SKYDECK The proven, fast slab formwork made of high

SKYDECK
The proven, fast slab formwork made
of high-strength aluminium
Edition 03/2010
PERI GmbH
Formwork Scaffolding Engineering
P.O. Box 1264
89259 Weissenhorn
Germany
Tel +49 (0)7309.950-0
Fax +49 (0)7309.951-0
[email protected]
www.peri.com
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.
Content
2
SKYDECK
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
1
SKYDECK
The proven aluminium slab formwork system
for sensationally fast formwork erection
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 SKYDECK system features a
drophead.
Shuttered
Drophead lowered
The panels and cover strips form the soffit of
the concrete.
The cover strips and dropheads remain in position. While the panels and beams are struck.
60 mm
Striking can therefore be carried out after 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 concreting 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 principle enables you to work more flexibly.
For instance, early striking during poor
weather or if personnel are available.
2
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) supported by just one prop.
The SKYDECK main beam with powder
coating and plastic rack has been designed to ensure that only a minimum
of cleaning is required.
Fewer props save time and leave
more space.
The horizontal transport of formwork
materials or storing of construction materials (e.g. bricks) is problem-free with
these large prop spacings.
A substantial factor for the favourable
shuttering times of the SKYDECK.
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.
The main beam lies protected
under the panels. This reduces
the amount of cleaning needed.
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.
Working with SKYDECK
means easy and tireless
shuttering and striking.
3
SKYDECK
The cost-effective slab formwork with
numerous advantages for the user
SKYDECK forms slab thicknesses of
up to 95 cm.
(See design tables)
SKYDECK offers a systematic erection 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 personnel unfamiliar with this system.
SKYDECK systematization means:
■
■
1.50 m
■
SKYDECK panels shuttered from above.
props do not have to be set out
primary and secondary beam spacings do not have to be determined
the load capacity of the formlining
does not have to be taken into
account
2.30 m
Standard area of 3.45 m².
Thanks to the main beam
SLT 225, this means only
0.29 props per m².
The panels are secured
automatically by the lugs
on the main beam.
4
The main beam is
mounted firmly on the
drophead or prophead
and cannot tilt.
Extremely fast head installation.
Fits all standard slab
props. Hole diameter
Ø 40 mm.
The SKYDECK drophead and prophead
are equipped with self-locking couplings.
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.
Self-locking coupling = time-savings
Prophead
SKYDECK provides:
Benefit to you:
Main beams that reduce the number
of props required
Less props
Drophead principle
Earlier and easier striking
ECC powder coating,
self-draining edges, plastic profiles
Less cleaning
Individual components made of
aluminium and weighing less than 15 kg
Easy and tireless shuttering and and
striking
Straight formwork line
Simple edge adjustment
Structurally-optimized system
Very accurate surfaces
Systematic erection sequence
Operating errors ruled out
Self-locking coupling
Quick mounting on the prop without
screws or bolts
Drophead
5
SKYDECK
Formwork with drophead
Forming with the SKYDECK drophead 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.
6
Striking with drophead.
The drophead is released with a hammer
blow causing all of the formwork to lower
by 6 cm.
SKYDECK standard
grid panel with drophead system.
Panels and main beams can then be removed. 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.
Only the props with
drophead and cover strip
remain after striking.
A
A
B
Typical application with wall return,
angled wall junction and column to
be formed.
B
Cross-section A-A
Longitudinal section B-B
Wall junction with prophead set back. The beam
is securely mounted on the prophead.
The design principle with the panels lying on
top of the main beam makes the wall junction
with the main beam set back possible.
Prophead
Drophead
Drophead
Drophead
0.41
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.
0.41
An important advantage in application:
Prophead set back at the wall junction.
7
SKYDECK
Longitudinal and transverse infilling,
forming around columns
Longitudinal infilling
For infilling up to 1.50 m, the formwork
is simply continued with panels and prophead until the gap left can be closed
with filler timbers.
Transition from standard
grid rectangle to infilling
with the end support.
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).
Transverse infilling
Transverse infilling or adaptation for
angled walls is carried out in the same
way as longitudinal infilling, using panels 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.
Transverse infilling with
150 x 75 panel, SPH filler
timber and filler plate.
8
Infill length L
Formwork around columns.
With SKYDECK edge beam SRT 150 or
SRT 75.
SLT 225
Edge
beam
Drophead SFK
Drophead SFK
End Support SSL
Transverse infilling with drophead
system with 150 x 75 panel, edge
beam and filler.
