3 5,7 6,4
displacement δN0 [mm] 0,01 0,02 0,03 0,04 0,03 0,09 0,05 0,02
δN∞
[mm] 0,14 0,09 0,12 0,11 0,08 0,09 0,07 0,22
Table C5: Displacements under shear loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked and
uncracked concrete
C20/25 to C50/60
shear load V [kN] 2 2 4 4 8 8 12 12
displacement δN0 [mm] 0,14 0,13 0,09 0,11 0,18 0,13 0,18 0,18
δN∞
[mm] 0,20 0,19 0,13 0,16 0,27 0,20 0,27 0,27
Dodatok C4
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
IZJAVA O SVOJSTVIMA HECO-DoP_ETA_15/0784_MMS-plus_1606_HR
1. Jednoznačan identifikacijski kod vrste proizvoda: MULTI-MONTI-plus (MMS-plus) 2. Vrsta, šarža ili serijski broj ili neka druga oznaka za identifikacijugrađevnog proizvoda prema članku 11 odl. 4: Označavanje prema ETA-15/0784 prilog A2, A3
Broj šarže: vidi ambalažu proizvoda 3. Svrha uporabe koju je predvidio proizvođač ili predviđene svrhe uporabe građevnog proizvoda prema primjenjivim usklađenim tehničkim specifikacijama: ETA-15/0784 prilog B1
Tip pričvrsnice Sidreni vijak
Svrha uporabe U betonu C20/25 do C50/60 (EN 206) - neispucani: Ø6, Ø7,5, Ø10 i Ø12 - ispucani: Ø6, Ø7,5, Ø10 i Ø12
Opcija/klasa Opcija 1 Seizmološki: Klasa svojstava C1
Opterećenje mirno, skoro mirno, seizmičko (Ø10 + Ø12), otpornost na požar
Materijal/izvedba Pocinčani čelik: - za primjenu u uvjetima suhih unutarnjih prostorija - različiti oblici glave
4. Naziv, registrirani trgovački naziv ili registrirana marka i kontaktna adresa proizvođača prema članku 11, odl. 5: HECO-Schrauben GmbH & Co. KG Dr.-Kurt-Steim-Str. 28 78713 Schramberg, Njemačka 5. Ako postoji, naziv i adresa ovlaštenog predstavnika koji je zadužen za zadatke prema članku 12, odl. 2: - 6. Sustav ocjenjivanja i provjere stalnosti svojstva građevnog proizvoda prema Prilogu V: Sustav 1 7. U slučaju izjave o svojstvima koja se odnosi na građevni proizvod obuhvaćen usklađenom normom: -
Stranica 2od 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_HR
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
8. U slučaju izjave o svojstvima koja se odnosi na građevni proizvod za koji je izdana Europska tehnička ocjena:
Tijelo za tehničko ocjenjivanje: Njemački institut za građevinsku tehniku (DIBt)
Prijavljeno tijelo: Institut Otto-Graf u Stuttgartu, identifikacijski broj 0672
Dokument za ocjenjivanje: ETAG 001 dio1, 3 (04.2013)
Potvrda o sukladnosti: 0672-CPR-0635
9. Objavljeno svojstvo
Bitne karakteristike Metoda procjene Svojstvo Usklađena tehnička
specifikacija
Karakterističan otpor
kod vlačnog
opterećenja
ETAG 001, prilog C,
Metoda A
CEN/TS 1992-4:2009,
Metoda A
ETA-15/0784: prilog C1
ETAG 001 Part 1, 3
ETAG 001, prilog E
EOTA TR 020
(Otpornost na požar)
EOTA TR 045 ETA-15/0784: prilog C2
EOTA TR 020 (Otpornost
na požar)
CEN/TS 1992-4: prilog D
ETA-15/0784: prilog C3
Karakterističan otpor
kod poprečnog
opterećenja
ETAG 001, prilog C,
Metoda A
CEN/TS 1992-4:2009,
Metoda A
ETA-15/0784: prilog C1
EOTA TR 045 ETA-15/0784: prilog C2
EOTA TR 020 (Otpornost
na požar)
CEN/TS 1992-4: prilog D
ETA-15/0784: prilog C3
Karakteristične vrijednosti montaže
ETA-15/0784: prilog B2
Pomaci krajnje
granične vrijednosti
upotrebljivosti
ETAG 001, prilog: C,
Metoda A
CEN/TS 1992-4:2009,
Metoda A
ETA-15/0784: prilog C4
10. Svojstvo proizvoda identificirano u točkama 1 i 2 odgovara objavljenom svojstvu u točki 9.
Za izradu ove izjave o svojstvima odgovoran je isključivo proizvođač u skladu s točkom 4.
