84 avenue Jean Jaurès CHAMPS-SUR-MARNE Fax : … Technical Assessment ETA-14/0009 English translation prepared by CSTB Page 7 of 18 | 11 / 03 / 2014 Injection system Hilti HIT-HY100

Centre Scientifique et

Technique du Bâtiment 84 avenue Jean Jaurès CHAMPS-SUR-MARNE F-77447 Marne-la-Vallée Cedex 2 Tél. : (33) 01 64 68 82 82 Fax : (33) 01 60 05 70 37

Member of

www.eota.eu

European Technical Assessment

ETA-14/0009 of 11/03/2014

English translation prepared by CSTB - Original version in French language

General Part

Technical Assessment Body issuing the ETA and designated according to Article 29 of the Regulation (EU) No 305/2011:

Nom commercial Trade name

Hilti HIT-HY100

Famille de produit Product family

Cheville à scellement de type "à injection" pour fixation dans le béton non fissuré M8 à M30.

Bonded injection type anchor for use in non-cracked concrete: sizes M8 to M30

Titulaire Manufacturer

Hilti Corporation Feldkircherstrasse 100 FL-9494 Schaan Principality of Liechtenstein

Usine de fabrication Manufacturing plant

Plant 6

Cette evaluation contient: This Assessment contains

18 pages incluant 15 annexes qui font partie intégrante de cette évaluation 18 pages including 15 annexes which form an integral part of this assessment

Base de l‘ETE Basis of ETA

ETAG 001, Version April 2013, utilisée en tant que EAD

ETAG 001, Edition April 2013 used as EAD

Cette evaluation remplace: This Assessment replaces

Translations of this European Technical Assessment in other languages shall fully correspond to the original issued document and should be identified as such. Communication of this European Technical Assessment, including transmission by electronic means, shall be in full. However, partial reproduction

may be made, with the written consent of the issuing Technical Assessment Body. Any partial reproduction has to be identified as such.

European Technical Assessment ETA-14/0009

English translation prepared by CSTB

Page 2 of 18 | 11 / 03 / 2014

1 Technical description of the product

The Hilti HIT-HY100 injection system is bonded anchor (injection type) consisting of a mortar cartridge with Hilti injection mortar HIT-HY100 and a steel element.

The steel element can be made of zinc plated carbon (HIT-V, HIS-N), reinforcing bar, stainless steel (HIT-V-R, HIS-RN), or high corrosion resistant stainless steel (HIT-V-HCR).

The steel element is placed into a rotary/percussion drilled hole filled with the injection mortar and is anchored via the bond between the metal part and concrete.

The illustration and the description of the product are given in Annexes A.

2 Specification of the intended use

The performances given in Section 3 are only valid if the anchor is used in compliance with the specifications and conditions given in Annexes B.

The provisions made in this European technical assessment are based on an assumed working life of the anchor of 50 years. The indications given on the working life cannot be interpreted as a guarantee given by the producer, but are to be regarded only as a means for choosing the right products in relation to the expected economically reasonable working life of the works.

3 Performance of the product

3.1 Mechanical resistance and stability (BWR 1)

Essential characteristic Performance

Characteristic tension resistance and shear resistance acc. TR029

for threaded rods HIT-V

See Annex C 1


for rebars

See Annex C 2


for internally threaded rods HIS-(R)N

See Annex C 3

Displacements See Annexes C4 - C5

3.2 Safety in case of fire (BWR 2)

Essential characteristic Performance

Reaction to fire Anchorages satisfy requirements for Class A1

Resistance to fire No performance determined (NPD)

3.3 Hygiene, health and the environment (BWR 3)

Regarding dangerous substances contained in this European Technical Assessmentl, there may be requirements applicable to the products falling within its scope (e.g. transposed European legislation and national laws, regulations and administrative provisions). In order to meet the provisions of the Construction Products Directive, these requirements need also to be complied with, when and where they apply.



