A 43 d 31 1283235357063 Peri Cofraj Planseu Skydeck Eng

40
The proven, fast slab formwork made of high-strength aluminium product range 8.10 SKYDECK

description

peri

Transcript of A 43 d 31 1283235357063 Peri Cofraj Planseu Skydeck Eng

Page 1: A 43 d 31 1283235357063 Peri Cofraj Planseu Skydeck Eng

The proven, fast slab formwork made of high-strength aluminium

prod

uct

rang

e 8.

10

SKYDECK

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Important notes:

Our products are to be used in accordance with therelevant national and european safety regulations.

The illustrations in this brochure are photographs ofreal site situations. Safety or formwork anchor detailsare therefore not to be taken as a definitive guide tothe way the equipment is to be used.

Safety precautions and allowable loads are to bestrictly observed. Separate structural calculations arerequired for any deviations from the standard designdata.

The information contained herein is subject to technical change in the interests of progress.

Edition 01/2007

PERI GmbHP. O. Box 12 6489259 WeissenhornTel.: 0 73 09 / 9 50-0Fax: 0 73 09 / 9 [email protected]

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PageContents

The proven aluminiumslab formwork system 2 - 3

The cost-effective slab formworkwith many advantages for the user 4 - 5

Forming with drophead 6 - 7

SKYDECK infills 8 - 9

Detailed solutions with system components 10

Even the logistics have been rationalised 11

Design tables 12-19

Range 20-33

PERI International 36-37

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60 m

m

PERI SKYDECKThe proven aluminium slab formwork systemfor sensationally fast formwork erection

SKYDECK’s main beam reducesthe number of props

You only need 0.29 props per squaremeter of slab. This corresponds to agrid rectangle of 2.30 x 1.50 m (3.45 m2) supported by just oneprop.

Fewer props save time and leavemore space.

Formwork materials can be trans-ported across the site, or building materials such as bricks easily storedbetween these widely spaced propsready for subsequent use.

SKYDECK has a drophead

that allows you to strike after only 1 day (depending on the depth ofthe slab and concrete strength).This allows you to reduce formworkstock levels on site, since the beams and panels are than availablefor the next concreting cycle.Striking after a short time meansstriking and cleaning is also mucheasier, since the panels separatefrom the concrete effortlessly. Thedrophead principle enables you towork more flexibly, for instance bystriking early during poor weather, or when you have labour free.

The large prop spacing of 1.50 x 2.30 mmeans time saving and more space formoving materials.

The panels and coverstrips form the soffitof the concrete.

The cover strips anddropheads remain while the panels and beamsare struck.

Erected

Drophead lowered

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PERI ECCPERI ECC

Die

besondere Pulverbeschichtungvon

PE

RI

Easy Clean Coating

sc

hn

el l e r s a uber

The main beam lies protected under the panels. This reduces cleaning.

The ECC powdercoating preventsconcrete adhering to SKYDECK.

SKYDECK minimises cleaningcosts

The SKYDECK panels and main beams have self-draining edges,and the edges of the panels are undercut. This keeps the side surfaces cleanand reduces cleaning to a minimum.

SKYDECK components are madeof aluminium to make them verylight.

No part weighs more than 15 kg.Thanks to the low individual weightsPERI SKYDECK enables easy and tireless erection and striking.

The SKYDECK main beam with

powder coating and plastic rack is designed to minimise cleaning, andis therefore an important factor inthe speed achieved with this system.

SKYDECK has manageable parts.

The largest part measuresonly 1500 x 750 x 120 mm.

This allows optimumtransport between

the rows of props and through door and

window openings.

Working with SKYDECKmeans easy and tirelesserection and striking thewhole day.

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1,50

m

2,30 m

The outward projecting teeth "catch"the panels. The panels clip in and liesecurely in the rack. The SKYDECKsystem provides working safety during erection.

SKYDECK systematization means you– no longer have to set out props– don't have to determine primary and

secondary beam spacings– do not have to take account of the load capacity

of the formlining

The panels are secured automatically by the lugs onthe main beam.

The main beam is mounted rigidly on the drophead orprophead and cannot tilt.

3.45 m2 are erected with one standard field.Using main beam SLT 225 means only 0.29 props per m2.

The cost-effective slab formworkwith many advantages for the user

SKYDECK forms slab thicknessesof up to 950 mm.

See design tables.

SKYDECK offers a systematic erection sequence and safety features that rule out erection errors.Handling is quickly mastered, evenby personnel unfamiliar with thissystem.

SKYDECK panels positioned from above.

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SKYDECK provides: Benefit to you:

Mounting SKYDECK head

The SKYDECK drophead and prop-head are fitted with the new type ofself-locking coupling. This allowsyou to mount the head without laborious bolting or pinning andwedging. Simply place it and allowit to engage – that’s all there is to it!The head is now securely mounted.

SKYDECK speeds up formwork to reduce your costs.

Removal is simply a matter of releasing the coupling and taking the head off.

Self-locking coupling = time saving.

Works with all standardprops. Diameter of holeø 40 mm.

Main beams that save on props Fewer props

Drophead principle Earlier, easier striking

ECC powder coating Less cleaningself-draining edges, plastic profiles

Individual components made of Easy erection and strikingalum. and weighing less than 15 kg without fatigue

Straight formwork line Simple perimeter adjustment

Structurally optimised system Very accurate surfaces

Systematic erection sequence Operating errors ruled out

New type of self-locking coupling Quick mounting on the propwithout screws or bolts.

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AA

B

B

Typical application with wall return,angled wall junction and column tobe formed.

SKYDECK standard gridpanel with drophead system

Formwork with drophead

Gives you the advantage of rapidconcreting cycles with small stockof equipment.

The drophead principle allows striking after 1 day, depending onslab depth and concrete strength.

Striking is easier, since the panelsrelease from the concrete more readily after a shorter time.

The possibility of striking after ashorter time allows you to work more flexibly (eg during bad weatheror when personnel have free capacity).

