skydeck the proven, fast slab formwork made of high...

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

Edition 03/2010

Important Notes:

Without exception, all current safety regulations must be observed in those countries where our products are used.

The illustrations in this brochure are photographs of particular situations on a construction site. Safety or formwork anchor details are therefore not to be taken as a definitive guide to the way the equipment is to be used.

Safety instructions and load specifications are to be strictly observed at all times. Separate structural calculations are required for any deviations from the standard design data.

The information contained herein is subject to technical changes in the interests of progress. Errors and typographical mistakes reserved.

PERI GmbHFormwork Scaffolding EngineeringP.O. Box 126489259 WeissenhornGermanyTel +49 (0)7309.950-0Fax +49 (0)[email protected]

1

Content

SKYDECK 2 The proven aluminium slab formwork system

for sensationally fast formwork erection

4 The cost-effective slab formwork with numerous advantages for the user

6 Formwork with drophead

8 Longitudinal and transverse infilling, forming around columns

10 The SKYDECK platform on the edge of the building saves using a safety scaffold

11 Optimized logistics

12 Design charts

20 Components

32 PERI International

2

60 m

m

With the main beam, only one prop is required for an area of 3.45 m². This allows more room for horizontally moving formwork equipment or storing construction materials.

The panels and cover strips form the soffit of the concrete.

The cover strips and dropheads remain in posi-tion. While the panels and beams are struck.

Shuttered Drophead lowered

The SKYDECK system features a drophead.

Striking can therefore be carried out af-ter only one day (depending on the slab thickness and strength of concrete). Fot the contractor, this means less on-site formwork materials as beams and panels have been freed up for the next con-creting cycle.

Striking after a short time means that striking and cleaning is also much easier because the panels separate from the concrete effortlessly. The drophead prin-ciple enables you to work more flexibly. For instance, early striking during poor weather or if personnel are available.

SKYDECKThe proven aluminium slab formwork system for sensationally fast formwork erection

3

SKYDECK minimises cleaning costs.

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

SKYDECK’s main beam reduces the number of props

Thus, only 0.29 props per square metre of slab are needed. This corresponds to an area of 2.30 x 1.50 m (3.45 m²) sup-ported by just one prop.

Fewer props save time and leave more space.The horizontal transport of formwork materials or storing of construction ma-terials (e.g. bricks) is problem-free with these large prop spacings.

SKYDECK components are made of aluminium to make them very light.

No part weighs more than 15 kg. Thanks to the low individual weights, PERI SKYDECK allows easy and tireless shuttering and striking.

SKYDECK has small and manageable parts.The largest element measures only 150 x 75 x 12 cm. This allows optimum horizontal transport between the rows of props and through door openings.

The SKYDECK main beam with powder coating and plastic rack has been de-signed to ensure that only a minimum of cleaning is required.

A substantial factor for the favourable shuttering times of the SKYDECK.

Working with SKYDECK means easy and tireless shuttering and striking.

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

4

1.50

m

2.30 m

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

The main beam is mounted firmly on the drophead or prophead and cannot tilt.

Standard area of 3.45 m². Thanks to the main beam SLT 225, this means only 0.29 props per m².

SKYDECK forms slab thicknesses of up to 95 cm.(See design tables)

SKYDECK offers a systematic erec-tion sequence and safety features that rule out erection errors.

The outward projecting teeth “catch” the panels. The panels clip in and lie securely in the rack. The SKYDECK system provides a high level of safety during erection.

That rule out erection errors. Handling is quickly mastered, even by person-nel unfamiliar with this system.

SKYDECK panels shut-tered from above.

SKYDECKThe cost-effective slab formwork with numerous advantages for the user

SKYDECK systematization means:

■ props do not have to be set out■ primary and secondary beam spac-

ings do not have to be determined■ the load capacity of the formlining

does not have to be taken into account

5

SKYDECK provides: Benefit to you:

Extremely fast head installation.

The SKYDECK drophead and prophead are equipped with self-locking cou-plings.

This means:The head can be fitted without any time-consuming bolting, pinning or wedging.Simply place it and allow it to engage – that’s all there is to it! The head is now securely mounted.Removal is simply a matter of releasing the coupling and taking the head off.

Thus, changing the slab props can be carried out quickly and efficiently for all slab heights.

Main beams that reduce the number of props required

Drophead principle

ECC powder coating, self-draining edges, plastic profiles

Individual components made of aluminium and weighing less than 15 kg

Straight formwork line

Structurally-optimized system

Systematic erection sequence

Self-locking coupling

Less props

Earlier and easier striking

Less cleaning

Easy and tireless shuttering and and striking

Simple edge adjustment

Very accurate surfaces

Operating errors ruled out

Quick mounting on the prop without screws or bolts

Fits all standard slab props. Hole diameter Ø 40 mm.

Prophead Drophead

Self-locking coupling = time-savings

6

SKYDECKFormwork with drophead

Only the props with drophead and cover strip remain after striking.

SKYDECK standard grid panel with droph-ead system.

Forming with the SKYDECK droph-ead means fast concreting cycles with small quantities of on-site material requirements.

The drophead principle allows striking after only 1 day, depending on slab depth and concrete strength.

Striking is easier because the panels can be released from the concrete more easily after a short time.