Formwork is taken around columns with a maximum edge length of 1.38 m in this way. If the
edge beam is used, the maximum edge length
is 63 cm.
Depending on the situation, the
SKYDECK edge beam is used only
longitudinally, or longitudinally and
laterally.
max. 1.50 m
Drophead
Filler timber
Primary beam
When using the edge beams longitudinally and
laterally, these must be installed in a turned
position.
Transverse infilling with drophead system with 150 x 75
panel, edge beam and filler.
9
SKYDECK
The SKYDECK platform on the edge of
the building saves using a safety scaffold
Slab edges are formed with the cantilevered SLT 375 slab edge beam and
the SKYDECK Platform.
The SKYDECK platform saves construction time.
BG-
ÜF
PR Z
Even one day after concreting the slab,
it serves as a safety scaffold for work on
the columns and parapets.
T
ER
Slab edge with guardrails.
Bau
98051
geprüfte
Sicherheit
The GS-approved
SKYDECK SDB platform
is mounted complete
with guardrail.
SKYDECK platform
SAO tension
sleeve
SLT 375 main beam
Anchor chain and
M12 anchor coupler
No safety scaffold
necessary
Safety at a cycle joint with the SKYDECK guardrail
holder SGH
After the simple positioning, the
platform is immediately secured
against tipping or moving.
Ground plan:
Guardrail holder SGH
View:
Guardrail Post SGP
10
Optimized logistics
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 galvanised and can be stacked.
SKYDECK Pallet SD filled with
14 panels 150 x 75. The pallet
lifting truck is used for moving
operations.
RP 80 x 120 filled with
25 MULTIPROP props.
The larger Pallet SD
filled with 48 panels
150 x 75 = 54 m2.
11
SKYDECK
With Drophead SFK
Main Beam SLT 225
Panel Span c
1.50 m
Load
q* [kN/m²]
Deflection
Line**
Slab Thickness
d [m]
Prop Load
[kN]
0.14
5.19
17.9
7
with
centre
support
SSK
Main Beam SLT 150
Panel Span c
0.75 m
Prop Load
[kN]
with
centre
support
SSK
Panel Span c
1.50 m
Deflection
Line**
with
centre
support
SSK
Prop Load
[kN]
with
centre
support
SSK
Panel Span c
0.75 m
Deflection
Line**
with
centre
support
SSK
Prop Load
[kN]
with
centre
support
SSK
9.0
7
12.1
7
Deflection
Line**
with
centre
support
SSK
with
centre
support
SSK
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
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
0.55
17.07
29.5
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
7
*Load according to DIN 4421:
Dead load
g = 0.20
kN/m2
Concrete load b = 26 kN/m3 x d (m)
Live load
Total load
p = 0.20 x b
1.5 ≤ p ≤ 5.0 kN/m2
q = g + b + 0.9 x p
** Deflection according to DIN 18202,
assuming perfect levelling.
12
18.1
7
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.
7
With Prophead SSK
Main Beam SLT 225
Panel Span c
1.50 m
Slab Thickness
d [m]
Load
q* [kN/m²]
Prop Load
[kN]
0.14
5.19
17.5
Deflection
Line**
with
centre
support
SSK
Main Beam SLT 150
Panel Span c
0.75 m
Prop Load
[kN]
with
centre
support
SSK
7
Panel Span c
1.50 m
Deflection
Line**
with
centre
support
SSK
Prop Load
[kN]
with
centre
support
SSK
Panel Span c
0.75 m
Deflection
Line**
with
centre
support
SSK
Prop Load
[kN]
with
centre
support
SSK
8.8
7
11.7
7
Deflection
Line**
with
centre
support
SSK
with
centre
support
SSK
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
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
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
7
*Load according to DIN 4421:
Dead load
g = 0.20
kN/m2
Concrete load b = 26 kN/m3 x d (m)
Live load
Total load
7
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.
p = 0.20 x b
1.5 ≤ p ≤ 5.0 kN/m2
q = g + b + 0.9 x p
** Deflection according to DIN 18202,
assuming perfect levelling.
