SKYDECK
Panel Slab Formwork
Instructions for Assembly and Use – Standard Confi guration
Edition 09 | 2016
Content
Overview
Main components 1
Key 2
Presentational reference 2
Introduction
Target groups 3
Additional technical documentation 3
Intended use 4
Care and maintenance instructions 5
Instructions for Use 5
Safety instructions
Cross-system 6
System-specific 7
Storage and transportation 7
Standard configuration
A1 Storage and transportation 8
A2 System components 11
A3 System dimensions 14
Notes regarding static calculations 14
Internal forces and rigidity 15
Load combinations 15
A4 Shuttering 17
Starting bay 17
Transverse bay 19
Longitudinal bay 20
Standard bay 21
A5 Compensations 24
System components 24
Edge Beam SRT 150, SRT 75 24
Filler Timber SPH 24
End Support SSL 24
Combihead SCK 25
Triangular Frame SDR 150/75, 75/75 28
Longitudinal compensations 28
Transverse compensations 31
A6 Shuttering around columns 34
1 recessed panel 34
2 recessed panels 35
3 recessed panels 36
Recessed main beams 37
Shifting the main beam axis 37
A7 Horizontal bracing 38
Transfer of horizontal loads into the
columns of the building 38
General 39
Bracing of the inner bay 39
Transfer of horizontal loads from a
casting segment 40
A8 Cantilevers, Guardrails 42
Bracing on leading edges to prevent
tipping 42
Guardrails with Handrail Unit SD 43
SKYDECK Guardrail Holder SGH and
Guardrail Post SGP 44
A9 SKYDECK platforms 46
Corner table (Area l) 47
Cantilevers (Area ll) 51
Open edge areas (Area lll) 52
Slab areas (Area lV) 52
Infill areas 52
Platform installation 53
Striking 54
Working and safety scaffold 55
A10 Changing direction 56
– System with Prophead SSK 56
– System with Drophead SFK 58
A11 Inclined slabs 60
Bracing with Tension Sleeve SAO and
Chain 3.0 kN 60
Bracing with Tension Unit SD 61
A12 Striking 62
A13 Site record 64
Design tables
A14 Horizontal loads with Slab Props PEP 65
A15 Inclined slabs 66
Maximum permissible slab inclination with
Tension Sleeve SAO and Chain 3.0 kN 66
Tension Unit SD – bracing angle 66
Tensile force of Tension Unit SD and
prop loads
– System with Drophead SFK 67
– System with Prophead SSK 70
A16 SKYDECK standard configuration 73
Prop loads
– System with Drophead SFK 73
– System with Prophead SSK 74
– Panel system 75
Striking guide values 75
A17 Filler plates, forming around columns 76
A18 Slab props 77
– PEP 20 77
– PEP 20 with Base MP 50 78
– PEP 30 79
– PEP 30 with Base MP 50 80
– PEP Ergo B 81
– PEP Ergo D 82
– PEP Ergo E 83
– MULTIPROP 250, 350, 480, 625 84
Components
Components
86
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
Overview
Main components
4
3
1
2
1 Drophead SFK
2 Main Beam SLT 225
3 Panel SDP
4 Cover Strip SAL
1
2
1
Instructions for Assembly and Use – Standard Configuration
3
4
SKYDECK Panel Slab Formwork
Overview
Key
Pictogram | Definition
Safety instructions
Note
Load-bearing point
Visual check
Tip
Personal protective equipment
to prevent falling from a height
(PPE)
Misapplication
Correct application
Dimension specifications
Dimensions are usually given in cm.
Other units of measure, e.g. m, are
shown in the illustrations.
Load details are usually given in kg.
Other measurement units, e.g. t, are
specified in the illustrations.
Conventions
Instructions are numbered with:
1. ..... , 2. ...... , 3. .....
The result of an instruction is shown
by:
Position numbers are clearly provided
for the individual components and are
given in the drawing, e.g. 1, in the
text in brackets, for example (1).
Multiple position numbers, i.e. alter-
native components, are represented
with a slash, e.g. 1 / 2.
Arrows
Arrow representing an action
Arrow representing a reaction of an action*
Forces
Presentational reference
The illustration on the front cover of
these instructions is understood to be a
system representation only. The assembly steps presented in these Instructions for Assembly and Use are shown
in the form of examples with only one
component size. They are valid accordingly for all component sizes contained
in the standard configuration.
For a better understanding, detailed illustrations are partly incomplete. The
safety installations which have possibly
not been featured in these detailed
drawings must nevertheless still be
available.
* If not identical to the action arrow
2
Instructions for Assembly and Use – Standard Configuration
SKYDECK Panel Slab Formwork
Introduction
Target groups
Contractors
These Instructions for Assembly and
Use are designed for contractors who
use the formwork systems for
assembling, modifying and disman-
tling, or
use them, e.g. for concreting, or
for other operations, e.g. carpentry or
electrical work.
Construction site coordinator
The Safety and Health Protection Coordinator*
is appointed by the client,
must identify potential hazards during
the planning phase,
determines measures that provide
protection against risks,
creates a safety and health plan,
coordinates the protective measures
for the contractor and site personnel
so that they do not endanger each
other,
monitors compliance with the protec-
tive measures.
Competent persons
Due to the specialist knowledge gained
from professional training, work experience and recent professional activity,
the competent person has a reliable understanding of safety-related issues and
can correctly carry out inspections. Depending on the complexity of the test to
be undertaken, e.g. scope of testing,
type of testing or the use of a certain
measuring device, a range of specialist
knowledge is necessary.
Qualified persons
Formwork systems may only be assembled, modified or dismantled by personnel who are suitably qualified to do so.
For the work to be carried out, the qualified persons must have received instructions** which contain at least the
following points:
Explanation of the plan for the assem-
bly, modification or dismantling of the
formwork in an understandable form
and language.
Description of the measures for as-
sembling, modifying or dismantling
the formwork.
Designation of the preventive meas-
ures to avoid the risk of persons and
objects falling.
Designation of the safety precautions
in the event of changing weather conditions which could adversely affect
the safety of the formwork system as
well as the personnel concerned.
Details regarding the permissible
loads.
Description of any other risks that are
associated with the assembly, modification or dismantling procedures.
In other countries, ensure that the
relevant national guidelines and regulations in the respective current
version are complied with!
* Valid in Germany: Regulations for Occupa-
tional Health and Safety on Construction
Sites 30 (RAB 30)-
** Instructions are given by the contractor him-
self or a competent person selected by him.
Additional technical documentation
Poster: SKYDECK
MULTIPROP Slab Props: Instructions for Assembly and Use
PEP Ergo Slab Props: Instructions for Assmbly and Use
Instructions for Use:
– Pallet Lifting Truck
– Pallets and Stacking Devices
– Stripping Cart ASW 465
– Stripping Cart Alu
– Transportation Fork SKYDECK SUG
Technical Data Sheet for Anchor Bolt PERI 14/20 x 130
PERI Design Tables – Formwork and Shoring
Brochures:
– SKYDECK
– SKYDECK Beam Waler SD
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
3
Introduction
Intended use
Product description
PERI products have been designed for
exclusive use in the industrial and commercial sectors by qualified users only.
PERI SKYDECK is a panel slab formwork system used for constructing slab
thicknesses up to 109 cm. Depending
on the slab thickness and concrete
strength, the SKYDECK Drophead allows striking to take place after only 1
day: see table containing minimum concrete strength and striking guide values.
The SKYDECK Platform is a prefabricated, folding scaffold platform for use as
working and safety scaffold according
to DIN 4420 Part 1. Immediately after
concreting, it is available as safety scaffold to provide safe and secure working
conditions on rising structures.
Classification is effected in Scaffold
Group 2 (useful load per surface
150 kg/m²) . It is required for concreting
floor slabs in skeleton construction
(high-rise buildings) and for securing the
open edges of the SKYDECK Slab
Formwork System. A 1.30 m wide platform with guardrails provides safe working conditions on the slab edges.
Features
The panels and main beams are made
of aluminium which means they are
very light.
Accessories for infill areas, shuttering
around columns and the slab edges are
also available.
Due to early striking, the panels and
main beams can be used for the next
concreting cycle.
Only the props with dropheads and the
cover strips remain in position until the
full concrete strength has been reached.
On-site material requirements are therefore clearly reduced.
For supporting the SKYDECK panels,
PERI MULTIPROPs or PEP Slab Props
can be used.
The SKYDECK Platform consists of:
– 39 mm thick plywood decking fixed
to a supporting frame,
– a folding handrail unit that is screwed
to the supporting frame as a framed
construction, and held by a securing
lever when opened up.
The platform can be used on the edge
of the floor slab as well as in the corner
table area. For the various applications,
three lengths are available.
SDB 150 L = 1.50 m
SDB 225 L = 2.25 m
SDB 300 L = 3.00 m
The SDB 225 Platform can also be used
for side cantilevers of 75 cm to the right
or left of the main beam.
Technical data
System dimensions
With Drophead SFK,
Main Beam SLT 225
230 x 150 cm, slab thickness max.
43 cm, as standard case presented in
the Instructions for Assembly and
Use
230 x 75 cm, slab thickness max.
90 cm
115 x 75 cm, slab thickness max.
109 cm with centre support
With Drophead SFK,
Main Beam SLT 150
155 x 150 cm, slab thickness max.
52 cm
155 x 75 cm, slab thickness max.
109 cm
With Prophead SSK,
Main Beam SLT 225
225 x 150 cm, slab thickness max.
43 cm
225 x 75 cm, slab thickness max.
90 cm
112.5 x 75 cm, slab thickness max.
109 cm with centre support
With Prophead SSK,
Main Beam SLT 150
150 x 150 cm, slab thickness max.
55 cm
150 x 75 cm, slab thickness max.
109 cm
For permissible slab thicknesses and
available prop loads: see PERI Design
Tables.
Assembly of the platform takes place
with the crane from the outside of the
building. It is set down on the cantilevered main beams and automatically
locks in position.
All steel parts are galvanized while all
safety components are red powder-coated.
4
Instructions for Assembly and Use – Standard Configuration
SKYDECK Panel Slab Formwork
Introduction
Care and maintenance instructions
In order to maintain the value and operational readiness of the formwork materials over the long term, clean the elements after each use.
Some repair work may also be inevitable due to the tough working conditions.
The following points should help to keep
care and maintenance costs as low as
possible.
Spray the formwork on both sides with
concrete release agent before each use;
this allows easier and faster cleaning of
the formwork. Spray the concrete release agent very thinly and evenly!
Spray the rear side of the formwork
with water immediately after concreting; this avoids any time-consuming and
costly cleaning operations.
When used continuously, spray the panel formlining with the concrete release
agent immediately after striking; then
clean by means of a scraper, brush or
rubber lip scraper.
Important: do not clean formlining made
of plywood with high-pressure equipment; this could result in the formlining
being damaged.
Fix box-outs recesses and mounting
parts with double-headed nails; as a result, the nails can be easily removed later, and damage to the formlining is
largely avoided.
Close all unused anchor holes with
plugs; this eliminates any subsequent
cleaning or repair work.
Anchor holes accidentally blocked with
concrete are freed by means of a steel
pin from the formlining side.
When placing bundles of reinforcement
bars or other heavy objects on horizontally-stored formwork elements, suitable support, e.g. square timbers, is to
be used; as a result, impressions and
damage to the formlining are largely
avoided.
Internal concrete vibrators should be fitted with rubber caps if possible; as a result, any damage to the formlining is reduced if the vibrator is accidently “inserted” between the reinforcement and
formlining.
Never clean powder-coated components, e.g. elements and accessories,
with a steel brush or hard metal scraper;
this ensures that the powder-coating remains intact.
Use spacers for reinforcement with
large-sized supports or extensive areas
of support; this largely avoids impressions being formed in the formlining
when under load.
Mechanical components, e.g. spindles
or gear mechanisms, must be cleaned
of dirt or concrete residue before and after use, and then greased with a suitable lubricant.
Provide suitable support for the components during cleaning so that no unintentional change in their position is possible.
Do not clean components when suspended on a crane.
Instructions for Use
The use in a way not intended according
to the Instructions for Assembly and
Use, or any use deviating from the
standard configuration or the intended
use represents a misapplication with a
potential safety risk, e.g. risk of falling.
Only PERI original components may be
used. The use of other products and
spare parts is not allowed.
Changes to PERI components are not
permitted.
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
5
Safety instructions
Cross-system
General
The contractor must ensure that the Instructions for Assembly and Use supplied by PERI are available at all times
and are understood by the site personnel.
These Instructions for Assembly and
Use can be used as the basis for creating a risk assessment. The risk assessment is compiled by the contractor. The
Instructions for Assembly and Use do
not replace the risk assessment!
Always take into consideration and comply with the safety instructions and permissible loads.
For the application and inspection of
PERI products, the current safety regulations and guidelines must be observed
in the respective countries where they
are being used.
Materials and working areas are to be
inspected on a regular basis especially
before each use and assembly for:
signs of damage,
stability and
function.
Damaged components must be exchanged immediately on site and may
no longer be used.
Safety components are to be removed
only when they are no longer required.
Components provided by the contractor
must conform with the characteristics
required in these Instructions for Assembly and Use as well as with all valid
construction guidelines and standards.
In particular, the following applies if
nothing else is specified:
Timber components: Strength
Class C24 for Solid Wood according
to EN 338.
Scaffold tubes: galvanised steel
tubes with minimum dimensions of
Ø 48.3 x 3.2 mm according to
EN 12811-1:2003 4.2.1.2.
Scaffold tube couplings according
to EN 74.
Deviations from the standard configuration are only permitted after a further
risk assessment has been carried out by
the contractor.On the basis of this risk
assessment, appropriate measures for
working and operational safety as well
as stability are to be determined.
Corresponding proof of stability can be
provided by PERI on request if the risk
assessment and resulting measures to
be implemented are made available.
Before and after exceptional occurrences that may have an adverse effect regarding the safety of the formwork system, the contractor must immediately
create another risk assessment,
with appropriate measures for ensuring the stability of the formwork
system being carried out based on
the results,
and arrange for an extraordinary in-
spection by a competent person.
The aim of this inspection is to
identify and rectify any damage in
good time in order to guarantee the
safe use of the formwork system.
Exceptional occurrences can include:
accidents,
longer periods of non-use,
natural events, e.g. heavy rainfall,
icing, heavy snowfall, storms or
earthquakes.
Assembly, modification and dismantling work
Assembly, modification or dismantling
of formwork systems may only be carried out by qualified persons under the
supervision of a competent person. The
qualified persons must have received
appropriate training for the work to be
carried out with regard to specific risks
and dangers.
On the basis of the risk assessment and
Instructions for Assembly and Use, the
contractor must create installation instructions in order to ensure safe assembly, modification and dismantling of
the formwork system.
The contractor must ensure that the
personal protective equipment required
for the assembly, modification or dismantling of the system, e.g.
safety helmet,
safety shoes,
safety gloves,
safety glasses,
is available and used as intended.
If personal protective equipment against
falling (PPE) is required or specified in
local regulations, the contractor must
determine appropriate attachment
points on the basis of the risk assessment.
The personal protective equipment
against falling to be used is determined
by the contractor.
The contractor must
provide safe working areas for site
personnel which are to be reached
through the provision of safe access ways. Areas of risk must be
cordoned off and clearly marked.
ensure the stability during all stag-
es of construction, in particular during assembly, modification and dismantling of the formwork.
ensure and prove that all loads can
be safely transferred.
Utilisation
Every contractor who uses or allows
formwork systems or sections of the
formwork to be used, has the responsibility for ensuring that the equipment is
in good condition.
If the formwork system is used successively or at the same time by several
contractors, the health and safety coordinator must point out any possible mutual hazards and all work must be then
coordinated.
6
Instructions for Assembly and Use – Standard Configuration
SKYDECK Panel Slab Formwork
Safety instructions
System-specific
Retract components only when the concrete has sufficiently hardened and the
person in charge has given the goahead for striking to take place.
Anchoring is to take place only if the anchorage has sufficient concrete
strength.
In order to avoid an overloading of the
integrated temporary props, the
load-bearing capacity of the slabs,
plates and beams which have already
been completed must be activated. For
this, a free deflection possibility of
these components is required. This
takes place by releasing and re-installing
all existing temporary props, and is also
required for formwork systems where
the prop head is an integral part of the
slab formwork.
The load-distributing support used, such
as planking, must match the respective
base. If several layers are required,
planks are to be arranged crosswise.
During striking, do not tear off the formwork elements with the crane.
The existing prop loads (see Tables)
must be safely transferred by means of
sufficiently load-bearing slab props or
shoring systems.
SKYDECK Platforms are classified in
Load Class 2 (permissible load
1.5 kN/m² – 150 kg/m²). They are available as working scaffold.
The horizontal fixed position of the slab
formwork must be guaranteed. This is
given with circumferential walls and
pre-concreted beams. Otherwise, the
transfer of the horizontal loads has to be
guaranteed by means of other measures
supplied by the contractor, e.g. bracing.
Load assumptions for horizontal loads in
accordance with DIN EN 12812.
When storing heavy items on the formwork, the load-bearing capacity must be
taken into consideration.
Cantilevers may only be accessed after
bracing has been mounted.
With all-round enclosed structure geometries, panels are to be fixed to the main
beams by means of two Panel Clips
SPK (21) each for wind speeds between
0.033 kN/m² (26 km/h) and dynamic
pressure 0.061 kN/m² (36 km/h).
For unfavourable structure geometries
or larger wind speeds, additional securing measures are to be implemented,
e.g.:
– ballast,
– bracing,
– dismantling the formwork etc.
Storage and transportation
Store and transport components ensuring that no unintentional change in their
position is possible. Detach lifting accessories and slings from the lowered
components only if they are in a stable
position and no unintentional change is
possible.
Do not drop the components.
Use PERI lifting accessories and slings
as well as only those load-bearing
points provided on the component.
During the moving procedure
ensure that components are picked
up and set down so that unintentional
falling over, falling apart, sliding, falling down or rolling is avoided.
no persons are allowed to remain un-
der the suspended load.
Always guide pre-assembled scaffolding bays, scaffolding units or scaffolding
sections with ropes when moving them
by crane.
The access areas on the jobsite must be
free of obstacles and tripping hazards as
well as being slip-resistant.
For transportation, the surface must
have sufficient load-bearing capacity.
Use original PERI storage and transport
systems, e.g. crate pallets, pallets or
stacking devices.
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
7
A1 Storage and transportation
– Instructions for Use for PERI Pallet
and Stacking Devices must be
followed at all times!
– Manually-created transport units
must be correctly stacked and
secured!
– Pallets and stacked components
are to be protected against the effects of the weather, e.g. secure
packed components with tension
straps against lifting!
– Always attach the 4-sling lifting
gear using the four load-bearing
points!
Tra n s por t
PERI pallets and stacking devices are
suitable for lifting by crane or forklift.
They can also be moved with the PERI
Pallet Lifting Trolley. All pallets and
stacking devices can be lifted using
both the longitudinal and front sides.
The following are some examples.
Fig. A1.01 Fig. A1.02
Stacked with Panels SDP 150 x 75
Pallet SD: 48 pieces
(Fig. A1.01 + A1.02)
Pallet SD: 14 pieces
(Fig. A1.04 + A1.05)
The Pallet SD can also be used for
storing other SKYDECK components,
e.g. Main Beam SLT. (Fig. A1.03)
Lashing straps are manufactured according to DIN EN 12195-2, and are to
be regularly checked in accordance with
this standard.
Stacking:
2 loaded pallets, one on top of the other.
Fig. A1.04 Fig. A1.05Fig. A1.03
8
Instructions for Assembly and Use – Standard Configuration
SKYDECK Panel Slab Formwork
A1 Storage and transportation
Pallet: Handrail Unit SD 150
Pallet: Handrail Unit SD 75
Number of handrail units per pallet
Handrail Unit SD 150: 10 pieces
(Fig. A1.06)
Handrail Unit SD 75: 10 pieces
(Fig. A1.07)
Stacking:
2 loaded pallets, one on top of the other.
Loading sequence
1. Open locking mechanism on the pallet frame.
2. Slide in one handrail unit and close
locking mechanism.
3. Slide in additional handrail units.
Handrail units lock automatically
above the red bars.
4. Secure handrail units on the front side
against sliding out. Insert retaining bar
and lock in place.
Due to the powder coating, cleaning
requirements are kept to a minimum.
Panels and main beams are equipped
with self-draining edges. They prevent
the side areas from getting dirty and
make cleaning easier.
(Fig. A1.08)
Fig. A1.06
Fig. A1.07
Fig. A1.08
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
9
A1 Storage and transportation
SKYDECK Platforms
The platforms can be stored in stacks of
up to 5 elements.
Weights:
SDB 300 184 kg / piece
SDB 225 155 kg / piece
SDB 150 108 kg / piece
Stacks of platforms can be lifted with a
fork-lift truck using the long side.
(Fig. A1.09)
The stack can be moved with the crane
by means of the external crane eyes.
(Fig . A1.10 )
Ensure the platforms are evenly secured
on lorries but not too tightly.
Fig. A1.09
Crane Eye
Fi g. A1.10
31,4
Crane Eye
10
Instructions for Assembly and Use – Standard Configuration
SKYDECK Panel Slab Formwork
A2 System components
Propheads
Drophead SFK (1)
Prophead SSK (6)
Combihead SCK (7)
Transition Head SDSK (26)
Transition Head SDFK (27)
The Drophead SFK can be used for all
standard situations and allows the removal of main beams and panels while
simultaneously supporting the slab.
The Prophead SSK must be used in all
starting fields. Prophead SSK and
Combihead SCK are used, e.g. for compensations.
Prophead SDSK and Prophead SDFK are
used when changing direction.
1
26
6
7
27
Main beams
– Main Beam SLT 225
– Main Beam SLT 150
For the exclusive use with the
SKYDECK Platform SDB, a main beam
which can accommodate the Platform
SDB is available.
It may only be used for the described
purposes.