The possibility of striking after a short time allows work to be carried out more flexibly (e.g. during bad weather or when personnel have free capacity).

The main beam cuts the number of props required. For an area of 2.30 x 1.50 = 3.45 m², only 1 prop is needed. This corresponds to 0.29 props per square metre of slab.

Striking with drophead.

The drophead is released with a hammer blow causing all of the formwork to lower by 6 cm.

Panels and main beams can then be re-moved. The drophead props together with cover strips remain in position.

Props on the edge or infill areas can be dismantled. For the new cycle, only around 70 % extra drophead props are required.

7

AA

B

0.41

0.41

B

Prophead

Drophead

Drophead

An important advantage in application:

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

Prophead set back at the wall junction.Drophead

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

Cross-section A-A

The design principle with the panels lying on top of the main beam makes the wall junction with the main beam set back possible.

Longitudinal section B-B

Wall junction with prophead set back. The beam is securely mounted on the prophead.

8

SKYDECKLongitudinal and transverse infilling, forming around columns

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

Transverse infilling

Transverse infilling or adaptation for angled walls is carried out in the same way as longitudinal infilling, using pan-els and prophead until the gap left can be closed with a filler plate. The panels can be turned in the other direction to achieve this.

Transition from standard grid rectangle to infilling with the end support.

Longitudinal infilling

For infilling up to 1.50 m, the formwork is simply continued with panels and prop-head until the gap left can be closed with filler timbers.

Infilling lengths L:≤ 2.25 m with main beam SLT 150 and appropriate infill ≤ 1.50 m with 1 panel 75 cm wide and appropriate infill ≤ 0.75 m panel with appropriate infill or with infill panel 37.5 cm wide and appropriate infill (see SKYDECK poster or SKYDECK assembly instructions for detailled infilling).

9

SLT 225

max. 1.50 m

Drophead

Filler timber

Primary beam

Formwork is taken around columns with a maxi-mum edge length of 1.38 m in this way. If the edge beam is used, the maximum edge length is 63 cm.

Transverse infilling with drop-head system with 150 x 75 panel, edge beam and filler.

Edge beam Drophead SFK Drophead SFK

End Support SSL

Transverse infilling with drophead system with 150 x 75 panel, edge beam and filler.

Infill length L

Formwork around columns.

With SKYDECK edge beam SRT 150 or SRT 75.

When using the edge beams longitudinally and laterally, these must be installed in a turned position.

Depending on the situation, the SKYDECK edge beam is used only longitudinally, or longitudinally and laterally.

10

geprüfteSicherheit

BG-PRÜFZERT

Bau98051

Slab edge with guardrails.

Slab edges are formed with the canti-levered SLT 375 slab edge beam and the SKYDECK Platform.

The SKYDECK platform saves con-struction time.

Even one day after concreting the slab, it serves as a safety scaffold for work on the columns and parapets.

After the simple positioning, the platform is immediately secured against tipping or moving.

No safety scaffold necessary

Safety at a cycle joint with the SKYDECK guardrail holder SGH

Ground plan:

SKYDECK platform

SLT 375 main beamSAO tension sleeve

Anchor chain and M12 anchor coupler

View:

Guardrail holder SGH

SKYDECKThe SKYDECK platform on the edge of the building saves using a safety scaffold

Guardrail Post SGP

The GS-approved SKYDECK SDB platform is mounted complete with guardrail.

11

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

The SKYDECK pallet can be shifted with the crane or moved with a pallet truck. The pallet is equally suitable for forklift trucks when dispatching or in the yard.

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

The larger Pallet SD filled with 48 panels 150 x 75 = 54 m2.

SKYDECK Pallet SD filled with 14 panels 150 x 75. The pallet lifting truck is used for moving operations.

Optimized logistics

RP 80 x 120 filled with 25 MULTIPROP props.

12

0.14 5.19 17.9 7 9.0 7 12.1 7

0.16 5.71 19.7 7 9.8 7 13.3 7

0.18 6.23 21.5 7 10.7 7 14.5 7

0.20 6.75 23.3 7 11.6 7 15.7 7

0.22 7.27 25.1 7 12.5 7 16.9 7

0.24 7.79 26.9 7 13.4 7 18.1 7

0.26 8.31 28.7 7 14.3 7 19.3 7

0.28 8.83 30.5 7 15.2 7 20.5 7

0.30 9.40 32.4 17.8 7 7 16.2 7 21.9 7

0.35 10.94 37.7 20.8 6 7 18.9 7 25.4 7

0.40 12.47 43.0 23.7 6 6 21.5 7 29.0 6

0.45 14.01 26.6 6 24.2 7 32.6 6

0.48 14.93 28.3 6 25.7 7 34.7 6

0.50 15.54 26.8 7 18.1 7

0.55 17.07 29.5 7 19.8 7

0.60 18.61 32.1 19.3 7 7 21.6 7

0.65 20.14 34.7 20.8 6 7 23.4 7

0.70 21.68 37.4 22.4 6 7 25.2 7

0.75 23.21 40.0 24.0 6 7 27.0 7

0.80 24.74 42.7 25.6 6 7 28.8 7

0.85 26.28 27.2 7 30.5 6

0.90 27.81 28.8 7 32.3 6

0.95 29.35 30.4 6 34.1 6

SKYDECKWith Drophead SFK

When calculating the prop load, the actual extension length may be used. The exact extension length of the prop when using the SKYDECK Drophead is: actual height minus 0.41 m.With a prop load of over 33.3 kN, bolting on the Drophead (2 bolts M12 x 40 mm Mu DIN 601) can only be omitted when using MULTIPROP props.

