multiflex us1 en
DESCRIPTION
MultiflexTRANSCRIPT
MULTIFLEXThe flexible and adaptable girder slab formwork
Edition 09 | 2011
PERI GmbHFormwork Scaffolding EngineeringRudolf-Diesel-Strasse 19
89264 Weissenhorn
Germany
Tel. +49 (0)7309.950- 0
Fax +49 (0)7309.951- 0
www.peri.com
Important Notes:
Without exception, all current safety regulations
must be observed in those countries where our
products are used.
The photos shown in this brochure feature con struction
sites in progress. For this reason especially safety and
anchor details cannot always be considered as conclu-
sive or final. These are subject to the risk assessment
carried out by the contractor.
The systems or items shown are not necessarily
available in all countries.
Safety instructions and load specifications are to
be strictly observed at all times. Separate structural
calculations are required for any deviations from the
standard design data.
The information contained herein is subject to
technical changes in the interests of progress.
Errors and typographical mistakes reserved.
1
Content
2 4 versions for cost-effective forming
4 The flexible and adaptable
girder slab formwork
6 For any layout and any height
8 PERI formwork girders GT 24, VT 20
10 PERI slab props, MULTIPROP, PEP
12 Design example of a slab
14 Shuttering
16 Striking
18 Early striking, supporting
prefabricated slabs, guardrails
19 Beams UZ
20 Stopend Formwork
22 Design tables for slab props,
plywood, girder GT 24, VT 20
38 Components
48 PERI International
2
50 50 50 50 50 50 50
90
50 50 50 50 50 50
90 90 90 2,50 2,50
1,15 2,501,15 1,15
1,00 1,00 1,00
1,80 1,80 2,88 2,88
2,88 2,88
2,50
50
625 625 625 625 625
625 625 625 625 625
PERI MULTIFLEX4 versions for cost-effective forming
1. Main beam: VT 20 Cross beam: VT 20
2. Main beam: GT 24 Cross beam: VT 20
3. Main beam: GT 24 Cross beam: GT 24
4. Main beam: 2 x GT 24 Cross beam: GT 24
Cross
beam
Main Beam
3
2,77 37,8 0,44
2,59 36,4 0,35
2,01 32,0 0,23
2,26 32,4 0,35
The same type of main and cross be-
ams simplifies material requirements
and planning.
Large numbers of props and individu-
al components as well as heavy form-
work result in slow shuttering times.
The most cost-effective solution in
terms of material.
With the clawhead 24, the GT 24
girder can be supported at any point
as well as transferring the maximum
load of 28 kN.
Fewer props, fewer components,
faster shuttering times.
The same type of main and cross
beams simplifies material require-
ments and planning.
The GT 24 main and cross beams
have an extremely long service life
which represents a long-term invest-
ment.
Fewer components for even faster
shuttering operations.
The same type of main and cross be-
ams simplifies material requirements
and planning.
The GT 24 main and cross beams
have an extremely long service life
which represents a long-term invest-
ment.
Preferred applications are industrial
buildings and thick slabs in combinati-
on with MULTIPROP post shores.
Fewest number of props and compo-
nents resulting in the fastest shutte-
ring times.Example:slab depth d = 300 mm
Parts/m² kg/m² Props/m²
Conclusion:Fewer and lighter components mean
faster shuttering!
4
PERI MULTIFLEXThe flexible and adaptable girder slab formwork
PERI MULTIFLEX with
GT 24 main girders and
VT 20 cross beams in a
office building.
GT 24 or VT 20 girders
are used individually or
in combination
depending on the
requirements.
PERI MULTIFLEX, the universal girder slab formwork system for any ground plan and any floor height.
The GT 24 lattice girder or the VT 20
solid formwork girder can be used.
With PERI MULTIFLEX you always
shutter cost-effectively and efficiently.
Using the universal, rigid and long-lasting
GT 24 lattice girder allows large spacings
for main, secondary girders and sup-
ports. The GT 24 reduces the number of
components to be erected and struck.
The VT 20 girder with its high-grade
web board is the cost-effective solution
for thinner slabs.
5
PERI MULTIFLEX slide
rules simplify the
planning process.
MULTIFLEX on ST 100 stacking towers.
The ideal combination for thick slabs
and larger heights. The GT 24 is used
as a twin main girder to utilise the
strength of the ST 100 stacking tower
more efficiently.
The ST 100 forkhead spindle
securely holds two GT 24 so
they cannot tilt.
Supporting MULTIFLEX can be in the form of individual props or falsework systems.
Through the high load-bearing capacity
of the GT 24, the number of slab props
is reduced considerably which makes
the system more cost-effective.
Particularly in combination with the
fast, lightweight aluminium MULTIPROP
post shores.
MULTIPROP MP 350 with GT 24
as main and cross beams with
MULTIFLEX slab formwork.
The ST 100 stacking tower
is the efficient falsework for
civil engineering projects.
6
PERI MULTIFLEXFor any layout and any height
Construction of an underground car park with
twin GT 24 main beams. MULTIPROPs are
capable of transferring the high loads. The result
is fast shuttering thanks to the small number of
components.
For substantial clear heights the ST 100 is the
ideal support for MULTIFLEX, as it is easily
erected and offers a high degree of safety.
MULTIFLEX can be easily adapted by changing
the direction of the main girders and telescop-
ing the secondary girders.
MULTIFLEX being used with GT 24 for a 11.60 m
diameter circular tank with tapered slab.
7
When the striking
cannot keep up with
the shuttering cycles.
The ST 100 stacking tower can
be preassembled lying flat on
the slab.
8
80
240
PERI formwork girderGT 24 – the all-rounder
Light for slabsThe GT 24 as formwork girder with
MULTIFLEX slab formwork.
Strong enough for wall formworkRegardless of the height, the GT 24
makes it possible: One-piece girders up
to 17.80 m long.
Efficient in special applicationsA cost-effective solution: Bridge form-
work with GT 24 girders.
perm. QD = 14.0 kN*
perm. QZ = 13.0 kN**
perm. M = 7.0 kNm
Iy = 8064 cm4
*QD = permissible shear force on
struts
**QZ = permissible shear force on
ties
Ideal for site nailing requirements due
to the 6 x 8 cm thick timber chord.
