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Slab Props PEP* 10*PEP = PERI-Euro-Prop
The lightweight slab prop with matching accessories
PEP 10_ma 23.10.2006 7:53 Uhr Seite a1
2
The design of the PEP 10 propsfrom PERI follow the Euronorm.
Loading capacityThe PERI PEP 10 props conform to Class A of DIN EN 1065.
DurabilityHot-dip galvanizing of the PEP 10increases durability compared to varnished slab props.
PERI PEP 10 Slab PropsLight in weight for simple erection
PEP 10-250 A, 1.47 m – 2.50 m inlength weighs only 10.5 kg andcarries 25 kN. This makes the workeasy and tireless.
PEP 10_ma 23.10.2006 7:54 Uhr Seite a2
3
2.50 m
1.47 m
1.72 m
1.97 m
2.22 m
3.00 m
3.50 m
4.00 m
PEP 10-250 A
L = 1.47 - 2.50 m
Weight: 10.5 kg
PEP 10-300 A
L = 1.72 - 3.00 m
Weight: 11.8 kg
PEP 10-350 A
L = 1.97 - 3.50 m
Weight: 14.0 kg
PEP 10-400 A
L = 2.22 - 4.00 m
Weight: 15.5 kg
PEP 10_ma 23.10.2006 7:54 Uhr Seite 1
4
PERI PEP 10Perfected details and advantages for easy handling
Low injury riskdue to built in safety clearances.
Stamped measuring scalefor faster adjustment of the proplengths.
Good handlingby ergonomically shaped, seize-proof G hook.
Large adjustment lengthof 12 cm makes repeated hookingunnecessary.
High-quality cast steel nutwith reinforced hammer blow nib in the lowering direction.
12 c
m
Further important details:
Light in weightfor easy handling.
Built-in safety stop preventing the inner tube from sliding out
Accessoriesmatching the prop.
PEP 10_ma 23.10.2006 7:54 Uhr Seite 2
5
Adjusting nut with reinforced hammer blow nib in the loweringdirection.
The shape of the adjusting nut has adistinctive reinforced hammer blowsurface in the lowering direction pro-viding the correct turning direction for releasing the loads.
Reinforced Hammer
blow surface
Lowering with the directionaladjusting nut, easy on the materials.
The tiltable adjusting handlemakes handling of the PERIPEP 10 props easy.
High-quality cast steel nut withdirectional hammer blow nib andtiltable adjusting handle.
PEP 10_ma 23.10.2006 7:54 Uhr Seite 3
6
PERI VT 20K girder
PERI PEP10Accessories for quick and simple erection
Pallet RP 110x125Item no.: 106939
Tripod PEP 10Item no.: 107152
Crosshead PEP 10/VT 20Item no.: 106988
Optimum dimensional stabilityThe highly compressed web boardwith a high synthetic resin contentensures optimum dimensional sta-bility and solidity of the VT girdersduring use.
Long service lifeThe riveted steel cap ensures opti-mum protection against impact andsplitting of the girder ends.It also serves as natural protectionagainst accidental saw damage.
PEP 10_ma 23.10.2006 7:54 Uhr Seite 4
7
For the support of a VT 20as a main girder.
The crosshead PEP 10 / VT 20 is placedon the prop and turned.
The self-locking mechanism automaticallyfastens the crosshead.
For the support of two VT 20 as main girdersand/or for overlapping joints.
PERI Crosshead PEP 10 / VT 20
Light and handy for quick assemblyon the PEP 10 props.