Deflection according to DIN 18202, assuming perfect levelling.

g = 0.20 kN/m2

b = 26 kN/m3 x d (m)

p = 0.20 x b 1.5 ≤ p ≤ 5.0 kN/m2

q = g + b + 0.9 x p

Dead load

*Load according to DIN 4421:

Concrete load

Live load

Total load

**

Main Beam SLT 225 Main Beam SLT 150

Panel Span c 1.50 m

Panel Span c 0.75 m

Panel Span c 1.50 m

Panel Span c 0.75 m

Prop Load [kN]

Deflection Line**

Prop Load [kN]

Deflection Line**

Prop Load [kN]

Deflection Line**

Prop Load [kN]

Deflection Line**

with centre

support SSK

with centre

support SSK

with centre

support SSK

with centre

support SSK

with centre

support SSK

with centre

support SSK

with centre

support SSK

with centre

support SSK

Sla

b Th

ickn

ess

d

[m]

Load

q*

[kN

/m²]

13

0.14 5.19 17.5 7 8.8 7 11.7 7

0.16 5.71 19.3 7 9.6 7 12.8 7

0.18 6.23 21.0 7 10.5 7 14.0 7

0.20 6.75 22.8 7 11.4 7 15.2 7

0.22 7.27 24.5 7 12.3 7 16.4 7

0.24 7.79 26.3 7 13.1 7 17.5 7

0.26 8.31 28.0 7 14.0 7 18.7 7

0.28 8.83 29.8 7 14.9 7 19.9 7

0.30 9.40 31.7 17.8 7 7 15.9 7 21.2 7

0.35 10.94 36.9 20.7 6 7 18.5 7 24.6 7

0.40 12.47 42.1 23.6 6 6 21.0 7 28.1 6

0.45 14.01 26.5 6 23.6 7 31.5 6

0.50 15.54 29.4 6 26.2 7 35.0 6

0.51 15.85 30.0 6 26.7 7 35.7 6

0.55 17.07 28.8 7 19.2 7

0.60 18.61 31.4 19.2 7 7 20.9 7

0.65 20.14 34.0 20.7 6 7 22.7 7

0.70 21.68 36.6 22.3 6 7 24.4 7

0.75 23.21 39.2 23.9 6 7 26.1 7

0.80 24.74 41.8 25.5 6 7 27.8 7

0.85 26.28 27.0 7 29.6 6

0.90 27.81 28.6 7 31.3 6

0.95 29.35 30.2 6 33.0 6

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

With Prophead SSK

Deflection according to DIN 18202, assuming perfect levelling.

g = 0.20 kN/m2

b = 26 kN/m3 x d (m)

p = 0.20 x b 1.5 ≤ p ≤ 5.0 kN/m2

q = g + b + 0.9 x p

Dead load


Concrete load

Live load

Total load

**

Main Beam SLT 225 Main Beam SLT 150

Panel Span c 1.50 m

Panel Span c 0.75 m

Panel Span c 1.50 m

Panel Span c 0.75 m

Prop Load [kN]

Deflection Line**

Prop Load [kN]

Deflection Line**

Prop Load [kN]

Deflection Line**

Prop Load [kN]

Deflection Line**

with centre

support SSK

with centre

support SSK

with centre

support SSK

with centre

support SSK

with centre

support SSK

with centre

support SSK

with centre

support SSK

with centre

support SSK

Sla

b Th

ickn

ess

d

[m]

Load

q*

[kN

/m²]

14

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

5° 10° 20°

0.14 15 10 6 5

0.16 13 8 5 4

0.18 11 6 4 3

0.20 9 5 3 2

0.22 8 4 3 2

0.25 7 4 2 2

0.30 6 3 2 2

0.35 5 3 2 1

0.40 – 0.95 5 2 1 1

SKYDECKPanel System, Striking Time Guidelines

Panel System

75

150

Striking Time Guidelines* [Days] for Drophead System.

The necessary concrete strength at the time of striking is decisive. This is to be calculated by suitable methods.Account must also be taken of DIN 1045, e.g. curing.At least 1.31 cm²/m (Q 131) is neces-sary for the bottom reinforcement layer.For systems without centre support of the main beams.A live load of 1 kN/m² is taken into ac-count for the early struck slab.* Guide values according to Leonhard

for cement Z 35, CEM I 32.5 R.