The main beam cuts the number ofprops. You only need 1 prop for a2.30 x 1.50 = 3.45 m2 bay. This corresponds to 0.29 props persquare meter of slab.

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0,41

0,41

prophead dropheaddrophead

Only the props withdrophead and cover strip remain after striking.

Cross section A-A

The design principle with the panelslying on top of the main beam makes the wall junction possible asthe main beam can be set back,along the panel.

Longitudinal section B-B

Wall junction with prophead setback. The prophead is held on thebeam automatically.

An important advantage in application:

The extended length of the prop remains the same, irrespective ofwhether you are working with drophead or the prophead drawnback at the wall junction.

Striking with drophead

The drophead is released with ahammer blow, causing all of theformwork to drop 60 mm. Panelsand main beams can then be takenoff. The drophead props with coverstrips remain in the grid rectangle.Props in the edge or infill areas canbe removed. You will therefore onlyneed about 70% extra dropheadprops for your new cycle.

Prophead set backat the wall junction

Drophead

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SLT 225 SLT 225

Infill length L

edgebeam

Transition from standard grid rectangle toinfilling with the end support

SKYDECK infills

Longitudinal infilling

For infilling up to 1.50 m, formworkis simply continued with panels andprophead until the gap left can beclosed with filler timbers.

Infilling lengths:≤ 2.25 m with main beam SLT 150 and appropriate infill≤ 1.50 m with 1 panel 750 mm wide and appropriate infill≤ 750 mm panel with appropriate infillor with infill panel 375 mm wide and appropriate infill(see SKYDECK Poster for detailed infilling)

drophead SFK drophead SFK

end support SSL

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Transverse infilling with 150 x 75 panel, SPH fillertimber and filler plate.

max. 1.50 m

dropheadfillertimber

pri-mary beam

Formwork is taken around columns with a maximum edge length of 1.38 m in this way.When the edge beam SRT-2 75 is being usedthe maximum edge length is 630 mm.

Transverse infilling

Transverse infilling or adaptation forangled walls is carried out in the same way as longitudinal infilling,using panels and prophead until thegap left can be closed with a fillerplate. The panels can be turned inthe other direction to achieve this.

Formwork around a column

With the secondary or edge beam in one direction.

Edge beams turned sidewayscan be used for formworkaround columns.

Transverse infilling with dropheadsystem with 150 x 75 panel, edgebeam and filler

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Detailed solutions with system componentsThe SKYDECK Platform on the edge of the building saves a safety scaffold

Edge of slab with safety handrailsystem

Slab edges are formed with the cantilevered SLT 375 slab edge beam and the SKYDECK Platform.

The SKYDECK platform saves construction time.

Even 1 day after concreting it servesas a safety scaffold for work on thecolumns and breast walls (parapets).

After the simple positioning the platform is immediately fixed againsttipping or moving.

No safetyscaffold necessary

Safety scaffold at the cycle joint

Plan

SKYDECKplatform

SLT 375main beam

SAO tension sleeve

anchor chain andM 12 anchor coupler

Side elevation

handrail posthandrail holder

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Even the logistics have been rationalised

Formwork erection will be even faster if there is order on site andas few crane lifts as possible.

The SKYDECK pallet can be shiftedwith the crane or moved with a pallettruck. The pallet is equally suitablefor forklift trucks when dispatching,or in the builder's yard.

All SKYDECK pallets are hot-dip galvanised and can be stacked.

Pallet lifting truckItem no.: 061510

RP 80 x 120 filled with 25 MULTIPROP Propscorresponding to 86 m2 of formwork surface.

Large SKYDECK pallet with48 panels 150 x 75 = 54 m2

of formwork surface

SKYDECK Pallet SD filled with14 panels 150 x 75 = 15.75 m2 offormwork surface.

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0.14

0.16

0.18

0.20

0.22

0.24

0.26

0.28

0.30

0.35

0.40

0.45

0.48

0.50

0.55

0.60

0.65

0.70

0.75

0.80

0.85

0.90

0.95

5.19

5.71

6.23

6.75

7.27

7.79

8.31

8.83

9.40

10.94

12.47

14.01

14.93

15.54

17.07

18.61

20.14

21.68

23.21

24.74

26.28

27.81

29.35

17.9

19.7

21.5

23.3

25.1

26.9

28.7

30.5

32.4

37.7

43.0

Panel span c1,50 m

withSSk

centresupport

Prop load[kN]

Deflectionline**

Sla

b th

ickn

ess

d [m

]

Load

q* [k

N/m

2 ]

17.8

20.8

23.7

26.6

28.3

withSSk

centresupport

7

7

7

7

7

7

7

7

7

6

6

7

7

6

6

6

withSSk

centresupport

Prop load[kN]

9.0

9.8

10.7

11.6

12.5

13.4

14.3

15.2

16.2

18.9

21.5

24.2

25.7

26.8

29.5

32.1

34.7

37.4

40.0

42.7

19.3

20.8

22.4

24.0

25.6

27.2

28.8

30.4

Deflectionline**

withSSk

centresupport

7

7

7

7

7

7

7

7

7

7

7

7

7

7

7

7

6

6

6

6

7

7

7

7

7

7

7

6

Main beam SLT 225

Panel span c0,75 m

12.1

13.3

14.5

15.7

16.9

18.1

19.3

20.5

21.9

25.4

29.0

32.6

34.7

Panel span c1,50 m

withSSk

centresupport

Prop load[kN]

Deflectionline**

withSSk

centresupport

7

7

7

7

7

7

7

7

7

7

6

6

6

withSSk

centresupport

Prop load[kN]

18.1

19.8

21.6

23.4

25.2

27.0

28.8

30.5

32.3

34.1

Deflectionline**

withSSk

centresupport

7

7

7

7

7

7

7

6

6

6

Main beam SLT 150

Panel span c0,75 m

SKYDECKWith prophead SFK,Main beam SLT 225, SLT 150

When calculating the prop load, the actual extension length may be used.The exact extension length of the prop when using theSKYDECK drophead: clear height minus 0.41 m.From a prop load of over 33.3 kN bolting on the Drophead (2 boltsM12x40 mm Mu DIN 601) can only be omitted when using MULTIPROP props.