PEP 10_ma 23.10.2006 7:54 Uhr Seite 5
8
0.22 0.24 0.26 0.28 0.30 0.35
7.6 8.1 8.7 9.2 9.8 11.3
0.75 0.625 0.50 0.625 0.50 0.40 0.625 0.50 0.40 0.625 0.50 0.40 0.625 0.50 0.40 0.50 0.40
2.45 2.60 2.80 2.53 2.73 2.94 2.47 2.66 2.86 2.41 2.60 2.80 2.36 2.54 2.74 2.42 2.6111.2 11.9 12.8 12.4 13.3 14.3 12.8 13.8 14.9 13.3 14.3 15.4 13.8 14.9 16.0 16.4 17.72.45 2.60 2.80 2.53 2.73 2.94 2.47 2.66 2.82 2.41 2.60 2.66 2.36 2.50 2.50 2.16 2.1616.8 17.8 19.2 18.5 20.0 21.5 19.2 20.7 22.0 19.9 21.5 22.0 20.7 22.0 22.0 22.0 22.02.41 2.41 2.41 2.25 2.25 2.25 2.12 2.12 2.12 2.00 2.00 2.00 1.88 1.88 1.88 1.62 1.6222.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.01.92 1.92 1.92 1.80 1.80 1.80 1.69 1.69 1.69 1.60 1.60 1.60 1.50 1.50 1.59 1.30 1.3022.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.01.48 1.48 1.48 1.38 1.38 1.38 1.30 1.30 1.30 1.23 1.23 1.23 1.15 1.15 1.15 1.00 1.0022.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.01.13 1.13 1.13 1.05 1.05 1.05 0.99 0.99 0.99 0.93 0.93 0.93 0.88 0.88 0.88 0.76 0.7622.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.00.91 0.91 0.91 0.85 0.85 0.85 0.80 0.80 0.80 0.76 0.76 0.76 0.71 0.71 0.71 0.61 0.6122.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0
Slab thick-ness [m]
Loading q*[kN/m2]
Secondarybeam spacing
a [m]
0.60
0.90
1.20
1.50
1.80
2.10
2.40
0.10 0.12 0.14 0.16 0.18 0.20
4.5 5.0 5.5 6.1 6.6 7.1
0.75 0.625 0.50 0.75 0.625 0.50 0.75 0.625 0.50 0.75 0.625 0.50 0.75 0.625 0.50 0.75 0.625 0.50
3.10 3.30 3.55 2.94 3.13 3.37 2.81 2.99 3.22 2.70 2.87 3.09 2.60 2.77 2.98 2.52 2.68 2.898.4 8.9 9.6 8.9 9.4 10.1 9.3 9.9 10.7 9.8 10.4 11.2 10.3 10.9 11.8 10.7 11.4 12.33.10 3.30 3.55 2.94 3.13 3.37 2.81 2.99 3.22 2.70 2.87 3.09 2.60 2.77 2.98 2.52 2.68 2.8912.6 13.4 14.4 13.3 14.1 15.2 14.0 14.9 16.0 14.7 15.6 16.9 15.4 16.4 17.7 16.1 17.1 18.43.10 3.30 3.55 2.94 3.13 3.37 2.81 2.99 3.22 2.70 2.87 3.03 2.60 2.77 2.79 2.52 2.58 2.5816.8 17.8 19.2 17.7 18.8 20.3 18.7 19.9 21.4 19.6 20.9 20.6 21.8 22.0 21.5 22.0 22.0 22.03.10 3.26 3.26 2.92 2.92 2.92 2.65 2.65 2.65 2.42 2.42 2.42 2.23 2.23 2.23 2.07 2.07 2.0721.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.02.50 2.50 2.50 2.24 2.24 2.24 2.03 2.03 2.03 1.86 1.86 1.86 1.71 1.71 1.71 1.59 1.59 1.5922.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.01.91 1.91 1.91 1.71 1.71 1.71 1.55 1.55 1.55 1.42 1.42 1.42 1.30 1.30 1.30 1.21 1.21 1.2122.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.01.54 1.54 1.54 1.38 1.38 1.38 1.25 1.25 1.25 1.15 1.15 1.15 1.06 1.06 1.06 0.98 0.98 0.9822.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0
Perm
. sp
an
fo
r m
ain
gir
der
Pro
p s
pacin
g c