Reliable impact protection
through steel end caps and
side-to-side steel rivets.
Mark of conformity
Day of production
Year of manufacture
Length in cm (rounded off)
Durability through the
patented girder nodes with
mini-dovetail jointing.
9
80
40
The PERI VT 20K is the 200 mm solid web girder complete with optimal protection at the girder ends.
The robust steel cap which surrounds
the end of the girder, as well as the
concave web end, reliably prevent da-
mage to the girder ends in demanding
and tough conditions on the construc-
tion site. Here, the natural elasticity of
the timber is used to absorb the impact
energy if the girder falls to the ground.
The VT 20K being used as main and secondary
girders. The light MULTIPROP 480 with high
load bearing capacity is used for supporting.
Simple applicationThe 4 x 8 cm thick chords provide suffi-
cient width for nailing plywood joints.
Mark of conformity
Day of production
Year of manufacture
Length in cm (rounded off)
perm. Q = 11.0 kN
perm. M = 5.0 kNm
Iy = 4290 cm4
VT 20 – the inexpensive solid formwork girder
Robust steel caps on the
chord ends provide protection
against damage.
10
MP 6254,30 – 6,25 m
MP 4802,60 – 4,85 m
MP 3501,95 – 3,50 m
MP 2501,45 – 2,50 m
MP 1200,80 – 1,20 m
PERI slab propsMULTIPROP – the aluminium prop
MULTIPROP MP, the aluminium slab prop for use as individual prop, table or shoring tower.
The MULTIPROP post shores are made
of aluminium which mean they are very
light. The MP 350 can be extended
from 1.95 m to 3.50 m and weighs only
19.70 kg.
MULTIPROP post shores MP 250, 350,
480 and 625 are officially approved by
the Deutsches Institut für Bautechnik in
Berlin (No. Z-8.312-824).
Self-cleaning threadStill functions without any
problems even it is very dirty.
Free-running MULTIPROP collarProvides 36 mm of adjustment
with every turn.
Integrated measuring tapeFor an exact prop adjustment
without any time-consuming
measuring.
The same profile spacing
allows easy attachement
of the frame to both the
inner and outer tubes.
MULTIPROP post shores
are type tested. This
makes time-consuming
static calculations
unnecessary.
11
PEP PERI EURO PROP slab props
PEP 20, PEP 30, slab props made of steel with high load-bearing capacity and low weight.
Load-bearing capacityPermissible loads according to
DIN EN 1065: PEP 20 = min. 20.0 kN
(max. 35 kN)
PEP 30 = min 30.0 kN (max. 40.0 kN)
This reduces the number of slab props
required on site.
DurabilityThe complete galvanization of all surfac-
es guarantees a long service life.
PEP 30-350, L = 1.96 m – 3.50 m
only weigh 22.7 kg and carries 31.6 kN
when fully extended. This makes the
work easy and tireless.
The shape of the
lowering nut shows the
direction for lowering
when under load.
PEP 20 and 30 slab props
are type tested. This
makes time-consuming
static calculations
unnecessary.
Assembly of accessoriesSame end plate on the inner and
outer tube centre the crossheads.
This means that PEP props can be
turned upside down without any
problems and ensure easy
handling.
Reinforced hammer blow surface
Reinforced hammer blow surface
12
3,27
13,9
3,27
20,9
3,27
27,8
2,65
28
2,03
28
1,55
28
1,32
28
3,08
13,1
3,08
19,7
3,08
26,2
2,65
28
2,03
28
1,55
28
1,32
28
3,53
15,0
3,53
22,6
3,31
28
2,65
28
2,03
28
1,55
28
1,32
28
0,20
7,1
0,75 0,625 0,50
PERI MULTIFLEXDesign example of a slab
Depending on the selected girder com-
bination, calculations for MULTIFLEX
are carried out with the PERI tables.
Depending on the slab thickness and
selected secondary beam spacing, and
depending on the formlining, this re-
sults in the permissible main beam and
prop spacings.
The secondary girder spacing possible
is determined using the slab depth and
taking into account the formlining used
(3-play sheets, 21 mm).
Pre-selection of the permissible prop
spacing, the possible main girder spa-
cing and actual prop load allows the
user to optimally plan and use PERI
MULTIFLEX as a function of the given
girder lengths, prop load capacity and
structure geometry.
The PERI slide rule takes into account
the 30 cm spacing of the GT 24 joints
so that intermediate props can be posi-
tioned without setting out.
d = 20 cm
h = 2,80 m
GT 24
21 mm, 50 x 250 cm
Example using GT 24/GT 24 slide rule
Example:Slab thickness:
Clear height:
Main and crossbeam:
Plywood size:
aa
aa
b
b
cc
c
Secondary girder spacing
Main
gird
er spac
ing
Prop spacing
0,60
0,90
1,20
1,50
1,80
2,10
2,40
Prop Spacing c [m]
Slab Thickness d [m]
Load q [kN/m²]
Permissible main girder spacing b [m]
Actual prop load F [kN]
Secondary girder spacing a [m]
The calculations are based on: Load according to EN 12812
Deflection limited to l/500
Main girder support at girder nodes
Plywood 3-Ply Panel 21 mm
13
0,625
1,20 1,20
Fv = 27,8 kN x 3,00 m = 25,5 kN
3,27 m
3,00
1,20 1,20
0,625 0,625
1. Secondary girder spacing a formlining support
Prop load Fv: 25.5 kN
The load specified by the table is read
off. It is 27.8 kN. Due to the selected
main beam spacing of b = 3.00 m, this
results in the following loads which
have to be carried.
Now select a suitable prop (PEP,
MULTIPROP). Selected: PEP 30-250 or
PEP 20-300.
4. Prop load
Selected prop spacing c: 1.20 m
3. Prop spacing c main girder support
When using the Clawhead 24, the GT
24 can be supported at any position.