* Load to DIN 4421 :

Dead load g = 0.20 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 + 0.9 x p

**Deflection to DIN 18202 assumingperfect levelling.

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SKYDECKWith prophead SSK,Main beam SLT 225, SLT 150

0.14

0.16

0.18

0.20

0.22

0.24

0.26

0.28

0.30

0.35

0.40

0.45

0.50

0.51

0.55

0.60

0.65

0.70

0.75

0.80

0.85

0.90

0.95

5.19

5.71

6.23

6.75

7.27

7.79

8.31

8.83

9.40

10.94

12.47

14.01

15.54

15.85

17.07

18.61

20.14

21.68

23.21

24.74

26.28

27.81

29.35

17.5

19.3

21.0

22.8

24.5

26.3

28.0

29.8

31.7

36.9

42.1

Panel span c1.50 m

withSSk

centresupportS

lab

thic

knes

sd

[m]

Load

q* [k

N/m

2 ]

17.8

20.7

23.6

26.5

29.4

30.0

withSSk

centresupport

7

7

7

7

7

7

7

7

7

6

6

7

7

6

6

6

6

withSSk

centresupport

8.8

9.6

10.5

11.4

12.3

13.1

14.0

14.9

15.9

18.5

21.0

23.6

26.2

26.7

28.8

31.4

34.0

36.6

39.2

41.8

19.2

20.7

22.3

23.9

25.5

27.0

28.6

30.2

withSSk

centresupport

7

7

7

7

7

7

7

7

7

7

7

7

7

7

7

7

6

6

6

6

7

7

7

7

7

7

7

6

Main beam SLT 225

Panel span c0.75 m

11.7

12.8

14.0

15.2

16.4

17.5

18.7

19.9

21.2

24.6

28.1

31.5

35.0

35.7

Panel span c1.50 m

withSSk

centresupport

withSSk

centresupport

7

7

7

7

7

7

7

7

7

7

6

6

6

6

withSSk

centresupport

19.2

20.9

22.7

24.4

26.1

27.8

29.6

31.3

33.0

withSSk

centresupport

7

7

7

7

7

7

6

6

6

Main beam SLT 150

Panel span c0.75 m

When calculating the prop load, the actual extension length may be used.The exact extension length of the prop when using theSKYDECK Prophead: clear height minus 0.33 m.

* Load to DIN 4421 :

Dead load g = 0.20 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 + 0.9 x p

**Deflection to DIN 18202 assumingperfect levelling.

Prop load[kN]

Deflectionline**

Prop load[kN]

Deflectionline**

Prop load[kN]

Deflectionline**

Prop load[kN]

Deflectionline**

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SKYDECKPanel system

Panel system

0.75 m

1.50

mSla

b th

ickn

.d

[m]

UD

Lq*

[kN

/m2 ]

Pro

p lo

ad[k

N]

**D

efle

ctio

nto

DIN

182

02 li

ne

0.14 5.19 5.8 7

0.16 5.71 6.4 7

0.18 6.23 7.0 7

0.20 6.75 7.6 7

0.22 7.27 8.2 7

0.24 7.79 8.8 7

0.26 8.31 9.3 7

0.28 8.83 9.9 7

0.30 9.40 10.6 7

0.35 10.94 12.3 7

0.40 12.47 14.0 6

0.45 14.01 15.8 6

0.48 14.93 16.8 6

0.50 15.54 17.5 6

0.51 15.85 17.8 6

* Load to DIN 4421 :

Dead load g = 0.20 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 + 0.9 x p

**Deflection to DIN 18202 assumingperfect levelling.

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B

L L

B

SKYDECKFiller timbers, striking time guidelines

Slab depth [m]

GT 24

VT 20 K

KH 10/16

2. Permissible span L [m] of the edge main girders

Girdersused

Width of load carried by plywood 400 mm

0.20 0.30 0.40 0.50 0.60 0.70 0.80

3.51 3.15 2.88 2.68 2.52 2.40 2.29

2.85 2.56 2.34 2.18 2.05 1.91 1.67

2.64 2.37 2.17 2.02 1.90 1.81 1.73

0.20 0.30 0.40 0.50 0.60 0.70 0.80

0.24 0.21 0.19 0.18 0.17 0.16 0.15

0.67 0.58 0.54 0.49 0.47 0.43 0.40

0.47 0.44 0.42 0.41 0.40 0.39 0.38

0.90 0.81 0.76 0.72 0.69 0.67 0.64

1. Permissible width B [m] of the plywood filler

Slap depth [m]

3-ply transversely

Spruce, Finply,3-ply longitudinally

Plywoodused

3-ply transversely

Spruce, Finply,3-ply longitudinally

Ca

se

1C

ase

2

Filler timber SPH orEdge beam SRT-2

Case 1 Case 2

Minimum concrete strength and guide values* for striking with drophead system

*Guide values for the strikingtime [days] for panels and beamsat average curing temperature

[°C] of

0.140.160.180.200.220.250.300.35

0.40-0.95

The necessary concrete strength at the time of strikingis important. This can be calculated by suitablemethods.Account must also be taken of DIN 1045, e.g. curing.At least 1.31 cm2/m(Q 131) is necessary as lowerreinforcement. For systems without centre support ofthe main girders.A live load of 100 kg/m2 is to be taken into account forthe early struck slab.*Guide values after Leonhard for Z 35 cement,CEM I 32,5 R.