[m
]
Slab thick-ness [m]
Loading q*[kN/m2]
Secondarybeam spacing
a [m]
MULTIFLEXVT 20K Girders as slab beams
0.60
0.90
1.20
1.50
1.80
2.10
2.40
Pe
rm. sp
an
fo
r m
ain
gir
der
Pro
p s
pacin
g c
[m
]
9
a
b
c
b
a aa
cc
0.40 0.45 0.50
12.9 14.4 16.0
0.50 0.40 0.50 0.40 0.50 0.40
2.32 2.50 2.23 2.40 2.16 2.2917.9 19.3 19.3 20.8 20.7 22.01.90 1.90 1.69 1.69 1.53 1.5322.0 22.0 22.0 22.0 22.0 22.01.42 1.42 1.27 1.27 1.15 1.1522.0 22.0 22.0 22.0 22.0 22.01.14 1.14 1.02 1.02 0.92 0.9222.0 22.0 22.0 22.0 22.0 22.00.87 0.87 0.78 0.78 0.70 0.7022.0 22.0 22.0 22.0 22.0 22.00.67 0.67 0.59 0.59 0.54 0.5422.0 22.0 22.0 22.0 22.0 22.00.54 0.54 0.48 0.48 0.43 0.4322.0 22.0 22.0 22.0 22.0 22.0
Slab thick-ness [m]
Loading q*[kN/m2]
Secondarybeam spacing
a [m]
0.60
0.90
1.20
1.50
1.80
2.10
2.40
* Loading to DIN 4421:
Formwork load g = 0.40 kN/m2
Concrete load b = 26 kN/m3 x d (m)Live load p = 0.20 x b
1.5 p 5.0 kN/m2
Total load q = g + b + p
The deflection has been limited to l/500.Secondary girders assumed single span.
Table values mean the following:
2.25 Perm. main beam spacing b [m]
22.0 Existing prop load [kN]
MULTIFLEXVT 20K Girders as slab beams
Secondary beam spacing
Main beam
spac
ing
Prop spacing
Beam length Item no.
1.45m 0749902.15m 0749052.45m 0749102.65m 0748902.90m 0749203.30m 0749303.60m 0749403.90m 0749504.50m 0749604.90m 0749705.90m 074980
Perm
. sp
an
fo
r m
ain
gir
der
Pro
p s
pacin
g c
[m
]
10
PEP 10-250 A PEP 10-300 A PEP 10-350 A PEP 10-400 A
Extend. L = 1.47 - 2.50 m L = 1.72 - 3.00 m L = 1.97 - 3.50 m L = 2.22 - 4.00 mlength [kN] [kN] [kN] [kN]
[m]
Notice:The permissible values are valid for the applicationof outer tube and/or inner tube at bottom.
Slab propsPEP 10
1.50 25.01.60 25.01.70 25.01.80 23.1 25.01.90 20.8 24.92.00 18.8 22.5 25.02.10 17.0 20.4 23.82.20 15.5 18.6 21.72.30 14.2 17.0 19.8 22.72.40 13.0 15.6 18.2 20.82.50 12.0 14.4 16.8 19.22.60 13.3 15.5 17.82.70 12.3 14.4 16.52.80 11.5 13.4 15.32.90 10.7 12.5 14.33.00 10.0 11.7 13.33.10 10.9 12.53.20 10.3 11.73.30 9.6 11.03.40 9.1 10.43.50 8.6 9.83.60 9.33.70 8.83.80 8.33.90 7.94.00 7.5
Permissible prop load [kN] according to DIN EN 1065
11
12
ø 40
ø 30ø 14
100
97
�12
0
�80
ø 5
2419
1352
180
153
252
PEP 10 A Props and accessories
Slab props PEP 10 A, galv.
PEP 10-250 A L = 1.47-2.50m 10,50 106434PEP 10-300 A L = 1.72-3.00m 11,80 106433PEP 10-350 A L = 1.97-3.50m 14,00 106432PEP 10-400 A L = 2.22-4.00m 15,50 106429
Crosshead PEP 10 / VT 20, galv. 1,50 106989With self-locking mechanism.Providing stable support for singleor twin VT 20K girders.
Tripod PEP 10, galv. 5,40 107152For slab props Ø 44-64mm
Only to be used as an erection device!