The max. bearing load of 28 kN is thus
guaranteed.
Selected main beam spacing b: 3.00 m
Max. permissible span for secondary
girder according to the table: 3.27 m,
Main girder spacing selected: 3.00 m
(depending on room geometry)
2. Main girder spacing b main girder support
Selected secondary beam spacing a: 0.625 m
The secondary beam spacing is deter-
mined by the slab thickness and the
size and type of formlining actually
used.
14
1 2
2a 2b
PERI MULTIFLEXShuttering
Mount Crosshead or Clawhead on the prop and lock in place
(with the self-locking coupling).
Secure other types with pins and cotter pins.
As alternative to the Crosshead:Lowering Head 20/24 for easy lowering.
Position crosshead props on a flat, clean and sufficiently
load-bearing surface. Secure with Tripod (assembly aid).
Formwork height > 3.0 m with MULTIPROP propBrace props with Frame MRK as assembly aid. For further
details, see type test and MULTIPROP assembly instruc-
tions.
Formwork height > 3.0 m with PEP steel tube propBrace props with Frame MRK as assembly aid.
Alternative:
Mount diagonal bracing as assembly aid with boards and
brace clamps.
Horizontal loads from the shuttering procedure can
only be transferred for formwork heights up to approx.
3.0 m.
Turn the props so
that the G-hook
can be operated.
40 mm
15
5 6
3 4
Level crosshead props. Install Main Beam from below with
the Erection Bar.
The Crosshead securely supports one or two Main Beams
with no risk of tipping.
Fit Cross Beam from below with the Erection Bar.
Adjust the Crossbeam so that plywood formlining joints are
always positioned on a Crossbeam or pair of girders.
Beam overlap:
VT 20 min. 15 cm on both sides
GT 24 min. 16.3 cm on both sides
Secure Crossbeam against tipping, e.g. with Flexclip/
MULTIFLEX Plus.
Fit plywood formlining and secure with nails.
Level formwork and spray, e.g. with PERI Bio Clean.
Attention: risk of slipping!
Attach intermediate props with Clawheads in prop spacings c
on the beam. Fix/lower props to required length.
Risk of falling!Mount guardrails before shuttering and according to valid regulations!
Risk of tipping!Load effects are to be safely transferred!*see safety instructions: „General Information“
The MULTIFLEX slab formwork can now be loaded. Ensure
pallets are available on the assembly area during striking.
Main beam spacing bx · Prop spacing c
min. 15 min. 15min. 15 min. 15
VT 20
VT 20VT 20
VT 20
min. 15
c
16
1 2
2a 3
PERI MULTIFLEXStriking
4
4
Dismantle intermediate props and store in pallets.
For horizontal transport, the heads stay attached to the
props!
Lower all crosshead props by approx. 4 cm*.
Alternative to Picture 2Use hammer blow to lower the Lowering Head = 4 cm.
With larger spans, begin lowering and removal of
props in the slab centre.
Curing time must be taken into consideration
Push back wedge to the original position for the next
use and hammer in securely.
Remove Crossbeam with Erection Bar from below and store
in pallets.
Crossbeams placed under the plywood formlining
joints remain in position.
17
4 5
6 7
Before the first and each further use, spray the plywood
formlining edges with, e.g. PERI Bio Clean.
This ensures easier shuttering and striking, and looks after
the plywood.
Remove plywood and remaining Crossbeams and store in
pallets.
Accurately stack the plywood formlining in order to be
able to clean the stacked sheet edges.
Remove Main Beams and store in pallets.
* Take prop load into consideration!
In those cases where the formwork is not dismantled, con-
creting of a slab above this could lead to overloading the
props.
Remove the crosshead props and store them in pallets.
For horizontal transport, the heads stay attached to the
props!
18
PERI MULTIFLEXEarly striking, supporting prefabricated slabs, guardrails
Supporting pre-fabricated slab panelsPartially pre-fabricated slabs can also be
supported with MULTIFLEX. Here, only
main beams with props and accessories
are required. Main beam spacings (for
supporting slab panels) are normally
specified. Dimensioning is done with
PERI Tables.
Early striking with temporary propsIn order to allow early striking, tempora-
ry props must be positioned first. This
means that formwork materials can be
dismantled earlier and and are then
available for the next use.
PERI guardrail holder for the guardrailAttach to the formwork structure, install
guardrail boards – that´s it!
Struck slab with
temporary prop.
With an adjustment range of 42 cm,
the handrail holder is clamped to
the slab formwork and elements
already concreted.
PERI VT 20 Girders and
PEP 20 Slab Props for
supporting pre-fabrica-
ted slab panels.
Striking procedure:Firstly, the temporary props must be
positioned in the centre of the area
(use more if necessary) according to
static requirements. The actual striking
then corresponds to the standard pro-
cedure. This means only a few props
and formwork panels are required addi-
tionally.
19
0,30 0,40 0,50
4,00 3,50 3,00
3,65 2,85 2,50
3,45 2,70 2,25
3,30 2,40 2,00
3,20 2,15 1,75
0,60 0,70 0,80
2,75 2,25 1,65
1,80 1,35 1,05
1,65 1,25 0,95
1,50 1,15 0,90
1,35 1,05 0,80
0
0,20
0,25
0,30
0,35
dh
The PERI UZ beam system is the solution for large beam cross-sections.
With the UZ 40 beam bracket and UZ
perforated rail, beam heights of up to
80 cm are possible without any ties.
For larger heights, one additional tie is
necessary at the top. The UZ perforated
rail connects both beam brackets very
tightly.
For extra-wide beams, the UZ perfora-
ted rails can be coupled together.
Maximum beam width with a 10 cm formwork assembly.1 x UZ Perforated Rail 80 = 45 cm
2 x UZ Perforated Rails 80 = 135 cm
1 x UZ Perforated Rail 129 = 95 cm
The friction-locked connection
between the perforated rail and
UZ beam bracket 40 allows larger
spacings.
Extract from the PERI Design Tables.
Table of permissible widths of influence [m] for UZ beams.
