PROPS

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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

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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

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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

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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

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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

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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

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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.

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PERI FormworkEngineering Ltd.16 Moshe Dayan st.P.O. Box 10202Kiriat AriePetach Tikva 49002

Tel.: +972 /3/ 9 24 93 32Fax: +972 /3/ 9 24 93 31info@peri-il.comwww.peri-il.com

PERI BULGARIA EOODKv. Vragdebnam. Nova machala Nr. 461839 – Sofia, Bulgarien

Tel.: +3 59 /2/ 8 14 40 40Fax: +3 59 /2/ 8 14 40 50peri.bulgaria@peri.bgwww.peri.bg

MEST ltd.,Malarhofdi 10110 Reykjavik

Tel.: +354 / 44 00-4 00Fax: +354 / 44 00-4 01mest@mest.iswww.mest.is

PERI KazakhstanRubenstein Street 10(corner Dostyk Str.)050010 Almaty

Tel.: +7 /32 72/ 93 00 66Fax: +7 /32 72/ 91 77 59perialmaty@peri.com.trwww.peri.com.tr

OOO PERIUl. Krasnaja Presnja, d. 24Business-Center “KrasnajaPresnja”, 8. Etage123100 Moskwa

Tel.: +7 / 4 95/ 2 23 88 44Fax: +7/ 4 95/ 2 23 88 17moscow@peri.ruwww.peri.ru

PERI spol. s r.o.Pribylinská 10831 04 Bratislava

Tel.: +421 /2/ 4 92 09-1 11Fax: +421 /2/ 4 92 09-1 10info@peri.skwww.peri.sk

PERI Australia Pty. Ltd.116 Glendenning RoadGlendenning NSW 2761

Tel.: +61 /2/ 88 05 23 00Fax: +61 /2/ 96 75 72 77info@periaus.com.auwww.periaus.com.au

PERI ASValdmäe 8Tänassilma Tehnopark76401 Saku vald

HarjumaaTel.: + 3 72 / 6 / 77 11 00Fax: + 3 72 / 6 / 77 11 22peri@peri.eewww.peri.ee

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 416info@perihellas.grwww.perihellas.gr

PERI SIAGranita 261057 Riga

Tel.: +371 / 7 13 41 11Fax: +371 / 7 13 41 15info@peri-latvija.lvwww.peri-latvija.lv

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 -0info@peri.dewww.peri.de

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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