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Injection system Hilti HIT-HY100

Product description

Installation condition

Annex A1

Installation anchor

Fixture

thickness

tfix

d0

Marking of the embedment depth

Bore hole depth h0 = anchorage depth hef

Thickness of concrete member h

Figure A1:

Threaded rod HIT-V …

Marking of the embedment depth

Bore hole depth h0 = anchorage depth hef

Thickness of concrete member h

d0

Figure A2:

Rebar

d0

hS

df

h0 = hef

Figure A3:

Internal sleeve HIS-(R)N



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Product description

Injection mortar / Static mixer / Steel elements

Annex A2

Injection mortar Hilti HIT-HY 100: hybrid system with aggregate

330 ml, 500 ml

Static mixer Hilti HIT-RE-M

Steel elements

Marking

HILTI HIT

Production date

Production time and line

Expiry date mm/yyyy

Deformed carbon steel bars for concrete reinforcement (rebar) ø8, ø10, ø12, ø14, ø16, ø20 or ø25

Internal sleeve HIS-N...

thread sizes M8, M10, M12, M16 or M20

Threaded rod HIT-V-...

thread sizes M8, M10, M12, M16, M20, M24, M27 or M30

washer nut

HIL

TI

HIS

..

Product name: “Hilti HIT-HY 100”



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Product description

Materials

Annex A3

Table A1: Materials

Part Designation Material

Metal parts made of zinc coated steel

1 Threaded rod HIT-V-5.8(F)

Strength class 5.8 ,Rm = 500 N/mm²; Rp 0,2 = 400 N/mm², A5 > 8% Ductile

Steel galvanized 5m EN ISO 4042

(F) hot dipped galvanized 45m EN ISO 10684

2 Threaded rod HIT-V-8.8(F)

Strength class 8.8 ,Rm = 800 N/mm²; Rp 0,2 = 640 N/mm², A5 > 8% Ductile


(F) hot dipped galvanized 45m EN ISO 10684

3 Washer ISO 7089

Steel galvanized EN ISO 4042; hot dipped galvanized EN ISO 10684

4 Nut EN ISO 4032

Strength class 8 ISO 898-2

Steel galvanized 5m EN ISO 4042; hot dipped galvanized 45m EN ISO 10684

5 Internally threaded sleeves HIS-N

Carbon steel 1.0718, EN 10277-3


related fastening screw: strength class 8.8 EN ISO 898-1, A5 > 8% Ductile,

steel galvanized 5m EN ISO 4042

Metal parts made of stainless steel

6 Threaded rod HIT-V-R

For ≤ M24: strength class 70 ,Rm = 700 N/mm²; Rp 0,2 = 450 N/mm²; A5 > 8% Ductile For > M24: strength class 50 ,Rm = 500 N/mm²; Rp 0,2 = 210 N/mm²; A5 > 8% Ductile Stainless steel 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362 EN 10088

7 Washer ISO 7089

Stainless steel 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362 EN 10088

8 Nut EN ISO 4032

Strength class 70 EN ISO 3506-2 Stainless steel 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362 EN 10088

9 Internally threaded sleeves HIS-RN

Stainless steel 1.4401 and 1.4571 EN 10088

related fastening screw: strength class 70 EN ISO 3506-1, A5 > 8% Ductile, stainless steel 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362 EN 10088

Metal parts made of high corrosion resistant steel

10 Threaded rod HIT-V-HCR

For ≤ M20: Rm = 800 N/mm²; Rp 0,2 = 640 N/mm², A5 > 8% Ductile For > M20: Rm = 700 N/mm²; Rp 0,2 = 400 N/mm², A5 > 8% Ductile High corrosion resistant steel 1.4529, 1.4565 EN 10088

11 Washer ISO 7089

High corrosion resistant steel 1.4529, 1.4565 EN 10088

12 Nut EN ISO 4032

Strength class 70 EN ISO 3506-2 High corrosion resistant steel 1.4529, 1.4565 EN 10088

Reinforcing bar (rebar)

1

Rebar EN 1992-1-1:2004

and AC:2010, Annex C

Bars and de-coiled rods Class B or C with

fyk and k according to NDP or NCL of EN 1992-1-1/NA:2013

fuk = ftk = kfyk



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Intended use

Specifications

Annex B1

Specifications of intended use

Table B1: Overview use categories and performance categories

Anchorages subject to: HIT-HY 100 with …

HIT-V … Rebar HIS-(R)N

hammer drilling

or compressed air drilling mode.