Slab
thickness
d [m]
Beam Depth h [m]
d = Slab Thicknessh = Beam Depth
Beams UZ
Movable PERI UZ units
on slab tables for the
construction of a
multi-storey car park.
20
PERI MULTIFLEXStopend Formwork
HANDSET handrail posts
provide safe and secure side
protection.
With the formwork
bracket-2, the forming of
slab stopends flush with the
wall is possible.
0,20 0,30 0,40 0,50
1,45 1,10 0,90 0,80
Permissible Spacings [m] depending on the Slab Thickness after EN 13374.
1. Cantilever the guardrail boards ≤ 20 cm.
2. Application to 64 m over area, wind zone 2
area category II.
3. Edge distance of the anchorage laterally and
above ≥ 13 cm.
Slab Thickness d [m]
max.
50
cm
Guardrail Post HSGPItem no. 034580
Guardrail height = 1.05 m
Stopend Sleeve
DW 15Item no. 065039
max.
30
cm
max. 45 cm
max. 14 cm
Slab Stopend Bar 105For shuttering of up to 50 cm thick
slabs flush with the wall. The slab sto-
pend bar 105 is aligned parallel to the
external wall surface by means of the
adjustable spindle.
Formwork Bracket-2For slab cantilevers up to 45 cm with a
maximum 30 cm thickness. Cantilevers
can be adjusted exactly as required by
means of the quick jack nut.
Permissible Spacings [m] depending on the Slab Thickness and Cantilever.
Construction site equipment from PERI, system solutions for setting of stop ends for slabs and ground slabs.PERI site equipment can be used many
times over and is extremely versatile.
This means it is very cost-effective.
0,10 0,20 0,30 0,40 0,45
2,50 2,50 2,50 1,85 1,60
1,00 1,00 1,00 1,00 1,00
Slab thickness
d [m]
Cantilever f [m]
0,20
0,30
21
d0,20
0,25
0,30
0,35
0,40
2,50 2,50 2,50
2,50 2,50 2,50
1,50 2,50 2,50
0,90 1,60 2,50
0,60 1,05 2,50
AW slab stopend angle - the solution for lightweight beams and slab edge stopends up to 40 cm thick.
The slab stopend angle can be nailed
directly to wooden girders or plywood
sheets. The direction of the pre-drilled
nail holes ensures the maximum load-
bearing capacity.
Nail holes allow fixing in any direction,
on the girder in the longitudinal direction
as well as on the formlining traversely
to the girder.
The slab stopend angle
for setting slab stop
ends up to 40 cm thick.
Also with the SKYDECK, the
slab stopend angle is nailed
directly on the formlining,
regardless of the direction.
The 1.40 m high AW
handrail post provides
safe and secure rear
protection.
Permissible width of influence [m] for slab stopend angle AW depending on the slab thickness, beam depth and type of fixing.
Nailed to 21 mm
plywood formlining
Nailed to
girder or
timbers
Clamped
using an
AW Clamp
Slab
thickness
d [m]
22
10000 10
21 8560/6610 15,0/12,4
20 7500/5760 13,0/10,5
19 / ¾” 6180/6880 12,0/11,5
18 8730/6440 15,3/12,2
21 8560/6610 15,0/12,4
19 / ¾” 9170/7060 15,7/13,6
21 8560/5060 14,9/6,8
21 6610/6560 11,2/8,5
19 / ¾” 6610/7140 11,3/10,6
18 6680/6500 10,2/8,7
21 5240/6370 6,7/7,0
27 8000/1070 4,9/1,5
21 8000/1070 5,9/1,3
21 7910/3710 8,0/5,0
FormliningOverview, Static Values
Plywood
The statical/mechanical values given in
the table refer, according to information
from the manufactures, to a moisture
content of 15 %.
But the GSV stipulate the values of
moisture content as 20 %. The values
for the E-Modulus are therefore to be
reduced by a factor of 0.9167 and the
values for the permissible stress by a
factor of 0.875.
The fibres of the face veneer span in
the direction of the first length shown
for the plywood size.
With a moisture content of 20 % only
the permissible stress according to
DIN 1052 is to be reduced by 0.833.
Solid Timber
Conifer Timber, Sorting class S10
E-Modul [N/mm2] parallel
perm. [N/mm2] parallel
Type of Plywood Thickness [mm] Veneers E-Modulus [N/mm²] parallel/cross
perm. [N/mm2] parallel/cross
Fin Ply
Fin-Ply, Maxi
Fin-Ply, USA
Fin Ply
PERI Birch
PERI Birch, USA
Combi Mirror
PERI Beto
PERI Beto, USA
PERI Beto
PERI Spruce
3-Ply Plywood
3-Ply Plywood
FinNa-Ply
Birch
Birch
Birch
Birch
Birch
Birch
Birch/Conifer Timber
Birch/Conifer Timber
Birch/Conifer Timber
Birch/Conifer Timber
Conifer Timber
Spruce
Spruce
Conifer Timber
23
FormliningPlywood 21 mm
L L L L L L L
f f
E =
30
00
N/m
m2
E =
40
00
N/m
m2
E =
50
00
N/m
m2
E =
60
00
N/m
m2
E =
70
00
N/m
m2
E =
80
00
N/m
m2
8,0 6,4 5,3 4,6 4,0
9,3 7,0 5,6 4,7 4,0 3,5
8,0 6,0 4,8 4,0 3,4 3,0
6,7 5,0 4,0 3,3 2,9 2,5
5,3 4,0 3,2 2,7 2,3 2,0
4,0 3,0 2,4 2,0 1,7 1,5
2,7 2,0 1,6 1,3 1,1 1,0
1,3 1,0 0,8 0,7 0,6 0,5
0,0 0,0 0,0 0,0 0,0 0,0De
fle
cti
on
f [
mm
]
0 10 20 30 40 50 60 70 80 90 100
0 20 40 60 80 100
10 30 50 70 90
Slab Thickness d [cm]
Fresh Concrete
Pressure q [kN/m²]
70
cm
60
cm
55
cm
50
cm
45
cm
35 cm
30 cm
25 cm
= 13 N/m
m2
= 11 N/m
m2
= 9 N/m
m2
= 7 N/m
m2
Span L
65
cm
= 5 N/m
m2
40 cm
75
cm
Wall Formwork
Slab Formwork
max. deflection
The E-Modulus and the permissible
stress are based on the grade and
moisture content of the plywood.