Sla

b th

ickn

ess

d [m

]

Con

cret

est

reng

thre

quire

df c

k [N

/mm

2 ]

151311987655

5°1086544332

10°654332221

20°543222211

max. 100 mm

CombiheadSCK

Filler timber SPH orEdge beam SRT-2

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All PEP 20 props conform with DIN EN 1065 class D.The perm. load for the entire extension range is min. 20 kN.

All PEP 20 props clamped in the table swivel head or UNIPORTAL head fittedto PERI tableforms have a permissible load of 30 kN over the entire extensionrange.

*Application Inner Tube at bottom only possible with PERI Slab Tables orSKYDECK (Head bolted).

PropsPEP 20

Permissible prop load [kN] according to type inspection

1.60 35.0 35.01.70 35.0 35.01.80 35.0 35.0 35.0 35.01.90 35.0 35.0 35.0 35.02.00 33.5 35.0 35.0 35.0 35.0 35.02.10 31.9 35.0 32.2 35.0 35.0 35.02.20 30.9 35.0 30.5 35.0 35.0 35.02.30 29.8 35.0 29.0 35.0 35.0 35.0 35.0 35.02.40 28.6 35.0 27.8 35.0 35.0 35.0 35.0 35.02.50 27.1 32.9 26.9 35.0 35.0 35.0 35.0 35.02.60 24.8 29.4 26.1 35.0 33.8 35.0 35.0 35.02.70 24.9 31.7 32.4 35.0 35.0 35.02.80 23.3 28.5 31.2 35.0 35.0 35.0 35.0 35.02.90 21.6 25.7 30.2 35.0 35.0 35.0 35.0 35.03.00 20.0 23.2 29.2 35.0 35.0 35.0 35.0 35.03.10 27.5 34.6 33.6 35.0 35.0 35.03.20 25.7 31.5 32.5 35.0 35.0 35.03.30 24.1 28.8 31.2 35.0 35.0 35.03.40 22.4 26.4 29.6 35.0 35.0 35.03.50 20.7 24.1 27.8 33.9 35.0 35.03.60 26.1 31.2 35.0 35.03.70 24.5 28.9 35.0 35.03.80 23.0 26.8 35.0 35.03.90 21.6 24.8 35.0 35.04.00 20.1 22.8 34.2 35.04.10 32.3 35.04.20 30.6 35.04.30 28.9 34.04.40 27.4 31.94.50 26.0 29.94.60 24.6 28.14.70 23.4 26.44.80 22.1 24.94.90 20.9 23.45.00 20.0 21.8

Extend. L = 1.51 - 2.60 m L = 1.71 - 3.00 m L = 1.96 - 3.50 m L = 2.21 - 4.00 m L = 2.71 - 5.00 mlength Outer tube Inner tube Outer tube Inner tube Outer tube Inner tube Outer tube Inner tube Outer tube Inner tube

[m] bottom bottom bottom bottom bottom bottom bottom bottom bottom bottom

PEP 20-300 PEP 20-350 PEP 20-400 PEP 20-500

PEP 20 N 260* PEP 20 N 300* PEP 20 N 350* PEP 20 G 410*

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All PEP 30 props conform with DIN EN 1065 class E.The perm. load for the entire extension range is min. 30 kN.

All PEP 30 props clamped in the table swivel head or UNIPORTAL head fittedto PERI tableforms have a permissible load of 40 kN over the entire extensionrange.

*Application Inner Tube at bottom only possible with PERI Slab Tables orSKYDECK (Head bolted).

PropsPEP 30

Permissible prop load [kN] according to type inspection

1.00 35.0 35.01.10 35.0 35.01.20 35.0 35.01.30 34.9 35.01.40 34.2 35.01.50 33.5 35.0 40.0 40.01.60 40.0 40.01.70 40.0 40.01.80 40.0 40.0 40.0 40.01.90 38.5 40.0 40.0 40.02.00 36.8 40.0 40.0 40.0 40.0 40.02.10 35.3 40.0 40.0 40.0 40.0 40.02.20 34.4 40.0 40.0 40.0 40.0 40.02.30 33.3 40.0 40.0 40.0 40.0 40.0 40.0 40.02.40 32.1 37.6 40.0 40.0 40.0 40.0 40.0 40.02.50 30.1 34.8 39.9 40.0 40.0 40.0 40.0 40.02.60 38.8 40.0 40.0 40.0 40.0 40.02.70 37.4 40.0 40.0 40.0 40.0 40.02.80 35.8 40.0 40.0 40.0 40.0 40.02.90 33.2 37.2 40.0 40.0 40.0 40.03.00 30.4 33.8 40.0 40.0 40.0 40.03.10 40.0 40.0 40.0 40.03.20 37.6 40.0 40.0 40.03.30 35.0 37.6 40.0 40.03.40 32.3 34.6 40.0 40.03.50 30.0 31.6 40.0 40.03.60 40.0 40.03.70 40.0 40.03.80 37.4 40.03.90 34.8 37.04.00 32.2 33.9

PEP 30-150 PEP 30-250 PEP 30-300 PEP 30-350 PEP 30-400

PEP 30 G 300* PEP 30 G 350*Extend. L = 0.96 - 1.50 m L = 1.46 - 2.50 m L = 1.71 - 3.00 m L = 1.96 - 3.50 m L = 2.21 - 4.00 mlength Outer tube Inner tube Outer tube Inner tube Outer tube Inner tube Outer tube Inner tube Outer tube Inner tube