Slab Thickness d [m]

Load q* [kN/m²]

Prop Load [kN]

** Tolerances to DIN 18202, Line

** Tolerances to DIN 18202. Assuming perfect levelling.

g = 0.20 kN/m2

b = 26 kN/m3 x d (m)

p = 0.20 x b 1.5 ≤ p ≤ 5.0 kN/m2

q = g + b + 0.9 x p

Dead load


Concrete load

Live load

Total load


Required Con-crete Strength

f ck [N/mm²]

*Guide values for striking time [days] for Panels and Main Beams at average curing temperature

[°C] of

15

0.20 0.30 0.40 0.50 0.60 0.70 0.80

GT 24 3.51 3.15 2.88 2.68 2.52 2.40 2.29

VT 20 2.85 2.56 2.34 2.18 2.05 1.91 1.67

KH 10/16 2.64 2.37 2.17 2.02 1.90 1.81 1.73

Fin-Ply 21 mmSpruce 21 mmBeto 21 mm

Fin-Ply 21 mmSpruce 21 mmBeto 21 mm

0.14 0.77 0.85

0.16 0.75 0.82

0.18 0.72 0.80

0.20 0.70 0.78

0.22 0.69 0.76

0.24 0.67 0.75

0.26 0.66 0.73

0.28 0.64 0.72

0.30 0.63 0.71

0.35 0.61 0.69

0.40 0.59 0.67

0.45 0.57 0.65

0.50 0.56 0.64

0.51 0.55 0.63

0.55 0.53 0.62

0.60 0.51 0.60

0.65 0.50 0.59

0.70 0.49 0.58

0.75 0.48 0.57

0.80 0.47 0.56

0.85 0.46 0.55

0.90 0.45 0.54

0.95 0.44 0.53

SRT-2 SPH SRT-2 SPH

0.14 1.08 0.38

0.16 0.95 0.33

0.18 0.85 0.30

0.20 0.77 0.27

0.22 0.70 0.25

0.24 0.64 0.23

0.26 0.60 0.21

0.28 0.55 0.19

0.30 0.52 0.18

0.35 0.45 0.16

0.40 0.39 0.14 1.71 0.51

0.45 0.35 0.12 1.52 0.46

0.48 0.33 0.11 1.43 0.43

0.50 0.31 0.11 1.37 0.41

0.55 1.25 0.37

0.60 1.15 0.34

0.65 1.06 0.32

0.70 0.98 0.30

0.75 0.92 0.28

0.80 0.86 0.26

0.85 0.81 0.24

0.90 0.77 0.23

0.95 0.73 0.22

Perm. Span L [m] of the Edge Main Girders

Width of influence for 40 cm plywood

L L

Fillers, forming around columns

Girders usedSlab Thickness [m]

Case 1


Case 2 Panel 150


Panel 75

Perm. width of influence EB [m] when forming around columnsPerm. Width B [m] of the Filler

Filler Timber SPH or Edge Beam SRT-2

Filler Timber SPH or Edge Beam SRT-2

Combihead SCK

max. 100 mmB

B

Case 1 Case 2 EB

Pan

el 1

50 o

r 75

Note:Deflection single span beam B/300.

L/500 = 30 mm L/500 = 15 mm

16

PEP 20 N 260*L = 1.51 – 2.60 m

PEP 20 – 300PEP 20 N 300*L = 1.71 – 3.00 m

PEP 20 – 350PEP 20 N 350*L = 1.96 – 3.50 m

PEP 20 – 400PEP 20 G 410*L = 2.21 – 4.00 m

PEP 20 – 500

L = 2.71 – 5.00 m

1.60 35.0 35.0

1.70 35.0 35.0

1.80 35.0 35.0 35.0 35.0

1.90 35.0 35.0 35.0 35.0

2.00 33.5 35.0 35.0 35.0 35.0 35.0

2.10 31.9 35.0 32.2 35.0 35.0 35.0

2.20 30.9 35.0 30.5 35.0 35.0 35.0

2.30 29.8 35.0 29.0 35.0 35.0 35.0 35.0 35.0

2.40 28.6 35.0 27.8 35.0 35.0 35.0 35.0 35.0

2.50 27.1 32.9 26.9 35.0 35.0 35.0 35.0 35.0

2.60 24.8 29.4 26.1 35.0 33.8 35.0 35.0 35.0

2.70 24.9 31.7 32.4 35.0 35.0 35.0

2.80 23.3 28.5 31.2 35.0 35.0 35.0 35.0 35.0

2.90 21.6 25.7 30.2 35.0 35.0 35.0 35.0 35.0

3.00 20.0 23.2 29.2 35.0 35.0 35.0 35.0 35.0

3.10 27.5 34.6 33.6 35.0 35.0 35.0

3.20 25.7 31.5 32.5 35.0 35.0 35.0

3.30 24.1 28.8 31.2 35.0 35.0 35.0

3.40 22.4 26.4 29.6 35.0 35.0 35.0

3.50 20.7 24.1 27.8 33.9 35.0 35.0

3.60 26.1 31.2 35.0 35.0

3.70 24.5 28.9 35.0 35.0

3.80 23.0 26.8 35.0 35.0

3.90 21.6 24.8 35.0 35.0

4.00 20.1 22.8 34.2 35.0

4.10 32.3 35.0

4.20 30.6 35.0

4.30 28.9 34.0

4.40 27.4 31.9

4.50 26.0 29.9

4.60 24.6 28.1

4.70 23.4 26.4

4.80 22.1 24.9

4.90 20.9 23.4

5.00 20.0 21.8

Slab PropsPEP 20

Permissible Prop Load [kN] according to the Type Test

Ext

ensi

on

Leng

th [m

]

Outer Tube Bottom

Inner Tube Bottom

Outer Tube Bottom

Inner Tube Bottom

Outer Tube Bottom

Inner Tube Bottom

Outer Tube Bottom

Inner Tube Bottom

Outer Tube Bottom

Inner Tube Bottom

All PEP 20 Props conform with DIN EN 1065 class D with a permissible load for the entire extension range of minimum 20 kN.