(See page “Overview, Static Values”)
0,0068 · q · L4
f = E · I
max. moment
(valid for min. 3 spans)
M = 0,1071 · q · L2
10,7
24
0,10 0,12 0,14 0,16 0,18 0,20
4,5 5,0 5,5 6,1 6,6 7,1
0,75 0,625 0,50 0,75 0,625 0,50 0,75 0,625 0,50 0,75 0,625 0,50 0,75 0,625 0,50 0,75 0,625 0,50
0,603,79 4,03 4,34 3,60 3,82 4,12 3,44 3,65 3,93 3,30 3,51 3,78 3,18 3,38 3,64 3,08 3,27 3,53
10,2 10,9 11,7 10,8 11,5 12,4 11,4 12,1 13,1 12,0 12,7 13,7 12,6 13,4 14,4 13,1 13,9 15,0
0,903,79 4,03 4,34 3,60 3,82 4,12 3,44 3,65 3,93 3,30 3,51 3,78 3,18 3,38 3,64 3,08 3,27 3,53
15,4 16,3 17,6 16,3 17,3 18,6 17,1 18,2 19,6 18,0 19,1 20,6 18,9 20,0 21,6 19,7 20,9 22,5
1,203,79 4,03 4,34 3,60 3,82 4,12 3,44 3,65 3,93 3,30 3,51 3,78 3,18 3,38 3,55 3,08 3,27 3,29
20,5 21,8 23,5 21,7 23,0 24,8 22,8 24,3 26,1 24,0 25,5 27,5 25,1 26,7 28,0 26,3 27,9 28,0
1,503,79 4,03 4,15 3,60 3,72 3,72 3,37 3,37 3,37 3,08 3,08 3,08 2,84 2,84 2,84 2,63 2,63 2,63
25,6 27,2 28,0 27,1 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0
1,803,18 3,18 3,18 2,85 2,85 2,85 2,58 2,58 2,58 2,36 2,36 2,36 2,18 2,18 2,18 2,02 2,02 2,02
28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0
2,102,43 2,43 2,43 2,17 2,17 2,17 1,97 1,97 1,97 1,80 1,80 1,80 1,66 1,66 1,66 1,54 1,54 1,54
28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0
2,402,07 2,07 2,07 1,86 1,86 1,86 1,68 1,68 1,68 1,54 1,54 1,54 1,42 1,42 1,42 1,31 1,31 1,31
28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0
0,22 0,24 0,26 0,28 0,30 0,35
7,6 8,1 8,7 9,2 9,8 11,3
0,75 0,625 0,50 0,625 0,50 0,40 0,625 0,50 0,40 0,625 0,50 0,40 0,625 0,50 0,40 0,50 0,40
0,602,99 3,18 3,42 3,09 3,33 3,59 3,02 3,25 3,50 2,95 3,17 3,42 2,88 3,11 3,35 2,96 3,19
13,7 14,5 15,7 15,1 16,3 17,5 15,7 16,9 18,2 16,2 17,5 18,8 16,9 18,2 19,6 20,1 21,6
0,902,99 3,18 3,42 3,09 3,33 3,59 3,02 3,25 3,50 2,95 3,17 3,39 2,88 3,11 3,19 2,75 2,75
20,5 21,8 23,5 22,7 24,4 26,3 23,5 25,3 27,3 24,3 26,2 28,0 25,3 27,3 28,0 28,0 28,0
1,202,99 3,06 3,06 2,87 2,87 2,87 2,69 2,69 2,69 2,54 2,54 2,54 2,39 2,39 2,39 2,06 2,06
27,4 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0
1,502,45 2,45 2,45 2,29 2,29 2,29 2,16 2,16 2,16 2,03 2,03 2,03 1,91 1,91 1,91 1,65 1,65
28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0
1,801,88 1,88 1,88 1,76 1,76 1,76 1,65 1,65 1,65 1,56 1,56 1,56 1,47 1,47 1,47 1,26 1,26
28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0
2,101,43 1,43 1,43 1,34 1,34 1,34 1,26 1,26 1,26 1,19 1,19 1,19 1,12 1,12 1,12 0,96 0,96
28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0
2,401,22 1,22 1,22 1,15 1,15 1,15 1,08 1,08 1,08 1,02 1,02 1,02 0,96 0,96 0,96 0,82 0,82
28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0
MULTIFLEXGT 24 used as Slab Girder
Pro
p S
pac
ing
c [
m]
Slab Thickness [m]
Load q* [kN/m²]
Secondary girder spacing
a [m]
Pro
p S
pac
ing
c [
m]
Slab Thickness [m]
Load q* [kN/m²]
Secondary girder spacing
a [m]
25
0,40 0,45 0,50 0,60 0,70 0,80 0,90 1,00
12,9 14,4 16,0 19,1 22,2 25,4 28,5 31,4
0,50 0,40 0,50 0,40 0,50 0,40 0,50 0,40 0,50 0,40 0,50 0,40 0,50 0,40 0,50 0,40
0,602,83 3,05 2,73 2,94 2,64 2,84 2,42 2,44 2,10 2,10 1,84 1,84 1,64 1,64 1,49 1,49
21,9 23,6 23,6 25,5 25,3 27,3 27,8 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0
0,902,42 2,42 2,15 2,15 1,94 1,94 1,63 1,63 1,40 1,40 1,23 1,23 1,09 1,09 0,99 0,99
28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0
1,201,81 1,81 1,62 1,62 1,46 1,46 1,22 1,22 1,05 1,05 0,92 0,92 0,82 0,82 0,74 0,74
28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0
1,501,45 1,45 1,29 1,29 1,17 1,17 0,98 0,98 0,84 0,84 0,74 0,74 0,66 0,66 0,59 0,59
28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0
1,801,11 1,11 0,99 0,99 0,89 0,89 0,75 0,75 0,64 0,64 0,56 0,56 0,50 0,50 0,46 0,46
28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0
2,100,85 0,85 0,76 0,76 0,68 0,68 0,57 0,57 0,49 0,49 0,43 0,43 0,38 0,38 0,35 0,35
28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0
2,400,72 0,72 0,65 0,65 0,58 0,58 0,49 0,49 0,42 0,42 0,37 0,37 0,33 0,33 0,30 0,30
28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0 28,0
0,90 075100
1,20 075120
1,50 075150
1,80 075180
2,10 075210
2,40 075240
2,70 075270
3,00 075300
3,30 075330
3,60 075360
3,90 075390
4,20 075420
4,50 075450
4,80 075480
5,10 075510
5,40 075540
5,70 075570
6,00 075600
g = 0,40 kN/m2
b = 26 kN/m3 x d (m)
p = 0,20 x b
1,5 ≤ p ≤ 5,0 kN/m2
q = g + b + p
2,87
28,0
Dead load
*Load according to DIN 4421:
a
b
c
Main
gird
er spac
ing
Secondary girder spacing
Prop spacing
cc
b
a aa
Pro
p S
pac
ing
c [
m]
Slab Thickness [m]
Load q* [kN/m²]
Secondary girder spacing
a [m]
Girder Lengths [m] Item no.