[m] bottom bottom bottom bottom bottom bottom bottom bottom bottom bottom

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18

1.45 73.3 76.21.50 73.3 76.21.60 73.3 76.21.70 73.3 76.21.80 71.7 76.21.90 68.6 76.21.95 67.0 76.2 88.3 87.42.00 65.4 76.2 88.3 87.42.10 63.8 74.6 83.0 87.42.20 62.2 73.0 77.7 87.42.30 61.1 70.5 72.9 86.62.40 60.6 67.0 68.6 85.12.50 60.0 63.6 64.4 83.52.60 61.9 80.7 85.9 71.42.70 59.3 77.8 81.2 71.12.80 57.5 74.9 76.5 70.82.90 55.7 71.9 71.8 70.43.00 54.3 68.3 67.1 70.13.10 52.9 64.6 63.0 69.43.20 51.4 60.0 58.9 68.63.30 49.8 55.4 54.8 67.93.40 46.4 50.3 52.5 66.23.50 42.9 45.1 50.2 64.53.60 47.9 62.83.70 46.0 58.63.80 44.2 54.43.90 42.3 50.24.00 40.4 46.94.10 38.5 43.74.20 36.6 40.44.30 34.8 38.2 56.2 44.64.40 32.9 36.0 54.7 44.64.50 31.1 33.7 53.1 44.64.60 29.3 31.5 50.9 43.84.70 27.4 29.3 48.8 43.04.80 25.6 27.1 46.4 42.14.90 43.8 41.25.00 41.2 40.35.10 38.6 38.85.20 36.1 37.35.30 33.8 35.95.40 31.9 34.55.50 29.9 33.15.60 28.4 31.65.70 26.9 30.15.80 25.5 28.65.90 24.3 27.06.00 23.1 25.46.10 22.0 24.16.20 20.9 22.86.25 20.4 22.1

MP 250 MP 350 MP 480 MP 625l = 1.45 - 2.50 m l = 1.95 - 3.50 m l = 2.60 - 4.80 m l = 4.30 - 6.25 m Extend.

length Outer tube Inner tube Outer tube Inner tube Outer tube Inner tube Outer tube Inner tube[m] at bottom at bottom at bottom at bottom at bottom at bottom at bottom at bottom

MULTIPROPs are classified according to official approval as follows:MP 250 = T 25 MP 480 = D 45MP 350 = R 35 MP 625 = D 60

NB:We recommend using the HD spanner, Item no 022027,to release loads > 60 kN.

All MULTIPROPs clamped in the table swivel head or UNIPORTAL headfitted to PERI tableforms have a permissible load of MP 350 min. 56 kN,MP 480 min. 36 kN over the entire extension range.

Permissible prop load [kN] according to type inspection

PropsMULTIPROP 250, 350, 480, 625

Page 21: A 43 d 31 1283235357063 Peri Cofraj Planseu Skydeck Eng

19

Page 22: A 43 d 31 1283235357063 Peri Cofraj Planseu Skydeck Eng

375

82

1500

750

300 275 175

78

22

300 275 350 400 175

375750

750

375

750

1500

120

9921

27*

5 00

500

500

300200

20

Panel SDP, AluPowder-coated.Formlining: 9mm Finply(100% Fin. birch)SDP 150x75 = 1,13m2 15,50 061000Filler panels:SDP 150x50 = 0,75m2 11,70 061011SDP 150x37,5 = 0,56m2 10,60 061020SDP 75x75 = 0,56m2 8,60 061010SDP 75x50 = 0,37m2 6,37 061013SDP 75x37,5 = 0,28m2 5,04 061030

Cover Strip SALPlastic. For use with drophead.Plywood thickness 21mm.SAL 150 1,55 061026SAL 75 0,77 061027SAL 50 0,55 061024SAL 37,5 0,38 061038

*Plywood thickness 27mmSAL 150/27 1,65 061028SAL 75/27 0,84 061029SAL 37,5/27 0,45 061039

SKYDECK and Accessories

Weight kg Item no.

Page 23: A 43 d 31 1283235357063 Peri Cofraj Planseu Skydeck Eng

150049

2250

161

13

300

82 266

450 750 375 375 750 450 300

610

98

660

745

595

68

43

49

14

1360

1410

1495

1345

43

68

35

300

187 1120 187

161

300 450 375 375 300450

275

70

240

72

120

225

190

240

1 313

24

93*

9893*

1042 1042

21

Main Beam SLTAlu, powder-coated. With rack made ofhighly impact-resistant plastic.SLT 225 Standard beam 15,40 061100SLT 150 For filler areas 10,30 061110SLT 375 For tables and overhangs 25,50 061160

Edge Beam SRT-2, AluPowder-coated. For longitudinal andtransverse filling, for shuttering aroundcolumns. Plywood thickness 21mmSRT-2 75 2,86 061046SRT-2 150 6,16 061045

*Plywood thickness 27mm (yellow)SRT-2 75/27 2,86 061048SRT-2 150/27 6,16 061047

Filler Timber SPHFor longitudinal and transverse filling,individually adaptable.Plywood thickness 21mmSPH 150 4,00 061049SPH 225 6,00 061036

*Plywood thickness 27mmSPH 150/27 3,38 061050SPH 225/27 5,07 061040

3744

Bracket axis 3750

Detail x

Detail x

Detail x

2244

Bracket axis 2250

Detail x

1494

Bracket axis 1500

Weight kg Item no.

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1 00

250

390

550

80

80

258

40

259

8016

050

250

8 0

184

72

62

750

100

720

62

1500

1470

253*

9893*

9 89 3*

22

Grid Beam SRO, Alu* SRO 150 5,96 061041Powder-coated. SRO 75 3,03 061042For use in the grid beam system.Plywood thickness 21mm

* is no longer produced

*Plywood thickness 27mm (yellow)SRO 150/27 6,18 061043SRO 75/27 3,14 061044

Prophead SSK 3,92 061200Powder-coated.With self-locking coupling.Supports panels, main beams, secondarybeams, edge beams and filler timber.

Drophead SFK 6,08 061210Powder-coated.With self-locking coupling.Supports main beams as well ascover strip or formlining. Lowers 60mm.

*Drophead SFK/27 6,07 061035Plywood thickness 27mm (yellow)

Weight kg Item no.

60 L

ower

ing

Page 25: A 43 d 31 1283235357063 Peri Cofraj Planseu Skydeck Eng

149

6370

165

102

8516

0

F

2 70

30

100

DW 15

37

140

245

275

100

1490

202

23

Tension Sleeve SAO 1,00 061310Powder-coated.Locking device to prevent grid beams fromlifting off. For anchoring cantilevers.