13
SKYDECK
Panel System, Striking Time Guidelines
Panel System
Load
q* [kN/m²]
Prop Load
[kN]
** Tolerances to
DIN 18202, Line
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
75
*Load according to DIN 4421:
Dead load
g = 0.20 kN/m2
Concrete load b = 26 kN/m3 x d (m)
Live load
Total load
p = 0.20 x b
1.5 ≤ p ≤ 5.0 kN/m2
q = g + b + 0.9 x p
** Tolerances to DIN 18202.
Assuming perfect levelling.
Striking Time Guidelines* [Days]
for Drophead System.
Required ConSlab Thickness
crete Strength
d [m]
f ck [N/mm²]
14
*Guide values for striking time [days] for Panels
and Main Beams at average curing temperature
[°C] of
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
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 necessary for the bottom reinforcement layer.
For systems without centre support of
the main beams.
A live load of 1 kN/m² is taken into account for the early struck slab.
* Guide values according to Leonhard
for cement Z 35, CEM I 32.5 R.
150
Slab Thickness
d [m]
Fillers, forming around columns
Perm. width of influence EB [m]
when forming around columns
Perm. Width B [m] of the Filler
Case 1
Case 2
Panel 150
Panel 75
L/500 = 30 mm L/500 = 15 mm
Fin-Ply 21 mm Fin-Ply 21 mm
Slab Thickness Spruce 21 mm Spruce 21 mm
Beto 21 mm
Beto 21 mm
d [m]
0.14
0.77
0.85
Slab Thickness
d [m]
SRT-2
SPH
0.14
1.08
0.38
SRT-2
SPH
0.16
0.75
0.82
0.16
0.95
0.33
0.18
0.72
0.80
0.18
0.85
0.30
0.20
0.70
0.78
0.20
0.77
0.27
0.22
0.69
0.76
0.22
0.70
0.25
0.24
0.67
0.75
0.24
0.64
0.23
0.26
0.66
0.73
0.26
0.60
0.21
0.28
0.64
0.72
0.28
0.55
0.19
0.30
0.63
0.71
0.30
0.52
0.18
0.35
0.61
0.69
0.35
0.45
0.16
0.40
0.59
0.67
0.40
0.39
0.14
1.71
0.51
0.45
0.57
0.65
0.45
0.35
0.12
1.52
0.46
0.50
0.56
0.64
0.48
0.33
0.11
1.43
0.43
0.51
0.55
0.63
0.50
0.31
0.11
1.37
0.41
0.55
0.53
0.62
0.55
1.25
0.37
0.60
0.51
0.60
0.60
1.15
0.34
0.65
0.50
0.59
0.65
1.06
0.32
0.70
0.49
0.58
0.70
0.98
0.30
0.75
0.48
0.57
0.75
0.92
0.28
0.80
0.47
0.56
0.80
0.86
0.26
0.85
0.46
0.55
0.85
0.81
0.24
0.90
0.45
0.54
0.90
0.77
0.23
0.95
0.44
0.53
0.95
0.73
0.22
Case 1
Note:
Deflection single
span beam B/300.
EB
Case 2
B
Panel 150 or 75
B
max. 100 mm
Combihead
SCK
Filler Timber SPH
or Edge Beam
SRT-2
Filler Timber
SPH or Edge
Beam SRT-2
Perm. Span L [m] of the Edge Main
Girders
Slab Thickness [m]
Width of influence for 40 cm plywood
Girders used
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
L
L
15
Slab Props
PEP 20
Permissible Prop Load [kN] according to the Type Test
PEP 20 – 350
PEP 20 N 350*
PEP 20 – 400
PEP 20 G 410*
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 m
Extension
Length [m]
PEP 20 – 300
PEP 20 N 300*
PEP 20 – 500
PEP 20 N 260*
Outer Tube
Bottom
Inner Tube
Bottom
1.60
35.0
35.0
1.70
35.0
35.0
1.80
35.0
1.90
35.0
2.00
Outer Tube
Bottom
Inner Tube
Bottom
Outer Tube
Bottom
Inner Tube
Bottom
Outer Tube
Bottom
Inner Tube
Bottom
Outer Tube
Bottom
Inner Tube
Bottom
35.0
35.0
35.0
35.0
35.0
35.0
33.5
35.0
35.0
2.10
31.9
35.0
32.2
35.0
35.0
35.0
35.0
35.0
2.20
30.9
35.0
35.0
30.5
35.0
35.0
2.30
29.8
35.0
35.0
29.0
35.0
35.0
2.40
28.6
35.0
27.8
35.0
35.0
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
35.0
33.8
35.0
35.0
2.70
35.0
24.9
31.7
32.4
35.0
35.0
35.0
2.80
23.3
28.5
31.2
35.0
35.0
2.90
21.6
25.7
30.2
35.0
35.0
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
35.0
34.6
33.6
35.0
35.0
3.20
35.0
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
All PEP 20 Props conform with DIN EN
1065 class D with a permissible load for
the entire extension range of minimum
20 kN.