All PEP 20 Props clamped in the Table Swivel Head or UNIPORTAL Head fitted to PERI tableforms have a permissible load of minimum 30 kN over the entire extension range.

*For the N and G Props the application Inner Tube at Bottom is only possible with PERI Slab Tables or SKYDECK (bolted head).

17

PEP 30 – 150

L = 0.96 – 1.50 m

PEP 30 – 250

L = 1.46 – 2.50 m

PEP 30 – 300PEP 30 G 300*L = 1.71 – 3.00 m

PEP 30 – 350PEP 30 G 350*L = 1.96 – 3.50 m

PEP 30 – 400

L = 2.21 – 4.00 m

1.00 35.0 35.0

1.10 35.0 35.0

1.20 35.0 35.0

1.30 34.9 35.0

1.40 34.2 35.0

1.50 33.5 35.0 40.0 40.0

1.60 40.0 40.0

1.70 40.0 40.0

1.80 40.0 40.0 40.0 40.0

1.90 38.5 40.0 40.0 40.0

2.00 36.8 40.0 40.0 40.0 40.0 40.0

2.10 35.3 40.0 40.0 40.0 40.0 40.0

2.20 34.4 40.0 40.0 40.0 40.0 40.0

2.30 33.3 40.0 40.0 40.0 40.0 40.0 40.0 40.0

2.40 32.1 37.6 40.0 40.0 40.0 40.0 40.0 40.0

2.50 30.1 34.8 39.9 40.0 40.0 40.0 40.0 40.0

2.60 38.8 40.0 40.0 40.0 40.0 40.0

2.70 37.4 40.0 40.0 40.0 40.0 40.0

2.80 35.8 40.0 40.0 40.0 40.0 40.0

2.90 33.2 37.2 40.0 40.0 40.0 40.0

3.00 30.4 33.8 40.0 40.0 40.0 40.0

3.10 40.0 40.0 40.0 40.0

3.20 37.6 40.0 40.0 40.0

3.30 35.0 37.6 40.0 40.0

3.40 32.3 34.6 40.0 40.0

3.50 30.0 31.6 40.0 40.0

3.60 40.0 40.0

3.70 40.0 40.0

3.80 37.4 40.0

3.90 34.8 37.0

4.00 32.2 33.9

PEP 30


Ext

ensi

on

Leng

th [m

]

Outer Tube Bottom

Inner Tube Bottom

Outer Tube Bottom

Inner Tube Bottom

Outer Tube Bottom

Inner Tube Bottom

Outer Tube Bottom

Inner Tube Bottom

Outer Tube Bottom

Inner Tube Bottom

All PEP 30 Props conform with DIN EN 1065 class E with a permissible load for the entire extension range of minimum 30 kN.

All PEP 30 Props clamped in the Table Swivel Head or UNIPORTAL Head fitted to PERI tableforms have a permissible load of minimum 40 kN (PEP 30-150 = 35 kN) over the entire extension range.

*For the N and G Props the application Inner Tube at Bottom is only possible with PERI Slab Tables or SKYDECK (bolted head).

18

MP 250l = 1.45 – 2.50 m

MP 350l = 1.95 – 3.50 m

MP 480l = 2.60 – 4.80 m

MP 625l = 4.30 – 6.25 m

1.45 73.3 76.21.50 73.3 76.2

1.60 73.3 76.2

1.70 73.3 76.2

1.80 71.7 76.2

1.90 68.6 76.2

1.95 67.0 76.2 88.3 87.4

2.00 65.4 76.2 88.3 87.4

2.10 63.8 74.6 83.0 87.4

2.20 62.2 73.0 77.7 87.4

2.30 61.1 70.5 72.9 86.6

2.40 60.6 67.0 68.6 85.1

2.50 60.0 63.6 64.4 83.5

2.60 61.9 80.7 85.9 71.4

2.70 59.3 77.8 81.2 71.1

2.80 57.5 74.9 76.5 70.8

2.90 55.7 71.9 71.8 70.4

3.00 54.3 68.3 67.1 70.1

3.10 52.9 64.6 63.0 69.4

3.20 51.4 60.0 58.9 68.6

3.30 49.8 55.4 54.8 67.9

3.40 46.4 50.3 52.5 66.2

3.50 42.9 45.1 50.2 64.5

3.60 47.9 62.8

3.70 46.0 58.6

3.80 44.2 54.4

3.90 42.3 50.2

4.00 40.4 46.9

4.10 38.5 43.7

4.20 36.6 40.4

4.30 34.8 38.2 56.2 44.6

4.40 32.9 36.0 54.7 44.6

4.50 31.1 33.7 53.1 44.6

4.60 29.3 31.5 50.9 43.8

4.70 27.4 29.3 48.8 43.0

4.80 25.6 27.1 46.4 42.1

4.90 43.8 41.2

5.00 41.2 40.3

5.10

38.6 38.8

5.20 36.1 37.3

5.30 33.8 35.9

5.40 31.9 34.5

5.50 29.9 33.1

5.60 28.4 31.6

5.70 26.9 30.1

5.80 25.5 28.6

5.90 24.3 27.0

6.00 23.1 25.4

6.10 22.0 24.1

6.20 20.9 22.8

6.25 20.4 22.1

Slab PropsMULTIPROP 250, 350, 480, 625


Extension Length [m]