– Main Beam SLT 375
Panel SDP
The Panel SDP is available with the following dimensions:
– Panel SDP 150x75
– Panel SDP 150x50
– Panel SDP 150x37.5
– Panel SDP 75x75
– Panel SDP 75x50
– Panel SDP 75x37.5
Fig. A2.01
Fig. A2.02
Fig. A2.03
Cover Strip SAL
The Cover Strip SAL is available with
the following dimensions:
– Cover Strip SAL 150
– Cover Strip SAL 75
– Cover Strip SAL 50
– Cover Strip SAL 37.5
Fig. A2.04
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
11
A2 System components
Slab props
Dropheads SFK, Propheads SSK, SDFK
or Combiheads SCK fit on props with a
hole diameter of ø 38 – 40 mm.
With hole diameters > 40 mm, the
heads must be bolted diagonally using 2
Bolts ISO 4016 M12 x 40-4.6 galv., Mu,
item no. 035440. (Fig. A2.01)
26
1.2
1.1
II.
I.
Transition Heads SDSK (26) must always be bolted: see A9 Changing direction.
Prop loads over 33.3 kN:
bolting on of drophead for use with PEP
Slab Props using 2 Bolts DIN EN ISO
4016 M12 x 40-4.6 galv., Mu.
Preparing the Drophead
1. Push drophead wedge (1.1) and Drophead (1.2) upwards as far as possible.
(Fig. A2.06)
2. Insert drophead wedge.
3. Secure with hammer blow = shuttering position.
Drophead SFK is ready for use.
Preparing the slab props
1. Adjust the extension lengths of the
props. Clear room height minus
dimension x (Fig. A2.07). Take into
consideration the different overall
heights of the main beams: Main
Beam SLT 225 = 24 cm / Main Beam
SLT 150 = 19 cm.
2. Insert the prepared Drophead (1),
Prophead (6) or Combihead (7) into
the prop. The self-locking coupling is
secured automatically. (Fig. A 2.01)
The prop is ready for use.
Fig. A2.05
Starting bay
Main Beam SLT 225
x = 41
6
Starting bay
Main Beam SLT 150
1, 6, 7, 27
Fig. A2.06
End bay
Main Beam SLT 225
x = 41
1
6
x = 33
End bay
Panel SDP
12
Fig. A2.07
x = 36
6
1
x = 41
Instructions for Assembly and Use – Standard Configuration
SKYDECK Panel Slab Formwork
x = 17
6
A2 System components
SKYDECK Platforms SDB
SKYDECK Platform SDB 150
SKYDECK Platform SDB 225
SKYDECK Platform SDB 300
External crane eye
Frame
Handrail
Internal crane
eye, retracted
Decking
Box out for shuttering aid
Abb. A2.08
Preparation for Use:
Slide
Stacking base
Internal crane eye,
retracted
External crane eye
Securing lever
Internal crane eye,
raised
Slide
Internal crane eye
Take individual platforms from the stack,
fold open the handrail and the securing
lever drops down and secures it in a
vertical position. (Fig. A2.09)
Is the securing lever engaged? Otherwise it may be necessary to secure it by
hand.
For transportation by crane, the platform is attached to the concealed crane
eyes with the two-sling lifting gear.
(Fig . A 2.10)
Fig. A2.09
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
Fi g. A 2.10
Handrail
Securing lever
13
A3 System dimensions
Notes regarding static calculations
This design information is used for the design and planning of the SKYDECK Slab Formwork System.
It covers standard configurations for slab thicknesses from 0.14 m to 1.09 m.
Comparison of the design method
The design concept with partial safety
factors
R
k
R
d
E
d
γ
F
F
k
Method of proof Method of proof
R
k
≥
Fk · γ
γ
M
R
≥
d
F
E
d
Key
= characteristic resistance
R
k
= design value of the resistance
R
d
= F
F
k
= design value of the action
E
d
= Rk = characteristic resistance (e.g. breaking load)
F
ult.
F
= permissible load-bearing capacity
perm.
= actual or characteristic action
actual
Rd ≥ E
The old design concept with the
global safety factor
(see PERI Design Tables)
(= Rk)
F
ult.
γ
tot.
d
F
perm.
F
≥ F
F
(= Fk)
actual
F
ult.
≥
F
(= Fk)
γ
tot.
perm.
= partial safety factor for the material
γ
M
actual
≥
F
actual
(= Fk)F
perm.
actual
(steel ≈ 1.1 / concrete ≈ 1.5)
= partial safety factor for the load
γ
F
(permanent = 1.35 / changeable = 1.5)
= global safety factor ≈ γM · γF
γ
tot.
(steel ≈ 1.65 / concrete ≈ 2.25)
Design method used in this design
information
This design information is based on the
design concept with the global safety
factor.
The tables of the prop loads include the
permissible load-bearing capacities
F
perm.
After multiplication using γF = 1.5, the
maximum load-bearing capacity can
also be converted into a design value of
the resistance R
for the method with
d
partial safety factors.
14
Instructions for Assembly and Use – Standard Configuration
SKYDECK Panel Slab Formwork
A3 System dimensions
Internal forces and rigidity
Permissible internal forces and rigidity for the design with single-span girders
perm. M
Item no. Designation
061100 16.0 22.0 119 8
06116 0 12.6 22.0 1198
061110 11.3 18.0 656
061045 2.9 8.0 91
061045 2.1 8.0 31
061047 3.0 8.0 88
061047 2.1 8.0 28
061049 0.7 2.4 32
061049 0.4 1.7 7
061050 0.6 2.4 29
061050 0.3 1.3 7
Main Beam SLT 225
Main Beam SLT 375
Main Beam SLT 150
Edge Beam SRT-2 150
Edge Beam SRT-2 turned
Edge Beam SRT-2 / 27
Edge Beam SRT-2 / 27 turned
Filler Timber SPH 150
Filler Timber SPH turned
Filler Timber SPH / 27
Filler Timber SPH / 27 turned
[kNm]
perm. Q
[kN]
Load combinations
Vertical loads
Concreting
(according to DIN EN 12812)
SKYDECK dead load Q
Concrete load Q
Equivalent load concreting Q
0.75 kN/m² ≤ Q4 ≤ 1.75 kN/m²
Equivalent load working
conditions Q
= 0.20 kN/m²
1
= 24.5 kN/m³ x d [m]
2,b
= 0.10 x Q
4
= 0.75 kN/m²
2,p
2,b
El
[kNm
2
]
Table A3.01
+ Q
+ Q
Total loa d Q = Q
1
2,b
2,p
+ Q
4
SKYDECK Platforms SDB
(according to DIN EN 12811)
Load Class 2 q
F
= 1.50 kN/m²
1
= 1.50 kN (500 x 500 mm²)
1
Horizontal loads
Horizontal load from working operations = 1% of the vertical load (DIN EN 12812; 8.2.2.2)
Horizontal load from the tilting position = 1% of the vertical load (DIN EN 12812; 9.3.4.2)
Wind loads
Working wind dynamic pressure q
Maximum wind speed dynamic pressure q
= 0.20 kN/m² (DIN EN 12811-1; 6.2.7.4.2)
W,A
= 0.60 kN/m²
W,max
Height of the substitute area for equipment and materials on the scaffold level
LF working wind h
= 0.40 m (DIN EN 12811-1, 6.2.7.4.2)
W,A
Height of the substitute area for equipment and materials on the scaffold level
LF maximum wind speed h
= 0.20 m (DIN EN 12811-1, 6.2.7.4.1)
W,max
Wind on the side protection
Working wind speed on SKYDECK Guardrail Holder SGH and Guardrail Post SGP
q
= 0.183 kN/m
W,A, S
Maximum wind speed with SKYDECK Guardrail Holder SGH and Guardrail Post SGP
q
= 0.550 kN/m²
W,max,S
SKYDECK Paneel Deckenschalung
Aufbau- und Verwendungsanleitung – Regelausführung
15
A3 System dimensions
Overview of the required frames:
MRK with the use of MULTIPROP Towers
PRK with the use of PEP Props
Frames
62.5 Steel
75 Steel
137.5 Steel
150 Steel
201.5 Alu
225 Alu
230 Alu
Table A3.0 2
MRK
Item no.
PRK
Item no.
028390 111811
028400 111812
028380 1118 13
028350 1118 14
028460 111815
028360 1118 16
028470 111817
SKYDECK system
– Inset beam at wall beginning with 75 cm panel span.
– Inset prop at wall beginning with Combihead.
– Panel span 75 cm.
– Inset beam at wall beginning with 150 cm panel span.
– Panel span 150 cm.
– Inset prop at wall beginning under SLT 225 with Prophead
or Combihead.
– SLT 225 on Prophead or Combihead.
– Use of Cantilever Beam SLT 375 on Prophead/Combihead
or corner tables.
– SLT 225 on Dropheads.
625
125
235
2015
2250
Fig. A3.01 Fig. A3.02
MRK
PRK
62,5
MRK / PRK 201,5
MRK
PRK
62,5
MRK / PRK 225
750
MRK
PRK
75
MRK / PRK 201,5MRK / PRK 225
MRK
PRK
75
MRK / PRK 201,5
125
235
2015
2300
1375 1500
MRK / PRK 137,5
MRK / PRK 201,5
MRK / PRK 137,5
MRK / PRK 230
MRK / PRK 150
MRK / PRK 201,5
MRK / PRK 150
MRK / PRK 230
150 0
MRK / PRK 150
2250
MRK / PRK 201,5
MRK / PRK 225
MRK / PRK 150
Fig. A3.03
MRK / PRK 225
3750
16
Instructions for Assembly and Use – Standard Configuration
SKYDECK Panel Slab Formwork
A4 Shuttering
Starting bay
Shuttering using a safe mobile
scaffold!
Position props and main beams
1. Position prop with Prophead (6) in
one corner of the room (spacing: see
Fig. A4.05).
2. Secure with tripod to prevent it from
falling over.
3. Position prop with Drophead (1). Distance from the wall 2.275 m.
(Fig. A4.01)
4. Secure with tripod to prevent it from
falling over.
5. Insert Main Beam SLT 225 (2) into the
beam support of the Prophead and
Drophead. The main beam connection (2.1) must be mounted in the
middle of the beam support (1.2) of
the SKYDECK heads. (Fig. A4.02a /
A4.02b / A4.02c)
6. Secure Main Beam SLT 225 (2) with
Wall Holder SWH-2 (8).
7. Position second pair of props at a distance of 1.50 m from the wall.
8. Insert Main Beam SLT 225 (2) in the
beam support. (Fig. A4.02a / A4.02b /
A4.02c / A4.04)
6
Fig. A4.01
2.1
2
1
1.2
Fig. A4.02a
1.2
Fig. A4.02b
Fig. A4.02c
1
8
Does the main beam connection (2.1)
enclose the beam support (1.2)?
(Fig. A4.02c)
Set up drophead props on the wall so
that the drophead wedge can be removed during striking.
The Main Beam SLT is always positioned parallel to the longer wall side.
Always check the rectangularity of the
first bay.
Components
1 Drophead SFK
2 Main Beam SLT
6 Prophead SSK
8 Wall Holder SWH-2
Fig. A4.03
A
125
1375
Fig. A4.04
Section A-A
150 0
A
250
Fig. A4.05 Fig. A4.05a
2025
2275
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
17
A4 Shuttering
Insert panels
1. Install panels (3) on the Main Beam
SLT 225 (2).
The rack of the Main Beam SLT
fixes the panel in position.
2. Secure wall-side panel and Main
Beam SLT with Wall Holder SWH-2
(8). (Fig. A4.06)
3. Install two additional panels.
(Fig. A4.07)
The starting bay is complete.
(Fig. A4.08)
8
Spray the edge of the panel with release agent before positioning.
Wall Holder SWH-2
The formwork surface area may only
be accessed or loaded when Wall
Holders SWH-2 have been installed!
The Wall Holder SWH-2 (8) is used to
hold the slab formwork in a horizontal
position during the assembly. It is installed in longitudinal and transverse directions, and can fix the main beam as
well as the panel. The Wall Holder
SWH-2 (8) is mounted in every second
bay.
Fig. A4.06
3
Fig. A4.07
Assembly
1. Insert tie rod with wingnut pivot plate
through the available tie hole.
2. Place Main Beam SLT into the Wall
Holder SWH-2 or push into the edge
of the panel.
3. Tighten Wall Holder SWH-2 with
Wingnut Pivot Plate on the wall.
4. Remove tripods. (Fig. A4.08)
The wall holder isassembled.
18
8
Fig. A4.08
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
A4 Shuttering
Transverse bay
1. Position prop with Prophead SSK (6).
Spacing 1.50 m.
2. Secure with tripod.
3. Position prop with Drophead SFK (1).
Spacing 2.275 m.
4. Insert Main Beam SLT 225 (2) into the
beam support of the Prophead and
Drophead. (Fig. A4.09)
5. Secure with tripod.
6. Insert panels (3). (Fig. A 4.10 )
The transverse bay is complete.
(Fig. A4 .11)
Shuttering is carried out using a safe
mobile scaffold!
Working in a transverse direction is recommended.
Use tripods again in the next bay.
1
2
6
Fig. A4.09
3
Components
1 Drophead SFK
2 Main Beam SLT
3 Panel SDP
6 Prophead SSK
8 Wall Holder SWH-2
Fi g. A 4.10
8
1,50 m
2,275 m
Fi g . A4.11
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
19
A4 Shuttering
Longitudinal bay
Based on the risk assessment, the
contractor must decide whether
forming takes place from above or
below!
1. Attach Main Beam SLT 225 (2) to the
Drophead.
2. Connect prop with Drophead in the
main beam. (Fig. A4.12)
3. Place prop in a vertical position.
(Fig . A 4.12a)
4. Secure with tripod.
5. Proceed likewise with the second
main beam and prop.
6. Insert panels (3). (Fig. A4.13)
7. Remove tripod and use again in the
next bay.
The longitudinal bay is now com-
plete. (Fig. A4.14)
α
Fi g. A 4.12 Fig. A4.12a
Optimum angle for mounting the Main
Beam SLT up to α 45°.
α
The main beam is correctly fitted only if
the corner of the recess hangs under
the prop without obstruction.
2
The Wall Holder SWH-2 (8) is mounted in every second bay.
Risk of falling!
– When lingering on the slab form-
work, measures must be taken to
prevent falling, e.g. PPE.
– When shuttering from below, use
a safe and secure mobile scaffold;
install panels overhead.
If the SKYDECK Guardrail Holder is
used, this must be installed during setting of the panels. For details, see Section A8.
Components
2 Main Beam SLT
3 Panel SDP
4 Cover Strip SAL
5 Pallet SD
8 Wall Holder SWH-2
21 Panel Clip SPK
Fi g. A 4.13
3
During forming
from above, press
panel down with
the foot when installing.
8
8
8
8
20
Fi g. A 4.14
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
A4 Shuttering
Standard bay
Due to the recurring assembly sequence, always continue in the same
way.
With all-round enclosed structure geometries, panels are to be fixed by means
of two Panel Clips SPK (21) each time to
the main beams for wind speeds between 0.033 kN/m² (26 km/h) and dynamic pressure 0.061 kN/m² (36 km/h).
For unfavourable structure geometries
or larger wind speeds, additional securing measures are to be implemented,
e.g.:
– ballast
– bracing (Fig. A4.16)
– dismantling the formwork etc.
1. Attach Main Beam SLT 225 (2) to the
Drophead.
2. Connect prop with Drophead SFK in
the raised main beam. (Fig. A4.15)
3. Place prop in a vertical position.
4. Insert panels (3).
The standard bay is now complete.
3
2
Fi g. A 4.15
21
21
Fi g. A 4.16
Fi g. A 4.17
50 mm
The Prophead SSK is not a substitute for the Drophead.
4
Without the Drophead, the Cover
Strip (4) has no supporting effect.
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
21
A4 Shuttering
Shuttering the casting segment
Set down Pallet SD (5) with panels (3)
onto the forming area. Place panels in
the main beams. Make empty pallets
available in preparation for the striking
process. (F ig. A 4 .18)
1. Shutter the standard fields until there
is no more space for the Main Beam
SLT 225 or Compensation Beam
SLT150.
2. Form the infill areas. See A5.
3. Continually insert Cover Strip SAL (4).
(Fig . A 4.19)
4. Thinly spray the forming area with a
release agent – also from below if
used for the first time.
Risk of slipping!
The forming area becomes slippery
through the use of release agents!
– Be extremely careful when access-
ing forming areas after spraying!
– Weather conditions are to be tak-
en into account!
5
3
Fi g. A 4.18
Regarding the tightness of the panel
joints, e.g. for casting segments/setting
of stopends, push the panels tightly
together and secure on the last main
beam with Panel Wedge Clips SPKK
(20).
(Fig. A4.20 – Fig. A4.22)
Panel Wedge Clip SPKK
The panel wedge clip is used to connect
2 panels with one main beam.
Possible applications
1. Panel joint in the middle of main
beam
20
Fi g. A 4.19
2. Overlapping panel Side view
125
20
4
20
Fig. A4.20
22
Fig. A4.21 Fig. A4.22
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
23
A5 Compensations
System components
For the realization of compensations
and shuttering of columns, a range of
system components is available.
Secure filler plates with nails!
Edge Beam SRT 150-2,
SRT 75
Install vertically (Fig. A5.01) or
suspended. (Fig. A5.02)
The locking pin (9.1/10.1) secures
the Edge Beam SRT 150 (9) or
SRT 75 (10):
– to the Main Beam SLT in a longitudi-
nal direction. (Fig. A5.01 + A5.02)
– to the Prophead SSK in a transverse
direction. (Fig. A5.03)
– to the Combihead SCK (7) in a longi-
tudinal direction. (Fig. A5.04)
– in the End Support SSL (11) in a longi-
tudinal direction. (Fig. A5.07)
SRT vertical
9/10
Fig. A5.01 Fig. A5.02
9
Fig. A5.03 Fig. A5.04
9.1/10 .1
The asterisk (*) refers to the installation
in a suspended position.
SRT suspended*
9*/10*
7
12
9
Filler Timber SPH
Install Filler Timber SPH (12) vertically or
horizontally.
– to the Combihead SCK. (Fig. A5.04)
– nailed laterally on the panel.
– horizontally, transverse to the sus-
pended Edge Beam SRT. (Fig. A5.05
+ A5.06)
End Support SSL
Use the End Support SSL as height adjustment for the transition from a standard bay to an infill area.
(Fig. A5.07)
The End Support SSL must always be
directly supported by means of a Prophead, Drophead or Combihead.
(Fig. A5.08)
Components
2 Main Beam SLT
3 Panel SDP
7 Combihead SCK
9 Edge Beam SRT-2 150
9* Edge Beam SRT-2 150, suspended
10 Edge Beam SRT-2 75
10* Edge Beam SRT-2 75, suspended
11 End Support SSL
12 Filler Timber SPH
Fig. A5.05
11
Fig. A5.06
Fig. A5.07
End Support SSL
11
Fig. A5.09Fig. A5.08
No End Support SSL without any direct
support through Prophead, Drophead or
Combihead.
24
Instructions for Assembly and Use – Standard Configuration
SKYDECK Panel Slab Formwork
A5 Compensations
Combihead SCK
Use of longitudinal and transverse infills
up to 25 cm.
The cantilever of the Head Plate is in
longitudinal direction ≤ 19 cm, in transverse direction ≤ 12.5 cm.
The Combihead (7) (Fig. A5.11) is a secure, non-movable and non-twisting
support for:
– Main Beam SLT 225 (2).
– SLT 150 (2.5). (F i g. A5.10)
– Panel SDP (3). (Fig. A5.12)
– Edge Beam SRT (9) and Filler Timber
SPH (12) or timber provided by the
contractor with b = 3.8 – 8 cm and
h = 9.8 cm. (Fig. A5.13)
– End Support SSL (11). (Fig. A5.14)
Mounting the main beam
The Main Beam SLT must be mounted
in the middle of the beam support of
the SKYDECK Heads. The main beam
connection (2.1) encloses the main
beam support (7.1) of the head.
(Fig . A 5 .10)
The Combihead SCK has 2 main beam
supports and can be installed in both
directions. In infill areas, the cantilever
points towards the compensation.
2.1
7.1
2/2.5
Fi g. A 5 .10 Fig. A5.11
3
Fi g. A 5 .12
11
7.1
Fi g. A 5 .13
7
9 12
Exceptions:
The cantilever points towards the main
beam
– when using the End Support,
(Fig. A5.14)
– when infill ≤ cantilever. (F i g. A5 .14a)
Placing the main beam
With inset props, the cantilever of the
Combihead always points towards the
main beam.
Position the Combihead so that the
main beam support is securely positioned in the groove (2.8) of the main
beam.
(Fig. A5.15)
Fi g. A 5 .14 Fig. A5.14 a
2.8
7
Fi g. A 5 .15
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
25
A5 Compensations
Insert panels
With direct panel support, install the
cantilever of the Combihead in the direction of the infill area. (Fig. A5.16)
The teeth in the plastic racks (7.2) on
the cantilever hold the panels (3) in 5
different positions. Select support position according to the compensation
width. Position the cantilever of the
Combihead SCK as close as possible to
the wall in order to provide maximum
support for the infill area.
(Fig. A5.17c – A5.17d)
7
7.2
3
≤ 25
Fi g. A 5 .16 Fig. A5.17
Do not install panels in a longitudinal direction outside of the longitudinal axis
of the Combihead.
(Fig. A5.17e + A5.17f)
Components
1 Drophead SFK
2 Main Beam SLT
3 Panel SDP
7 Combihead SCK
14 Triangular Frame SDR
Fi g. A 5 .17a
Fi g. A 5 .17c
Fi g. A 5 .17e Fi g. A 5 .17 f
Fig. A5.17b
Fi g. A 5 .17d
26
Instructions for Assembly and Use – Standard Configuration
SKYDECK Panel Slab Formwork
A5 Compensations
With a transverse positioned Combihead, e.g. in compensation areas, place
panels at least as far as the central axis
or further!
Fi g. A 5 .18a Fig. A5.18 bFi g. A 5 .18
In corners where longitudinal and transverse compensations meet, the Combihead (7) is aligned in the direction of the
main beam. (Fig. A5.19 A)
Install the cantilever of the Combihead
(7) up to the compensation area.
(Fig. A5.19 B)
A
7
B
7
B
7
2
In the system with the Drophead (1), the
Combihead (7) is always installed transversely if it is positioned under a cover
strip. As a result, the panels are prevented from slipping out of position.