16
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).
PEP 30
Permissible Prop Load [kN] according to the Type Test
PEP 30 – 250
PEP 30 – 300
PEP 30 G 300*
PEP 30 – 350
PEP 30 G 350*
PEP 30 – 400
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 m
Extension
Length [m]
PEP 30 – 150
Outer Tube
Bottom
Inner Tube
Bottom
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
Outer Tube
Bottom
Inner Tube
Bottom
Outer Tube
Bottom
Inner Tube
Bottom
40.0
Outer Tube
Bottom
Inner Tube
Bottom
Outer Tube
Bottom
Inner Tube
Bottom
40.0
40.0
1.60
40.0
40.0
1.70
40.0
40.0
1.80
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
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).
17
Slab Props
MULTIPROP 250, 350, 480, 625
Permissible Prop Load [kN] according to the Type Test
18
MP 250
MP 350
MP 480
MP 625
l = 1.45 – 2.50 m
l = 1.95 – 3.50 m
l = 2.60 – 4.80 m
l = 4.30 – 6.25 m
Extension
Length [m]
Outer Tube
Bottom
Inner Tube
Bottom
1.45
1.50
1.60
1.70
1.80
1.90
1.95
2.00
2.10
2.20
2.30
2.40
2.50
2.60
2.70
2.80
2.90
3.00
3.10
3.20
3.30
3.40
3.50
3.60
3.70
3.80
3.90
4.00
4.10
4.20
4.30
4.40
4.50
4.60
4.70
4.80
4.90
5.00
5.10
5.20
5.30
5.40
5.50
5.60
5.70
5.80
5.90
6.00
6.10
6.20
6.25
73.3
73.3
73.3
73.3
71.7
68.6
67.0
65.4
63.8
62.2
61.1
60.6
60.0
76.2
76.2
76.2
76.2
76.2
76.2
76.2
76.2
74.6
73.0
70.5
67.0
63.6
Outer Tube
Bottom
Inner Tube
Bottom
88.3
88.3
83.0
77.7
72.9
68.6
64.4
61.9
59.3
57.5
55.7
54.3
52.9
51.4
49.8
46.4
42.9
87.4
87.4
87.4
87.4
86.6
85.1
83.5
80.7
77.8
74.9
71.9
68.3
64.6
60.0
55.4
50.3
45.1
Outer Tube
Bottom
Inner Tube
Bottom
85.9
81.2
76.5
71.8
67.1
63.0
58.9
54.8
52.5
50.2
47.9
46.0
44.2
42.3
40.4
38.5
36.6
34.8
32.9
31.1
29.3
27.4
25.6
71.4
71.1
70.8
70.4
70.1
69.4
68.6
67.9
66.2
64.5
62.8
58.6
54.4
50.2
46.9
43.7
40.4
38.2
36.0
33.7
31.5
29.3
27.1
MULTIPROPs are classified according to
offical approval as follows:
MP 250 = Class T 25
MP 480 = Class D 45
MP 350 = Class R 35
MP 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.
Outer Tube
Bottom
Inner Tube
Bottom
56.2
54.7
53.1
50.9
48.8
46.4
43.8
41.2
38.6
36.1
33.8
31.9
29.9
28.4
26.9
25.5
24.3
23.1
22.0
20.9
20.4
44.6
44.6
44.6
43.8
43.0
42.1
41.2
40.3
38.8
37.3
35.9
34.5
33.1
31.6
30.1
28.6
27.0
25.4
24.1
22.8
22.1
19
SKYDECK Panel Slab Formwork
Item no. Weight kg
15,500
11,700
9,780
8,560
6,350
5,250
Panels SDP
Panel SDP 150 x 75
Panel SDP 150 x 50
Panel SDP 150 x 37.5
Panel SDP 75 x 75
Panel SDP 75 x 50
Panel SDP 75 x 37.5
Panel with 9 mm plywood.
L
1500
1500
1500
750
750
750
B
750
500
375
750
500
375
B
061000
061011
061020
061010
061013
061030
21
99
061160
25,500
Main Beam SLT 375
For cantilevers.