Static and quasi static loading, in non-cracked concrete

M8 to M30 Ø8 to Ø25 M8 to M20

Table C1, C2, C7, C8 Table C3, C4, C9, C10 Table C5, C6, C11, C12

Use category: dry or wet concrete

Installation temperature +5°C to +40°C

In-service temperature

Temperature range I: -40°C to +40°C (max long term temperature +24°C and max short term temperature +40°C)

Temperature range II: -40°C to +80°C (max long term temperature +50°C and max short term temperature +80°C)

Base materials:

Reinforced or unreinforced normal weight concrete according to EN 206-1:2000-12. Strength classes C20/25 to C50/60 according to EN 206-1:2000-12. Maximum chloride concrete of 0,40% (CL 0.40) related to the cement content according to

EN 206-1:2000-12.

Use conditions (Environmental conditions):

Structures subject to dry internal conditions (zinc coated steel, stainless steel or high corrosion resistant steel).

Structures subject to external atmospheric exposure including industrial and marine environment (stainless steel or high corrosion resistant steel).

Structures subject to permanently damp internal condition, if no particular aggressive conditions exist (stainless steel or high corrosion resistant steel).

Structures subject to permanently damp internal condition or in other particular aggressive conditions (high corrosion resistant steel).

Note: Particular aggressive conditions are e.g. permanent, alternating immersion in seawater or the splash zone of seawater, chloride atmosphere of indoor swimming pools or atmosphere with extreme chemical pollution (e.g. in desulphurization plants or road tunnels where de-icing materials are used).

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 forces to be transmitted. 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 in accordance with (please choose the relevant design method): EOTA Technical Report TR 029, Edition September 2010



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Annex B2

Intended use

Installation parameters: Threaded rod HIT-V-…

Table B2: Installation parameters of threaded rod HIT-V-…

HIT-V-… M8 M10 M12 M16 M20 M24 M27 M30

Diameter of element d [mm] 8 10 12 16 20 24 27 30

Range of effective anchorage depth hef and depth of drilled hole h0

min [mm] 60 60 70 80 90 100 110 120

max [mm] 160 200 240 320 400 480 540 600

Nominal diameter of drill bit d0 [mm] 10 12 14 18 24 28 30 35

Diameter of clearance hole in the fixture

1)

df [mm] 9 12 14 18 22 26 30 33

Maximum torque moment Tmax [Nm] 10 20 40 80 150 200 270 300

Minimum thickness of concrete member

hmin [mm] hef + 30 mm ≥ 100 mm

hef + 2 x d0

Minimum spacing smin [mm] 40 50 60 80 100 120 135 150

Minimum edge distance cmin [mm] 40 50 60 80 100 120 135 150

1) for larger clearance hole in the fixture see TR 029 section 1.1

d

Head marking: 5.8 - l = HIT-V-5.8 M…x l

5.8F - l = HIT-V-5.8F M…x l

8.8 - l = HIT-V-8.8 M…x l

8.8F - l = HIT-V-8.8F M…x l

R - l = HIT-V-R M ...x l

HCR - l = HIT-V-HCR M ...x l

l (total length of element)



Page 9 of 18 | 11 / 03 / 2014


Annex B3

Intended use

Installation parameters: Internal sleeve HIS-(R)N

Table B3: Installation parameters of internal sleeve HIS-(R)N

HIS-(R)N … M8 M10 M12 M16 M20

Diameter of element d [mm] 12,5 16,5 20,5 25,4 27,6

Effective anchorage depth hef [mm] 90 110 125 170 205

Nominal diameter of drill bit d0 [mm] 14 18 22 28 32

Depth of drilled hole h0 [mm] 90 110 125 170 205

Diameter of clearance hole in the fixture

df [mm] 9 12 14 18 22

Maximum torque moment Tmax [Nm] 10 20 40 80 150

Thread engagement length min-max

hs [mm] 8-20 10-25 12-30 16-40 20-50


hmin [mm] 120 150 170 230 270

Minimum spacing smin [mm] 40 45 55 65 90

Minimum edge distance cmin [mm] 40 45 55 65 90

HIL

TI

HIS

...