Outer Tube Bottom

Inner Tube Bottom

Outer Tube Bottom

Inner Tube Bottom

Outer Tube Bottom

Inner Tube Bottom

Outer Tube Bottom

Inner Tube Bottom

MULTIPROPs are classified according to offical approval as follows:MP 250 = Class T 25MP 350 = Class R 35

MP 480 = Class D 45MP 625 = Class D 60

Note:We recommend using the HD Wingnut Spanner, Item no. 022027, to release the loads > 60 kN.MULTIPROP 350 and 480 clamped in the Table Swivel Head or UNIPORTAL Head fitted to PERI tableforms have a permissible load of minimum 56 kN for the MP 350, and minimum of 36 kN for the MP 480 over the entire extension range.

20

Item no. Weight kg

SKYDECK Panel Slab Formwork

061000061011061020061010061013061030

15,500 11,700 9,780 8,560 6,350 5,250

Panels SDPPanel SDP 150 x 75Panel SDP 150 x 50Panel SDP 150 x 37.5Panel SDP 75 x 75Panel SDP 75 x 50Panel SDP 75 x 37.5Panel with 9 mm plywood.

L B 1500 750 1500 500 1500 375 750 750 750 500 750 375

L

B99

21 120

061160 25,500 Main Beam SLT 375For cantilevers.

061100 15,500 Main Beam SLT 225For standard fields.

21

Item no. Weight kg


061110 9,690 Main Beam SLT 150For filler areas.

061045061046

5,740 2,720

Edge Beams SRT-2Edge Beam SRT-2 150Edge Beam SRT-2 75For longitudinal and transverse filling, for shutte-ring around columns. Panel with 21 mm plywood.

1500 / 750

49

1488 / 738

98

061210 6,180 Drophead SFKWith self-locking coupling. Supports main beam as well as cover strip and formlining. Lowering height 6 cm. For 21 mm plywood formlining.

40

258

250

390

549

60

22

Item no. Weight kg


061200 3,860 Prophead SSKWith self-locking coupling. Supports main beams, panels, edge girders and filler timber.

161

50

260

250

061180 5,340 Combihead SCKWith self-locking coupling. Supports main beams, panels, edge girders and filler timber.

305

250

259

161

50

061049061036

3,350 5,020

Filler Timbers SPHFiller Timber SPH 150Filler Timber SPH 225For compensations with 21 mm plywood formlining.

1500 / 2250

49

98

23

Item no. Weight kg


061021061022

8,650 5,340

Triangular Frames SDRTriangular Frame SDR 150 x 75Triangular Frame SDR 75 x 75For compensations on inclined walls. For compen-sations with 21 mm plywood formlining.

98 1500 / 750

750

061051 5,250 Wall Holder SWH-2For horizontal anchoring on the wand. Attach to every second girder or panel.

202 100

1490

1102

061023 2,140 End Support SSLFor the transition to compensation. Connecting to Drophead SKF.

16010

2

86165

061290 0,133 Panel Clip SPKFixes panel on main beam.

121

50 33

24

Item no. Weight kg


061280 0,780 Panel Wedge Clip SPKKFixes panel on main beam.

116

116 80

061052 2,590 Table Connector STVFor assembling SKYDECK Slab Tables. Also allows the fixing of intermediate props on the main beam.

330

70

86

061300 2,240 Erection Aid SSHFor forming with SKYDECK. Adjustable in 7.5 cm increments.

2325 - 3750

061310 0,996 Tension Sleeve SAOFor bracing cantilevered main beams.

Technical DataPermissible tension force 3.0 kN.

143

62

125

70

25

Item no. Weight kg


061060 108,000 Platform SDB 150Work and safety scaffold. Scaffold width 1.30 m. With continuous 39 mm thick decking and foldable handrail frame.

Technical DataPermissible load 150 kg/m2.

1490 1433

1220

1288

1006



2240



2990

26

Item no. Weight kg


061250 4,760 Guardrail Holder SGH, AluFor assembling a guardrail with SKYDECK.

1500

245 36

8300

5

300

1640

061260 6,150AccessoriesGuardrail Post SGP

061260 6,150 Guardrail Post SGPAs guardrail for different systems.

120

1438

1768

6535

433

433

065073 1,370 Anchor Chain 3.0 kN l = 2.5 m Technical DataPermissible tension force 3.0 kN.

2500

15

065074 0,450 Turnbuckle 3.0 kN, M 12 Technical DataPermissible tension force 3.0 kN.

min 220 max 300

16

27

Item no. Weight kg


028100 1,830 Base Plate for RSFor assembly of RS push-pull props.

Complete with1 pc. 018050 Bolt Ø 16 x 65/86, galv.1 pc. 018060 Cotter Pin 4/1, galv.