061100
15,500
Main Beam SLT 225
For standard fields.
20
120
L
SKYDECK Panel Slab Formwork
Item no. Weight kg
061110
9,690
061045
061046
5,740
2,720
Main Beam SLT 150
For filler areas.
Edge Beams SRT-2
Edge Beam SRT-2 150
Edge Beam SRT-2 75
For longitudinal and transverse filling, for shuttering around columns. Panel with 21 mm plywood.
1500 / 750
1488 / 738
98
49
Drophead SFK
With self-locking coupling. Supports main beam as
well as cover strip and formlining. Lowering height
6 cm. For 21 mm plywood formlining.
40
250
390
549
60
6,180
258
061210
21
SKYDECK Panel Slab Formwork
Prophead SSK
With self-locking coupling. Supports main beams,
panels, edge girders and filler timber.
5,340
250
Combihead SCK
With self-locking coupling. Supports main beams,
panels, edge girders and filler timber.
250
305
061049
061036
3,350
5,020
Filler Timbers SPH
Filler Timber SPH 150
Filler Timber SPH 225
For compensations with 21 mm plywood
formlining.
1500 / 2250
98
49
22
161
259
50
061180
260
161
50
Item no. Weight kg
061200
3,860
SKYDECK Panel Slab Formwork
Item no. Weight kg
061021
061022
8,650
5,340
Triangular Frames SDR
Triangular Frame SDR 150 x 75
Triangular Frame SDR 75 x 75
For compensations on inclined walls. For compensations with 21 mm plywood formlining.
1500 / 750
750
98
5,250
Wall Holder SWH-2
For horizontal anchoring on the wand. Attach to
every second girder or panel.
202
End Support SSL
For the transition to compensation. Connecting to
Drophead SKF.
102
2,140
100
165
0,133
86
Panel Clip SPK
Fixes panel on main beam.
121
061290
160
061023
1102
1490
061051
50
33
23
SKYDECK Panel Slab Formwork
Panel Wedge Clip SPKK
Fixes panel on main beam.
116
Item no. Weight kg
061280
0,780
116
061052
2,590
80
Table Connector STV
For assembling SKYDECK Slab Tables. Also allows
the fixing of intermediate props on the main
beam.
86
70
330
061300
2,240
Erection Aid SSH
For forming with SKYDECK. Adjustable in 7.5 cm
increments.
2325 - 3750
Tension Sleeve SAO
For bracing cantilevered main beams.
Technical Data
Permissible tension force 3.0 kN.
62
0,996
125
061310
143
24
70
SKYDECK Panel Slab Formwork
Technical Data
Permissible load 150 kg/m2.
1288
1490
061061
153,000
Platform SDB 225
Work and safety scaffold. Scaffold width 1.30 m.
With continuous 39 mm thick decking and foldable
handrail frame.
1220
Platform SDB 150
Work and safety scaffold. Scaffold width 1.30 m.
With continuous 39 mm thick decking and foldable
handrail frame.
1006
Item no. Weight kg
061060 108,000
1433
Technical Data
Permissible load 150 kg/m2.
2240
061062
185,000
Platform SDB 300
Work and safety scaffold. Scaffold width 1.30 m.
With continuous 39 mm thick decking and foldable
handrail frame.
Technical Data
Permissible load 150 kg/m2.
2990
25
SKYDECK Panel Slab Formwork
Guardrail Holder SGH, Alu
For assembling a guardrail with SKYDECK.
368
245
300
5
Item no. Weight kg
061250
4,760
1500
300
1640
6,150
061260
6,150
Accessories
Guardrail Post SGP
Guardrail Post SGP
As guardrail for different systems.
35
1,370
Anchor Chain 3.0 kN l = 2.5 m
1438
65
Technical Data
Permissible tension force 3.0 kN.
15
065073
1768
433
433
120
061260
2500
065074
0,450
Turnbuckle 3.0 kN, M 12
Technical Data
Permissible tension force 3.0 kN.
16
min 220
26
max 300
SKYDECK Panel Slab Formwork
Item no. Weight kg
028100
1,830
Base Plate for RS
For assembly of RS push-pull props.
Complete with
1 pc. 018050 Bolt Ø 16 x 65/86, galv.
1 pc. 018060 Cotter Pin 4/1, galv.
85
Ø13
90
150
82,400
Pallet SD 150 x 225, galv.