Effective anchorage depth hef

d

Marking:

Identifying mark - HILTI and

embossing "HIS-N" (for C-steel) embossing "HIS-RN" (for stainless steel)



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Annex B4

Intended use

Installation parameters: Anchor element rebar

Table B4: Installation parameters of anchor element rebar

Rebar … Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25

Diameter of element d [mm] 8 10 12 14 16 20 25

Range of effective anchorage depth hef and depth of drilled hole h0

min [mm] 60 60 70 80 80 90 100

max [mm] 160 200 240 280 320 400 500

Nominal diameter of drill bit d0 [mm] 10

121)

12 14

1)

14 16

1)

18 20 25 32


hmin [mm]

hef + 30 mm hef + 2 x d0

Minimum spacing smin [mm] 40 50 60 70 80 100 125

Minimum edge distance cmin [mm] 40 50 60 70 80 100 125

1) Each of the two given values can be used

Rebar



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Annex B5

Intended use

Minimum working time and curing times Installation tools for drilling with hammer drill (HD) or compressed air drill (CA)

Table B5: Working time twork and minimum curing time tcure

Temperature in the anchorage base [°C]

Maximum working time twork

Minimum curing time tcure

-10 °C Tbase material -5 °C 1)

180 min 12 h

-5 °C Tbase material 0 °C 40 min 4 h

0 °C Tbase material 5 °C 20 min 2 h

5 °C Tbase material 20 °C 8 min 1 h

20 °C Tbase material 30 °C 5 min 30 min

30 °C Tbase material 40 °C 2 min 30 min

Remark 1)

The foil pack temperature must be between 20°C and 25°C

Table B6: Borehole diameter specific installation tools

Elements Drill and clean Installation

HIT-V … HIS-(R)N Rebar Hammer drilling

TE-C, TE-Y Brush Piston plug

[mm] [mm] [mm] d0 [mm] HIT-RB HIT-SZ

8 - 8 10 10 -

10 - 8 / 10 12 12 12

12 8 10 / 12 14 14 14

- - 12 16 16 16

16 10 14 18 18 18

- - 16 20 20 20

- 12 - 22 22 22

20 - - 24 24 24

- - 20 25 25 25

24 16 - 28 28 28

27 - - 30 30 30

- 20 25 32 32 32

30 - 35 35 35

Cleaning alternatives

Manual Cleaning (MC):

Hilti hand pump for blowing out bore holes with diameters d0 ≤ 18 mm and bore hole depth h0 ≤ 10d

Compressed air cleaning (CAC):

Air nozzle with an orifice opening of minimum 3,5 mm in diameter.



Page 12 of 18 | 11 / 03 / 2014


Annex B6

Intended use

Installation instruction I

Installation instruction

Bore hole drilling

Hammer drilling

Drill hole to the required embedment depth with a hammer drill set in rotation-hammer mode using an appropriately sized carbide drill bit.

Bore hole cleaning Just before setting an anchor, the bore hole must be free of dust and debris.

Inadequate borehole cleaning = poor load values.

Manual Cleaning (MC) for bore hole diameters d0 ≤ 18mm and bore hole depth h0 ≤ 10d

The Hilti manual pump may be used for blowing out bore holes up to diameters d0 ≤ 18 mm and embedment depths up to hef ≤ 10d.

Blow out at least 4 times from the back of the bore hole until return air stream is free of noticeable dust

Brush 4 times with the specified brush size (brush Ø ≥ bore hole Ø, see Table B6) by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it.

The brush must produce natural resistance as it enters the bore hole -- if not the brush is too small and must be replaced with the proper brush diameter.