Table values mean the following:
perm. main girder spacing b [m]
actual prop load [kN]
The deflection has been limited to
l/500. Main girder support at centre of
girder node. Secondary girder assumed
as single span.
Concrete load
Live load
Total load
MULTIFLEXGT 24 used as Slab Girder
26
0,10 0,12 0,14 0,16 0,18 0,20
4,5 5,0 5,5 6,1 6,6 7,1
0,75 0,625 0,50 0,75 0,625 0,50 0,75 0,625 0,50 0,75 0,625 0,50 0,75 0,625 0,50 0,75 0,625 0,50
0,603,10 3,30 3,55 2,94 3,13 3,37 2,81 2,99 3,22 2,70 2,87 3,09 2,60 2,77 2,98 2,52 2,68 2,89
8,4 8,9 9,6 8,9 9,4 10,1 9,3 9,9 10,7 9,8 10,4 11,2 10,3 10,9 11,8 10,7 11,4 12,3
0,903,10 3,30 3,55 2,94 3,13 3,37 2,81 2,99 3,22 2,70 2,87 3,09 2,60 2,77 2,98 2,52 2,68 2,89
12,6 13,4 14,4 13,3 14,1 15,2 14,0 14,9 16,0 14,7 15,6 16,9 15,4 16,4 17,7 16,1 17,1 18,4
1,203,10 3,30 3,55 2,94 3,13 3,37 2,81 2,99 3,22 2,70 2,87 3,03 2,60 2,77 2,79 2,52 2,58 2,58
16,8 17,8 19,2 17,7 18,8 20,3 18,7 19,9 21,4 19,6 20,9 20,6 21,8 22,0 21,5 22,0 22,0 22,0
1,503,10 3,26 3,26 2,92 2,92 2,92 2,65 2,65 2,65 2,42 2,42 2,42 2,23 2,23 2,23 2,07 2,07 2,07
21,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0
1,802,50 2,50 2,50 2,24 2,24 2,24 2,03 2,03 2,03 1,86 1,86 1,86 1,71 1,71 1,71 1,59 1,59 1,59
22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0
2,101,91 1,91 1,91 1,71 1,71 1,71 1,55 1,55 1,55 1,42 1,42 1,42 1,30 1,30 1,30 1,21 1,21 1,21
22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0
2,401,54 1,54 1,54 1,38 1,38 1,38 1,25 1,25 1,25 1,15 1,15 1,15 1,06 1,06 1,06 0,98 0,98 0,98
22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0
0,22 0,24 0,26 0,28 0,30 0,35
7,6 8,1 8,7 9,2 9,8 11,3
0,75 0,625 0,50 0,625 0,50 0,40 0,625 0,50 0,40 0,625 0,50 0,40 0,625 0,50 0,40 0,50 0,40
0,602,45 2,60 2,80 2,53 2,73 2,94 2,47 2,66 2,86 2,41 2,60 2,80 2,36 2,54 2,74 2,42 2,61
11,2 11,9 12,8 12,4 13,3 14,3 12,8 13,8 14,9 13,3 14,3 15,4 13,8 14,9 16,0 16,4 17,7
0,902,45 2,60 2,80 2,53 2,73 2,94 2,47 2,66 2,82 2,41 2,60 2,66 2,36 2,50 2,50 2,16 2,16
16,8 17,8 19,2 18,5 20,0 21,5 19,2 20,7 22,0 19,9 21,5 22,0 20,7 22,0 22,0 22,0 22,0
1,202,41 2,41 2,41 2,25 2,25 2,25 2,12 2,12 2,12 2,00 2,00 2,00 1,88 1,88 1,88 1,62 1,62
22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0
1,501,92 1,92 1,92 1,80 1,80 1,80 1,69 1,69 1,69 1,60 1,60 1,60 1,50 1,50 1,59 1,30 1,30
22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0
1,801,48 1,48 1,48 1,38 1,38 1,38 1,30 1,30 1,30 1,23 1,23 1,23 1,15 1,15 1,15 1,00 1,00
22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0
2,101,13 1,13 1,13 1,05 1,05 1,05 0,99 0,99 0,99 0,93 0,93 0,93 0,88 0,88 0,88 0,76 0,76
22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0
2,400,91 0,91 0,91 0,85 0,85 0,85 0,80 0,80 0,80 0,76 0,76 0,76 0,71 0,71 0,71 0,61 0,61
22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0 22,0
MULTIFLEXVT 20 used as Slab Girder
Pro
p S
pac
ing
c [
m]
Slab Thickness [m]
Load q* [kN/m²]
Secondary girder spacing
a [m]
Pro
p S
pac
ing
c [
m]
Slab Thickness [m]
Load q* [kN/m²]
Secondary girder spacing
a [m]
27
0,40 0,45 0,50
12,9 14,4 16,0
0,50 0,40 0,50 0,40 0,50 0,40
0,602,32 2,50 2,23 2,40 2,16 2,29
17,9 19,3 19,3 20,8 20,7 22,0
0,901,90 1,90 1,69 1,69 1,53 1,53
22,0 22,0 22,0 22,0 22,0 22,0
1,201,42 1,42 1,27 1,27 1,15 1,15
22,0 22,0 22,0 22,0 22,0 22,0
1,501,14 1,14 1,02 1,02 0,92 0,92
22,0 22,0 22,0 22,0 22,0 22,0
1,800,87 0,87 0,78 0,78 0,70 0,70
22,0 22,0 22,0 22,0 22,0 22,0
2,100,67 0,67 0,59 0,59 0,54 0,54
22,0 22,0 22,0 22,0 22,0 22,0
2,400,54 0,54 0,48 0,48 0,43 0,43
22,0 22,0 22,0 22,0 22,0 22,0
1,45 074990
2,15 074905
2,45 074910
2,65 074890
2,90 074920
3,30 074930
3,60 074940
3,90 074950
4,50 074960
4,90 074970
5,90 074980
a
b
cc
c
b
a aa
Pro
p S
pac
ing
c [
m]
Slab Thickness [m]
Load q* [kN/m²]
Secondary girder spacing
a [m]
g = 0,40 kN/m2
b = 26 kN/m3 x d (m)
p = 0,20 x b
1,5 ≤ p ≤ 5,0 kN/m2
q = g + b + p
2,25
22,0
Dead load
*Load according to DIN 4421:
Main
gird
er spac
ing
Secondary girder spacing
Prop spacing
Girder Lengths [m] Item no.