Permissible Load (F): 3kN

End Support SSL 2,10 061023Powder-coated.For the transition from beam to panelwithout beam, or edge beam or secondarybeam when filling gap.

Wall Holder SWH-2, Alu 5,56 061051Powder-coated.For anchoring the formwork to thewall horizontally.Attach to every second beam or panel.

Weight kg Item no.

adju

stm

ent

r an g

e 1 0

5 0

Page 26: A 43 d 31 1283235357063 Peri Cofraj Planseu Skydeck Eng

1605

70300

35

120

425

65

1750

1416

112

44

15

425

ø 5

1500

ø 10

305

245 36

8

1 612 5

93 0

5

5 0

250

24

Combi-Head SCK 5,33 061180Powder coated.With self-locking coupling.Supports main beams, panels,edge beams and Filler Timber.

Handrail Holder SGH, Alu 5,03 061250Powder-coated.With quick locking devicefor mounting on the main beam.

Accessorie:Handrail Post SGP 5,82 061260

Handrail Post SGP 5,82 061260Powder-coated.For use with SGH Handrail Holder.Height of handrail above top of panel = 1,40m

Weight kg Item no.

Page 27: A 43 d 31 1283235357063 Peri Cofraj Planseu Skydeck Eng

50

121

43

78

115

80

116

1500

750

98

750

98 750

93*

93*

125

25

Panel Clip SPK, galv. 0,13 061290Fixes panels on main beam.

Panel Wedge Clip SPKK 0,75 061280Powder-coated.

Applications1. Panel joint in middle of 2. Projecting panel Panel/Panel main beam Panel/Panel connection with main beam connection with main beam

Triangular Frame SDR, AluPowder-coated.For non-right angled filler applications.

Plywood thickness 21mmSDR 150x75 8,79 061021SDR 75x75 5,45 061022

*Plywood thickness 27mm (yellow)SDR 150x75/27 7,54 061015SDR 75x75/27 4,68 061016

Shuttering Aid SSH, Alu 2,32 061300Powder-coated.Adjustable in 75mmincrements.

Weight kg Item no.

Side view

min. 2325-max. 3750

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16

2500

14

3900

1224

1040

8 0

1 43 4

3 24 0

2 80 0

90

ø 21ø 13ø 21

40 55 30 25

60

150

65

80

60

40 10

20

130

26

Transportation Fork SKYDECK SUG, galv. 403,00 061520For moving SKYDECK tables with a crane.Comply with the instructions for usegiven on the type plate.

Lifting device to BGR 500 Permissible load: 1000kg

Anchor Chain 3,0kN L = 2,5m 1,37 065073Galvanized.

Permissible Tension Load: 3kN.

Turnbuckle 3,0kN, M12 0,45 065074Galvanized.

Permissible Tension Load: 3kN.

Base Plate for RS 1,86 028100Complete with:Pin ø 16x65/86 and Cotter Pin 4/1 (1x).

Anchor Bolt PERI MMS 20x130 0,33 103606For erecting push-pull props without plugs,tension cables etc.Use drill ø 18mm to DIN 8035

type plate

Weight kg Item no.

SW 30

drill

ing

dept

hm

in 1

40

min. 220

max. 300

Page 29: A 43 d 31 1283235357063 Peri Cofraj Planseu Skydeck Eng

Platform SDBSDB 300 185,00 061062SDB 225 153,00 061061SDB 150 108,00 061060

For work and protective access toDIN 4420. Scaffold width 1,30m.With continuous 39mm thick stagingand folding handrail frame for easytransporting. Platform SDB 225 cantileversby 750mm to the left or right.

Spare Parts:Handrail Frame SDB, galv.Foldable.

SDB 300 33,30 061065SDB 225 25,90 061064SDB 150 18,50 061063

Plywood Planking SDBWith continuous 39mm thick staging.

SDB 300 73,10 061068SDB 225 54,50 061067SDB 150 35,90 061066

Weight kg Item no.

1288

1220

1448

1000

2990

2 24 0

1 49 0

1 00 0

1300

750

1500

225 0

1 50 0

1 50 0

1 50 0

3 00 0

SDB 300

SDB 225

SDB 150

1 50 0

7 50

SDB 225 2 25 0

2250

27

Page 30: A 43 d 31 1283235357063 Peri Cofraj Planseu Skydeck Eng

1630

640

580

760

120

60 60

1720

1970

330

70

85

74

140

23

28

Hex. Bolt M12x140 DIN 6914-10.9 0,14 061230

Accessories:Hex. Nut ISO 4032 M12-8, galv. 0,017 710330Washer ISO 7089-12-200HV, galv. 0,006 780702

Table Connector STV 2,56 061052For connecting SKYDECK tables.Also used for setting props at anylocation at the Main Beams.Complete with:Ring screw M12 DIN 582

Pallet SD 150x75, galv. 77,80 061500For stacking and transportation of14 SKYDECK Panels 150x75.

Lifting device to BGR 500 Permissible load: 1000kg

Max. stacking height: 2Min. length of rope: 3,0m

Weight kg Item no.

SW 22

Important safety note!When stacking light, large surfaceitems outdoors the maximumstacking height must be reduced.

!

Page 31: A 43 d 31 1283235357063 Peri Cofraj Planseu Skydeck Eng

2110

1550

250

2310

12012

019

0

29

Pallet SD 150x225, galv. 83,60 061530For stacking and transportation of48 SKYDECK Panels 150x75.Complete with:5 tension straps

Lifting device to BGR 500 Permissible load: 750kg

Pallet Lifting Trolley 110,00 061510Length of Forks: 1550mmSupport Width of Forks: 520mmLifting Range: 85 to 195mm

Lifting appliance to BGV D8 Permissible load: 2000kg

Weight kg Item no.