Blow out again with manual pump at least 4 times until return air stream is free of noticeable dust.

Compressed air cleaning (CAC) for all bore hole diameters d0 and all bore hole depth h0

Blow 2 times from the back of the hole (if needed with nozzle extension) over the hole length with oil-free compressed air (min. 6 bar at 6 m³/h) until return air stream is free of noticeable dust.

Bore hole diameter ≥ 32 mm the compressor must supply a minimum air flow of 140 m³/hour.

Brush 2 times with the specified brush size (brush Ø ≥ bore hole Ø, see Table B6) by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it.

The brush must produce natural resistance as it enters the bore hole -- if not the brush is too small and must be replaced with the proper brush diameter.

Blow again with compressed air 2 times until return air stream is free of noticeable dust.



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Annex B7

Intended use

Installation instruction II

Injection preparation

Tightly attach new Hilti mixing nozzle HIT-RE-M to foil pack manifold (snug fit). Do not modify the mixing nozzle. Observe the instruction for use of the dispenser. Check foil pack holder for proper function. Do not use damaged foil packs / holders. Insert foil pack into foil pack holder and put holder into HIT-dispenser.

Discard initial adhesive. The foil pack opens automatically as dispensing is initiated. Depending on the size of the foil pack an initial amount of adhesive has to be discarded. Discarded quantities are 2 strokes for 330 ml foil pack, 3 strokes for 500 ml foil pack.

Inject adhesive from the back of the borehole without forming air voids

Inject the adhesive starting at the back of the hole, slowly withdrawing the mixer with each trigger pull. Fill holes approximately 2/3 full, or as required to ensure that the annular gap between the anchor and the concrete is completely filled with adhesive along the embedment length.

After injection is completed, depressurize the dispenser by pressing the release trigger. This will prevent further adhesive discharge from the mixer.

Overhead installation and/or installation with embedment depth hef > 250 mm. For overhead installation the injection is only possible with the aid of extensions and piston plugs. Assemble HIT-RE-M mixer, extension(s) and appropriately sized piston plug (see Table B6). Insert piston plug to back of the hole and inject adhesive. During injection the piston plug will be naturally extruded out of the bore hole by the adhesive pressure.

Setting the element

Before use, verify that the element is dry and free of oil and other contaminants.

Mark and set element to the required embedment depth until working time twork has elapsed. The working time twork is given in Table B5.

For overhead installation use piston plugs and fix embedded parts with e.g. wedges

Loading the anchor:

After required curing time tcure (see Table B4) the anchor can be loaded.

The applied installation torque shall not exceed the values Tmax given in Tables B2 and B3.



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Annex C1

Performances

Characteristic values of resistance for HIT-V… under tension loads and under shear loads

Table C1: Characteristic values of resistance for HIT-V…under tension loads

HIT-HY 100 with HIT-V… M8 M10 M12 M16 M20 M24 M27 M30

Installation safety factor 2 [-] 1,2

Steel failure

Char. resistance HIT-V-5.8(F) NRk,s [kN] 18 29 42 79 123 177 230 281

Char. resistance HIT-V-8.8(F) NRk,s [kN] 29 46 67 126 196 282 367 449

Char. resistance HIT-V-R NRk,s [kN] 26 41 59 110 172 247 230 281

Char. resistance HIT-V-HCR NRk,s [kN] 29 46 67 126 196 247 321 393

Combined pullout and concrete cone failure

Characteristic bond resistance in non-cracked concrete C20/25

Temp. range I: 40°C/24°C Rk,ucr [N/mm2] 14,0 14,0 14,0 13,0 12,0 11,0 10,0 8,5

Temp. range II: 80°C/50°C Rk,ucr [N/mm2] 12,0 12,0 12,0 12,0 11,0 10,0 9,0 7,0

Increasing factors for Rk c

C30/37 1,04

C40/50 1,07

C50/60 1,09

Splitting failure

Edge distance ccr,sp [mm] for

h / hef ≥ 2,0 1,0 hef

2,0 > h / hef > 1,3 4,6 hef - 1,8 h

h / hef ≤ 1,3 2,26 hef

Spacing scr,sp [mm] 2 x ccr,sp

Table C2: Characteristic values of resistance for HIT-V… under shear loads

HIT-HY100 with HIT-V… M8 M10 M12 M16 M20 M24 M27 M30

Steel failure without lever arm)