(Fig. A5.19 C)
Fi g. A 5 .19
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
7
1
C
27
A5 Compensations
Triangular Frame SDR
150/75, 75/75
Form infill areas with inclined walls using triangular frames.
Forming the infills
1. Continue forming in the system as
long as possible.
2. Carry on forming operations with filler
panels as well as transversely
inserted panels – as for longitudinal
and transverse compensations.
3. Lay Triangular Frame (14) on the support (Main Beam, Prophead or Combihead, End Support). (Fig. A5.20)
4. Place the support on the wall side.
5. Install formlining and secure in position with nails.
14
Fig. A5.20
Longitudinal compensations
Secure filler plates with nails!
Drophead infills up to 2.25 m + 5 cm.
Prophead infills up to 2.25 m.
Length of room minus n x 2.30 m
(2.25 m) = compensation area.
See Tables: Fillers / Forming around
columns.
Forming longitudinal compensations
between 75 cm and 2.25 m
1. Continue forming with prop, Compensation Beam SLT 150 (2.5) and Panel
SDP (3) as in the standard bay.
(Fig. A5.21)
2. Depending on the required load-bearing capacity, continue forming with
filler panels. See PERI Tables.
3. Forming of gaps up to 75 cm, see
following pages.
Fig. A5.21
1,5 m
2,25 m (+5 cm)
31 1
2.5
≤ 75 cm
11
– Take into account the load-bearing
capacity and supporting direction of
the formlining. See PERI Tables.
– Timbers are securely nailed on the
panel inner side before panels are
assembled. Use the nail holes in the
panel edge struts.
28
Instructions for Assembly and Use – Standard Configuration
SKYDECK Panel Slab Formwork
A5 Compensations
Gap 0 – 6 cm
1. Place Combihead SCK (7) or Prophead SSK (6) in a recessed position
under the Main Beam SLT (2.5).
2. Nail Filler Timber SPH (12) or timber
up to max. 6 cm on the panel.
3. Install formlining (16) and secure with
nails. (Fig. A5.22 + A5.23)
Gap 5 – 12.5 cm
1. Place Main Beam SLT (2) on inset
prop with Combihead SCK (7) or
Prophead SSK (6).
2. Place additional props with transversely positioned Combiheads SCK
(7a) in an offset arrangement.
3. Install Filler Timber SPH (12) or Edge
Beam SRT (9).
4. Position the formlining and secure
with nails. (Fig. A5.24 + A5.25)
0 – 6 0 – 6
16
2.5
7
7 6
12
Fig. A5.23Fig. A5.22
5,1 – 12,4 5,1 – 12,4
12
7a
6
Components
1 Drophead SFK
2.5 Main Beam SLT 150
3 Panel SDP
6 Prophead SSK
7 Combihead SCK
9 Edge Beam SRT-2 150
11 End Support SSL
12 Filler Timber SPH
13 Timber
14 Triangular Frame
15 Additional prop with crosshead and
formwork girder
16 21 mm formlining provided by the
contractor
Fig. A5.24 Fig. A5.25
Offset prop arrangement.
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
29
A5 Compensations
Gap 12.5 – 20 cm
1. Mount Combihead SCK turned by
180° (7) or Prophead SSK in the main
beam support.
2. Install End Support, Filler Timber and
Edge Beam.
3. Install formlining and secure in position with nails. (Fig. A5.26 + A5.27)
Gap 20 – 75 cm
1. Install Main Beam in Drophead SFK
(1) (Fig. A5.31), with 180° turned
Combihead SCK (7) (Fig. A5.32) or
Prophead SSK (6) (Fig. A5.33).
2. Mount End Support (11) and Edge
Beam (9).
3. Position additional prop with crosshead and formwork girder (15).
4. Install formlining and secure in position with nails. (Fig. A5.28 – A5.30)
Fig. A5.26
12
7
12 – 20 12 – 20
16
9
11
6
Fig. A5.27
20.1 – 79.9
9
11
15
1
Fig. A5.28
Fig. A5.29
20.1 – 74.9
7
20.1 – 74.9
30
6
Fig. A5.30
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
A5 Compensations
Transverse compensations
Secure filler plates with nails!
Max. infills are 1.50 m.
Infills are calculated based on length of
room – n x 1.50 m.
See Tables: Fillers / Forming around columns.
Forming the infills
3a
75
≤ 1.50 m
≤ 75
Transverse infill between 75 cm and
1.50 m
1. Continue forming with prop, Main
Beam SLT 225 (2) and transversely-positioned panel (3). Close the
spacing to the next prophead with
Panel SDP 75 x 75 (3a).
(Fig. A5.31 + A5.32)
2. Depending on the required load-bearing capacity, continue forming with
filler panels. See PERI Tables.
3. Form gaps up to 75 cm; see following
pages.
– Take into account the load-bearing ca-
pacity and supporting direction of the
formlining. See PERI Tables.
– Timbers are securely nailed or
screwed on the panel inner side before panels are assembled. Use the
nail holes in the panel edge struts.
1 151
Fig. A5.31
3
3a
2
Components
1 Drophead SFK
3 Panel SDP
6 Prophead SSK
7 Combihead SCK
9 Edge Beam SRT-2 150
11 End Support SSL
12 Filler Timber SPH
15 Additional prop with crosshead and
formwork girder
16 21 mm formlining provided by the
contractor
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
Fig. A5.32
31
A5 Compensations
Gap 0 – 12 cm
1. Place Panel SDP (3) over the Main
Beam SLT (2) and secure with Panel
Wedge Clips (20). (Fig. A5.33 –
A5.35)
2. Nail Filler Timber SPH (12) or timber
(13) up to max. 6 cm on the panel.
(Fig. A5.35) Screw Filler Timber SPH
(12) or timber (13) up to max. 6 cm on
the panel. (Fig. A5.36)
3. Install formlining (16) and secure with
nails.
If panels (3) are placed over the main
beam (2), the panel edge can not laterally
stabilize the main beam.
Secure every main beam with a Panel
Wedge Clip SPKK to prevent
overturning!
Fig. A5.33
12
0 – 6
0 – 12
1616
33
13
2
2020
11
Fig. A5.34
2 3
20
Gap 5 – 12.5 cm
1. Position Combihead SCK (7) with cantilever in the direction of the infill.
2. Install Panel (3).
3. Install Edge Beam SRT-2 (9) or Filler
Timber SPH (12) in the Combihead
(7).
4. Install formlining (16) and secure with
nails. (Fig. A5.36)
32
Fig. A5.35
Fig. A5.36
5.1 – 12.4
16
9/12
3
7
Instructions for Assembly and Use – Standard Configuration
SKYDECK Panel Slab Formwork
A5 Compensations
Gap 12.5 – 25 cm
1. Position Combihead SCK (7) with cantilever in the direction of the infill.
2. Install Panel (3).
3. Install Edge Beam SRT-2 (9) or Filler
Timber SPH (12) in the Combihead.
4. Install formlining (16) and secure with
nails. (Fig. A5.37)
Alternatively
1. Place Panel SDP (3) over the Main
Beam SLT (2) and secure with Panel
Wedge Clip (20).
2. Screw Filler Timber SPH (12) or timber on the panel.
3. Position additional prop with crosshead (15) and formwork girder.
4. Install formlining (16) and secure with
nails. (Fig. A5.38)
Gap 25 – 75 cm
1. Mount the Panel SDP (3) in the Main
Beam (2).
2. Insert Edge Beam SRT-2 (9) in the
Main Beam.
3. Position additional prop with crosshead (15) and formwork girder.
4. Install formlining (16) and secure with
nails. (Fig. A5.39 + A5.40)
Fig. A5.37
12.5 – 24.9 12 – 24
9
3
7
20
16
12
12
20
1
Fig. A5.38
24 – 75
9
3
2
2
15
16
15
1
Components
1 Drophead SFK
2 Main Beam SLT
3 Panel SDP
6 Prophead SSK
7 Combihead SCK
9 Edge Beam SRT-2 150
12 Filler Timber SPH
13 Timber
15 Additional prop with crosshead and
formwork girder
16 Formlining
20 Panel Wedge Clip SPKK
Fig. A5.39
Fig. A5.40
3a
9
2
15
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
33
A6 Shuttering around columns
1 recessed panel
Maximum column dimensions
x = 55 cm, y = 138 cm.
Secure filler plates with nails!
Install Edge Beam SRT-2 150 vertically
(9) or Filler Timber SPH 150 (12).
During use, permissible loads must be
observed; see Tables: Fillers / Forming
around columns
Take into account the supporting
direction of the formlining.
Alternatively:
Install Edge Beam SRT-2 150 (9*) in a
suspended position. (Fig. A6.03)
Flatly position Filler Timber SPH or install timber (13) supplied by the contractor.
Fig. A6.01
Width of Influence
y
x
9/12
For 27 mm formlining: height of
timber = 47 mm.
Permissible widths of influence for
flat Filler Timber SPH, see Table A6.02.
Components
9 Edge Beam SRT-2 150
10 Edge Beam SRT-2 75
9* Edge Beam SRT 150, suspended
10* Edge Beam SRT 75, suspended
12 Filler Timber SPH
13 Timber
Fig. A6.02
Fig. A6.04
Fig. A6.03
y
x
13
9*
34
Instructions for Assembly and Use – Standard Configuration
SKYDECK Panel Slab Formwork
A6 Shuttering around columns
2 recessed panels
Maximum column dimensions
x = 65 cm, y = 138 cm.
Secure filler plates with nails!
y
x
10*
Install Edge Beam SRT 150 (9) vertically
at the panel edge. Insert Edge Beam
SRT 150 (9*) in a suspended position at
the column.
Likewise, insert Edge Beam SRT 75
(10*) in the Edge Beam (9*) in a suspended position. (Fig. A6.05 + A6.06)
Maximum column dimensions
x = 130 cm, y = 138 cm.
Depending on the slab thickness and
prop width, the transverse-positioned
filler plates are to be additionally supported, see Table A6.02.
Fig. A6.05
Fig. A6.06
9* 9/129/12
y
x
12
Insert Edge Beam SRT-2 150 (9*) in a
Fig. A6.07
suspended position. Lay Filler Timber
SPH 150 (12) in a flat position. Permissible widths of influence for flat Filler Timber SPH, see Table A6.02 on next page.
(Fig. A6.07 + A6.08)
With smaller cross-sections, form infill
areas with Panel SDP 37.5.
Take into account the supporting direction of the formlining.
Fig. A6.08
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
9*
35
A6 Shuttering around columns
3 recessed panels
Maximum column dimensions
x = 138 cm, y = 142 cm.
L
SPH
L
SPH
Secure filler plates with nails!
Install Edge Beam SRT-2 150 (9) vertically,
Edge Beam SRT-2 150 (9*) suspended,
Filler Timber SPH 150 (12) horizontally.
(Fig. A6.09, Fig. A6.10)
Fig. A6.09
Fi g. A 6 .10
y
x
12
9
129*
9
Additional Edge Beam SRT-2 150 (9)
required with:
Slab thickness
d [m]
≤ 0.20
Column side
y [m]
no additional SRT
0.25 ≤ 0.40
0.30 ≤ 0.70
0.40 ≤ 1.15
Table A6.01
For other slab thicknesses, the values
are interpolated linearly.
Take into account the supporting
direction of the formlining.
Permissible width of influence of flat Filler Timber SPH,
maximum deformation l/500
permissible width of influence Filler Timber SPH flat e
Slab thickness
with span L
100 80 60
SPH
[cm]
14 30 58 137
16 26 51 121
18 23 46 108
20 21 41 98
22 19 38 89
24 18 35 82
25 17 33 79
26 16 32 76
28 15 30 71
30 14 28 66
35 12 24 57
40 11 21 50
43 10 20 46
Table A6.02
SPH,fl at
[cm]
36
Instructions for Assembly and Use – Standard Configuration
SKYDECK Panel Slab Formwork
A6 Shuttering around columns
Recessed main beams
Secure filler plates with nails!
Secure props of the Edge Beam
SRT (**) with tripod!
Components
9 Edge Beam SRT-2 150
6 Prophead SSK
11 End Support SSL
Only used if moving the main beam axis
is not desired. (Fig. A6.11, Fig. A6.12)
Additional formlining support depending
on the situation on site.
Fi g . A6.11
9
**
11
9
6
9
6
Shifting the main beam axis
(Fig. A6.13)
Secure Main Beam SLT (**) props
that have been shifted with tripods!
In the area of the box out, screw timber
(13) on the panel as filler support.
Take into account the supporting
direction of the formlining.
Components
6 Prophead SSK
9 Edge Beam SRT-2 150
9* Edge Beam SRT 150, suspended
10 Edge Beam SRT-2 75
11 End Support SSL
12 Filler Timber SPH
13 Timber
Fi g. A 6 .12
Fi g. A 6 .13
Secure props by means of tripod.
**
13
**
9
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
37
A7 Horizontal bracing
Transfer of horizontal loads
into the columns of the
building
The horizontal loads according to DIN
EN 12812 are to be accommodated by
the building walls, columns or bracings.
SKYDECK is able to transfer these loads
into the building columns according to
Table A7.01 without requiring any additional bracing.
The prerequisite is that the building columns can accommodate the horizontal
loads according to the table.
At the edge of the slab, corresponding
loads, e.g. from the stopend formwork
pressure, platforms or wind, must be
separately anchored.
With a rectangular column grid, the
largest column spacing is decisive.
Slab thickness Panel span Maximum perm.
column grid
(building columns)
[cm] [cm] a [m] H [kN]
14 150 10.31 9.44
16 150 9.26 8.48
18 150 8.39 7.6 9
20 150 7.6 8 7. 0 3
22 150 7.07 6.48
24 150 6.56 6.00
25 150 6.32 5.79
26 150 6 .11 5.59
28 150 5.71 5.23
30 150 5.37 4.92
35 150 4.63 4.24
40 150 4.06 3.72
43 150 3.77 3.45
45 75 3.59 3.29
50 75 3.21 2.94
55 75 2.90 2.66
60 75 2.68 2.45
65 75 2.48 2.27
70 75 2.31 2.12
75 75 2.17 1.99
80 75 2.05 1.8 8
85 75 1.95 1.78
90 75 1.85 1.70
Horizontal load
per column
(building column)
Example
Slab thickness 30 cm, panel span 150
cm.
permissible column grid without
bracing the SKYDECK: = 5.37 m (a).
Horizontal load to be transferred: H =
4.92 kN.
This load must be verified by the structural engineer regarding the respective
column in the actual building condition.
(Fig. A7.01)
Tabl e A7.01
≤ a
≤ a
Fig. A7.01
38
Instructions for Assembly and Use – Standard Configuration
SKYDECK Panel Slab Formwork
A7 Horizontal bracing
General
– Do not access the forming area be-
fore the formwork has been horizontally anchored!
– Do not access the cantilevers be-
fore the bracing has been mounted in a form-fitting manner!
Formwork positioned on open building
edges or concreting sections, is to be
secured against horizontal loads by
means of bracing.
Cantilevers, e.g. on edge bay, must be
additionally vertically braced in order to
prevent any tilting.
Example calculation: see Transfer of
horizontal loads from a casting segment.
Bracing of the inner bay
– Maintain spacings
– Bays must be braced longitudinally
and horizontally
Schematic representation
Influencing area,
e.g. slab d = 25 cm.
Fig. A7.02
Longitudinal direction
Lateral direction
Assembly
1. Mount Base Plate on a sufficiently
load-bearing surface area, e.g. using
PERI Anchor Bolt 14/20x130, Item no.
124777. Take into consideration the
Technical Data Sheet!
2. Attach Anchor Chain to the panels:
– In the longitudinal direction, attach
Anchor Chain (23) to the Tension
Sleeve SAO (39). (Fig. A7.03)
– In the transverse direction, connect
panels to scaffold tube (31). Wrap
Chain (23) around the scaffold tube.
(Fig. A7.03a)
3. Secure Anchor Chain to Base Plate
using bolts, and secure bolts by
means of cotter pins. (Fig. A7.03b)
Components
23 Anchor Chain (permissible ten-
sion force = 3 kN)
24 Base Plate RS
24.1 Anchor Bolt PERI 14/20 x 130
31 Scaffold Tube
39 Tension Sleeve SAO
39
23
Fig. A7.03 Fig. A7.03a
24
31
23
Fig. A7.03b
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
24.1
39
A7 Horizontal bracing
Transfer of horizontal loads from a casting segment
Example 1
Open building edge on one side
Bracing in one building direction. (Fig. A7.05)
Values: see Table A14.01.
Requirements
– Load Case Combination LFK 1:
Concreting
– Load Case Combination LFK 2: Storm
– Slab thickness d = 25 cm
– Panel span = 1.50 m
– 1 edge area
– 9 inner bays
Number of chains
– The load case combination which re-
sults in the biggest value is decisive.
– Permissible horizontal component of
the tension load on the anchor chain
= 3 kN x cos 60° = 1.5 kN. (Fig. A7.04)
1.50 kN
3.00 kN
60°
Fig. A7.04
2.60 kN
Calculation
Load Compilation LFK 1 Concreting
1 x H
edge area + 9 x H
load
inner bay = ∑H
load
2.447 kN + (9 x 0.54 kN) = 7.307 kN
Load Compilation LFK 2 Storm
1 x H
edge area + 9 x H
load
inner bay = ∑H
load
1.291 kN + (9 x 0.033 kN) = 1.588 kN
Number of chains
∑H = 1.588 kN < 7.307 kN
LFK 1 Concreting is decisive
= ∑H / perm. tension force of chain
n
chain
= 7.31 kN : 1.5 kN = 4.87 chains = 5 chains
2.447 0.54 0.54 0.54 0.54 0.54 0.54 0.54 0.54 0.54 kN
Cycle joint
Chain 1 Chain 2 Chain 3 Chain 4 Chain 5
Fig. A7.05
2.447 kN 0.54 kN0.54 kN0.54 kN
60°
Fig. A7.06
Load
Slab
thickness
[cm]
25 7.83 1.430 0.715 0.540 0.270 2.447 1.224 0.033 0.016 1. 291 0.645
Excerpt from Table A14.01
according
to DIN
EN 12 812
[kN/m²]
Horizontal Load
c = 1.50 m c = 0.75 m
from
stopend
formwork
pressure
edge area
from
stopend
formwork
pressure
Load Case Combination LFK 1: Concreting*
[kN]
Horizontal Load
Panel span
c = 1.50 m
[kN] Horizontal Load
inner bay
Panel span
c = 0.75 m
Panel span
c = 1.50 m
edge area
Panel span
c = 0.75 m
Load Case Combination LFK 2: Storm**
[kN] Horizontal Load
Panel span
c = 1.50 m
inner bay
Panel span
c = 0.75 m
[kN]
Horizontal Load
Panel span
c = 1.50 m
[kN]
edge area
Panel span
c = 0.75 m
40
Instructions for Assembly and Use – Standard Configuration
SKYDECK Panel Slab Formwork
A7 Horizontal bracing
Example 2:
Open building edge on both sides
Bracing in both building directions. (Fig. A7.08)
Values: see Table A14.01.
Requirements
– Load Case Combination LFK 1:
Concreting
– Load Case Combination LFK 2: Storm
– Slab thickness d = 25 cm
– Panel span = 1.50 m
– 2 edge areas
– 8 inner bays
Number of chains
– The load case combination which re-
sults in the biggest value is decisive.
– Permissible horizontal component of
the tension load on the anchor chain
= 3 kN x cos 60° = 1.5 kN. (Fig. A7.04)
1.50 kN
3.00 kN
60°
Fig. A7.04
2.60 kN
Calculation
Load Compilation LFK 1 Concreting
2 x (H
edge area − stopendformwork pressure*)
load
+ (8 x H
inner bay) = ∑H
load
2 x (2.447 kN − 1.43 kN) + (8 x 0.54 kN) = 6.354 kN
Load Compilation LFK 2 Storm
2 x H
edge area + (8 x H
load
inner bay) = ∑H
load
2 x 1.291 kN + (8 x 0.033 kN) = 2.846 kN
Number of chains
∑H = 2.846 kN < 6.354 kN
LFK 1 Concreting is decisive
= ∑H / perm. tension force of chain
n
chain
= 6.54 kN : 1.5 kN = 4.236 chains = 5 chains per load direction
2.447
1.4 3 1.4 3
Chain 1 Chain 2 Chain 3 Chain 4 Chain 5
Fig. A7.07
0.540.540.540.540.540.540.540.54 2.447 kN
Fig. A7.08
1.02 kN*
1.4 3 k N
2.447 kN
60°
1.4 3 k N
2.447 kN
0.54 kN 0.54 kN0.54 kN
1.02 kN*
1.4 3 k N
2.447 kN
*The stopend formwork pressure is already included in Load Case Combination
=
1.02 kN
LFK 1 for edge areas. Through reciprocal elimination on both sides of the
open building edge, this value must be deducted from both sides.
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
41
A8 Cantilevers, Guardrails
Bracing on open building
edges to prevent tipping
39
Horizontal loads must be additionally taken into consideration and
transferred, e.g. with bracing; see
Sect i o n A7.
Cantilevers with Panels SDP
Mount Tension Sleeve SAO (39) on
main beam. Distance to inner prop max.
50 cm. Brace using Anchor Chain (23),
Base Plate (24) and Anchor Bolt (24.1).
(Fig. A8.01)
Max. slab overhang: 37.5 cm.
Cantilevers with SKYDECK
Platforms SDB
(Fig. A8.02 + A8.03) See Cantilevers
with Panels SDP.
Corner table:
The Main Beams SLT “A + B” receive
2-fold horizontal load from the wind and
1-fold load from the stopend formwork
pressure. Additional bracing is required.
Fig. A8.03 shows only bracing from
Load Case Tilting.
Take into account Section A9
SKYDECK Platforms!