Table values mean the following:
perm. main girder spacing b [m]
actual prop load [kN]
The deflection has been limited to
l/500. Secondary girder assumed as
single span.Concrete load
Live load
Total load
MULTIFLEXVT 20 used as Slab Girder
28
PEP Ergo D-250L = 1.47 – 2.50 m
PEP Ergo B-300L = 1.97 – 3.00 m
PEP Ergo B-350L = 2.25 – 3.50 m
1.50 35.0 35.0
1.60 35.0 35.0
1.70 32.9 35.0
1.80 30.7 35.0
1.90 29.1 35.0
2.00 28.1 35.0 30.0 30.0
2.10 27.3 35.0 29.8 30.0
2.20 26.5 34.1 27.0 30.0
2.30 25.7 32.3 24.6 30.0 30.0 28.6
2.40 24.3 29.4 23.0 30.0 28.6 28.6
2.50 22.4 26.3 21.5 30.0 25.5 28.6
2.60 20.3 29.5 23.1 28.4
2.70 19.3 27.5 21.3 28.0
2.80 18.3 24.8 19.8 27.4
2.90 16.9 22.3 18.6 26.1
3.00 15.6 20.2 17.5 24.4
3.10 16.3 22.8
3.20 15.2 20.8
3.30 14.3 19.0
3.40 13.3 17.4
3.50 12.4 15.7
Slab PropsPEP Ergo
Permissible Prop Load [kN]
Ext
ensi
on
Len
gth
[m
]
Outer Tube Bottom
Inner Tube Bottom
Outer Tube Bottom
Inner Tube Bottom
Outer Tube Bottom
Inner Tube Bottom
Note:The load-bearing capacity of the PEP Ergo D-250
corresponds to Class B+ D of EN 1065.
The load-bearing capacity of the PEP Ergo B-300
and B-350 corresponds to Class B of EN 1065.
29
30
PEP 20 N 260*L = 1.51 – 2.60 m
PEP 20 – 300PEP 20 N 300*L = 1.71 – 3.00 m
PEP 20 – 350PEP 20 N 350*L = 1.96 – 3.50 m
PEP 20 – 400PEP 20 G 410*L = 2.21 – 4.00 m
PEP 20 – 500
L = 2.71 – 5.00
1.60 35.0 35.0
1.70 35.0 35.0
1.80 35.0 35.0 35.0 35.0
1.90 35.0 35.0 35.0 35.0
2.00 33.5 35.0 35.0 35.0 35.0 35.0
2.10 31.9 35.0 32.2 35.0 35.0 35.0
2.20 30.9 35.0 30.5 35.0 35.0 35.0
2.30 29.8 35.0 29.0 35.0 35.0 35.0 35.0 35.0
2.40 28.6 35.0 27.8 35.0 35.0 35.0 35.0 35.0
2.50 27.1 32.9 26.9 35.0 35.0 35.0 35.0 35.0
2.60 24.8 29.4 26.1 35.0 33.8 35.0 35.0 35.0
2.70 24.9 31.7 32.4 35.0 35.0 35.0
2.80 23.3 28.5 31.2 35.0 35.0 35.0 35.0 35.0
2.90 21.6 25.7 30.2 35.0 35.0 35.0 35.0 35.0
3.00 20.0 23.2 29.2 35.0 35.0 35.0 35.0 35.0
3.10 27.5 34.6 33.6 35.0 35.0 35.0
3.20 25.7 31.5 32.5 35.0 35.0 35.0
3.30 24.1 28.8 31.2 35.0 35.0 35.0
3.40 22.4 26.4 29.6 35.0 35.0 35.0
3.50 20.7 24.1 27.8 33.9 35.0 35.0
3.60 26.1 31.2 35.0 35.0
3.70 24.5 28.9 35.0 35.0
3.80 23.0 26.8 35.0 35.0
3.90 21.6 24.8 35.0 35.0
4.00 20.1 22.8 34.2 35.0
4.10 32.3 35.0
4.20 30.6 35.0
4.30 28.9 34.0
4.40 27.4 31.9
4.50 26.0 29.9
4.60 24.6 28.1
4.70 23.4 26.4
4.80 22.1 24.9
4.90 20.9 23.4
5.00 20.0 21.8
Slab PropsPEP 20
Permissible Prop Load [kN] according to the Type Test
Ext
ensi
on
Len
gth
[m
]
Outer Tube Bottom
Inner Tube Bottom
Outer Tube Bottom
Inner Tube Bottom
Outer Tube Bottom
Inner Tube Bottom
Outer Tube Bottom
Inner Tube Bottom
Outer Tube Bottom
Inner Tube Bottom
All PEP 20 Props conform to DIN EN
1065 Class D with a permissible load
for the entire extension range of mini-
mum 20 kN.