Char. Resistance HIT-V 5.8(F) VRk,s [kN] 9 15 21 39 61 88 115 140

Char. Resistance HIT-V 8.8(F) VRk,s [kN] 15 23 34 63 98 141 184 224

Char. Resistance HIT-V R VRk,s [kN] 13 20 30 55 86 124 115 140

Char. Resistance HIT-V HCR VRk,s [kN] 15 23 34 63 98 124 161 196

Steel failure with lever arm

Char. Resistance HIT-V 5.8(F) M0Rk,s [Nm] 19 37 66 167 325 561 832 1125

Char. Resistance HIT-V 8.8(F) M0Rk,s [Nm] 30 60 105 266 519 898 1332 1799

Char. Resistance HIT-V R M0Rk,s [Nm] 26 52 92 233 454 786 832 1124

Char. Resistance HIT-V HCR M0Rk,s [Nm] 30 60 105 266 520 786 1165 1574

Concrete pry-out failure

Factor in equation (5.7) of Technical Report TR 029 for

the design of bonded anchors

k [-] 2,0 (hef ≥ 60mm)

ccr,sp

h/hef

1,3

2,0

1,0 hef 2,26 hef



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Annex C2

Performances

Characteristic values of resistance for rebar bolt under tension loads and under shear loads

Table C3: Characteristic values of resistance for rebar bolt under tension loads

HIT-HY100 with rebar… Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25

Installation safety factor 2 [-] 1,2

Steel failure

Characteristic resistance for rebar BSt 500 S acc. to DIN 488:2009-08

NRk,s [kN] 28 43 62 85 111 173 270



Temp. range I: 40°C/24°C Rk,ucr [N/mm2] 9,5 9,5 9,5 9,5 9,5 9,5 9,5

Temp. range II: 80°C/50°C Rk,ucr [N/mm2] 8,0 8,0 8,0 8,0 8,0 8,0 8,0

Increasing factors for Rk c

C30/37 1,04

C40/50 1,07

C50/60 1,09

Splitting failure)


h / hef ≥ 2,0 1,0 hef

2,0 > h / hef > 1,3 4,6 hef - 1,8 h

h / hef ≤ 1,3 2,26 hef


Table C4: Characteristic values of resistance for rebar bolt under shear loads

HIT-HY100 with rebar… Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25

Steel failure without lever arm


VRk,s [kN] 14 22 31 42 55 86 135

Steel failure with lever arm


M0Rk,s [Nm] 33 65 112 178 265 518 1012


Factor in equation (5.7) of Technical Report TR 029 for

the design of bonded anchors

k [-] 2,0

ccr,sp

h/hef

1,3

2,0

1,0 hef 2,26 hef



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Annex C3

Performances

Characteristic values of resistance for internal sleeve HIS-(R)N

under tension loads and under shear loads

Table C5: Characteristic values of resistance for internal sleeve HIS-(R)N under tension loads

HIT-HY 100 with HIS-(R)N … M8 M10 M12 M16 M20

Installation safety factor in

non-cracked concrete 2 [-] 1,2

Steel failure

Char. resistance HIS-N with screw grade 8.8

NRk,s [kN] 25 46 67 118 109

Char. resistance HIS-RN with screw grade 70

NRk,s [kN] 26 41 59 110 166



Temp. range I: 40°C/24°C NRk,ucr [kN] 35 50 75 95 115

Temp. range II: 80°C/50°C NRk,ucr [kN] 30 50 60 95 95

Increasing factors for NRk,p c

C30/37 1,04

C40/50 1,07

C50/60 1,09

Splitting failure


h / hef ≥ 2,0 1,0 hef

2,0 > h / hef > 1,3 4,6 hef - 1,8 h

h / hef ≤ 1,3 2,26 hef


Table C6: Characteristic values of resistance for internal sleeve HIS-(R)N under shear loads