Page 32: A 43 d 31 1283235357063 Peri Cofraj Planseu Skydeck Eng

ø 48

1800 750

250

3035

115 0

2360 1100

2

1

9

8

7

6

5

1110

34

30

Stripping Cart ASW 465 363,00 102031Complete with:1 Steel traverse 140/220 ASW (1x) 32,60 102033

consisting of 3 parts2 Folding base unit 160/190 ASW (1x) 18,60 1020253 Vertical frames 70/90 ASW (6x) 4,40 1020354 Vertical frames 70/120 ASW (6x) 4,90 1020345 Entry platforms 190 ASW (2x) 14,80 1020266 Toe-board set 70/190 ASW (1x) 8,00 1020307 Double handrails 190 ASW (4x) 5,30 1020278 Diagonal braces 210 ASW (3x) 2,40 1020289 Horizontal braces 190 ASW (2x) 2,30 10202910 Wind security clip 60 ASW (8x) 0,06 10203711 Ballast 10kg ASW (12x) 10,00 102807

Packed in:Ring pallet USP 104, galvanized 65,60 100678Complete with:Lashing strap 25x5750mm (1x) 0,50 100707Scaffold Tube steel ø 48.3x3.2, L = 1,0m 3,55 026411as Ring extensions (6x)Max. platform height = 4,65mMax. working height = 6,65mPlatform height alterations∆ = 300mm

Ring pallet USP 104, galv.Observe operating instructions!

Lifting device to BGR 500 Permissible load: 1200kg

Stripping Cart, Alu 77,00 035500Platform height: up to 2,00mPermissible load: 100kg/m2

Weight kg Item no.

hand

rail

h eig

h t 9

8 0

p la t

f orm

he i

g ht

2 00 0

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PERI Bio CleanRelease Agent for all types of formwork.- Rapidly biologically degradeable.- Based on mineral oils.- Class 1 on German water pollutant scale. (WGK 1)

Release Agent Bio Clean 20L 0,91/L 031440 Release Agent Bio Clean 208L 0,91/L 031455

For further information see product information PERI Bio Clean.

Consumption:1 litre covers 50 to 90m2 of formwork(depending on formwork surface)

PERI CleanRelease Agent for all types of formwork.Based on mineral oils.Cleans and protects.Can be used down to -15C degree.Class 1 on German water pollutant scale.

Release Agent PERI Clean 20L 0,92/L 031420Release Agent PERI Clean 208L 0,92/L 031435

For further information see product information PERI Clean.

Consumption:1 litre covers 50 to 90m2 of formwork(depending on formwork surface)

Pressure Sprayer 4,44 031520For spraying formwork surfaces evenlywith PERI BIO Clean or PERI Clean.Capacity: 5 litre

Spare Part:Spray Nozzle (0,1F 110) 0,064 031530

Weight kg Item no.

PERI BIO Clean, PERI Clean

Page 34: A 43 d 31 1283235357063 Peri Cofraj Planseu Skydeck Eng

87

15012080

64

150

120

80

10 7564

BA

75

10

64

ø 40

ø 14

100

150

ø12,5

ø42

80 200

500

ø 89

ø 17

ø 17

32

MULTIPROP and Accessories

MULTIPROP MP, AluCan be used individually, as well as incombination with MULTIPROP MRK Framestableforms or shoring towers.

MULTIPROP MP 120 10,40 027288(0,80-1,20m)MULTIPROP MP 250 15,00 027289(1,45-2,50m)MULTIPROP MP 350 18,80 027290(1,95-3,50m)MULTIPROP MP 480 23,80 027291(2,60-4,80m)MULTIPROP MP 625 33,60 027305(4,30–6,25m)

Base MP 50 8,81 027310With quick action clamp coupling.

For mounting propswith 6 to 10mm thickend plates.

Weight kg Item no.

L min. L max. A B

MP 120 800 1200 715 421

MP 250 1450 2500 1365 1071

MP 350 1950 3500 1865 1571

MP 480 2600 4800 2515 2221

MP 625 4300 6250 4211 1975

Section

End Plate

L m

in –

L m

ax

Page 35: A 43 d 31 1283235357063 Peri Cofraj Planseu Skydeck Eng

33

B

100

8B

AD1

6

8410

0

D2

L

ø 14

ø 9

40

100

80

120

A

L

D2

D1

ø 14

ø 9

40

100

80

120

82

Weight kg Item no.

Props PEP 20, galv.

PEP 20-300 L = 1,71-3,00m 15,70 103058PEP 20-350 L = 1,96-3,50m 19,20 103059PEP 20-400 L = 2,21-4,00m 22,70 103060PEP 20-500 L = 2,71-5,00m 30,50 103061

For load capacity refer toPERI Formwork Design Tables.

Props PEP 30, galv.

PEP 30-150 L = 0,96-1,50m 10,40 103066PEP 30-250 L = 1,46-2,50m 15,00 103067PEP 30-300 L = 1,71-3,00m 18,70 103062PEP 30-350 L = 1,96-3,50m 22,70 103063PEP 30-400 L = 2,21-4,00m 27,20 103065

For load capacity refer toPERI Formwork Design Tables.

End Plate

20-300 20-350 20-400 20-500

A 1602 1852 2102 2602

B 143 93 143 143

D1 ø 66.0 ø 71.5 ø 75.5 ø 84.0

D2 ø 54.0 ø 59.5 ø 63.5 ø 72.0

End Plate

30-150 30-250 30-300 30-350 30-400

A 852 1352 1602 1852 2102

B 93 93 143 93 143

D1 ø 66.0 ø 66.0 ø 71.5 ø 75.5 ø 84.0

D2 ø 54.0 ø 54.0 ø 59.5 ø 63.5 ø 72.0

PEP 20, PEP 30 Props

Page 36: A 43 d 31 1283235357063 Peri Cofraj Planseu Skydeck Eng
Page 37: A 43 d 31 1283235357063 Peri Cofraj Planseu Skydeck Eng
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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]

PERIcofragens Lda.Rua Cesário Verde, nº 5 - 3º Esq.Linda-a-Pastora2790-326 QUEIJAS

Tel.: +3 51 /21/ 4 25 38 90Fax: +3 51 /21/ 4 25 39 [email protected]

PERI S.A.Ruta Nacional No. 9, km 47,5(Panamericana Ramal Escobar)(1625) Escobar / Prov. Bs. As.