Potpisuje za i u ime proizvođača:
Schramberg, 01.07.2016 po nalogu
Andreas Hettich, Voditelj PM/marketinga
Stranica 3od 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_HR
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Specifications of intended use
Use of the anchoring: Static and quasi static loads: all sizes. Seismic category C1:
MMS-plus all Versions, size 10 with maximum embedment depth (hnom2) and size 12 with the embedment depth hnom 1 and hnom 2.
Fire exposure: all sizes.
Base Materials: Reinforced or non-reinforced normal weight concrete according to EN 206-1:2000. Strength classes C20/25 to C50/60 according to EN 206-1:2000. Non-cracked and cracked concrete: all sizes. Conditions of use (Environmental conditions): Structures subject to dry internal conditions. Design: Anchorages are designed under the responsibility of an engineer experienced in anchorages and
concrete work. Verifiable calculation notes and drawings are prepared taking account of the loads to be anchored.
The position of the anchor is indicated on the design drawings (e. g. position of the anchor relative to reinforcement or to supports, etc.).
Anchorages under static or quasi-static actions are designed for design method A in accordance with:
- ETAG 001, Annex C, edition august 2010 or - CEN/TS 1992-4:2009
The design of the anchoring under seismic action have to be carried out in accordance with: - EOTA Technical Report TR 045, edition February 2013 - Anchoring’s have to be placed outside of critical places like plastic hinges. - A distance mounting or mounting with mortar layer is not allowed.
The design of the anchoring under fire exposure have to be carried in accordance with: - EOTA Technical Report 020, edition Mai 2014 or - CEN/TS 1992-4:2009, Annex D - In case of requirements for resistance of fire exposure it must be ensured that local
spalling of the concrete cover does not occur. Installation: Hole drilling by hammer-drilling only. Anchor installation carried out by appropriately qualified personnel and under the supervision of the
person responsible for technical matters of the site.
In case of aborted hole: new drilling at a minimum distance away of twice the depth of the aborted
hole or smaller distance if the aborted hole is filled with high strength mortar and if under shear or
oblique tension load it is not the direction of the load application.
The anchor may be used only once.
After installation further turning of the anchor must not be possible.
The head of the anchor must be supported on the fixture and is not damaged.
Prilog B1
Stranica 4od 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_HR
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table B1: Installation parameters MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Nominal drill diameter d0 [mm] 5 6 8 10
Drill bit cutting diameter dcut
≤
[mm] 5,40 6,40 8,45 10,45
Depth of borehole h1
≥ [mm] 40 50 40 65 60 75 85 100
Diameter of clearance hole in the
fixture df ≤ [mm] 7 9 12 14
Diameter Countersunk dh [mm] 11,5 15,5 19,5 24
Min. thickness of the concrete
member hmin [mm] 100 100 100 100 100 115 125 150
cracked
and
uncracked
concrete
min. spacing
smin [mm] 30 30 40 40 40 50 60 60
min. edge distance cmin [mm] 30 30 40 40 40 50 60 60
Recommended installation tool [Nm]
Impact screw driver, max. power output Tmax according manufacturer information
75 100 100 200 250
Torque moment for threaded version
(type MMS-plus V) Tinst [Nm] - 15 20 30
Prilog B2
Stranica 5od 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_HR
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C1: Characteristic values for static and quasi-static tension MMS-plus
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 1)
45 35 1)
55 50 65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance
NRk,s [kN] 10,8 17,6 32,1 49,9
VRk,s [kN] 4,1 6,1 13,7 24,1
k2 2)
- 0,8
M0Rk,s [Nm] 6,7 14,1 34,5 66,8
Partial safety factor γ2 - 1,25
Pullout
Characteristic resistance in uncracked
concrete C20/25 NRk,p [kN] 4,0 6,0 4,0 9,0 12,0 16,0 20,0 25,0
Characteristic resistance in cracked
concrete C20/25 NRk,p [kN] 1,0 1,5 2,0 4,0 6,0 9,0 12,0 16,0
Increasing factor for
concrete