HIT-HY 100 with HIS-(R)N … M8 M10 M12 M16 M20



VRk,s [kN] 13 23 39 59 55


VRk,s [kN] 13 20 30 55 83



M0Rk,s [Nm] 30 60 105 266 519


M0Rk,s [Nm] 26 52 92 233 454


Factor in equation (5.7) of Technical Report TR 029

k [-] 2,0

ccr,sp

h/hef

1,3

2,0

1,0 hef 2,26 hef



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Annex C4

Performances

Displacements for HIT-V… and for rebar bolt

Table C7: Displacement under tension load in mm/(N/mm²)

HIT-HY 100 with HIT-V-… M8 M10 M12 M16 M20 M24 M27 M30

Non-cracked concrete

Temperature range I: 40°C / 24°C

Displacement N0 [mm/(N/mm²)] 0,06 0,06 0,06 0,07 0,07 0,07 0,08 0,08

Displacement N [mm/(N/mm²)] 0,09 0,09 0,09 0,10 0,10 0,11 0,11 0,12

Temperature range II: 80°C / 50°C

Displacement N0 [mm/(N/mm²)] 0,06 0,06 0,06 0,07 0,07 0,07 0,08 0,08

Displacement N [mm/(N/mm²)] 0,09 0,09 0,09 0,10 0,10 0,11 0,11 0,12

Table C8: Displacement under shear load in mm/(N/mm²)

HIT-HY 100 with HIT-V-… M8 M10 M12 M16 M20 M24 M27 M30

Displacement V0 [mm/kN] 0,06 0,06 0,05 0,04 0,04 0,03 0,03 0,03

Displacement V [mm/kN] 0,09 0,08 0,08 0,06 0,06 0,05 0,05 0,05

Table C9: Displacement under tension load in mm/(N/mm²)

HIT-HY 100 with rebar Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25

Non-cracked concrete


Displacement N0 [mm/(N/mm²)] 0,06 0,06 0,06 0,07 0,07 0,07 0,08

Displacement N [mm/(N/mm²)] 0,09 0,09 0,09 0,10 0,10 0,10 0,11


Displacement N0 [mm/(N/mm²)] 0,06 0,06 0,06 0,07 0,07 0,07 0,08

Displacement N [mm/(N/mm²)] 0,09 0,09 0,09 0,10 0,10 0,10 0,11

Table C10: Displacement under shear load in mm/(N/mm²)

HIT-HY 100 with rebar Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25

Displacement V0 [mm/kN] 0,06 0,05 0,05 0,04 0,04 0,04 0,03

Displacement V [mm/kN] 0,09 0,08 0,07 0,06 0,06 0,05 0,05



Page 18 of 18 | 11 / 03 / 2014


Annex C5

Performances

Displacements for internal sleeve HIS-(R)N

Table C11: Displacement under tension load in mm/kN

HIT-HY 100 with HIS-(R)N M8 M10 M12 M16 M20


Displacement N0 [mm/10kN] 0,03 0,04 0,06 0,12 0,17

Displacement N [mm/10kN] 0,04 0,06 0,09 0,17 0,24


Displacement N0 [mm/10kN] 0,03 0,04 0,06 0,12 0,16

Displacement N [mm/10kN] 0,04 0,06 0,09 0,17 0,24

Table C12: Displacement under shear load in mm/kN

HIT-HY 100 with HIS-(R)N M8 M10 M12 M16 M20

Displacement V0 [mm/kN] 0,10 0,10 0,10 0,10 0,10

Displacement V [mm/kN] 0,15 0,15 0,15 0,15 0,15

Documents

84 avenue Jean Jaurès CHAMPS-SUR-MARNE Fax : … Technical Assessment ETA-14/0009 English translation prepared by CSTB Page 7 of 18 | 11 / 03 / 2014 Injection system Hilti HIT-HY100