For stacking and transportation of 48 SKYDECK
panels 150 x 75.
Complete with
5 pc. 100707 Lashing 25 x 5750 mm
Safety Instructions
Load-bearing capacity 750 kg.
Follow Instructions for Use!
1550
250
2110
061530
10
Ø21
2310
Pallet SD 150 x 75, galv.
For stacking and transportation of 14 SKYDECK
Panels 150 x 75.
Safety Instructions
Load-bearing capacity 1.0 t.
Follow Instructions for Use!
1720
76,700
1970
061500
1510
640
1630
760
27
SKYDECK Panel Slab Formwork
Item no. Weight kg
061510 110,000
Pallet Lifting Trolley 1500 mm
For moving pallets and crate pallets.
Technical Data
Forklift arm length 1500 mm, forklift arm width
520 mm, stroke range 85 - 195 mm.
Safety Instructions
Load-carrying capacity 2.0 t.
Follow Instructions for Use.
.
403,000
Transportation Fork SUG, galv.
For moving SKYDECK slab tables.
Safety Instructions
Follow Instructions for Use at all times.
Load-carrying capacity 1.0 t.
1429
2800
3240
061520
3900
72,800
Stripping Cart, Alu
Mobile working scaffold. Height-adjustable in
25 cm increments. Platform height max. 2.00 m.
Technical Data
Permissible load 100 kg/m2.
3035
035500
1224
1800
28
750
SKYDECK Panel Slab Formwork
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 with
1 pc. 102033 Steel Traverse 140/220 ASW
1 pc. 102025 Folding Base Unit 160/190 ASW
6 pc. 102035 Vertical Frame 70/90 ASW
6 pc. 102034 Vertical Frame 70/120 ASW
2 pc. 102026 Entry Platform 190 ASW
1 pc. 102030 Toe-Board Set 70/190 ASW
4 pc. 102027 Double Guardrail 190 ASW
3 pc. 102028 Diagonal Brace 210 ASW
2 pc. 102029 Horizontal Brace 190 ASW
8 pc. 102037 Wind Security Clip 60 ASW
12 pc. 102807 Ballast 10 kg ASW
Technical Data
Permissible load 100 kg/m2.
102033
102034
102035
102025
102026
1150
Item no. Weight kg
102031 363,000
102027
102028
102029
2360
102037
1100
102807
102030
29
30
31
PERI International
42
19
20
22
32
44
34
18
38
11
52
6
21
01 PERI GmbH
Rudolf-Diesel-Strasse
89264 Weissenhorn
info @ peri.com
www.peri.com
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PERI S.A.S.
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[email protected]
www.peri.fr
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PERI Formwork Systems, Inc.
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PERI Formwork Systems, Inc.
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Bolton, ON – L7E 1K1
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[email protected]
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Lebanon Representative Office
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Jdeideh
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PERI UAB
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[email protected]
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Wiehahn Formwork and
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Scaffolding (Pty) Ltd.
PERI S.A.
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53 Croatia
PERI oplate i skele d.o.o.
10 250 Donji Stupnik/
Zagreb
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54 Iran
PERI GmbH
Iran Branch Office
Tehran
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55 India
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Mumbai – 400064
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62 Peru
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Villa El Salvador, Lima
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56 Jordan
PERI GmbH - Jordan
11947 Amman
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63 Panama
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0832-00155 Panama City
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57 Kuwait
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13011 Kuwait
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Luanda
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58 Saudi Arabia
PERI Engineering
Division of Jamjoom
Consult Saudi Arabia
21463 Jeddah
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65 Nigeria
Heights Access Nigeria Ltd.
Victoria Island, Lagos
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59 Qatar
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P.O.Box: 31295 - Doha
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66 Oman
PERI (L.L.C.)
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60 Algeria
Société PERI S.A.S.
Kouba - Alger
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61 Albania
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Tirane
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33
Wall Formwork
Column Formwork
Slab Formwork
Climbing Systems
Tunnel Formwork
Bridge Formwork
Shoring Systems
Construction Scaffold
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Access
Protection Scaffold
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Services
PERI GmbH
Formwork Scaffolding Engineering
P.O. Box 1264
89259 Weissenhorn
Germany
Tel. +49 (0)7309.950-0
Fax +49 (0)7309.951-0
[email protected]
www.peri.com
DE en 04/2011 5ma 790937 © PERI GmbH
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Project and every Requirements