Fig. A8.01
Fig. A8.02
90°
≤ 54
2.25 m
90°
≤ 50
2.25 m
39
23
24
24.1
23
24
24.1
≤ 3 7. 5
≤ 3 7. 5
Components
23 Anchor Chain (permissible ten-
sion force = 3 kN)
24 Base Plate RS
24.1 Anchor Bolt PERI 14/20 x 130
39 Tension Sleeve SAO
45 SKYDECK Platform SDK
45c
45a B
45a
Fig. A8.03
42
≤ 37,5 cm
A
≤ 37,5 cm
45c 45b
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
A8 Cantilevers, Guardrails
Guardrails with Handrail
Unit SD
– SD 75
– SD 150
The SKYDECK Handrail Unit SD secures
site personnel working on a casting segment against falling in the main field direction.
Risk of falling!
During assembly of the Handrail
Unit, measures must be taken to
prevent falling, e.g. PPE!
Assembly
A free length of at least 35 cm must be
available on the main beam in order to
be able to mount a Handrail Unit SD.
(Fig. A8.04a)
1. Pull lug (25.1) upwards. (Fig. A8.07)
2. Move the Handrail Unit SD (25) firstly
in the direction of the building edge
(l.)and then downwards (ll.)
(Fig. A8.04a)
3. Place Handrail Unit SD with the hooks
(25.2) between the two teeth (2.2)
which are free on the main beam.
The lug falls downwards. Hooks
engage and are secured. If the lug
is not completely down, then press
lug (25.1) downwards by stepping
on it. (Fig. A8.05) The Handrail Unit
is installed. (Fig. A8.06)
Fig. A8.04
II.
Fig. A8.04a
25
I.
≥ 35 cm
Main bay direction
25
25.1
25.2
Fig. A8.05
2.2
– Is the lug completely folded down?
– Do the hooks enclose the teeth of the
main beam? (Fig. A8.05)
Dismantling
1. Pull lug (25.1) upwards. (Fig. A8.07)
Hooks are released.
2. Lift out Handrail Unit SD (25) and
place in Pallet Handrail Unit SD 150 x
75.
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
Fig. A8.06
Fig. A8.06a
25.2
25.1
Fig. A8.07
43
A8 Cantilevers, Guardrails
SKYDECK Guardrail Holder
SGH and Guardrail Post
SGP
Risk of falling!
During assembly, measures must be
taken to prevent falling, e.g. PPE!
Assembly
Continuous mounting of Guardrail Holder SGH (17) between the panels. To do
so, place the guardrail holder laterally
offset on the main beam and slide in.
Spacing max. 1.55 m.
Wind safeguard measure: with wind
speeds > 90 km/h, remove the top
guardrail board. Adapt working area accordingly to suit changed guardrail situation.
After the last row of panels, mount the
Guardrail Holder SGH for the End Guardrail Frame on all main beams:
1. Start with the guardrail holder on the
outer right-hand side (17.1) – as
viewed when standing in front of the
formwork. Mounting bar is pointing to
the left.
2. Mount all other guardrail holders (17)
with the mounting bar pointing to the
right. (Fig. A8.09) The mounting bars
overlap in the first bay.
3. Insert guardrail posts (18).
4. Insert guardrail boards and secure
with nails. (Fig. A8.10)
Components
Fig. A8.09
Fi g. A 8 .10
18
17
17
17.1
17
17 Guardrail Holder SGH
18 Guardrail Post SPG
20 Panel Wedge Clip SPKK
44
Instructions for Assembly and Use – Standard Configuration
SKYDECK Panel Slab Formwork
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
45
A9 SKYDECK platforms
Overview
The SKYDCK Platform SDB is a prefabricated, foldable scaffold platform for
use as working scaffold following DIN
EN 12811, Load Class 2, with a permissible load of 1.5 kN/m² (150 kg/m²). It
secures the open buiding edges of the
SKYDECK slab formwork.
Assembly of the slab formwork in connection with SKYDECK Platform SDB is
carried out in four areas. ( I – IV)
The sequence must be maintained.
(Fig. A9.01)
Risk of falling!
– Ensure that end-to-end side pro-
tection is installed on slabs that
have been completed!
– Cantilevers should not have form-
work erected or be stepped on before being firmly secured with tension chains.
– Work to be carried out by qualified
personnel only!
When using SKYDECK platforms, no
safety scaffold is required for the levels
below.
SLT 375 SLT 225
SDB 300SDB 300SDB 150SDB 150
II
Inner
platform
I
IV
SLT 225
III
Outer
platform
SLT 375
Fig. A9.01
46
Corner table
SDB 300 SDB 300 SDB 150 SDB 225
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
SPKK (20)
SLT 375
A9 SKYDECK platforms
Corner table (Area l)
Risk of falling!
Ensure that end-to-end side protection is installed on slabs that have
been completed!
Begin forming operations on a free
building corner.
The corner table is assembled on the
previously concreted slab in the inside
of the building. Subsequently, position
in the corner (Area I) and secure against
tipping. (Fig. A9.01)
Frame assembly
1. Spindle out the MULTIPROP Props
MP (35) 3 cm on a narrow side. The
two props opposite (35.1) are not
spindled out. As a result, the height
difference resulting from the different
installations of the main beam is compensated. The exact height adjustment takes place later.
2. Four MULTIPROP Props are placed in
a 1.50 m x 2.25 m grid with the spindles (inner tube) downwards and
formed into a base frame using
MULTIPROP MRK 150 (36) and
MRK225 (36.1) Frames. (Fig. A9.02)
Mount the frame at the same level
above the slab. Locking wedges
(36.2) are facing outwards.
3. Attach two Propheads SSK (6) on the
extended props.
Assembly of the main beams
1. Insert each Main Beam SLT 375 into
a main beam groove:
– Use two Bolts M12 x 140 DIN 6914
for fixing timbers 8/12.
– 2 x Table Connector STV (38).
– Sequence and alignment of bolts
and table connectors: see
Fig. A9.03.
2. Mount Main Beam SLT 375 (2.6) and
set the beam down on the front prop.
3. Push the Table Connector STV up to
the MULTIPROP Props and make a
secure connection by tightening the
ring bolts. (Fig. A9.03a)
36 3 6 .1 35 .1
35
3
Fig. A9.02
Main Beam Support SSK (shown without table
connector).
Fig. A9.03
Components
2.6 Main Beam SLT 375
6 Prophead SSK
35 MULTIPROP Prop MP
36 MULTIPROP Frame MRK
37 Bolt M12 x 140
38 Table Connector STV
3
0
0
Afterwards, mount the
Table Connector STV.
6
37
36.2
37
38
38
2.6
38
Fig. A9.03a
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
47
A9 SKYDECK platforms
4. Insert two SAO Tension Sleeves
approx. 1 m in each of the grooves of
3 Main Beams SLT 375. Tension
sleeves later lie between the two bottom main beams.
5. Position Main Beams SLT 375 (2.6)
transversely with 1.50 m spacings on
the already assembled main beams.
At the rear, all three beams have an
overhang of 37.5 cm. The first beam
is laterally inset 37.5 cm on the lower
beam.
6. Insert additional Tension Sleeves SAO
(39) on both sides as far as the bottom main beams.Push the previously
mounted tension sleeves inwards
against the bottom main beams.
(Fig. A9.04a)
7. Connect the beams together by tightening the tension sleeves.
Mounting the timbers
Timbers are required for load distribution when directly reaching under with
the transportation fork.
1. Attach 2 timbers with min. 8/12/225
(40) (supplied by contractor) to the
hex. bolts using nuts and washers.
(Fig. A9.04)
2. Diagonally brace the timbers.
Fig. A9.04a
Fig. A9.04
39
2.6
40
12
37
Insert panels
The first row of panels (3) is moved
37.5 cm and begins in the centre aligned
to the first bottom main beams.
1. Insert the SDP 150 x 75 panels from
below and secure to the main beams
with two SPK Panel Clamps per
panel.
2. The middle panels are additionally
fixed to the front outer panels using
two Panel Wedge Clamps SPKK
each.
3. On the side cantilevered slab edge:
install the Guardrail Holder SGH.
4. Mount Guardrail Posts SGP and handrail boards as anti-fall protection.
(Fig. A9.05)
Components
2.6 Main Beam SLT 375
17 Guardrail Holder SGH
20 Panel Wedge Clip SPKK
21 Panel Clip SPK
37 Bolt M12 x 140
39 Tension Sleeve SAO
40 Timber
Fig. A9.05
20 21
3
17
48
Instructions for Assembly and Use – Standard Configuration
SKYDECK Panel Slab Formwork
A9 SKYDECK platforms
Supporting the top main beams
1. Insert Table Connector STV into the
longitudinal grooves of the top main
beams (2.6) which are later positioned in the building.
2. Fix 2 MULTIPROP Props MP (35)
1.50 m from the cantilevered girder
end using the Table Connector STV
(38).
3. Brace the MULTIPROP Props MP
with MULTIPROP Frame MRK 150
(36).
4. Connect the Frames MRK 150 to the
Frames MRK 225 (36.1) with at least
one scaffold tube L = 2.25 m (31) and
three scaffold couplings. (Fig. A9.06)
5. Mount the inner SKYDECK Platform
SDB (45). (Fig. A9.06a)
6. Insert Panels SDP.
2.6 2.6
38
35
36
31
Position corner table
Follow Instructions for Use,
SKYDECK Lifting Fork!
1. Raise the corner table using the
SKYDECK Transportation Fork and
extend the Props MP to the required
length.
2. Position the corner table at the corner
of the building so that the front
MULTIPROP Props MP (35) are as
close as possible to the edge of the
building. (Fig. A9.06a)
Risk of falling!
– Do not erect formwork or step on
corner table before the tension
chains are securely fixed.
– Do not close the filler areas until
the corner table has been securely
fixed and SKYDECK platforms
have been attached.
Components
Fig. A9.06
Corner column
35
36
31
35
45
Building edge
Fig. A9.06a
2,25 m
Kantholz
2.6 Main Beam SLT 375
31 Scaffold Tube
35 MULTIPROP Prop MP
36 MULTIPROP Frame MRK
38 Table Connector STV
45 SKYDECK Platform SDK
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
49
A9 SKYDECK platforms
Tensioning the corner tables
Use anchor chains for securing the tables to the floor.
1. Attach one tension chain (23) to the
outer Table Connector STV (38) on
each of the bottom Main Beams
SLT 375, and diagonally tension.
2. Attach one tension chain (23.1) to the
Tension Sleeve SAO to the first top
and inner-positioned Main Beam SLT
375, and diagonally tension.
3. On the middle, top main beam, attach
two tension chains to the Tension
Sleeves SAO. Diagonally (23.2) tension the first tension chain; the second tension chain (23.3) is vertically
tensioned. (Fig. A9.07 + A9.07a)
38
23.1
23
23.2
23.3
Risk of falling!
During assembly, measures must be
taken to prevent falling, e.g. PPE!
4. Mount the SKYDECK Platform SDB
(45): see A9 Platform installation.
5. Close the filler areas: see A5 Compensations and A6 Shuttering of
columns.
Fig. A9.07
Edge of building
38
Scaffold coupling
MRK 150
additional propPropadditional prop
2323
38
23.1
38
Components
23 Tension chain
38 Table Connector STV
45 SKYDECK Platform SDK
50
45
Fig. A9.07a
Corner column
23.2
23.3
Filler area
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
A9 SKYDECK platforms
Cantilevers (Area ll)
3 3 3a 3
max. Z = 3.0 kN
Risk of falling!
– Ensure that end-to-end side pro-
tection is installed on slabs that
have been completed!
– Do not erect formwork or step on
cantilevered tables before the tension chains are securely fixed.
Continue forming after erecting the corner table (Area I) in Area II with main
beams. Main beams are laid parallel to
the upper beams of the corner table.
Start shuttering at the edge of the slab.
1. Place prop with Drophead SFK (1) at
slab edge and secure with tripod.
2. Connect Main Beam SLT 375 (2.6)
and support by means of a second
prop with Prophead SSK (6) after
2.275 m at the edge of the building.
(Formed exclusively with prophead;
position front prop at a distance of
2.25 m).
3. Mount Tension Sleeve SAO (39) in
the main beam groove. Distance
≤50 cm from the non-cantilevered end.
4. Attach tension chain (23) with turnbuckle to the eye at the top, and
anchor to the ground by means of a
base plate (24). (Fig. A9.08)
5. From below, bay by bay immediately
install 3 Panels 150 x 75 (3) and 1
Filler Panel 150 x 37.5 (3a) as far as
the platform support (2.7) of the Main
Beam SLT 375. For example, with
the PERI Stripping Cart ASW 465.
23
24
Fig. A9.08
Connection
Main Beam
Support
SFK
Fig. A9.09
60° – 9 0°
1
39
≤ 50
2,275 m*
*with the installation of Frames MRK 230 or
MRK 225: turn the Prophead SSK by 45°.
2.6 2.7
6*
Side protection
37, 5
– Depending on the thickness of the
slab, position additional props and
girders at corresponding distances.
– In those areas where the 1.50 m grid
is interrupted by columns etc.,
a75cm bay may be installed. Ten sionSleeves SAO are used to secure
– Are the props in line with the props of
the corner table? (Fig. A9.08)
– Is the Main Beam SLT mounted cen-
trally in the beam support of the
heads? Does the main beam connection enclose the main beam support
of the head? (Fig. A9.09)
against tipping.
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
Components
1 Drophead SFK
2.6 Main Beam SLT 375
2.7 Platform Support
3 Panel SDP 150 x 75
3a Panel SDP 150 x 37.5
6 Prophead SSK
10 Edge Beam SRT
19 Timber
20 Panel Wedge Clip SPKK
23 Tension chain
24 Base Plate RS
39 Tension Sleeve SAO
51
A9 SKYDECK platforms
Open edge areas (Area lll)
Start shuttering on structural constraint
points (e.g. wall, casting segment) and
work towards the corner table, Area II.
Slab area (Area lV)
When all edge areas are formed, the
slab surface Area IV is formed in the
usual way with SKYDECK.
Regarding the tightness of the panel
joints, e.g. for casting segments/setting
of stopends, push the panels tightly
together and secure on the last main
beam with Panel Wedge Clips SPKK (20).
Components
2 Main Beam SLT 225
2.6 Main Beam SLT 375
10 Edge Beam SRT
19 Timber
20 Panel Wedge Clip SPKK
45 SKYDECK Platform SDB 300
46 SKYDECK Platform SDB 150
47 SKYDECK Platform SDB 225
Infill areas
Risk of falling!
– Do not erect formwork or step
on cantilevered tables before the
tension chains are securely fixed.
– When lingering on the slab form-
work, measures must be taken to
prevent falling, e.g. PPE.
– Clearly mark unsecured building
edges!
Close infill areas in the inner area, close
infill areas at unsecured building edges
after the platforms have been installed.
19
10
20
Fi g. A 9 .10
Fi g . A9.11
52
20
III
2
2.62.62.6 45 46 47
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
A9 SKYDECK platforms
Platform installation
Risk of falling!
– Cantilevers should not have form-
work erected or be stepped on before being firmly secured with tension chains.
– When lingering on the slab form-
work, measures must be taken to
prevent falling, e.g. PPE.
– Clearly mark unsecured building
edges!
Begin with the platform assembly in
one area in which there is no risk of
falling to the rear or at the side (e.g.
Area II, see Ground Plan Fig. A9.01).
1. With the help of the Erection Aid
SSH, access the recess of the platform decking and pull the platform
out from its safe position. (Fig. A9.12)
2. Move the platform into position at an
angle from above in front of the last
panel onto the cantilevered main beam.
3. By further lowering the platform, positive assembly is carried out:
– The slide (45.1) on the underside of
the platform is secured when positioned in the platform support (2.7) on
the Main Beam SLT 375. (Fig. A 9.12a)
The platform is locked in position
and secured against tipping.
– The slide safety device locks into
the teeth of the main beam.
The platform is secured against
moving in the longitudinal
direction of the beam.
4. Detach both crane hooks. Site personnel must wear personal protection
equipment (PPE) to prevent falling!
– Crane eye swivels downwards and
the securing hook grips under the
self-draining edges of the main
beam. If necessary, press down
the crane eye.
The platform is additionally
secured against tipping and
lifting. (Fig. A9.12b)
5. Install other platforms in the same
way with the shuttering aid.
6. Close infill areas < 75 cm using contractor’s own resources, e.g. scaffold
planks 24 x 4.5 cm.
Shuttering Aid
SSH
Fi g. A 9 .12
Anti-slip device
2.7
Fig. A9.12a Fi g. A 9 .12 b
45.1
7. Handrails for infill areas are created
using handrail boards 3 x 15 cm and
toe boards (use nail holes in platform
guardrails) or standard couplings and
scaffold tubes.
For difficult assembly situations, e.g.
wind, guide the platform with 2 shuttering aids. (Fig. A9.13)
Fi g. A 9 .13
Securing hook
Self-draining
edges
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
53
A9 SKYDECK platforms
Striking
Risk of falling!
When attaching the platforms to the
crane lifting gear, site personnel
must wear personal protection
equipment (PPE) to prevent falling.
Open edge areas
1. Strike the SKYDECK slab formwork in
Area IV, see ground plan Fig. A9.01,
in the direction of the slab edge up to
the last but one bay of the cantilevered edge area.
2. Important: do not lower the props (1c,
35) of the cantilevered Main Beams
SLT 375 (2.6), do not release the
bracing!
3. Lower the dropheads or props (1a, 1b).
4. Strike the panels and main beams in
the last but one standard bay (A).
(Fig. A9.15). Do not strike bays B + C yet!
5. Mount end-to-end side protection on
slabs that have been completed.
6. Attach 2-sling lifting gear to crane
eyes of the platform decking.
The securing hook is released.
7. The platforms are now moved to the
next place of use. (Fig. A9.14)
8. Loosen the tension chains in the edge
area (bays B + C), lower the dropheads or props, remove panels and
main beams.
Corner table
1. If this has not already been done:
mount end-to-end side protection on
slabs that have been completed.
2. Raise the external and internal platforms.
3. Move the SKYDECK Transportation
Fork under the timbers of the table.
4. Loosen the tension chains on the corner tables.
5. Retract the MULTIPROP Props MP.
Inareas with parapet walls, continue
to retract or remove the props.
6. Lower the corner table.
7. Remove the infill area around the columns.
8. Move the table horizontally in the
direction of Area III.
Components
1 Drophead SFK
2.6 Main Beam SLT 375
2.7 Platform Support
23 Tension chain
24 Base Plate RS
35 MULTIPROP Prop MP
45 SKYDECK Platform SDK
Fi g. A 9 .15
54
Fi g. A 9 .14
A B C 352.6
1b1a 1c
Instructions for Assembly and Use – Standard Configuration
Crane eyes
1,30 m
29,5
SKYDECK Panel Slab Formwork
A9 SKYDECK platforms
Working and safety scaffold
Use the SKYDECK Platform SDB 300
for longer slab sections.
Also for corner tables, the Platform SDB
300 can be used instead of the Platform
SDB 150.
Use the Platform SDB 225 as a compensation platform.
The Platform SDB 225 has 4 slides on
the underside. This means the platform
can therefore cantilever to the right or
the left by 75 cm if required. This is necessary to accommodate interruptions
such as columns, offset walls or at an
external wall. (Fig. A 9.16)
The various platforms in use form a
working and safety scaffold according
to DIN 4420, Part 1.
With 1.30 m platform width they fulfil
the safety scaffold requirements for a
maximum 3.0 m falling height, which is
required for the construction of supports or columns. (Fig. A 9.17)
1.50
2.25
Fi g. A 9 .16
Slide
Slide
DIN 4420 T1, Table 1:
to
min.
2,00 3,00
0,90 1,3 0
Falling height H [m]
Min. spacing B [m]
Do not assemble push-pull props on the
platform nor store materials!
(Fig . A 9 .17a)
Take into account the permissible load
2
of 1.5 kN/m² (150kg/m
)!
H
B
Fi g. A 9 .17 Fig. A9.17a
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
55
A10 Changing direction
System with Prophead SSK
If the Prophead SSK is used in the main
bay, then the Transition Head SDFK (26)
is to be used when changing direction.
Mount the Transition Head SDSK with
the two bolts and nuts (26.1) – which
are included in the delivery – on the slab
props.
During assembly of the prophead ensure that group of nuts (26.1) point towards the support of the MULTIPROP
Props. Otherwise, overlapping may occur between the nuts and weld seam.
Changing the main bay direction
by90°
With the change in direction, the main
bays are turned 90° without having to
assemble a new system.
As a result, T- and L-shaped ground
plans are possible.
The change of direction is realized using
the Main Beams SLT 150 in the outer
row of the main bay.
Fig. A10.01
Starting bay of the trans-
verse bay direction
6
A
6 3
26
26.1 26.1
X
6
2
26
2
1.50 m
2.5
1.50 m
A
26
B
B
Main bays
Main bay direction
– The Transition Head SDSK with
the two bolts and nuts (26.1) –
which are included in the delivery
– must be mounted on the slab
prop.
– The Prophead SDSK for changing
direction must be used with 3
Main Beams SLT!
Overview
(Fig. A10.02)
Assembly of main bay direction
Assemble slab formwork in the direction of the main bay with slab props,
Prophead SSK (6), Main Beam SLT 225
(2) and Panels SDP (3): see Section A4
Shuttering.
6
Fig. A10.0 2
Section A-A
6
Fig. A10.02a
3
Transverse bay direction
2
2.5
26
2.5
26
2
6
56
Instructions for Assembly and Use – Standard Configuration
SKYDECK Panel Slab Formwork
A10 Changing direction
Changing direction
Main bay direction
1. Install slab prop with Prophead SDSK
(26) with a spacing of 1.50 m and
secure with tripods.
2. Mount Main Beam SLT 150 (2.5) –
instead of SLT 225.
(Fig. A10.02 + A10.02a)
Transverse bay direction
3. Continue assembling in the direction
of the transverse bay with slab prop,
Prophead SSK (6) and Main Beams
SLT: see Section A4 Shuttering. (Fig.
A10.02 + A10.03) Secure slab props
with tripods.
4. Install Panels SDP 150 x 75 (3) in the
direction of the transverse bay.