150 90 1085

Ø21

Ø13

061530 82,400 Pallet SD 150 x 225, galv.For stacking and transportation of 48 SKYDECK panels 150 x 75.

Complete with5 pc. 100707 Lashing 25 x 5750 mmSafety InstructionsLoad-bearing capacity 750 kg.Follow Instructions for Use!

2310

1550

250

2110

061500 76,700 Pallet SD 150 x 75, galv.For stacking and transportation of 14 SKYDECK Panels 150 x 75.

Safety InstructionsLoad-bearing capacity 1.0 t. Follow Instructions for Use!

1720

1970

1630

1510 640

760

28

Item no. Weight kg


061510 110,000 Pallet Lifting Trolley 1500 mmFor moving pallets and crate pallets.

Technical DataForklift arm length 1500 mm, forklift arm width 520 mm, stroke range 85 - 195 mm.Safety InstructionsLoad-carrying capacity 2.0 t.Follow Instructions for Use.

.

061520 403,000 Transportation Fork SUG, galv.For moving SKYDECK slab tables.

Safety InstructionsFollow Instructions for Use at all times.Load-carrying capacity 1.0 t.

3240

1429

2800

3900 1224

035500 72,800 Stripping Cart, AluMobile working scaffold. Height-adjustable in 25 cm increments. Platform height max. 2.00 m.


1800 750

3035

29

Item no. Weight kg


102031 363,000 Stripping Cart ASW 465, compl.Mobile working scaffold. Height-adjustable in 30 cm increments. Platform height max. 4.65 m. Packed in: Ring Pallet USP 104 Item no. 100678, with Lashing Strap Item no. 100707 (x 1) and Scaffold Tube Steel Item no. 026411 (x 4).

Complete with1 pc. 102033 Steel Traverse 140/220 ASW1 pc. 102025 Folding Base Unit 160/190 ASW6 pc. 102035 Vertical Frame 70/90 ASW6 pc. 102034 Vertical Frame 70/120 ASW2 pc. 102026 Entry Platform 190 ASW1 pc. 102030 Toe-Board Set 70/190 ASW4 pc. 102027 Double Guardrail 190 ASW3 pc. 102028 Diagonal Brace 210 ASW2 pc. 102029 Horizontal Brace 190 ASW8 pc. 102037 Wind Security Clip 60 ASW12 pc. 102807 Ballast 10 kg ASWTechnical DataPermissible load 100 kg/m2.