Weight kg Item no.
Head plate
Base plate
1 VT 20
2 VT 20
200
24502650
29003300
36003900
45004900
5900
80
27
4040
120
21501450
140 14050
22
13
1320
565 41
095
11451150
975
155
VT 20K GirderWith steel end caps.German ApprovalCertificate No. Z-9.1-216
perm. Q = 11.0kNperm. M = 5.0kNm ly = 4290cm4
Nominal lengths1.45m 8,56 0749902.15m 12,70 0749052.45m 14,46 0749102.65m 15,64 0748902.90m 17,11 0749203.30m 19,47 0749303.60m 21,24 0749403.90m 23,01 0749504.50m 26,55 0749604.90m 28,91 0749705.90m 34,81 074980
VT 20 Special Lengths 5,70/m 0748705.90-18.00m
Cutting Cost VT Girder 074900
Palett RP 110x125, painted 22,50 106939
Lifting device toFollow Instructions VBG 9afor Use! Perm. load: 750kg
Weight kg Item no.
2
3
4
5
6
7
8
9
10
11
12
13
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15
16
17
18
19
20
21
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24
25
PERI S.A.S.Zone Industrielle Nord34-36 rue des Frères Lumière77109 Meaux Cedex
Tel.: +33 /1/ 64 35 24 40Fax: +33 /1/ 64 35 24 [email protected]
PERI AGAspstraße 178472 Ohringen
Tel.: +41 /52/ 3 20 03 03Fax: +41 /52/ 3 35 37 [email protected]
PERI S.A. Sociedad UnipersonalCtra. Paracuellos - Fuente el Saz km. 18,9Camino de Malatones, km. 0,528110 Algete / Madrid
Tel.: + 34 / 91 / 6 20 48 00Fax: + 34 / 91 / 6 20 48 [email protected]
N.V. PERI S.A.IndustrieparkNijverheidsstraat 6 PB 541840 Londerzeel
Tel.: +32 /52/ 31 99 31Fax: +32 /52/ 30 08 [email protected]
PERI B.V.v. Leeuwenhoekweg 23Postbus 3045480 AH-Schijndel
Tel.: +31 /73/ 5 47 91 00Fax: +31 /73/ 5 49 36 [email protected]
PERI Formwork Systems, Inc.7135 Dorsey Run RoadElkridge, MD 21075
Tel.: +1 /4 10/ 7 12-72 25Fax: +1 /4 10/ 7 12-70 [email protected]
PT Beton Perkasa WijaksanaP.O. Box 3737Jakarta 10210
Tel.: +62 /21/ 5 71 26 44Fax: +62 /21/ 5 73 85 [email protected]
PERI S.p.A.Via G. Pascoli, 420060 Basiano (MI)
Tel.: +39 /02/ 9 50 78-1>Fax: +39 /02/ 95 76 19 [email protected]
PERI Japan K.K.7F 314 Hakozaki Building,31-4 Hakozaki-cho,Nihonbashi Chuo-kuTokyo 103-0015
Tel.: +81 / 3 / 56 42 / 61 00Fax: +81 / 3 / 56 42 / [email protected]
PERI Ltd.Market Harborough RoadClifton upon DunsmoreRugby, CV23 0AN
Tel.: +44 /17 88/ 86 16 00Fax: +44 /17 88/ 86 16 [email protected]
PERI Kalıp ve İskeleleriSan. Tic. Ltd. Sti.Çakmaklı Köyü KarşısıSanbir Bl. 4.Bölge 9.Cadde No: 133Büyükçekmece / IstanbulTel.: +90 /2 12/ 8 86 74 01(02)-(09)Fax: +90 /2 12/ 8 86 74 [email protected]
PERI Kft.Zádor u. 4.1181 Budapest
Tel.: +36 /1/ 2 960 960Fax: +36 /1/ 2 960 [email protected]
PERI Formwork MalaysiaSdn. Bhd.Unit 19-04-7, Level 7PNB Damansara19 Lorong DungunDamansara Heights50490 Kuala Lumpur
Tel.: + 60 / 3 / 20 93 68 23Fax: + 60 / 3 / 20 92 58 [email protected]
PERI-HORY ASIAFormwork Pte. Ltd.No. 1 Sims Lane # 06-10Singapore 387355
Tel.: +65 / 67 44 29 89Fax: +65 / 67 44 36 [email protected]
PERI Ges.mbHIndustriegelände 152Postfach 13131 Getzersdorf
Tel.: +43 /27 83/ 41 19Fax: +43 /27 83/ 41 [email protected]