(Fig. A10.02)
5. If a gap occurs with the Panel SDP
between the transverse bay direction
and main bay direction, this is closed
using filler timber (12) and filler plates
(16). (Fig. A10.04)
Required components per change of
direction bays
Detail X
without filler timber
Transverse bay direction
2
Fig. A10.0 3
Section B-B
with filler timber
Transverse bay
3
direction
2.5
26
Main bay direction
16
2.5
12
26 Prophead SDSK* 1x
26.1 Bolt M12 with MP Nut 2x
6 Prophead SSK 1x
2.5 Main Beam SLT 150 1x
2 Main Beam SLT 225** 1x
3 Panel SDP** x
12 Filler Timber SPH 1x
16 Filler plate 1x
* Transition Head SDSK
** Depending on size of bay or plan
2
Fig. A10.0 4
2.5
26.1
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
57
A10 Changing direction
System with Drophead SFK
If the Drophead SFK is used in the main
bay, then the Transition Head SDFK (27)
is to be used when changing direction.
It consists of a Drophead (27.1) and Connector (27.2).
Changing the main bay direction by
90°
With the change in direction, the main
bays are turned 90° without having to
assemble a new system.
As a result, T- and L-shaped ground
plans are possible.
The change of direction is realized using
Main Beams SLT, additional slab props
with Transition Head SDFK in the outer
row of the main bay as well as the
Frame MRK.
Required components per change of
direction bays
1 Drophead SFK 1x
2 Main Beam SLT 225 1x
2a Main Beam SLT 150 / 225 1x
3 Panel SDP 150 x 75 1x
3.1 Panel SDP 150 x 37.5 1x
9 Edge Beam SRT 150 1x
11 End Support SSL 1x
12 Filler Timber SPH 1x
16 Filler plate 1x
27.1 Drophead SDFK* 1x
27.2 Connector SDFK* 1x
30 Tripod 1x
Fig. A10.0 5
A
2
Starting bay of the trans-
verse bay direction
2
1,50 m
2
Transverse bay
direction
27.1
1a
1b
1
27.2
1.50 m
30
2a
B B
30
2a
2a
3.1
27
Main bays
1
27, 11
X
27, 11
1
2
16
27, 11
11
1
2
A
Main bay direction
* Transition Head SDFK
Overview
(Fig. A10.06 + A10.06a)
Assembly of main bay direction
Assemble slab formwork in the direction of the main bay with slab props,
Drophead SFK (1), Main Beam SLT 225
(2) and Panels SDP (3): see Section A4
Shuttering.
58
Fig. A10.0 6
Section A-A Change in direction in the edge bay with
Main Beam SLT 375
33a 3 3 .1 9/12
2
2.5
11
30
Fig. A10.0 6a
Instructions for Assembly and Use – Standard Configuration
SKYDECK Panel Slab Formwork
A10 Changing direction
Changing direction
Main bay direction
1. Insert the Connector (27.1) with the
groove bolt into the Main Beam SLT
225 (main bay) and tighten by hand.
(Fig. A10.07)
2. Mount the Transition Head SDFK
(27.2) individually or with the slab
prop in the connector. (Fig. A10.07a)
3. Mount the second Drophead SDFK at
a distance of 1.50 m. (Fig. A10.06)
2
27.1
27.2
Fig. A10.07aFig. A10.07
First transverse bay 1.50 m x 1.50 m
4. Position one slab prop with Drophead
SFK (1a) in the direction of the transverse bay. (Fig. A10.06)
5. Position second slab prop with Drophead SFK (1b) and secure slab props
with tripods (30). (Fig. A10.06)
6. Mount Main Beam SLT 150 / 225 (2a)
in the Dropheads. (Fig. A10.06,
A10.0 8, A10.08a)
Additional transverse bays
Assemble additional transverse bays in
the same way as the first transverse
bay along the Main Beam SLT 225. (Fig.
A10.0 6)
– Spacing (bay width) 1.50 m,
– without Frame MRK,
see Section A4 Shuttering.
Install Panel SDP:
Insert panels in the direction of the main
bay.
1. Insert Panel SDP 150 x 75 (3a).
2. Insert Filler Panel SDP 150 x 37.5 (3.1).
3. Fix End Support SSL (11) to the Main
Beam SLT in the filler area. Install
Edge Beam SRT 150-2 (9) as well as
Filler Timber SPH 225 (12) and filler
plates (16), see Section A5 Infills.
(Fig. A10.06, A10.06a, A10.08a)
Transverse bay
direction
2a
2a
Main bay direction
27
Transverse bay direction
9
16
11
27
11
Detail X
2
without filler timber
Fig. A10.0 8
1
12
9
Section B-B
with filler timber
Fig. A10.0 8a
Continue assembling the transverse
bays
Assemble transverse bay with slab
props, Drophead SFK (1), Main Beam
SLT 225 (2) and Panels SDP (3), see
Section A4 Shuttering.
If a Drophead SDFK encounters the position of a Drophead SFK in the direction
of the main bay, a 75 cm intermediate
bay is to be installed. After this, installation continues with spacings of 1.50 m.
(Fig. A10.09)
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
1.50 m1.50 m 0.75
Fig. A10.0 9
59
A11 Inclined slabs
The Main Beam SLT must be positioned
in the direction of the slab inclination.
Align Props with Drophead SFK at
right-angles to the Main Beams SLT
225.
The use with Prophead SSK is also possible. (Fig. A11.01)
α = 60°
39
β
90°
When using PEP Slab Props, the Drophead SFK is diagonally bolted by means
of 2 Bolts M12 x 35-8.8 and Nut M12.
Tension forces and prop loads: see Table A15.01.
Bracing with Tension Sleeve
SAO and Chain 3.0 kN
Assembly
1. Set up first bay with tripods or Frame
MRK.
2. Mount Base Plate (24) on a sufficiently load-bearing surface area, e.g.
using PERI Anchor Bolt 14/20x130,
Item no. 124777. Take into consideration the Technical Data Sheet!
3. Screw on Tension Sleeve SAO (39) to
Main Beam SLT.
4. Attach Anchor Chain (23) to Tension
Sleeve SAO (39).
5. Secure Anchor Chain to Base Plate
using bolts, and secure bolts by
means of cotter pins.
6. Tension Anchor Chain. (Fig. A11.01)
23
24
Fi g . A11. 0 1
Components
23 Anchor Chain (permissible ten-
sion force = 3 kN)
24 Base Plate RS
24.1 Anchor Bolt PERI 14/20 x 130
39 Tension Sleeve SAO
60
Instructions for Assembly and Use – Standard Configuration
SKYDECK Panel Slab Formwork
A11 Inclined slabs
Bracing with Tension Unit SD
Bracing angle α selection: see Table
A15.0 2.
Tension forces and prop loads: see
Tables A15.03 – A15.08.
Assembly
1. Position slab prop with tripod.
2. Place the Tension Unit Upper Part
(41.1) on the end plates of the Main
Beam SLT (2.8) and attach the Main
Beam to the Drophead SFK.
(Fig. A11.03)
3. Swivel up the Main Beam with the
second slab prop. Tension Unit must
lie on the end plates of the Main
Beam SLT.
4. Mount Base Plate (24) on a sufficiently load-bearing surface area, e.g.
using PERI Anchor Bolt 14/20x130,
Item no. 124777. Take into consideration the Technical Data Sheet!
5. Insert the Tie Yoke of the Tension
Unit Upper Part onto the Tie Rod
(41.3), secure with the Hex. Nut
SW30/50 (42), and attach to the
Tension Unit Upper Part.
(Fig. A11.03 + A11.04)
6. Fix Tension Unit Lower Part (41.2) to
the Base Plate by means of bolts, and
secure bolts using cotter pins.
(Fig. A11.02)
7. Insert Tie Yoke of the Tension Unit
Lower Part onto the Tie Rod, secure
with Triple Wingnut DW 15 (43), and
attach to the Tension Unit Lower Part.
(Fig. A11.05 + A11.06)
8. Tension the Tension Unit using a Triple
Wingnut.
Components
41.1
Fi g . A11. 0 2
2.8
Fi g . A11. 0 3
41.3
41.1
β
β
90°
α
licht
h
41.2
24
41.1
42
41.3
Fi g . A11. 0 4
43
41.2
Fi g . A11. 0 5
24 Base Plate RS
24.1 Anchor Bolt PERI 14/20 x 130
41 Tension Unit SD
Fi g . A11. 0 6
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
61
A12 Striking
Setting times: see Tables!
Keep access ways free!
Dismantling takes place from a safe and
secure position, e.g. with PERI Stripping
Cart ASW 465.
Lowering
– Lower dropheads over large area. Re-
lease wedges with hammer. Pay attention to direction of wedge!
Between the panel and slab
underside there is a clearance of
approx. 6 cm. (Fig. A12.01)
Edge infills
Striking takes place firstly on the transverse infills and then the longitudinal
infills.
– Remove props and store in pallets.
– Dismantle system supplements such
as filler timbers, edge beams, end
supports and combiheads, and store
in pallets. (Fig. A12.02)
– Remove filler plates.
Fig. A12.01
Striking is carried out by means of a
safe mobile scaffold!
Fig. A12.02
62
Instructions for Assembly and Use – Standard Configuration
SKYDECK Panel Slab Formwork
A12 Striking
Panels
Always begin in the corner where both
infills meet.
– Dismantle Panel SDP in one bay after
the other – begin with the middle panel.
– Lift panel and push approx. 10 cm in
the direction of the compensation
area. Pivot downwards and store in
pallets.
(Fig. A12.03)
Main beams
– Pivot Main Beam SLT slowly down-
wards, remove and store in pallets.
(Fig. A12.04)
Only drophead props (1) with Cover
Strips SAL (4) remain standing.
(Fig. A12.05)
Remaining areas
– Remove props on walls and store in
pallets.
– Remove filler areas around columns.
After reaching the required concrete
strength
– lower drophead props, remove props
and store in pallets.
– remove Cover Strips SAL (4).
With larger spans, begin in the middle
with lowering and removal of the props.
Cleaning
Clean SKYDECK components before
the next use and spray once again, e.g.
with PERI Bio Clean.
See introduction “Cleaning and maintenance”.
Fig. A12.03
Fig. A12.04
1
4
Fig. A12.05
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
63
A13 Site record
Company:
Project:
Component:
This page is to be copied, filled out and filed in the daily construction records.
............................................................................................................................
............................................................................................................................
............................................................................................................................
Slab thickness
Clear room height
Prop length
= clear room height – formwork assembly height
(with Drophead: 41 cm)
Max. panel span
Selected prop
Actual prop load
(according to PERI Tables)
Direction of assembly
≤ zul. Stützenlast
(nach PERI Tabellen)
= ............................................ cm
= ............................................ m
= ............................................ m
= ............................................ cm
= ............................................
= ............................................ kN
Inner tube bottom ...............
Outer tube bottom ..............
= ............................................ kN
Check whether above assumptions and/or specifications apply
on the construction site
Slab thickness
Max. panel span
Selected prop
Selected prop length
Direction of assembly
Are all props in both axes in a vertical
position? ≤ 1%
Horizontal support for the formwork
available in all directions?
Mounted parts are obviously
undamaged?
Required bracing has been mounted?
Check to be carried out on the construction site before concreting Execution / Installation of the formwork
= ............................................ cm
= ............................................ cm
= ............................................ m
= ............................................ m
Inner tube bottom ................
Outer tube bottom ...............
................................................
................................................
................................................
................................................
yes
yes
yes
yes
Place Date Site manager in charge
(Signature)
64
Instructions for Assembly and Use – Standard Configuration
SKYDECK Panel Slab Formwork
A14 Horizontal loads with Slab Props PEP
System with Drophead SFK or Prophead SSK and Main Beam SLT 225
– Horizontal loads per boundary bay
are determined for an open building edge on one side!
– Bolt Drophead SFK to Slab Prop
PEP!
– Increase prop loads in the braced
areas by ΔV = 2.60 kN!
Slab
thickness
[cm]
14 5.13 0.518 0.259 0.354 0.17 7 1.349 0.675 0.033 0.016 1. 232 0.616
16 5.62 0.650 0.325 0.388 0.19 4 1.516 0.758 0.033 0.016 1.232 0.616
18 6 .11 0.798 0.399 0.422 0 . 211 1.6 97 0.849 0.033 0.016 1.2 32 0.616
20 6.60 0.960 0.480 0.455 0.228 1. 893 0.947 0.033 0.016 1.232 0.616
22 7.09 1.13 7 0.568 0.489 0.245 2.104 1.0 52 0.033 0.016 1.25 6 0.628
24 7. 5 8 1.328 0.664 0.523 0.262 2.329 1.165 0.033 0.016 1.279 0.639
25 7. 8 3 1.430 0.715 0.540 0.270 2.447 1.224 0.033 0.016 1. 291 0.645
26 8.07 1.5 35 0.767 0.557 0.278 2.569 1.28 5 0.033 0.016 1.302 0.651
28 8.56 1.75 6 0.878 0.591 0.295 2.824 1.412 0.033 0.016 1.3 26 0.663
30 9.05 1.991 0.996 0.624 0.312 3.094 1.547 0.033 0.016 1.349 0.675
35 10.38 2.701 1.351 0.716 0.358 3.895 1. 948 0.033 0.016 1.40 8 0.704
40 11.73 3.528 1.764 0.809 0.405 4.815 2.408 0.033 0.016 1.466 0.733
43 12.5 4 4.077 2.039 0.865 0.433 5.425 2.712 0.033 0.016 1.501 0.751
45 13.08 2.233 0.451 2.926 0.016 0.762
50 14.4 3 2.756 0.498 3.500 0.016 0.792
55 15.77 3.335 0.544 4.129 0.016 0.821
60 17.12 3.969 0.591 4.814 0.016 0.850
65 18.47 4.658 0.637 5.553 0.016 0.879
70 19.82 5.402 0.684 6.347 0.016 0.909
75 21.0 8 6.152 0.727 7.145 0.016 0.938
80 22.30 6.930 0.769 7.9 6 8 0.016 0.967
85 23.53 7.75 4 0.812 8.838 0.016 0.996
90 24.75 8.623 0.854 9.753 0.016 1.026
Load
according
to DIN
EN 12 812
[kN/m²]
Horizontal Load
c = 1.50 m c = 0.75 m
from stopend
formwork
pressure
[kN] Load case combination LFK 1: Concreting*
edge area
from stopend
formwork
pressure
Horizontal Load
Panel
span
c = 1.50 m
[kN] Horizontal Load
inner bay
Panel
span
c = 0.75 m
c = 1.50 m
Panel
span
[kN] Horizontal Load
edge area
Panel
span
c = 0.75 m
Load case combination LFK 2: Storm**
[kN] Horizontal Load
inner bay
Panel
span
c = 1.50 m
Panel
span
c = 0.75 m
Panel
span
c = 1.50 m
[kN]
edge area
Panel
span
c = 0.75 m
Table A14.01
* Load case combination LFK 1: working operations + tilting position + stopend formwork
pressure + working wind speed.
** Load case combination LFK 2: tilting position (without concrete load) + maximum wind speed
[before concreting].
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
65
A15 Inclined slabs
Maximum permissible slab inclination with Tension Sleeve SAO and Chain 3.0 kN
Considered horizontal loads
Horizontal load from working operations = 1% of the vertical load (DIN EN 12812; 8.2.2.2)
Horizontal load from the tilting position = 1% of the vertical load (DIN EN 12812; 9.3.4.2)
Angle α between Chain and SLT 225 = 60°
Max. tension force of Tension Sleeve SAO and Anchor Chain = 3.0 kN
Panel span c = 1.50 m [cm] Panel span c = 0.75 m [cm]
max. slab inclination max. slab inclination
Slab thickness
[cm] [kN/m2] [kN] [%] [°] [kN] [%] [°]
14 5.13 20.3 5.4 3.1 11.4 11.1 6.3
16 5.62 22.0 4.8 2.8 12.3 10.2 5.8
18 6.11 23.7 4.3 2.5 13.1 9.4 5.4
20 6.60 25.4 3.9 2.2 14.0 8.7 5.0
22 7.09 27.1 3.5 2.0 14.8 8.1 4.6
24 7. 5 8 28.7 3.2 1.8 15.7 7.6 4.3
25 7.8 3 29.6 3.1 1.8 16.1 7.3 4.2
26 8.07 30.4 2.9 1.7 16.5 7.1 4.1
28 8.56 32.1 2.7 1.5 17.4 6.6 3.8
30 9.05 33.8 2.4 1.4 18.2 6.2 3.6
35 10.38 38.4 1.9 1.1 20.5 5.3 3.0
40 11.73 4 3 .1 1.5 0.8 22.8 4.6 2.6
43 12.5 4 45.9 1.3 0.7 24.2 4.2 2.4
45 13.08 25.2 4.0 2.3
50 14.4 3 2 7. 5 3.5 2.0
55 15.77 29.8 3.0 1.7
60 17.12 32 .1 2.7 1.5
65 18.47 34.5 2.4 1.3
70 19.82 36.8 2.1 1.2
75 21.0 8 39.0 1.8 1.1
80 22.30 41.1 1.7 0.9
85 23.53 43.2 1.5 0.8
90 24.75 45.3 1.3 0.8
Load
DIN EN 12812
increased prop
load Incline Angle
increased prop
load Incline Angle
Table A15 .01
SKYDECK Tension Unit SD – bracing angle α selection
Angle α
Tension Unit
SD
30 ° 1.72 m 2.01 m 1.73 m 2.02 m
35 ° 2.02 m 2.34 m 2.04 m 2.36 m
40 ° 2.37 m 2.71 m 2.39 m 2.73 m
45 ° 2.77 m 3.12 m 2.80 m 3.15 m
50 ° 3.25 m 3.60 m 3.28 m 3.63 m
55 ° 3.84 m 4 .16 m 3.88 m 4.20 m
60 ° 4.60 m 4.87 m 4.65 m 4.91 m
Table A15 .02
possible clear room height
with SSK and SLT 225
min h
minimum clearance
max h
minimum clearance
66
possible clear room height
with SFK and SLT 225
min h
minimum clearance
max h
minimum clearance
Instructions for Assembly and Use – Standard Configuration
SKYDECK Panel Slab Formwork
A15 Inclined slabs
Tension force of Tension Unit SD and system prop loads with Drophead SFK
– The Drophead SFK is bolted to the
PEP Slab Props.
– The PEP Props are to be assem-
Considered horizontal loads
Horizontal load from working operations = 1% of the vertical load (DIN EN 12812; 8.2.2.2)
Horizontal load from the tilting position
= 1% of the vertical load (DIN EN 12812; 9.3.4.2)
bled with the inner tube bottom.
Inclination of slab 1%
max. inclination
Angle α
Tension Unit
SD
Incline
[%]
Angle β
[°]
Slab thickness 20 cm, q = 6.60 kN/m
30 ° 1.0% 0.6 ° 22.8 kN 3.9 kN 24.7 kN 3.2 kN 24.3 kN 2.4 kN 24.0 kN
35 ° 1.0% 0.6 ° 22.8 kN 4.2 kN 25.2 kN 3.3 kN 24.7 kN 2.5 kN 24.2 kN
40 ° 1.0% 0.6 ° 22.8 kN 4.5 kN 25.6 kN 3.6 kN 25 .1 kN 2.7 kN 24.5 kN
45 ° 1.0% 0.6 ° 22.8 kN 4.8 kN 26.2 kN 3.9 kN 25.5 kN 2.9 kN 24.8 kN
50 ° 1.0% 0.6 ° 22.8 kN 5.3 kN 26.8 kN 4.3 kN 26.0 kN 3.2 kN 25.2 kN
55 ° 1.0% 0.6 ° 22.8 kN 6.0 kN 27.6 k N 4.8 kN 26.7 kN 3.6 kN 25.7 kN
60 ° 1.0% 0.6 ° 22.8 kN 6.8 kN 28.7 kN 5.5 kN 27.5 k N 4.1 kN 26.3 kN
Slab thickness 24 cm, q = 7.58 kN/m
30 ° 1.0% 0.6 ° 26.2 kN 4.5 kN 28.4 kN 3.6 kN 28.0 kN 2.7 kN 27.5 k N
35 ° 1.0% 0.6 ° 26.2 kN 4.8 kN 28.9 kN 3.8 kN 28.3 kN 2.9 kN 27. 8 kN
40 ° 1.0% 0.6 ° 26.2 kN 5 .1 kN 29.4 kN 4.1 kN 28.8 kN 3.1 kN 28.1 kN
45 ° 1.0% 0.6 ° 26.2 kN 5.5 kN 3 0.1 k N 4.4 kN 29.3 kN 3.3 kN 28.5 kN
50 ° 1.0% 0.6 ° 26.2 kN 6 .1 kN 30.8 kN 4.9 kN 29.9 kN 3.7 kN 29.0 kN
55 ° 1.0% 0.6 ° 26.2 kN 6.8 kN 31.8 kN 5.5 kN 30.6 kN 4.1 kN 29.5 kN
60 ° 1.0% 0.6 ° 26.2 kN 7.8 kN 32.9 kN 6.3 kN 31.6 kN 4.7 kN 30.2 kN
Slab thickness 25 cm, q = 7.83 kN/m
Standard
prop
Full load
2
2
2
5 connected bays 4 connected bays 3 connected bays
Tension
force
Tension
Unit SD
Braced prop
full load
V
ges
Tension
force
Tension Unit
SD
Braced prop
full load
V
ges
Tension
force
Tension Unit
SD
Braced prop
full load
V
ges
30 ° 1.0% 0.6 ° 27.0 k N 4.7 kN 29.4 kN 3.7 kN 28.9 kN 2.8 kN 28.4 kN
35 ° 1.0% 0.6 ° 27.0 k N 4.9 kN 29.9 kN 4.0 kN 29.3 kN 3.0 kN 28.7 kN
40 ° 1.0% 0.6 ° 27.0 k N 5.3 kN 30.4 kN 4.2 kN 29.7 kN 3.2 kN 29.1 kN
45 ° 1.0% 0.6 ° 27.0 k N 5.7 kN 31.1 kN 4.6 kN 30.3 kN 3.4 kN 29.4 kN
50 ° 1.0% 0.6 ° 27.0 k N 6.3 kN 31.8 kN 5.0 kN 30.9 kN 3.8 kN 29.9 kN
55 ° 1.0% 0.6 ° 27.0 k N 7.1 kN 32.8 kN 5.7 kN 31.6 kN 4.2 kN 30.5 kN
60 ° 1.0% 0.6 ° 2 7.0 kN 8 .1 kN 34.0 kN 6.5 kN 32.6 kN 4.9 kN 31.2 kN
Slab thickness 30 cm, q = 9.05 kN/m
30 ° 1.0% 0.6 ° 31.2 kN 5.4 kN 33.9 kN 4.3 kN 33.4 kN 3.2 kN 32.8 kN
35 ° 1.0% 0.6 ° 31.2 kN 5.7 kN 34.5 kN 4.6 kN 33.8 kN 3.4 kN 33.2 kN
40 ° 1.0% 0.6 ° 31.2 kN 6 .1 kN 35.2 kN 4.9 kN 34.4 kN 3.7 kN 33.6 kN
45 ° 1.0% 0.6 ° 31.2 kN 6.6 kN 35.9 kN 5.3 kN 35.0 kN 4.0 kN 34.0 kN
50 ° 1.0% 0.6 ° 31.2 kN 7. 3 kN 36.8 kN 5.8 kN 35.7 kN 4.4 kN 34.6 kN
55 ° 1.0% 0.6 ° 31.2 kN 8.2 kN 37.9 kN 6.5 kN 36.6 kN 4.9 kN 35.2 kN
60 ° 1.0% 0.6 ° 31. 2 k N 9.4 kN 39.3 kN 7. 5 kN 37.7 kN 5.6 kN 3 6 .1 kN
Table A15 .03
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
2
67
A15 Inclined slabs
System with Drophead SFK
Tension force of Tension Unit SD and prop loads
– The Drophead SFK is bolted to the
PEP Slab Props.