C30/37
Ψc -
1,22
C40/50 1,41
C50/60 1,55
Concrete cone failure and splitting failure
Effective anchorage depth hef [mm] 26 35 26 43 36 50 57 70
Factor for cracked kcr
2) - 7,2
uncracked kunc 2)
- 10,1
Concrete cone
edge
distance ccr,N [mm] 1.5 hef
spacing scr,N [mm] 3 hef
Splitting
edge
distance ccr,sp [mm] 1.8 hef
spacing scr,sp [mm] 3.6 hef
Installation safety factor γ2
3) =
γinst 2) - 1,0
Concrete pryout failure
k-factor k3) = k3
2) - 1,0 2,0
Concrete edge failure
Effective length of the anchor
under shear loading lef = hef [mm] 26 35 26 43 36 50 57 70
Effective diameter of the anchor dnom [mm] 5 6 8 10
1) Only for non-structural applications
2)
Parameter only relevant for the design according to CEN/TS 1992-4:2009
3) Parameter only relevant for the design according to ETAG 001, Annex C
Prilog C1
Stranica 6od 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_HR
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C2: Characteristic values for seismic actions C1
Size MMS-plus 10 12
Embedment depth in concrete hnom
[mm]
hnom2 hnom1 hnom2
65 75 90
Steel failure for tension- and shear resistance
Characteristic resistance NRk,s,seis [kN] 24,1 37,4
VRk,s,seis [kN] 9,6 16,9
Pullout
Characteristic in cracked
concrete NRk,p,seis [kN] 6,8 9,0 12,0
Concrete cone failure
Effective anchorage depth hef [mm] 50 57 70
concrete
cone
edge distance ccr,N [mm] 1,5 hef
spacing scr,N [mm] 3 hef
Installation safety factor γ2
- 1,0
Concrete pryout failure
k-factor k
- 2,0 1,0
Concrete edge failure
Effective length of the
anchor under shear
loading
lef = hef [mm] 50 57 70
Effective diameter of the
anchor dnom [mm] 8 10
Prilog C2
Stranica 7od 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_HR
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C3: Characteristic values under fire exposure
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Steel failure for tension- and shear resistance (FRk,fi = NRk,fi = VRk,fi)
Characteristic
resistance
R30 FRk,fi [kN] 0,25 0,4 0,5 1,0 1,5 2,3 3,0 3,0
R60 FRk,fi [kN] 0,25 0,4 0,5 0,8 1,4 1,4 2,1 2,1
R90 FRk,fi
[kN] 0,25 0,4 0,5 0,5 1,0 1,0 1,5 1,5
R120 FRk,fi [kN] 0,2 0,3 0,4 0,4 0,8 0,8 1,2 1,2
R30 M0Rk,s,fi
[Nm] 0,5 1,1 2,7 5,3
R60 M0Rk,s,fi
[Nm] 0,3 0,6 1,5 2,8
R90 M0Rk,s,fi
[Nm] 0,2 0,4 1,1 2,0
R120 M0Rk,s,fi
[Nm] 0,2 0,3 0,9 1,6
Edge distance
R30 to R120 ccr,fi [mm] 2 hef
Spacing
R30 to R120 scr,fi
[mm] 2 ccr,fi
Prilog C3
Stranica 8od 8
HECO-DoP_ETA_15/0784_MMS-plus_1606_HR
HECO-Schrauben GmbH & Co. KG Kommanditgesellschaft Sitz Schramberg, Amtsgericht Stuttgart HRA 480655 Bankverbindungen BLZ Konto-Nr. S.W.I.F.T.-Code I.B.A.N.-Code
Dr.-Kurt-Steim-Straße 28 persönlich haftender Gesellschafter: Ludwig Hettich Verwaltungs GmbH Kreissparkasse Rottweil 642 500 40 556 509 SOLADES1RWL DE90642500400000556509
78713 Schramberg Sitz Schramberg, Amtsgericht Stuttgart HRB 480374 Volksbank Schwarzwald Neckar eG 642 920 20 41 980 000 GENODES1SBG DE27642920200041980000
Telefon: +49 (0) 74 22-9 89-0 Geschäftsführer: Stefan Hettich, Guido Hettich, UST-ID-Nr. DE 142646601 Deutsche Postbank 600 100 70 135 70-700 PBNKDEFF600 DE07600100700013570700
Telefax: +49 (0) 74 22-9 89-200 ILN 40 19787 00000 0 Commerzbank VS-Villingen 694 400 07 1 571 629 COBADEFF694 DE75694400070157162900
E-Mail: [email protected]
Internet: www.heco-schrauben.de
Table C4: Displacements under tension loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked concrete
C20/25 to C50/60
tension N [kN] 1,9 3,0 1,9 5,3 5,7 7,9 10,7 12,8
displacement δN0 [mm] 0,11 0,11 0,06 0,12 0,06 0,07 0,05 0,19
δN∞
[mm] 0,30 0,28 0,38 1,03 0,75 0,72 0,74 0,60
Uncracked concrete
C20/25 to C50/60
tension N [kN] 0,5 0,7 0,9 2,0 2,9 4,3 5,7 6,4
displacement δN0 [mm] 0,01 0,02 0,03 0,04 0,03 0,09 0,05 0,02
δN∞
[mm] 0,14 0,09 0,12 0,11 0,08 0,09 0,07 0,22
Table C5: Displacements under shear loads
Size MMS-plus 6 7,5 10 12
Embedment depth in concrete hnom [mm]
hnom1 hnom2 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
35 45 35 55 50 65 75 90
Cracked and
uncracked concrete
C20/25 to C50/60
shear load V [kN] 2 2 4 4 8 8 12 12
displacement δN0 [mm] 0,14 0,13 0,09 0,11 0,18 0,13 0,18 0,18
δN∞
[mm] 0,20 0,19 0,13 0,16 0,27 0,20 0,27 0,27
Prilog C4