2360 1100

1150

102033

102025

102034

102035

102027

102028

102029

102026

102030

102807102037

2

1

3

4

5

6

9

11

12

1316

17

18

19

20

22

21

24

2829

30

32

33

34

38

41

42

46

48

52

44

53

61

32

02 PERI S.A.S. 77109 Meaux Cedex [email protected] www.peri.fr

03 PERI AG 8472 Ohringen [email protected] www.peri.ch

04 PERI S.A. 28110 Algete - Madrid [email protected] www.peri.es

05 N.V. PERI S.A. 1840 Londerzeel [email protected] www.peri.be

06 PERI B.V. 5480 AH-Schijndel [email protected] www.peri.nl

07 PERI Formwork Systems, Inc. Elkridge, MD 21075 [email protected] www.peri-usa.com

08 PT Beton Perkasa Wijaksana Jakarta 10210 [email protected] www.peri.com

09 PERI S.p.A. 20060 Basiano [email protected] www.peri.it

10 PERI Japan K.K. Tokyo 103-0015 [email protected] www.perijapan.jp

11 PERI Ltd. Rugby, CV23 0AN [email protected] www.peri.ltd.uk

12 PERI Kalıp ve İskeleleri Esenyurt / İstanbul 34510 [email protected] www.peri.com.tr

13 PERI Kft.. 1181 Budapest [email protected] www.peri.hu

14 PERI Formwork Malaysia Sdn. Bhd. 43300 Seri Kembangan, Selangor Darul Ehsan [email protected] www.perimalaysia.com

15 PERI ASIA Pte. Ltd Singapore 387355 [email protected] www.periasia.com

16 PERI Ges.mbH 3134 Nußdorf ob der Traisen [email protected] www.peri.at

17 PERI spol. s r.o. 252 42 Jesenice u Prahy [email protected] www.peri.cz

18 PERI Danmark A/S 2670 Greve [email protected] www.peri.dk

19 PERI Suomi Ltd. Oy 05460 Hyvinkää [email protected] www.perisuomi.fi

20 PERI Norge AS 3036 Drammen [email protected] www.peri.no

21 PERI Polska Sp. z o.o. 05-860 Płochocin [email protected] www.peri.pl.pl

22 PERIform Sverige AB 30013 Halmstad [email protected] www.periform.se

23 PERI (Korea) Ltd. Seoul 135-080 [email protected] www.perikorea.com

24 PERIcofragens Lda 2790-326 Queijas [email protected] www.peri.pt

25 PERI S.A. B1625GPA Escobar – Bs. As. [email protected] www.peri.com.ar

26 PERI Formas e Escoramentos Ltda. Vargem Grande Paulista São Paulo [email protected] www.peribrasil.com.br

27 PERI Chile Ltda. Colina, Santiago de Chile [email protected] www.peri.cl

28 PERI România SRL 077015 Baloteşti [email protected] www.peri.ro

29 PERI Slowenien 2000 Maribor [email protected] www.peri.com

30 PERI spol. s r.o. 903 01 Senec [email protected] www.peri.sk

31 PERI Australia Pty. Ltd. Glendenning NSW 2761 [email protected] www.periaus.com.au

32 PERI AS 76406 Saku vald Harjumaa [email protected] www.peri.ee

33 PERI Hellas Ltd. 194 00 Koropi [email protected] www.perihellas.gr

34 PERI SIA 2118 Salaspils novads, Rigas rajons [email protected] www.peri-latvija.lv

35 PERI (L.L.C.) Dubai [email protected] www.perime.com

01 PERI GmbH Rudolf-Diesel-Strasse 89264 Weissenhorn [email protected] www.peri.com

France

Switzerland

Spain

Belgium/Luxembourg

Netherlands

USA

Indonesia

Italy

Japan

United Kingdom/Ireland

Turkey

Hungary

Malaysia

Singapore

Austria

Czech Republic

Denmark

Finland

Norway

Poland

Sweden

Korea

Portugal

Argentina

Brazil

Chile

Romania

Slovania

Slovakia

Australia

Estonia

Greece

Latvia

United Arab Emirates

PERI International

8

10

1415

23

31

35

3739 40

43

44

45

47

50 51

54

595558

5760 56

65

64

66

7

25

26

27

36

49

62

63

33

36 PERI Formwork Systems, Inc. Bolton, ON – L7E 1K1 [email protected] www.peri.ca

37 Lebanon Representative Office Jdeideh [email protected] www.peri.de

38 PERI UAB 02300 Vilnius [email protected] www.peri.lt

39 PERI S.A. Tanger [email protected] www.peri.com

40 PERI Formwork Engineering Ltd Petach Tikva, 49002 [email protected] www.peri.co.il

41 PERI Bulgaria EOOD 1839 Sofia [email protected] www.peri.bg

42 Armar ehf. 220 Hafnarfjörður www.armar.is

43 TOO PERI Kazakhstan 050014 Almaty [email protected] www.peri.kz

44 OOO PERI 142407, Noginsk District [email protected] www.peri.ru

45 Wiehahn Formwork and Scaffolding (Pty) Ltd. 7600 Stellenbosch [email protected] www.wiehahn.co.za

46 TOW PERI Ukraina 07400 Brovary [email protected] www.peri.ua

47 Egypt Branch Office 11361 Heliopolis / Cairo [email protected] www.peri.com.eg

48 PERI Oplate d.o.o. 11272 Dobanovci [email protected] www.peri.rs

49 PERI Cimbras y Andamios, S.A. de C.V. Estado de México, [email protected] www.peri.com.mx

50 PERI Kalıp ve İskeleleri Baku [email protected] www.peri.com.tr

51 PERI Kalıp ve İskeleleri Aşgabat [email protected] www.peri.com.tr

52 PERI Belarus 220030 Minsk [email protected] www.peri.com

53 PERI oplate i skele d.o.o. 10 250 Donji Stupnik/ Zagreb [email protected] www.peri.com.hr

54 PERI GmbH Iran Branch Office Tehran [email protected] www.peri.ir

55 PERI (India) Pvt Ltd Mumbai – 400064 [email protected] www.peri.in

56 PERI GmbH - Jordan 11947 Amman [email protected] www.peri.com

57 PERI Kuwait 13011 Kuwait [email protected] www.peri.com

58 PERI Engineering Division of Jamjoom Consult Saudi Arabia 21463 Jeddah [email protected] www.peri.com.sa

59 PERI Qatar LLC P.O.Box: 31295 - Doha [email protected] www.periqatar.com

60 Société PERI S.A.S. Kouba - Alger [email protected] www.peri.fr

61 PERI Sh.p.k. Tirane [email protected] www.peri.com.tr

62 PERI Peruana SAC Villa El Salvador, Lima [email protected] www.peri.com.pe

63 PERI Panama Inc. 0832-00155 Panama City [email protected] www.peri.com.pa

64 PERIcofragens, Lda. Luanda [email protected] www.peri.pt

65 Heights Access Nigeria Ltd. Victoria Island, Lagos [email protected] www. heightsaccessng.com 66 PERI (L.L.C.) Muscat [email protected] www.perime.com

Canada

Lebanon

Lithuania

Morocco

Israel

Bulgaria

Iceland

Kazakhstan

Russian Federation

South Africa

Ukraine

Egypt

Serbia

Mexico

Azerbaijan

Turkmenistan

Belorussia

Croatia

Iran

India

Jordan

Kuwait

Saudi Arabia

Qatar

Algeria

Albania

Peru

Panama

Angola

Nigeria

Oman

The optimal System for every Project and every Requirements

PERI GmbHFormwork Scaffolding EngineeringP.O. Box 126489259 WeissenhornGermanyTel. +49 (0)7309.950-0Fax +49 (0)[email protected]

System-Independent Accessories

Wall Formwork Column Formwork

Slab Formwork Climbing Systems Tunnel Formwork Bridge Formwork

Shoring Systems Facade ScaffoldConstruction Scaffold Industrial Scaffold

Access Protection Scaffold Services

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4/20

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