– The PEP Props are to be assem-
Considered horizontal loads
Horizontal load from working operations = 1% of the vertical load (DIN EN 12812; 8.2.2.2)
Horizontal load from the tilting position
= 1% of the vertical load (DIN EN 12812; 9.3.4.2)
bled with the inner tube bottom.
Inclination of slab 5%
Angle α
Tension Unit
SD
max. inclination
Incline
[%]
Angle β
Standard
prop
[°]
Full load
5 connected bays 4 connected bays 3 connected bays
Tension
force
Tension
Unit SD
Braced prop
Full load
V
ges
Tension
force
Tension Unit
SD
Braced prop
Full load
V
ges
Tension
force
Tension Unit
SD
Slab thickness 20 cm, q = 6.60 kN/m²
30 ° 5.0% 2.9 ° 22.8 kN 9.2 kN 27.4 k N 7.4 k N 26.5 kN 5.5 kN 25.5 kN
35 ° 5.0% 2.9 ° 22.8 kN 9.7 kN 28.4 kN 7. 8 kN 2 7. 2 kN 5.8 kN 2 6 .1 kN
40 ° 5.0% 2.9 ° 22.8 kN 10.4 kN 29.5 kN 8.3 kN 28.1 kN 6.2 kN 26.8 kN
45 ° 5.0% 2.9 ° 22.8 kN 11.3 kN 30.7 kN 9.0 kN 29 .1 kN 6.8 kN 27.6 k N
50 ° 5.0% 2.9 ° 22.8 kN – – 9.9 kN 30.4 kN 7.4 k N 28.5 kN
55 ° 5.0% 2.9 ° 22.8 kN – – 11.1 k N 31.9 kN 8.3 kN 29.6 kN
60 ° 5.0% 2.9 ° 22.8 kN – – – – 9.6 kN 31.1 k N
Slab thickness 24 cm, q = 7.58 kN/m²
30 ° 5.0% 2.9 ° 26.2 kN 10.6 kN 31.4 kN 8.5 kN 30.4 kN 6.3 kN 29.3 kN
35 ° 5.0% 2.9 ° 26.2 kN 11.2 k N 32.6 kN 8.9 kN 31.3 kN 6.7 kN 30.0 kN
40 ° 5.0% 2.9 ° 26.2 kN 11.9 kN 33.8 kN 9.6 kN 32.3 kN 7.2 k N 30.8 kN
45 ° 5.0% 2.9 ° 26.2 kN 12.9 kN 35.3 kN 10.4 kN 33.5 kN 7.8 k N 31.6 kN
50 ° 5.0% 2.9 ° 26.2 kN – – 11.4 kN 34.9 kN 8.5 kN 32.7 kN
55 ° 5.0% 2.9 ° 26.2 kN – – 12.8 kN 36.6 kN 9.6 kN 34.0 kN
60 ° 5.0% 2.9 ° 26.2 kN – – – – 11.0 k N 35.7 kN
Braced prop
Full load
V
ges
Slab thickness 25 cm, q = 7.83 kN/m²
30 ° 5.0% 2.9 ° 27.0 k N 10.9 kN 32.5 kN 8.7 kN 31.4 kN 6.6 kN 30.3 kN
35 ° 5.0% 2.9 ° 27.0 k N 11.5 kN 33.6 kN 9.2 kN 32.3 kN 6.9 kN 31.0 kN
40 ° 5.0% 2.9 ° 27.0 k N 12.3 kN 34.9 kN 9.9 kN 33.4 kN 7. 4 kN 31.8 kN
45 ° 5.0% 2.9 ° 27.0 k N 13.4 kN 36.5 kN 10.7 kN 34.6 kN 8.0 kN 32.7 kN
50 ° 5.0% 2.9 ° 27.0 k N – – 11. 8 kN 36.0 kN 8.8 kN 33.8 kN
55 ° 5.0% 2.9 ° 27.0 k N – – 13.2 kN 37.8 k N 9.9 kN 35 .1 kN
60 ° 5.0% 2.9 ° 27.0 k N – – – – 11. 3 kN 36.8 kN
Slab thickness 30 cm, q = 9.05 kN/m²
30 ° 5.0% 2.9 ° 31.2 kN 12.6 kN 37.5 kN 10.1 k N 36.3 kN 7.6 k N 35.0 kN
35 ° 5.0% 2.9 ° 31.2 kN 13.3 kN 38.9 kN 10.7 kN 37. 3 kN 8.0 kN 35.8 kN
40 ° 5.0% 2.9 ° 31.2 kN 14.3 kN 40.4 kN 11. 4 kN 38.6 kN 8.6 kN 36.7 kN
45 ° 5.0% 2.9 ° 31.2 kN 15.5 kN 42.2 kN 12.4 kN 40.0 kN 9.3 kN 3 7. 8 kN
50 ° 5.0% 2.9 ° 31.2 kN – – 13.6 kN 41.6 kN 10.2 kN 39.0 kN
55 ° 5.0% 2.9 ° 31.2 kN – – 15.2 kN 43.7 kN 11.4 k N 40.6 kN
60 ° 5.0% 2.9 ° 31.2 kN – – – – 13.1 kN 42.6 kN
Table A15 .04
SKYDECK Panel Slab Formwork
68
Instructions for Assembly and Use – Standard Configuration
A15 Inclined slabs
System with Drophead SFK
Tension force of Tension Unit SD and prop loads
– The Drophead SFK is bolted to the
PEP Slab Props.
– The PEP Props are to be assem-
Considered horizontal loads
Horizontal load from working operations = 1% of the vertical load (DIN EN 12812; 8.2.2.2)
Horizontal load from the tilting position
= 1% of the vertical load (DIN EN 12812; 9.3.4.2)
bled with the inner tube bottom.
Inclination of slab 9%
Angle α
Tension Unit
SD
max. inclination
Incline
[%]
Angle α
Standard
prop
[°]
Full load
5 connected bays 4 connected bays 3 connected bays
Tension
force
Tension
Unit SD
Braced prop
Full load
V
ges
Tension
force
Tension Unit
SD
Braced prop
Full load
V
ges
Tension
force
Tension Unit
SD
Slab thickness 20 cm, q = 6.60 kN/m²
30 ° 9.0% 5.1 ° 22.8 kN 14.5 kN 30.0 kN 11.6 kN 28.6 kN 8.7 kN 27.1 kN
35 ° 9.0% 5.1 ° 22.8 kN 15.3 kN 31.5 kN 12. 2 kN 29.8 kN 9.2 kN 28.0 kN
40 ° 9.0% 5.1 ° 22.8 kN – – 13.1 kN 31.2 kN 9.8 kN 2 9.1 kN
45 ° 9.0% 5.1 ° 22.8 kN – – – – 10.6 kN 30.3 kN
50 ° 9.0% 5.1 ° 22.8 kN – – – – 11.7 kN 31.7 kN
55 ° 9.0% 5.1 ° 22.8 kN – – – – – –
60 ° 9.0% 5.1 ° 22.8 kN – – – – – –
Slab thickness 24 cm, q = 7.58 kN/m²
30 ° 9,0% 5,1 ° 26,2 kN 16,6 kN 34,5 kN 13,3 kN 32,8 kN 10,0 kN 31,1 k N
35 ° 9,0% 5,1 ° 26,2 kN 17,6 k N 36,2 kN 14,0 kN 34,2 kN 10,5 kN 32,2 kN
40 ° 9,0% 5,1 ° 26,2 kN – – 15,0 kN 35,8 kN 11, 3 kN 33,4 kN
45 ° 9,0% 5,1 ° 26,2 kN – – – – 12,2 kN 34,8 kN
50 ° 9,0% 5,1 ° 26,2 kN – – – – 13,4 kN 36,4 kN
55 ° 9,0% 5,1 ° 26,2 kN – – – – – –
60 ° 9,0% 5,1 ° 26,2 kN – – – – – –
Braced prop
Full load
V
ges
Slab thickness 25 cm, q = 7.83 kN/m²
30 ° 9.0% 5.1 ° 2 7. 0 kN 17. 2 kN 35.6 kN 13.7 kN 33.9 kN 10.3 kN 32.2 kN
35 ° 9.0% 5.1 ° 2 7.0 kN 18 .1 kN 37.4 kN 14.5 kN 35.3 kN 10.9 kN 33.3 kN
40 ° 9.0% 5.1 ° 2 7. 0 kN – – 15.5 kN 37.0 k N 11.6 k N 34.5 kN
45 ° 9.0% 5.1 ° 2 7. 0 kN – – – – 12.6 kN 35.9 kN
50 ° 9.0% 5.1 ° 2 7. 0 kN – – – – 13.9 kN 37.6 kN
55 ° 9.0% 5.1 ° 2 7.0 kN – – – – – –
60 ° 9.0% 5.1 ° 2 7. 0 kN – – – – – –
Slab thickness 30 cm, q = 9.05 kN/m²
30 ° 9.0% 5.1 ° 31.2 kN 19.8 kN 41.1 k N 15.9 kN 39.2 kN 11. 9 kN 3 7. 2 kN
35 ° 9.0% 5.1 ° 31. 2 kN 21.0 kN 43.2 kN 16.8 kN 40.8 kN 12.6 kN 38.4 kN
40 ° 9.0% 5.1 ° 31.2 kN – – 17.9 k N 42.7 kN 13.5 kN 39.9 kN
45 ° 9.0% 5.1 ° 31.2 kN – – – – 14.6 kN 41.5 kN
50 ° 9.0% 5.1 ° 31.2 kN – – – – 16.0 kN 43.5 kN
55 ° 9.0% 5.1 ° 31. 2 kN – – – – – –
60 ° 9.0% 5.1 ° 31.2 kN – – – – – –
Table A15 .05
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
69
A15 Inclined slabs
System with Prophead SSK
Tension force of Tension Unit SD and prop loads
Considered horizontal loads
Horizontal load from working operations = 1% of the vertical load (DIN EN 12812; 8.2.2.2)
Horizontal load from the tilting position = 1% of the vertical load (DIN EN 12812; 9.3.4.2)
Inclination of slab 1%
Angle α
Tension Unit
SD
max. inclination
Incline
[%]
Angle β
Standard
prop
[°]
Full load
5 connected bays 4 connected bays 3 connected bays
Tension
force
Tension
Unit SD
Braced prop
Full load
V
ges
Tension
force
Tension Unit
SD
Braced prop
Full load
V
ges
Tension
force
Tension Unit
SD
Slab thickness 20 cm, q = 6.60 kN/m²
30 ° 1.0% 0.6 ° 22.3 kN 3.9 kN 24.2 kN 3.1 kN 23.8 kN 2.3 kN 23.4 kN
35 ° 1.0% 0.6 ° 22.3 kN 4.1 kN 24.6 kN 3.3 kN 24.1 kN 2.4 kN 23.7 kN
40 ° 1.0% 0.6 ° 22.3 kN 4.4 kN 25.1 k N 3.5 kN 24.5 kN 2.6 kN 24.0 kN
45 ° 1.0% 0.6 ° 22.3 kN 4.7 kN 25.6 kN 3.8 kN 24.9 kN 2.8 kN 24.3 kN
50 ° 1.0% 0.6 ° 22.3 kN 5.2 kN 26.3 kN 4.2 kN 25.5 kN 3.1 kN 24.7 kN
55 ° 1.0% 0.6 ° 22.3 kN 5.8 kN 27.0 k N 4.7 kN 26 .1 kN 3.5 kN 25.1 k N
60 ° 1.0% 0.6 ° 22.3 kN 6.7 kN 28.1 kN 5.3 kN 26.9 kN 4.0 kN 25.7 kN
Slab thickness 24 cm, q = 7.58 kN/m²
30 ° 1.0% 0.6 ° 25.6 kN 4.4 kN 27.8 k N 3.5 kN 27. 4 kN 2.7 kN 26.9 kN
35 ° 1.0% 0.6 ° 25.6 kN 4.7 kN 28.3 kN 3.7 kN 27.7 kN 2.8 kN 2 7. 2 kN
40 ° 1.0% 0.6 ° 25.6 kN 5.0 kN 28.8 kN 4.0 kN 28.2 kN 3.0 kN 27. 5 kN
45 ° 1.0% 0.6 ° 25.6 kN 5.4 kN 29.4 kN 4.3 kN 28.7 kN 3.3 kN 27. 9 kN
50 ° 1.0% 0.6 ° 25.6 kN 6.0 kN 30.2 kN 4.8 kN 29.2 kN 3.6 kN 28.3 kN
55 ° 1.0% 0.6 ° 25.6 kN 6.7 kN 31.1 kN 5.4 kN 30.0 kN 4.0 kN 28.9 kN
60 ° 1.0% 0.6 ° 25.6 kN 7.7 kN 32.2 kN 6.1 kN 30.9 kN 4.6 kN 29.6 kN
Braced prop
Full load
V
ges
Slab thickness 25 cm, q = 7.83 kN/m²
30 ° 1.0% 0.6 ° 26.4 kN 4.6 kN 28.7 kN 3.7 kN 28.3 kN 2.7 kN 2 7. 8 kN
35 ° 1.0% 0.6 ° 26.4 kN 4.8 kN 29.2 kN 3.9 kN 28.6 kN 2.9 kN 28.1 kN
40 ° 1.0% 0.6 ° 26.4 kN 5.2 kN 29.8 kN 4.1 kN 2 9.1 k N 3.1 kN 28.4 kN
45 ° 1.0% 0.6 ° 26.4 kN 5.6 kN 30.4 kN 4.5 kN 29.6 kN 3.4 kN 28.8 kN
50 ° 1.0% 0.6 ° 26.4 kN 6.2 kN 31.2 kN 4.9 kN 30.2 kN 3.7 kN 29.3 kN
55 ° 1.0% 0.6 ° 26.4 kN 6.9 kN 32.1 kN 5.5 kN 31.0 kN 4.1 kN 29.8 kN
60 ° 1.0% 0.6 ° 26.4 kN 7.9 kN 33.3 kN 6.3 kN 31. 9 kN 4.8 kN 30.5 kN
Slab thickness 30 cm, q = 9.05 kN/m²
30 ° 1.0% 0.6 ° 30.5 kN 5.3 kN 33.2 kN 4.2 kN 32.7 kN 3.2 kN 32 .1 kN
35 ° 1.0% 0.6 ° 30.5 kN 5.6 kN 33.8 kN 4.5 kN 33.1 kN 3.4 kN 32.5 kN
40 ° 1.0% 0.6 ° 30.5 kN 6.0 kN 34.4 kN 4.8 kN 33.6 kN 3.6 kN 32.9 kN
45 ° 1.0% 0.6 ° 30.5 kN 6.5 kN 3 5 .1 kN 5.2 kN 34.2 kN 3.9 kN 33.3 kN
50 ° 1.0% 0.6 ° 30.5 kN 7.1 k N 36.0 kN 5.7 kN 34.9 kN 4.3 kN 33.8 kN
55 ° 1.0% 0.6 ° 30.5 kN 8.0 kN 37.1 k N 6.4 kN 35.8 kN 4.8 kN 34.5 kN
60 ° 1.0% 0.6 ° 30.5 kN 9.2 kN 38.5 kN 7.3 k N 36.9 kN 5.5 kN 35.3 kN
Table A15 .06
SKYDECK Panel Slab Formwork
70
Instructions for Assembly and Use – Standard Configuration
A15 Inclined slabs
System with Prophead SSK
Tension force of Tension Unit SD and prop loads
Considered horizontal loads
Horizontal load from working operations = 1% of the vertical load (DIN EN 12812; 8.2.2.2)
Horizontal load from the tilting position = 1% of the vertical load (DIN EN 12812; 9.3.4.2)
Inclination of slab 5%
Angle α
Tension Unit
SD
max. inclination
Incline
[%]
Angle β
Standard
prop
[°]
Full load
5 connected bays 4 connected bays 3 connected bays
Tension
force
Tension
Unit SD
Braced prop
Full load
V
ges
Tension
force
Tension Unit
SD
Braced prop
Full load
V
ges
Tension
force
Tension Unit
SD
Slab thickness 20 cm, q = 6.60 kN/m²
30 ° 5.0% 2.9 ° 22.3 kN 9.0 kN 26.8 kN 7.2 k N 25.9 kN 5.4 kN 25.0 kN
35 ° 5.0% 2.9 ° 22.3 kN 9.5 kN 27.7 kN 7.6 kN 26.6 kN 5.7 kN 25.6 kN
40 ° 5.0% 2.9 ° 22.3 kN 10.2 kN 28.8 kN 8 .1 kN 27.5 kN 6.1 k N 26.2 kN
45 ° 5.0% 2.9 ° 22.3 kN 11.0 k N 30 .1 kN 8.8 kN 28.5 kN 6.6 kN 27.0 kN
50 ° 5.0% 2.9 ° 22.3 kN 12.1 kN 31.6 kN 9.7 kN 29.7 kN 7. 3 kN 2 7. 8 kN
55 ° 5.0% 2.9 ° 22.3 kN 13.6 kN 33.4 kN 10.9 kN 31.2 kN 8.2 kN 29.0 kN
60 ° 5.0% 2.9 ° 22.3 kN 15.6 kN 35.8 kN 12.5 kN 33.1 kN 9.4 kN 30.4 kN
Slab thickness 24 cm, q = 7.58 kN/m²
30 ° 5.0% 2.9 ° 25.6 kN 10.3 kN 30.8 kN 8.3 kN 29.7 kN 6.2 kN 28.7 kN
35 ° 5.0% 2.9 ° 25.6 kN 10.9 kN 31.9 kN 8.7 kN 30.6 kN 6.6 kN 29.3 kN
40 ° 5.0% 2.9 ° 25.6 kN 11.7 k N 33.1 kN 9.4 kN 31.6 k N 7. 0 kN 3 0 .1 kN
45 ° 5.0% 2.9 ° 25.6 kN 12.7 kN 34.5 kN 10.1 k N 32.7 kN 7.6 k N 31.0 kN
50 ° 5.0% 2.9 ° 25.6 kN 13.9 kN 36.3 kN 11.1 k N 34.1 kN 8.4 kN 32.0 kN
55 ° 5.0% 2.9 ° 25.6 kN 15.6 kN 38.4 kN 12.5 kN 35.8 kN 9.4 kN 33.3 kN
60 ° 5.0% 2.9 ° 25.6 kN 17.9 k N 41.1 k N 14.3 kN 38.0 kN 10.7 kN 34.9 kN
Braced prop
Full load
V
ges
Slab thickness 25 cm, q = 7.83 kN/m²
30 ° 5.0% 2.9 ° 26.4 kN 10.7 kN 31.8 kN 8.5 kN 30.7 kN 6.4 kN 29.6 kN
35 ° 5.0% 2.9 ° 26.4 kN 11.3 k N 32.9 kN 9.0 kN 31.6 kN 6.8 kN 30.3 kN
40 ° 5.0% 2.9 ° 26.4 kN 12.1 kN 34.2 kN 9.7 kN 32.6 kN 7.2 k N 31.1 kN
45 ° 5.0% 2.9 ° 26.4 kN 13.1 kN 35.7 kN 10.5 kN 33.8 kN 7. 8 kN 32.0 kN
50 ° 5.0% 2.9 ° 26.4 kN 14.4 kN 37.4 k N 11.5 k N 35.2 kN 8.6 kN 33.0 kN
55 ° 5.0% 2.9 ° 26.4 kN 16.1 k N 39.6 kN 12. 9 kN 37.0 k N 9.7 kN 34.4 kN
60 ° 5.0% 2.9 ° 26.4 kN 18.5 kN 42.4 kN 14.8 kN 39.2 kN 11.1 k N 36.0 kN
Slab thickness 30 cm, q = 9.05 kN/m²
30 ° 5.0% 2.9 ° 30.5 kN 12.3 kN 36.7 kN 9.9 kN 35.5 kN 7. 4 kN 34.2 kN
35 ° 5.0% 2.9 ° 30.5 kN 13.1 kN 38.0 kN 10.4 kN 36.5 kN 7.8 k N 35.0 kN
40 ° 5.0% 2.9 ° 30.5 kN 14.0 kN 39.5 kN 11. 2 kN 37.7 k N 8.4 kN 35.9 kN
45 ° 5.0% 2.9 ° 30.5 kN 15.1 k N 41. 2 kN 12.1 kN 39.1 k N 9.1 kN 3 7. 0 kN
50 ° 5.0% 2.9 ° 30.5 kN 16.6 kN 43.3 kN 13.3 kN 40.7 kN 10.0 kN 38.2 kN
55 ° 5.0% 2.9 ° 30.5 kN 18.6 kN 45.8 kN 14.9 kN 42.8 kN 11. 2 kN 39.7 kN
60 ° 5.0% 2.9 ° 30.5 kN 21.4 kN 49.1 k N 17.1 kN 45.4 kN 12.8 kN 41.7 kN
Table A15 .07
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
71
A15 Inclined slabs
System with Prophead SSK
Tension force of Tension Unit SD and prop loads
Considered horizontal loads
Horizontal load from working operations = 1% of the vertical load (DIN EN 12812; 8.2.2.2)
Horizontal load from the tilting position = 1% of the vertical load (DIN EN 12812; 9.3.4.2)
Inclination of slab 9%
Angle α
Tension Unit
SD
max. inclination
Incline
[%]
Angle β
Standard
prop
[°]
Full load
5 connected bays 4 connected bays 3 connected bays
Tension
force
Tension
Unit SD
Braced prop
Full load
V
ges
Tension
force
Tension Unit
SD
Braced prop
Full load
V
ges
Tension
force
Tension Unit
SD
Slab thickness 20 cm. q = 6.60 kN/m²
30 ° 9.0% 5.1 ° 22.3 kN 14.1 kN 29.3 kN 11.3 kN 27.9 kN 8.5 kN 26.5 kN
35 ° 9.0% 5.1 ° 22.3 kN 15.0 kN 30.9 kN 12.0 kN 29.1 k N 9.0 kN 27. 4 kN
40 ° 9.0% 5.1 ° 22.3 kN 16.0 kN 32.6 kN 12.8 kN 30.5 kN 9.6 kN 28.4 kN
45 ° 9.0% 5.1 ° 22.3 kN 17.3 k N 34.5 kN 13.9 kN 32 .1 kN 10.4 kN 29.6 kN
50 ° 9.0% 5.1 ° 22.3 kN 19.1 kN 36.9 kN 15.2 kN 34.0 kN 11. 4 k N 31.0 k N
55 ° 9.0% 5.1 ° 22.3 kN 21.4 kN 39.8 kN 17.1 k N 36.3 kN 12.8 kN 32.8 kN
60 ° 9.0% 5.1 ° 22.3 kN – – 19.6 kN 39.3 kN 14.7 kN 35.0 kN
Slab thickness 24 cm. q = 7.58 kN/m²
30 ° 9.0% 5.1 ° 25.6 kN 16.2 kN 33.7 kN 13.0 kN 32.1 kN 9.7 kN 30.5 kN
35 ° 9.0% 5.1 ° 25.6 kN 17.2 k N 35.4 kN 13.7 kN 33.5 kN 10.3 kN 31.5 kN
40 ° 9.0% 5.1 ° 25.6 kN 18.4 kN 37.4 k N 14.7 kN 35.0 kN 11. 0 kN 32.7 kN