PERI spol. s r.o.P.O. Box 3252 42 Jesenice / Prahy
Tel.: +420 /241 090 311Fax: +420 /241 090 [email protected]
PERI DANMARK A/Sforskalling og stilladsGreve Main 262670 Greve
Tel.: +45 /43/ 45 36 27Fax: +45 /43/ 45 36 [email protected]
PERI Suomi Ltd OyHakakalliontie 505460 HYVINKÄÄ
Tel.: +358 /19/ 26 64 600Fax: +358 /19/ 26 64 666www.perisuomi.fi
PERI NORGE ASIndustrigata 113400 Lier
Tel.: +47 /32/ 24 17 00Fax: +47 /32/ 24 17 [email protected]
PERI Polska Sp. z o.o.ul. Stołeczna 6205-860 Płochocin
Tel.: +48 /22/ 72 17 400Fax: +48 /22/ 72 17 [email protected]
PERIform SVERIGE ABMontörgatan 4-6Box 907330013 Halmstad
Tel.: +46 /35/ 17 46 60Fax: +46 /35/ 17 46 [email protected]
PERI (Korea) Ltd.9thFl., Yuseong Bldg.830-67 Yeoksam-dong,Kangnam-ku,Seoul 135-080
Tel.: +82 /2/ 5 50 22 00Fax: +82 /2/ 5 57 53 [email protected]
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Tel.: +3 51 /21/ 4 25 38 90Fax: +3 51 /21/ 4 25 39 [email protected]
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Tel.: +54 /34 88/ 42 81 00Fax: +54 /34 88/ 42 30 [email protected]
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France
Switzerland
Spain
Belgium/Luxemburg
Netherlands
USA
Indonesia
Italy
Japan
United Kingdom/Ireland
Turkey
Hungary
Malaysia
Singapore
Austria
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Denmark
Finland
Norway
Poland
Sweden
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Portugal
Argentina
PERI GmbH
Rudolf-Diesel-Strasse89264 WeissenhornPhone 07309/950-0Telefax 07309/[email protected]
PERI International
36
45
3841
7
26
2527
14
15
23
8
10
28
32
48
37
40
46
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51 52
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PERI Formas eEscoramentos Ltda.Passagem Abaré, 1.50206300-000 Carapicuíba
São PauloTel.: +55 /11/ 41 86 10 41Fax: +55 /11/ 41 86 10 [email protected]
PERI Chile Ltda.C /José de San Martin 104Parque Industrial Los LibertadoresColina, Santiago de Chile
Tel.: +56 /2/ 4 44 60 00Fax: +56 /2/ 4 44 60 [email protected]
PERI GmbH4-B Sycamore Center,Alabang-Zapote RoadCorner Buencamino Street,Alabang MuntinlupaMetro Manila
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PERI România SRLCalea Bucureşti nr. 2B077015 Baloteşti - ILFOV
Tel.: +40 /21/ 3 51 19 73 (75)Fax: +40 /21/ 3 51 19 [email protected]
Goran Opaliã s. p.technologije in storitveObrežna 1372000 Maribor
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Tel.: +27 /21/ 9 05 18 15Fax: +27 /21/ 9 05 47 [email protected]
TOW PERI Ukraina23, M. Raskowoj Str.02002 Kiev
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PERI GmbHEgypt Branch Office24 A, Obour Gardens,4th floor, apt. #1Salah Salem Street11361 Heliopolis / Kairo
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Tel.: +3 81/ 11/ 2 15 31-48 /-49Fax: +3 81/ 11 / 3 18 59 [email protected]
PERI Cimbras y Andamios,S.A. de C.V.Cerrada de Tejocotes, Lote4, Bodega AFracc. San Martin Obispo