Tel.: +54 /34 88/ 42 81 00Fax: +54 /34 88/ 42 30 [email protected]

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30

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32

34

38

46

41

22 19

11

5

48

52

42

53

France

Switzerland

Spain

Belgium/Luxemburg

Netherlands

USA

Indonesia

Italy

Japan

United Kingdom/Ireland

Turkey

Hungary

Malaysia

Singapore

Austria

Czech Republic

Denmark

Finland

Norway

Poland

Sweden

Korea

Portugal

Argentina

PERI GmbH

Rudolf-Diesel-Strasse89264 WeissenhornPhone 07309/950-0Telefax 07309/[email protected]

PERI International

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PERI Formas eEscoramentos Ltda.Rodovia Raposo Tavares, km 41Colinas Bandeirante

CEP 067300-000

Vargem Grande PaulistaSão PauloTel.: +55 / 11 / 41 58 81 88Fax: +55 / 11 / 41 58 81 [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 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

Tel.: +386 /2/ 4 21 52 40Fax: +386 /2/ 4 21 52 41

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

Tel.: +421 /2/ 4 92 09-1 11Fax: +421 /2/ 4 92 09-1 [email protected]

TOW PERI Ukraina23, M. Raskowoj Str.02002 Kiev

Tel.: +380 /44/ 5 68 53 57Fax: +380 /44/ 5 68 51 [email protected]

PERI GmbHEgypt Branch Office24 A, Obour Gardens,4th floor, apt. #1Salah Salem Street11361 Heliopolis / Kairo

Tel.: +20 /2/ 4 04 85 24/26Fax: +20 /2/ 4 04 57 [email protected]

PERI - Oplate d.o.o.Jurija Gagarina 8111070 Novi Beograd

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,Lote 4, Bodega AFracc. San Martin Obispo

C.P.54763 Cuautitlán IzcalliEstado de MéxicoTel.: + 52 / 55 / 58 87 72 30Fax: + 52 / 55 / 58 87 71 [email protected]

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

Tel : +3 75 / 1 72 / 84 72 38Fax: +3 75 / 1 72 / 84 72 [email protected]

PERI Oplate i Skele d.o.o.Dolenica 2010 250 Zagreb/Donji Stupnik

Tel : +3 85 /1/ 6 55 36 36 Fax: +3 85 /1/ 6 55 36 [email protected]

PERI GmbHIran Branch OfficeValiasr Ave., No. 1075Flat 904,Tehran / Iran

P.O. Box 15 11 73 49 11Tel : + 98 / 21 / 88 71 27 10Fax: + 98 / 21 / 88 71 27 09

PERI Formwork Systems, Inc.45 Nixon RoadBolton, Ontario

L7E 1K1

Tel.: +1 /9 05/ 9 51 54 00Fax: +1 /9 05/ 9 51 54 [email protected]

PERI GmbHLebanon Representative OfficeAYA Commercial Center, 7th Fl,Dora HighwayP.O box: 90 416-JdeidehBeirut - Lebanon

Tel: + 961 / 1 24 33 65Fax: + 961 / 1 24 33 67Mob: + 961 / 3 73 73 [email protected]@peri.de

PERI UABTitnago st. 192053 Vilnius

Tel.: +370 /5/ 2 31 14 54Fax: +370 /5/ 2 32 19 [email protected]

PERI S.A.Route de Rabat, km. 5Piste de Beni TouzineTanger

Tel.: +212 /39 31 75 48Fax: +212 /39 31 75 [email protected]

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 [email protected]

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

Tel.: +3 59 /2/ 8 14 40 40Fax: +3 59 /2/ 8 14 40 [email protected]

MEST ltd.,Malarhofdi 10110 Reykjavik

Tel.: +354 / 44 00-4 00Fax: +354 / 44 00-4 [email protected]

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

Tel.: +7 /32 72/ 93 00 66Fax: +7 /32 72/ 91 77 [email protected]

OOO PERIUl. Krasnaja Presnja, 24Business-Center“Krasnaja Presnja”, 8. Etage123022 Moskwa

Tel.: +7 / 4 95/ 2 23 88 44Fax: +7/ 4 95/ 2 23 88 [email protected]

PERI Wiehahn (Pty.) Ltd.P.O. Box 2668Bellville 7535

Tel.: +27 /21/ 9 05 18 15Fax: +27 /21/ 9 05 47 [email protected]

PERI Australia Pty. Ltd.116 Glendenning RoadGlendenning NSW 2761

Tel.: +61 /2/ 88 05 23 00Fax: +61 /2/ 96 75 72 [email protected]

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 20 895-8Fax: +30 /210/ 66 28 [email protected]

PERI SIAGranita 261057 Riga

Tel.: +371 / 7 13 41 11Fax: +371 / 7 13 41 [email protected]

PERI (L.L.C.)Brashy Building, Office No. 212Shk. Zayed RoadP.O. Box 27933Dubai

Tel.: +971 /4/ 3 39 44 94Fax: +971 /4/ 3 39 44 [email protected]

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Australia

Estonia

Greece

Latvia

United Arab Emirates

Brazil

Chile

Romania

Slovenia

Slovakia

Ukraine

Egypt

Serbia

Mexico

Azerbaijan

Turkmenistan

Belarus

Croatia

Iran

Canada

Lebanon

Lithuania

Morocco

Israel

Bulgaria

Iceland

Kazakhstan

Russian Federation

South Africa

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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 HOUSING

TRIO 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 for building 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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