45 ° 9.0% 5.1 ° 25.6 kN 19.9 kN 39.7 kN 15.9 kN 36.8 kN 11. 9 k N 34.0 kN
50 ° 9.0% 5.1 ° 25.6 kN 21.9 kN 42.4 kN 17.5 kN 39.0 kN 13.1 kN 35.6 kN
55 ° 9.0% 5.1 ° 25.6 kN – – 19.6 kN 41.7 kN 14.7 kN 37. 6 kN
60 ° 9.0% 5.1 ° 25.6 kN – – 22.5 kN 4 5.1 kN 16.9 kN 40.2 kN
Braced prop
Full load
V
ges
Slab thickness 25 cm. q = 7.83 kN/m²
30 ° 9.0% 5.1 ° 26.4 kN 16.8 kN 34.8 kN 13.4 kN 33.1 kN 10.1 k N 31.5 kN
35 ° 9.0% 5.1 ° 26.4 kN 17.7 kN 36.6 kN 14.2 kN 34.6 kN 10.6 kN 32.5 kN
40 ° 9.0% 5.1 ° 26.4 kN 19.0 kN 38.6 kN 15.2 kN 36.2 kN 11. 4 k N 33.7 kN
45 ° 9.0% 5.1 ° 26.4 kN 20.6 kN 41.0 kN 16.4 kN 3 8 .1 kN 12.3 kN 35 .1 kN
50 ° 9.0% 5.1 ° 26.4 kN 22.6 kN 43.7 kN 18.1 k N 40.3 kN 13.6 kN 36.8 kN
55 ° 9.0% 5.1 ° 26.4 kN – – 20.3 kN 43.0 kN 15.2 kN 38.9 kN
60 ° 9.0% 5.1 ° 26.4 kN – – 23.3 kN 46.6 kN 17.4 kN 41.5 kN
Slab thickness 30 cm. q = 9.05 kN/m²
30 ° 9.0% 5.1 ° 30.5 kN 19.4 kN 40.2 kN 15.5 kN 38.3 kN 11.6 k N 36.4 kN
35 ° 9.0% 5.1 ° 30.5 kN 20.5 kN 42.3 kN 16.4 kN 40.0 kN 12. 3 k N 37.6 k N
40 ° 9.0% 5.1 ° 30.5 kN 21.9 kN 44.6 kN 17.5 k N 41.8 kN 13.2 kN 39.0 kN
45 ° 9.0% 5.1 ° 30.5 kN 23.8 kN 47. 3 kN 19.0 kN 44.0 kN 14.3 kN 40.6 kN
50 ° 9.0% 5.1 ° 30.5 kN – – 20.9 kN 46.6 kN 15.7 kN 42.6 kN
55 ° 9.0% 5.1 ° 30.5 kN – – 23.4 kN 49.7 kN 17.6 kN 44.9 kN
60 ° 9.0% 5.1 ° 30.5 kN – – – – 20.2 kN 48.0 kN
Table A15 .08
SKYDECK Panel Slab Formwork
72
Instructions for Assembly and Use – Standard Configuration
A16 SKYDECK
Prop loads with Drophead SFK
Main Beam SLT 225
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]
with
Centre
Support
Slab thickness d [m]
Load q* [kN/m²]
0.14 5.13 17.7 7 8.8 7 11.9 7
0.16 5.62 19.4 7 9.7 7 13.1 7
0.18 6.11 21.1 7 10.5 7 14.2 7
0.20 6.60 22.8 7 11.4 7 15.3 7
0.22 7. 0 9 24.5 7 12.2 7 16.5 7
0.24 7.58 26.2 7 13.1 7 17.6 7
0.25 7.83 27.0 7 13.5 7 18.2 7
0.26 8.07 27.8 7 13.9 7 18.8 7
0.28 8.56 29.5 16.2 7 7 14.8 7 19.9 7
0.30 9.05 31.2 17. 2 7 7 15.6 7 21.0 7
0.35 10.38 35.8 19.7 7 7 17.9 7 24.1 7
0.40 11.7 3 40.5 22.3 6 7 20.2 7 27. 3 7
0.43 12.54 43.3 23.6 6 6 21.4 7 29.2 6
0.45 13.0 8 24.8 6 22.6 7 30.4 6
0.50 14.43 2 7. 4 6 24.9 7 33.5 6
0.52 14.96 28.4 6 25.8 7 7 34.8 6 17. 4 7
0.55 15.77 27. 2 7 7 18.3 7
0.60 17.12 29.5 17.7 7 7 19.9 7
0.65 18.47 31.9 19 .1 7 7 21.5 7
0.70 19.82 34.2 20.5 6 7 23.0 7
0.75 21.0 8 36.4 21.8 6 7 24.5 7
0.80 22.30 38.5 2 3 .1 6 7 25.9 7
0.85 23.53 40.6 24.3 6 7 2 7. 3 7
0.90 24.75 42.7 25.6 6 7 28.8 6
0.95 25.98 26.9 7 30.2 6
1.00 2 7. 20 28.2 6 31.6 6
1.05 28.43 29.4 6 33.0 6
1.09 29.35 30.4 6 3 4.1 6
SSK
Deflection
line**
with
Centre
Support
SSK
Prop load
[kN]
with
Centre
Support
SSK
Deflection
line**
with
Centre
Support
SSK
Prop load
[kN]
with
Centre
Support
SSK
Main Beam SLT 150
Deflection
line**
with
Centre
Support
SSK
Prop load
[kN]
with
Centre
Support
SSK
Deflection
line**
with
Centre
Support
SSK
*Load according to DIN EN 12812:
Dead load
Concrete load
Equivalent load: concret-
ing
Equivalent load: working
= 0.20 kN/m
Q
1
Q
= 24.5 kN/m3 x d [m]
2.b
= 0.10 x Q2.b
Q
4
0.75 kN/m
Q
= 0.75 kN/m
2.p
2
2
≤ Q4 ≤ 1.75 KN/m
2
conditions
Total loa d
**
Deflection according to DIN 18202. assuming perfect levelling.
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
Q = Q1 + Q
2.b
+ Q
2.p
+ Q
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:
clear room height minus 0.41 m.
Prop loads over 33.3 kN:
2
bolting on of Drophead for use with
PEP Slab Props using 2 Bolts DIN
EN ISO 4016 M12 x 40-4.6 galv.. Mu.
4
73
A16 SKYDECK
Prop loads with Prophead SSK
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]
with
Centre
Support
Slab thickness d [m]
Load q* [kN/m²]
SSK
Deflection
line**
with
Centre
Support
SSK
Prop load
[kN]
with
Centre
Support
SSK
Deflection
line**
with
Centre
Support
SSK
Prop load
[kN]
with
Centre
Support
SSK
Deflection
line**
with
Centre
Support
SSK
Prop load
[kN]
with
Centre
Support
SSK
Deflection
0.14 5.13 17. 3 7 8.7 7 11.5 7
0.16 5.62 19.0 7 9.5 7 12.6 7
0.18 6.11 20.6 7 10.3 7 13.7 7
0.20 6.60 22.3 7 11.1 7 14.9 7
0.22 7. 0 9 23.9 7 12.0 7 16.0 7
0.24 7.58 25.6 7 12.8 7 17.1 7
0.25 7.83 26.4 7 13.2 7 17.6 7
0.26 8.07 27.2 7 13.6 7 18.2 7
0.28 8.56 28.9 16.2 7 7 14.4 7 19.3 7
0.30 9.05 30.5 17.1 7 7 15.3 7 20.4 7
0.35 10.38 35.0 19.6 7 7 17.5 7 23.4 7
0.40 11.7 3 39.6 22.2 6 7 19.8 7 26.4 7
0.43 12.54 42.3 23.7 6 6 21.2 7 28.2 6
0.45 13.0 8 24.7 6 2 2.1 7 29.4 6
0.50 14.43 27.3 6 24.3 7 32.5 6
0.55 15.77 29.8 6 26.6 7 35.5 6 17.7 7
0.60 17.12 28.9 7 19.3 7
0.65 18.47 31. 2 19.0 7 7 20.8 7
0.70 19.82 33.4 20.4 7 7 22.3 7
0.75 21.0 8 35.6 21.7 6 7 23.7 7
0.80 22.30 37.6 23.0 6 7 25.1 7
0.85 23.53 39.7 24.2 6 7 26.5 7
0.90 24.75 41.8 25.5 6 7 27.8 6
0.95 25.98 26.7 7 29.2 6
1.00 2 7. 20 28.0 6 30.6 6
1.05 28.43 29.3 6 32.0 6
1.09 29.35 30.2 6 33.0 6
line**
with
Centre
Support
SSK
*Load according to DIN EN 12812:
Dead load
Concrete load
Equivalent load: concreting
Equivalent load:
working conditions
Total loa d
Deflection according to DIN 18202, assuming perfect levelling.
**
= 0.20 kN/m
Q
1
Q
= 24.5 kN/m3 x d [m]
2.b
= 0.10 x Q2.b
Q
4
0.75 kN/m
Q
= 0.75 kN/m
2.p
Q = Q1 + Q
2
2
≤ Q4 ≤ 1.75 KN/m
2
+ Q
2.b
74
2.p
+ Q
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:
clear room height minus 0.33 m.
2
4
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
A16 SKYDECK
Prop loads in panel system
Striking guide values
Panel system
Slab thickness
d [m]
0.14 5.13 5.78 7
0.16 5.62 6.33 7
0.18 6 .11 6.88 7
0.20 6.61 7. 4 3 7
0.22 7.10 7. 9 8 7
0.24 7. 5 9 8.53 7
0.25 7. 8 3 8.81 7
0.26 8.08 9.09 7
0.28 8.57 9.64 7
0.30 9.06 10.19 7
0.35 10.39 11. 6 9 7
0.40 11.74 13.21 7
0.42 12.28 13.82 6
0.45 13.09 14.73 6
0.50 14.4 4 16.24 6
0.55 15.79 17.76 6
Load q*
[kN/m²]
Prop load
[kN]
75
* Deflection to
DIN 18202, line
150
* Deflection according to
DIN 18202.
Assuming perfect levelling.
Calculation basis:
*Load according to EN 12812
Dead load
Concrete load
Equivalent load: concreting
Equivalent load:
working conditions
Total loa d
= 0.20 kN/m
Q
1
Q
= 24.5 kN/m3 x d [m]
2.b
= 0.10 x Q2.b
Q
4
0.75 kN/m
Q
= 0.75 kN/m
2.p
Q = Q1 + Q
2.b
+ Q
Striking guide values* [Days]
for the Drophead System.
Slab thickness
d [m]
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 – 1.0 9 5 2 1 1
Required
concrete
strength f
[N/mm2]
ck,cub e
*Guide values for striking time [days] for
panels and main beams with an average
curing temperature [°C] of
5° 10° 20°
2
2
≤ Q4 ≤ 1.75 KN/m
2
+ Q
2.p
4
2
The required concrete strength at the time of
striking is decisive. This is to be calculated by
suitable methods.
Guidelines according to DIN 1045 must also be taken
into account, e.g. curing. A minimum of 1.88 cm²/m
(Q 188) is required for the bottom reinforcement layer.
For systems without any centre support of the main
beams, a live load of 1 kN/m² on the slab which has
struck early, is to be considered.
* Guide values according to Leonhard for cement Z
35, CEM I 32.5 R.
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
75
A17 SK YDECK
Filler plates, forming around columns
Perm. width B [m] of the filler plate
Perm. width of influence eB [m]
for shuttering columns
Case 1
Slab
thickness
d [m]
0.14 0.65 0.71
0.16 0.62 0.69
0.18 0.60 0.68
0.20 0.58 0.65
0.22 0.57 0.64
0.24 0.55 0.63
0.25 0.55 0.61
0.26 0.54 0.61
0.28 0.53 0.60
0.30 0.52 0.59
0.35 0.49 0.58
0.40 0.47 0.56
0.43 0.46 0.54
0.45 0.46 0.53
0.50 0.44 0.52
0.52 0.44 0.51
0.55 0.43 0.51
0.60 0.42 0.50
0.65 0.41 0.49
0.70 0.40 0.48
0.75 0.39 0.47
0.80 0.39 0.46
0.85 0.38 0.46
0.90 0.37 0.45
0.95 0.37 0.45
1.00 0.36 0.44
1.05 0.36 0.44
1.09 0.35 0.43
Note:
Deflection single span beam B/300.
Fin Ply 21 mm
Spruce 400
parallel/cross
Fin Ply 21 mm
parallel/cross
Case 2
Spruce 400
Case 1
Filler Timber SPH
or Edge Beam
SRT-2
Case 2
Combihead
SCK
Filler Timber SPH
or Edge Beam
SRT-2
B
B
max. 10 cm
Panel 150
Slab
thickness
d [m]
0.14 1.14 0.49
0.16 1.01 0.43
0.18 0.90 0.38
0.20 0.81 0.35
0.22 0.74 0.32
0.24 0.68 0.29
0.25 0.65 0.28
0.26 0.63 0.27
0.28 0.59 0.25
0.30 0.55 0.23
0.35 0.47 0.20
0.40 0.41 0 .18
0.43 0.39 0.16 1.70 0.72
0.45 0.37 0.16 1.63 0.69
0.50 0.33 0.14 1.48 0.63
0.52 0.32 0 .14 1.43 0.61
0.55 1.35 0.57
0.60 1.25 0.53
0.65 1.16 0.49
0.70 1.0 8 0.46
0.75 1.01 0.43
0.80 0.96 0.41
0.85 0.91 0.38
0.90 0.86 0.37
0.95 0.82 0.35
1.00 0.78 0.33
1.05 0.75 0.32
1.09 0.73 0.31
L/500 = 3 mm L/500 = 1,5 mm
SRT-2 SPH SRT-2 SPH
e
B
Panel 75
Perm. span L [m] of the Edge Main Beams
Beam used
GT 24 4.61 3.93 3.45 3 .12 2.86 2.66 2.51 2.26 2.06 1. 97 1.91
VT 20 3.89 3.32 2.92 2.63 2.42 2.22 1.97 1.78 1.62 1.55 1.50
KH 10/16 3.79 3.23 2.84 2.56 2.35 2.10 1.86 1.68 1.53 1.46 1.42
0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.05 1.09
Slab thickness [m]
Perm. width B [m] of the filler plate max. 0.40 m
L L
76
Panel 150 or 75
Filler Timber SPH or
Edge Beam SRT-2
B
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
A18 Slab props
PEP 20
Permissible prop load [kN] according to the type test
PEP 20-300
PEP 20-350
PEP 20-400
PEP 20-500
PEP 20 N 260*
L = 1.51 – 2.60 m
Outer tube
Extension
length [m]
bottom
1.60 35.0 35.0
1.70 35.0 35.0
1.8 0 35.0 35.0 36.4 36.4
1.9 0 35.0 35.0 36.4 36.4
2.00 33.5 35.0 36.1 36.4 36.4 36.4
2.10 31.9 35.0 33.2 36.4 36.4 36.4
2.20 30.9 35.0 31.4 36.4 36.4 36.4
2.30 29.8 35.0 29.9 36.4 36.4 36.4 36.4 36.4
2.40 28.6 35.0 28.7 36.4 36.4 36.4 36.4 36.4
2.50 27.1 32.9 27.7 36.4 36.4 36.4 36.4 36.4
2.60 24.8 29.4 26.9 36.3 34.8 36.4 36.4 36.4
2.70 25.7 32.7 33.4 36.4 36.4 36.4
2.80 24.0 29.3 3 2.1 36.4 36.4 36.4 36.4 36.4
2.90 22.3 26.5 31.1 36.4 36.4 36.4 36.4 36.4
3.00 20.5 23.9 3 0.1 36.4 36.4 36.4 36.4 36.4
3.10 28.3 35.7 34.6 36.4 36.4 36.4
3.20 26.5 32.5 33.5 36.4 36.4 36.4
3.30 24.8 29.7 32 .1 36.4 36.4 36.4
3.40 23.1 2 7. 2 30.5 36.4 36.4 36.4
3.50 21.3 24.8 28.7 34.9 36.4 36.4
3.60 26.9 32.1 36.4 36.4
3.70 25.3 29.8 36.4 36.4
3.80 23.7 27.6 36.4 36.4
3.90 22.3 25.5 36.4 36.4
4.00 20.7 23.5 35.3 36.4
4.10 33.3 36.4
4.20 31.5 36.4
4.30 29.8 35.0
4.40 28.2 32.9
4.50 26.8 30.8
4.60 25.3 28.9
4.70 24.1 27. 2
4.80 22.8 25.7
4.90 21.5 24.1
5.00 20.3 2 2.1
Inner tube
bottom
L = 1.71 – 3.00 m
Outer tube
bottom
Inner tube
bottom
L = 1.96 – 3.50 m
Outer tube
bottom
Inner tube
bottom
L = 2.21 – 4.00 m
Outer tube
bottom
Inner tube
bottom
L = 2.71 – 5.00 m
Outer tube
bottom
Inner tube
bottom
All PEP 20 Props correspond to Class D
of DIN EN 1065, i. e. the permissible
load for all extension lengths is a minimum of 20 kN.
When using PERI Slab Tables, the
permissible load for all PEP 20 Props
is a minimum of 30 kN over the entire
extension lengths due to the clamping
in the Table Swivel Head or UNIPORTAL
Head.
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
*For the N Props, a use of the inner
tube at the bottom is only possible in
connection with PERI Slab Tables or
SKYDECK (bolted head).
77
A18 Slab props
PEP 20 with Base MP 50
Permissible prop load [kN] according to the type test
PEP 20-300
PEP 20-350
PEP 20-400
PEP 20-500
PEP 20 N 260*
L = 1.51 – 2.60 m
Outer tube
Overall height
[m]
2.10 35.3 35.3
2.20 35.3 35.3
2.30 35.3 35.3 35.3 35.3
2.40 33.2 35.3 35.3 35.3
2.50 31.0 35.3 33.8 35.3 35.3 35.3
2.60 29.5 35.3 30.9 35.3 35.3 35.3
2.70 27. 8 35.3 28.7 35.3 35.3 35.3
2.80 26.5 33.7 2 7. 0 35.3 35.3 35.3 35.3 35.3
2.90 25.6 29.8 25.6 34.7 35.3 35.3 35.3 35.3
3.00 23.7 26.7 24.4 31.2 34.0 35.3 35.3 35.3
3.10 21.6 23.9 23.5 28.0 31.9 35.3 35.3 35.3
3.20 22.4 25.5 30.2 35.3 35.3 35.3
3.30 20.7 23.2 28.8 35.3 35.3 35.3 35.3 35.3
3.40 19.3 21.2 27. 6 33.2 34.7 35.3 35.3 35.3
3.50 17.5 19.2 26.2 29.8 32.9 35.3 35.3 35.3
3.60 24.6 27.8 31.3 35.3 35.3 35.3
3.70 22.9 25.3 29.9 34.3 35.3 35.3
3.80 21.3 23.5 28.2 31.8 35.3 35.3
3.90 19.8 21.9 26.5 29 .1 35.3 35.3
4.00 18.3 20.1 24.8 26.9 35.3 35.3
4.10 23.2 25.3 35.3 35.3
4.20 21.8 23.5 35.3 35.3
4.30 20.4 22.1 34.6 35.3
4.40 19.1 20.6 32.7 35.3
4.50 17.8 19.2 30.7 33.2
4.60 28.4 31.2
4.70 27.2 29 .1
4.80 25.7 2 7. 6
4.90 24.3 26.0
5.00 23.1 24.6
5.10 21. 9 23.3
5.20 20.8 2 2.1
5.30 19.7 20.9
5.40 18.5 19.4
5.50 17. 6 17.7
bottom
(prop extension
+ 50 cm)
Inner tube
bottom
L = 1.71 – 3.00 m
Outer tube
bottom
Inner tube
bottom
L = 1.96 – 3.50 m
Outer tube
bottom
Inner tube
bottom
L = 2.21 – 4.00 m
Outer tube
bottom
Inner tube
bottom
L = 2.71 – 5.00 m
Outer tube
bottom
Inner tube
bottom
78
*For the N Props, use of the inner tube
at the bottom is only possible in
connection with PERI Slab Tables or
SKYDECK (bolted head).