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PERI BAKUBaku Branch OfficeMehdi Hüseyn 71/9Baku / AserbaidschanTel : + 994 12 97 64 24Fax : + 994 12 92 45 [email protected]
PERI Kal�p ve İskeleleriAşgabat Branch OfficeOguzhan Köçesi No: 112 Kat:3AşgabatTel : +993 12 45 66-83/84Fax : +993 12 45 23 [email protected]
PERI GmbHGikalostr. 3Büro 413220000 Minsk / Belarus
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PERI Oplate i Skele d.o.o.Dolenica 2010 250 Zagreb/Donji Stupnik
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Tel.: +971 /4/ 3 39 44 94Fax: +971 /4/ 3 39 44 [email protected]
PERI Formwork Systems, Inc.45 Nixon RoadBolton, Ontario
L7E 1K1
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PERI GmbHLebanon Representative OfficeAYA Commercial Center, 7th Fl,Dora HighwayP.O box: 90 416-JdeidehBeirut - Lebanon
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OOO PERIUl. Krasnaja Presnja, d. 24Business-Center “KrasnajaPresnja”, 8. Etage123100 Moskwa
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PERI ASValdmäe 8Tänassilma Tehnopark76401 Saku vald
HarjumaaTel.: + 3 72 / 6 / 77 11 00Fax: + 3 72 / 6 / 77 11 [email protected]
PERI Hellas Ltd.Sokratous Str.5th kil. Koropi-Varis Ave.P. O. Box 407194 00 Koropi
Tel.: +30 /210/ 66 20 895-8 Fax:+30 /210/ 66 28 [email protected]
PERI SIAGranita 261057 Riga
Tel.: +371 / 7 13 41 11Fax: +371 / 7 13 41 [email protected]
Slovakia
Australia
Estonia
Greece
Latvia
Brazil
Chile
Philippines
Romania
Slovenia
South Africa
Ukraine
Egypt
Serbia/Montenegro
Mexico
Azerbaijan
Turkmenistan
Belarus
Croatia
Iran
United Arab Emirates
Canada
Lebanon
Lithuania
Morocco
Israel
Bulgaria
Iceland
Kazakhstan
Russian Federation
PERI GmbHP.O. Box 12 6489259 WeissenhornTel.: 0 73 09 / 9 50 -0Fax: 0 73 09 / 9 51 [email protected]
The PERI RangePanel Formwork
TRIO,TRIO-L,TRIO 330Versatile panel systemTRIO-H
REPLIABLE
DOMINOLight weight panel systemHANDSETThe "one man" panel system
Girder Wall Formwork
VARIO GT 24Wall, column formwork
RUNDFLEX and GRVCircular formwork
FTFFacade formwork
Shoring Systems
ST 100Stacking towerHD 200Heavy duty propPERI MULTIPROPThe Alu propPERI PEP PropPEP = PERI EURO-PROP
Climbing Formwork
KG and CBClimbing systems
ACSSelf climbing formwork
SKS and SSCSingle sided climbing form-work
Scaffolding
UP T 70 / T 100Frame scaffolding
UP RosettModular scaffolding
UP RosettShoring
Column Formwork
RAPIDAlu column formworkTRIOColumn formworkQUATTROThe fast column formworkPERI SRSCircular column formwork
Girder Slab Formwork
MULTIFLEXGirder slab formwork
UNIPORTAL / Table ModulesTable form
PD 81 system for 3 applications
Platform Systems
Folding Platform FB 180Universal working and protective scaffold to DIN 4420
ASG 160The light platform system forbuilding trades
Alu-Slab Formwork
PERI SKYDECKAlu slab formwork system
Further Systems
Software for formwork and scaffolding planning
PlywoodSite equipmentBrace framesFormwork accessoriesCustom forms
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