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
A18 Slab props
PEP 30
Permissible prop load [kN] according to the type test
PEP 30-150
L = 0.96 – 1.50 m
Outer tube
Extension
length [m]
bottom
1.00 36.4 36.4
1.10 36.4 36.4
1.20 36.4 36.4
1.3 0 35.9 36.4
1.40 35.3 36.4
1.50 34.5 36.4 42.9 42.9
1.60 42.9 42.9
1.70 42.9 42.9
1.8 0 4 2.1 42.9 42.9 42.9
1.9 0 39.7 42.9 42.9 42.9
2.00 37.9 42.9 42.9 42.9 45.5 45.5
2.10 36.4 42.9 42.9 42.9 45.5 45.5
2.20 35.5 42.9 42.9 42.9 45.5 45.5
2.30 34.3 41.5 42.9 42.9 45.5 45.5 41.5 41.5
2.40 33.1 38.7 42.7 42.9 45.5 45.5 41.5 41.5
2.50 31.0 35.9 41.1 42.9 45.5 45.5 41.5 41.5
2.60 40.0 42.9 45.5 45.5 41.5 41.5
2.70 38.5 42.9 45.5 45.5 41.5 41.5
2.80 36.9 41.6 45.5 45.5 41.5 41.5
2.90 34.2 38.3 45.0 45.5 41.5 41.5
3.00 31. 3 34.8 43.6 45.5 41.5 41.5
3.10 41.4 44.2 41.5 41.5
3.20 38.7 42.1 41.5 41.5
3.30 36.1 38.7 41.5 41.5
3.40 33.3 35.7 41.5 41.5
3.50 30.7 32.5 41.5 41.5
3.60 41.5 41.5
3.70 41.3 41.5
3.80 38.5 41.3
3.90 35.9 38.1
4.00 33.2 34.9
Inner tube
bottom
PEP 30-250
L = 1.46 – 2.50 m
Outer tube
bottom
Inner tube
bottom
PEP 30-300
L = 1.71 – 3.00 m
Outer tube
bottom
Inner tube
bottom
PEP 30-350
L = 1.96 – 3.50 m
Outer tube
bottom
Inner tube
bottom
PEP 30-400
L = 2.21 – 4.00 m
Outer tube
bottom
Inner tube
bottom
All PEP 30 Props correspond to Class E
of DIN EN 1065, i. e. the permissible
load for all extension lengths is a minimum of 30 kN.
When using PERI Slab Tables, the permissible load for all PEP 30 Props is a
minimum of 40 kN (PEP 30-150 = 35 kN)
over the entire extension lengths due to
the clamping in the Table Swivel Head
or UNIPORTAL Head.
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
79
A18 Slab props
PEP 30 with Base MP 50
Permissible prop load [kN] according to the type test
PEP 30-250
L = 1.46 – 2.50 m
Outer tube
Overall height
[m]
2.00 41.6 41.6
2.10 41.6 41.6
2.20 41.6 41.6
2.30 38.9 41.6 41.6 41.6
2.40 36.1 41.6 41.6 41.6
2.50 33.9 41.6 41.6 41.6 4 4 .1 44.1
2.60 32.2 41.0 41. 6 41.6 4 4.1 4 4.1
2.70 30.8 38.7 41.6 41.6 4 4 .1 44.1
2.80 29.7 35.3 40.3 41.6 44.1 4 4 .1 40.3 40.3
2.90 2 7.5 31.3 38.3 41.6 4 4.1 4 4 .1 40.3 40.3
3.00 25.9 27. 6 36.5 41. 3 44.1 4 4.1 40.3 40.3
3.10 35 .1 40.0 4 4 .1 44.1 40.3 40.3
3.20 32.9 36.8 43.8 4 4 .1 40.3 40.3
3.30 31.1 33.2 41.7 44.1 40.3 40.3
3.40 28.5 30.3 38.8 41.8 40.3 40.3
3.50 26.1 27.1 37.1 39.7 40.3 40.3
3.60 34.8 36.5 40.3 40.3
3.70 32.4 33.5 40.3 40.3
3.80 30.0 30.9 40.3 40.3
3.90 27.8 28.7 40.3 40.3
4.00 25.6 26.3 39.4 40.3
4.10 36.7 3 7. 9
4.20 34.3 35.2
4.30 32.0 32.9
4.40 29.9 30.5
4.50 27.6 28.2
bottom
(prop extension
+ 50 cm)
Inner tube
bottom
PEP 30-300
L = 1.71 – 3.00 m
Outer tube
bottom
Inner tube
bottom
PEP 30-350
L = 1.96 – 3.50 m
Outer tube
bottom
Inner tube
bottom
PEP 30-400
L = 2.21 – 4.00 m
Outer tube
bottom
Inner tube
bottom
80
Instructions for Assembly and Use – Standard Configuration
SKYDECK Panel Slab Formwork
A18 Slab props
PEP Ergo B
Permissible prop load [kN] according to type test
PEP Ergo B-300
L = 1.97 – 3.00 m
Outer tube
Extension
length [m]
bottom
2.00 30.0 30.0
2.10 29.8 30.0
2.20 27.0 30.0
2.30 24.6 30.0 30.0 28.6
2.40 23.0 30.0 28.6 28.6
2.50 21.4 30.0 25.5 28.6
2.60 20.3 29.5 23.1 28.3
2.70 19.3 27. 4 21.2 28.0
2.80 18.2 24.8 19.8 27.4
2.90 16.9 22.2 18.6 26.0
3.00 15.6 20.2 17.5 24.4
3.10 16.3 22.7
3.20 15.2 20.8
3.30 14. 2 19.0
3.40 13.2 17.4
3.50 12.4 15.7
Inner tube
bottom
PEP Ergo B-350
L = 2.25 – 3.50 m
Outer tube
bottom
Inner tube
bottom
Note:
■
PERI PEP Ergo B-300 and PEP Ergo B-350 Props meet
the load-bearing capacity requirements of Prop Class B
as stipulated in DIN EN 1065.
■
General Building Inspectorate Approval Z-8.311-934
issued by the German Institute for Building Technology
(DIBt).
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
81
A18 Slab props
PEP 30 with Base MP 50
Permissible prop load [kN] according to type test
PEP Ergo D-150
L = 0.98 – 1.50 m
Outer tube
Extension
length [m]
bottom
1.00 30.0 30.0
1.10 30.0 30.0
1.20 30.0 30.0
1.3 0 30.0 30.0
1.40 28.4 30.0
1.50 26.4 30.0 35.0 35.0
1.60 35.0 35.0
1.70 32.8 35.0
1.8 0 30.7 35.0
1.9 0 2 9.1 35.0
2.00 28.1 35.0
2.10 27. 2 35.0
2.20 26.4 34.0
2.30 25.7 32.3 40.0 40.0
2.40 24.2 29.4 40.0 40.0
2.50 22.4 26.2 40.0 40.0
2.60 37. 8 40.0 40.0 40.0
2.70 35.1 40.0 40.0 40.0
2.80 33.0 40.0 40.0 40.0
2.90 31.1 40.0 40.0 40.0
3.00 29.6 40.0 40.0 40.0
3.10 2 8.1 38.6 3 7.7 40.0
3.20 26.9 34.7 35.6 40.0
3.30 25.0 31.5 33.7 40.0 40.0 40.0
3.40 23.1 28.6 32.3 40.0 40.0 40.0
3.50 21.2 25.8 30.7 39.3 40.0 40.0
3.60 28.6 35.9 40.0 40.0
3.70 26.7 32.9 40.0 40.0
3.80 24.9 30.2 40.0 40.0
3.90 23.1 27. 8 40.0 40.0
4.00 21.4 25.3 40.0 40.0
4.10 39.0 40.0
4.20 36.3 40.0
4.30 33.8 39.0
4.40 31.6 36.7
4.50 29.6 34.3
4.60 27.8 32.1
4.70 26.1 3 0.1
4.80 24.5 28.2
4.90 23.0 26.4
5.00 21.4 24.7
Inner tube
bottom
PEP Ergo D-250
L = 1.47 – 2.50 m
Outer tube
bottom
Inner tube
bottom
PEP Ergo D-350
L = 2.26 – 3.50 m
Outer tube
bottom
Inner tube
bottom
PEP Ergo D-400
L = 2.51 – 4.00 m
Outer tube
bottom
Inner tube
bottom
PEP Ergo D-500
L = 3.26 – 5.00 m
Note:
■
PERI PEP Ergo D-150, PEP Ergo D-250, PEP Ergo D-350, PEP Ergo D-400 and
PEP Ergo D-500 Props fulfil Prop Class D load-bearing capacity requirements of
DIN EN 1065.
■
In addition, the PEP Ergo D-250 Prop fulfils Prop Class B requirements as stipulated
in DIN EN 1065.
■
General Building Inspectorate Approval Z-8.311-934 for PERI PEP Ergo D-150 and
PEP Ergo D-250.
■
General Building Inspectorate Approval Z-8.311-941 for PERI PEP Ergo D-350,
PEP Ergo D-400 and PEP Ergo D-500.
82
Instructions for Assembly and Use – Standard Configuration
SKYDECK Panel Slab Formwork
A18 Slab props
PEP Ergo B
Permissible prop load [kN] according to type test
PEP Ergo E-300
L = 1.96 – 3.00 m
Outer tube
Extension
length [m]
bottom
2.0 50.4 50.4
2.1 50.4 50.4
2.2 50.4 50.4
2.3 50.4 50.4
2.4 50.4 50.4
2.5 48.9 50.4
2.6 46.2 50.3 50.4 50.4
2.7 44.4 48.8 50.4 50.4
2.8 42.5 46.7 50.4 50.4
2.9 40.5 44.0 50.4 50.4
3.0 38.0 39.6 50.4 50.4
3.1 50.4 50.4
3.2 50.4 50.4
3.3 50.4 50.4
3.4 50.4 50.4
3.5 4 8.1 50.4
3.6 45.4 50.4
3.7 42.1 47. 4
3.8 39.1 43.7
3.9 36.2 39.8
4.0 33.1 35.3
Inner tube
bottom
PEP Ergo E-400
L = 2.51 – 4.00 m
Outer tube
bottom
Inner tube
bottom
Note:
■
PERI PEP Ergo E-300 and PEP Ergo E-400 Props fulfil
Prop Class E load-bearing capacity requirements of
DIN EN 1065.
■
General Building Inspectorate Approval Z-8.311-941
of the German Institute for Building Technlogy (DIBt).
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
83
A18 Slab props
MULTIPROP 250, 350, 480, 625
Permissible prop load [kN] according to the type test
MP 250
L = 1.45 – 2.50 m
Extension
length [m]
1.45 75.5 78.5
1.50 75.5 78.5
1.60 75.5 78.5
1.70 75.5 78.5
1.8 0 73.8 78.5
1.9 0 70.6 78.5
1.9 5 68.0 78.5 91.0 90.1
2.00 67.3 78.5 91.0 90.1
2.10 65.7 76.8 86.0 90.1
2.20 64.1 7 5 .1 80.6 9 0 .1
2.30 62.5 72.6 75.1 89.8
2.40 60.8 6 9 .1 70.7 87. 9
2.50 59.2 65.6 66.4 86.1
2.60 63.7 8 3.1 88.5 73.6
2.70 61.1 80.1 83.7 73.3
2.80 59.2 7 7.1 78.8 72.9
2.90 5 7. 4 74.1 74.0 72.6
3.00 56.0 70.3 6 9 .1 72.2
3.10 54.5 66.6 64.9 71.4
3.20 52.9 61.8 60.7 70.7
3.30 51.3 57.1 56.5 70.0
3.40 47.7 51.7 54.1 68.2
3.50 44.2 46.4 51.8 66.5
3.60 49.4 64.7
3.70 47. 5 60.4
3.80 45.7 56.1
3.90 43.8 51. 8
4.00 41. 8 48.4
4.10 39.7 45.0
4.20 3 7.7 41.6
4.30 35.8 39.3 57.9 45.7
4.40 33.9 3 7. 0 56.3 45.7
4.50 32.0 34.8 54.7 45.7
4.60 30.2 32.5 52.5 4 5 .1
4.70 28.3 30.2 50.3 44.4
4.80 26.4 2 7. 9 47.9 43.5
4.90 45.2 42.4
5.00 42.5 41. 3
5.10 39.9 39.9
5.20 3 7. 2 38.5
5.30 34.9 37.1
5.40 32.8 35.6
5.50 30.8 3 4 .1
5.60 29.3 32.6
5.70 27.8 31.2
5.80 26.4 29.6
5.90 25.1 27. 9
6.00 23.8 26.2
6.10 22.7 24.8
6.20 21.6 23.4
6.25 21.0 22.7
Outer tube
bottom
Inner tube
bottom
Outer tube
MULTIPROP Props are classified according to official approval as follows:
MP 250 Class T 25
MP 350 Class R 35
Note:
To release the loads > 60 kN, we recommend using the HD Wingnut Spanner,
Item no. 022027.
When using PERI Slab Tables, the permissible load of the MULTIPROP MP 350
Prop is a minimum of 56 kN and a minimum of 36 kN for the MP 480 over the
entire extension length which is due to the clamping in the Table Swivel Head or
UNIPORTAL Head.
MP 350
L = 1.95 – 3.50 m
bottom
MP 480 Class D 45
MP 625 Class D 60
Inner tube
bottom
MP 480
L = 2.60 – 4.80 m
Outer tube
bottom
Inner tube
bottom
MP 625
L = 4.30 – 6.25 m
Outer tube
bottom
Inner tube
bottom
84
Instructions for Assembly and Use – Standard Configuration
SKYDECK Panel Slab Formwork
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
85
SKYDECK Panel Slab Formwork
2
4
0
Item no. Weight kg
Panels SDP
061000
061011
061020
061010
061013
061030
15.500
11.700
9.780
8.560
6.350
5.250
061160 25.700 Main Beam SLT 375
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.
For cantilevers.
L B
1500 750
1500 500
1500 375
750 750
750 500
750 375
L
B
0
1
2
2
1
9
9
061100 15.600 Main Beam SLT 225
For standard fields.
3750
1042 1042
450 750 375 375 750 450
300 300
82 266
225 0
300 300
82 266
4503753 75450
2
1
2
1
0
4
2
86
SKYDECK Panel Slab Formwork
Item no. Weight kg
061110 9.690 Main Beam SLT 150
For filler areas.
150 0
112 0
190 190
80
0
9
1
2
1
061026
061027
061024
061038
061045
061046
1.580
0.794
0.524
0.400
5.740
2.720
Cover Strips SAL
Cover Strip SAL 150
Cover Strip SAL 75
Cover Strip SAL 50
Cover Strip SAL 37.5
Plastic. Panel with 21 mm plywood. For use with
drophead SFK.
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.
L
1500
750
500
375
L
78
3
5
2
2
49
1500 / 750
1488 / 738
8
9
87
SKYDECK Panel Slab Formwork
Item no. Weight kg
061210 6.180 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.
061200 3.860 Prophead SSK
With self-locking coupling. Supports main beams,
panels, edge girders and filler timber.
40
250
8
5
2
0
6
0
5
0
6
2
1
6
1
0
9
3
9
4
5
0
5
2
061180 5.340 Combihead SCK
With self-locking coupling. Supports main beams,
panels, edge girders and filler timber.
305
0
9
5
2
0
5
2
5
1
6
1
88
SKYDECK Panel Slab Formwork
Item no. Weight kg
Filler Timbers SPH
061049
061036
061021
061022
3.350
5.020
8.660
5.350
Filler Timber SPH 150
Filler Timber SPH 225
For compensations with 21 mm plywood
formlining.
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.
49
1500 / 2250
8
9
061051 5.250 Wall Holder SWH-2
For horizontal anchoring at the wall. Attach to
every second girder or panel.
0
9
4
1
202 100
2
0
1
1
89
SKYDECK Panel Slab Formwork
Item no. Weight kg
061023 2.140 End Support SSL
To be used as compensation to the filler area and
to be fixed to the drophead SFK.
061290 0.133 Panel Clip SPK
Fixes panel on main beam.
1
2
1
50 33
2
0
1
0
6
1
86165
061280 0.778 Panel Wedge Clip SPKK
Fixes panel on main beam.
061052 2.590 Table Connector STV
For assembling SKYDECK Slab Tables. Also allows
the fixing of intermediate props at the main beam.
061300 2.240 Erection Aid SSH
For forming with SKYDECK. Adjustable in
7.5-cm-increments.
6
1
1
116 80
330
86
0
7
90
2325 - 3750
SKYDECK Panel Slab Formwork
Item no. Weight kg
061310 0.996 Tension Sleeve SAO
For bracing cantilevered main beams.
Technical Data
Permissible tension force 3.0 kN.
2
5
2
1
6
123633 12.100 Tension Unit SD
061060 108.000 Platform SDB 150
Work and safety scaffold. Scaffold width 1.30 m.
With continuous 39 mm thick decking and foldable
handrail frame.
143
70
Technical Data
Permissible load 150 kg/m
3855
2
.
0
8
6
5
1
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.
1490 1433
Technical Data
Permissible load 150 kg/m
2240
6
0
0
1
1288
2
.
0
2
2
1
91
SKYDECK Panel Slab Formwork
Item no. Weight kg
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/m
2990
2
.
061250 4.760 Guardrail Holder SGH, Alu
For assembling a guardrail with SKYDECK.
Accessories
061260 6.150
Guardrail Post SGP
061260 6.150 Guardrail Post SGP
As guardrail for different systems.
Technical Data
Maximum width of influence 1.55 m.
5
0
0
3
1500
1640
0
2
1
8
5
4
2
6
3
0
0
3
92
3
3
4
8
3
3
4
3
1
4
8
6
7
1
6535
SKYDECK Panel Slab Formwork
Item no. Weight kg
065073 1.370 Anchor Chain 3.0 kN, l = 2.5 m Technical Data
Permissible tension force 3.0 kN.
065074 0.450 Turnbuckle 3.0 kN, M12 Technical Data
Permissible tension force 3.0 kN.
1
6
min 220 max 300
2500
5
1
028100 1.830 Base Plate for RS
For assembly of RS Push-Pull Props.
124777 0.210 Anchor Bolt PERI 14/20 x 130
For temporary fixation to reinforced concrete
structures.
123970 0.047 Screw-On Sleeve PERI M16/164
For temporary mounting of components on reinforced concrete slabs.
Complete with
1 pc. 018050 Pin Ø 16 x 65/86, galv.
1 pc. 018060 Cotter Pin 4/1, galv.
150
Ø13
Ø21
90
5
8
0
1
Note
See PERI data sheet!
Drilling Ø 14 mm.
Ø14
130
SW 24
Note
Inserted into the fresh concrete immediately after
concreting.
123973 0.240
Accessories
Bolt ISO 4014 M16 x 130-8.8, galv.
4
3
23Ø
9
8
1
5
5
1
93
SKYDECK Panel Slab Formwork
Item no. Weight kg
061530 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
Note
Follow Instructions for Use!
Technical Data
Permissible load-bearing capacity 750 kg.
0
5
2
0
5
5
1
0
1
1
2
061500 76.700 Pallet SD 150 x 75, galv.
For stacking and transportation of 14 SKYDECK
Panels 150 x 75.
2310
Note
Follow Instructions for Use!
Technical Data
Permissible load-bearing capacity 1.0 t.
0
3
2
7
7
9
1
1
1630 760
6401510
94
SKYDECK Panel Slab Formwork
Item no. Weight kg
061510 105.000 Pallet Lifting Trolley 1800 mm
For moving pallets and crate pallets.
Note
Follow Instructions for Use!
Technical Data
Forklift arm length 1800 mm, forklift arm width
550 mm, stroke range 115 mm.
Permissible load-bearing capacity 2.0 t.
.
061520 403.000 Transportation Fork SUG, galv.
For moving SKYDECK Slab Tables.
Note
Follow Instructions for Use!
Technical Data
Permissible load-bearing capacity 1.0 t.
0
4
2
3
9
2
4
1
390 0 1224
0
0
8
2
95
SKYDECK Panel Slab Formwork
Item no. Weight kg
035500 72.800 Stripping Cart, Alu
Mobile working scaffold. Height-adjustable in
25-cm-increments. Platform height max. 2.00 m.
Note
Follow Instructions for Use!
Technical Data
Permissible load 100 kg/m
1800 750
2
.
5
3
0
3
96
SKYDECK Panel Slab Formwork
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 25 x 5750 Item no. 100707 (x 1)
and Scaffold Tube Steel L = 1000 Item no. 100706
(x 6).
Complete with
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
12 pc. 102807 Ballast 10 kg ASW
2 pc. 103040 Lateral complete ASW
1 pc. 102587 Center part ASW galv.
Note
Follow Instructions for Use!
Technical Data
Permissible load 100 kg/m
2
.
2360 1 100
102807
102587
103040
102035
102025
102026
0
5
1
1
102027
102028
100678
102034
102030
102029
97
SKYDECK Panel Slab Formwork
Item no. Weight kg
Handrail Units SD
118331
118323
13.500
18.000
Handrail Unit SD 75
Handrail Unit SD 150
For assembling a Guardrail on a casting segment
with SKYDECK. Assembling in a rectangular angle
on top of the Main Beams.
750 / 1500 343
7
3
5
1
126630 123.000 Pallet Handrail Unit SD 75
For stacking and transportation of 10 SKYDECK
Handrail Units SD 75.
Note
Follow Instructions for Use!
Technical Data
Permissible load-bearing capacity 150 kg.
1995 1030
0
0
1
2115
8
3
0
1
1150
0
5
7
98
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