All PEP 20 Props clamped in the Table
Swivel Head or UNIPORTAL Head fitted
to PERI tableforms have a permissible
load of minimum 30 kN over the entire
extension range.
*For the N and G Props, application of
the Inner Tube at the bottom is only
possible with PERI Slab Tables or
SKYDECK (bolted head).
31
PEP 20 N 260*L = 1.51 – 2.60 m
PEP 20 – 300
L = 1.71 – 3.00 m
PEP 20 – 350
L = 1.96 – 3.50 m
PEP 20 – 400
L = 2.21 – 4.00 m
PEP 20 – 500
L = 2.71 – 5.00
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 27.0 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 27.6
4.90 24.3 26.0
5.00 23.1 24.6
5.10 21.9 23.3
5.20 20.8 22.1
5.30 19.7 20.9
5.40 18.5 19.4
5.50 17.6 17.7
Slab PropsPEP 20 with Base MP 50
Permissible Prop Load [kN] according to the Type Test
Tota
l hei
ght
[m]
(Pro
p e
xte
nsio
n +
50
cm
)
Outer Tube Bottom
Inner Tube Bottom
Outer Tube Bottom
Inner Tube Bottom
Outer Tube Bottom
Inner Tube Bottom
Outer Tube Bottom
Inner Tube Bottom
Outer Tube Bottom
Inner Tube Bottom
*For the N and G Props, application of
the Inner Tube at the bottom is only
possible with PERI Slab Tables or
SKYDECK (bolted head).
32
PEP 30 – 150
L = 0.96 – 1.50 m
PEP 30 – 250
L = 1.46 – 2.50 m
PEP 30 – 300PEP 30 G 300*L = 1.71 – 3.00 m
PEP 30 – 350PEP 30 G 350*L = 1.96 – 3.50 m
PEP 30 – 400
L = 2.21 – 4.00 m
1.00 35.0 35.0
1.10 35.0 35.0
1.20 35.0 35.0
1.30 34.9 35.0
1.40 34.2 35.0
1.50 33.5 35.0 40.0 40.0
1.60 40.0 40.0
1.70 40.0 40.0
1.80 40.0 40.0 40.0 40.0
1.90 38.5 40.0 40.0 40.0
2.00 36.8 40.0 40.0 40.0 40.0 40.0
2.10 35.3 40.0 40.0 40.0 40.0 40.0
2.20 34.4 40.0 40.0 40.0 40.0 40.0
2.30 33.3 40.0 40.0 40.0 40.0 40.0 40.0 40.0
2.40 32.1 37.6 40.0 40.0 40.0 40.0 40.0 40.0
2.50 30.1 34.8 39.9 40.0 40.0 40.0 40.0 40.0
2.60 38.8 40.0 40.0 40.0 40.0 40.0
2.70 37.4 40.0 40.0 40.0 40.0 40.0
2.80 35.8 40.0 40.0 40.0 40.0 40.0
2.90 33.2 37.2 40.0 40.0 40.0 40.0
3.00 30.4 33.8 40.0 40.0 40.0 40.0
3.10 40.0 40.0 40.0 40.0
3.20 37.6 40.0 40.0 40.0
3.30 35.0 37.6 40.0 40.0
3.40 32.3 34.6 40.0 40.0
3.50 30.0 31.6 40.0 40.0
3.60 40.0 40.0
3.70 40.0 40.0
3.80 37.4 40.0
3.90 34.8 37.0
4.00 32.2 33.9
Slab PropsPEP 30
Permissible Prop Load [kN] according to the Type Test
Ext
ensi
on
Len
gth
[m
]
Outer Tube Bottom
Inner Tube Bottom
Outer Tube Bottom
Inner Tube Bottom
Outer Tube Bottom
Inner Tube Bottom
Outer Tube Bottom
Inner Tube Bottom
Outer Tube Bottom
Inner Tube Bottom
All PEP 30 Props conform to DIN EN
1065 Class E with a permissible load for
the entire extension range of minimum
30 kN.
All PEP 30 Props clamped in the Table
Swivel Head or UNIPORTAL Head fitted
to PERI tableforms have a permissible
load of minimum 40 kN (PEP 30-150 =
35 kN) over the entire extension range.
*For the N and G Props, application of
the Inner Tube at the bottom is only
possible with PERI Slab Tables or
SKYDECK (bolted head).
33
PEP 30 – 250
L = 1.46 – 2.50 m
PEP 30 – 300PEP 30 G 300*L = 1.71 – 3.00 m
PEP 30 – 350PEP 30 G 350*L = 1.96 – 3.50 m
PEP 30 – 400
L = 2.21 – 4.00 m
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 44.1 44.1
2.60 32.2 41.0 41.6 41.6 44.1 44.1
2.70 30.8 38.7 41.6 41.6 44.1 44.1
2.80 29.7 35.3 40.3 41.6 44.1 44.1 40.3 40.3
2.90 27.5 31.3 38.3 41.6 44.1 44.1 40.3 40.3
3.00 25.9 27.6 36.5 41.3 44.1 44.1 40.3 40.3
3.10 35.1 40.0 44.1 44.1 40.3 40.3
3.20 32.9 36.8 43.8 44.1 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 37.9
4.20 34.3 35.2
4.30 32.0 32.9
4.40 29.9 30.5
4.50 27.6 28.2
Slab PropsPEP 30 with Base MP 50
Permissible Prop Load [kN] according to the Type Test
Outer Tube Bottom
Inner Tube Bottom
Outer Tube Bottom
Inner Tube Bottom
Outer Tube Bottom
Inner Tube Bottom
Outer Tube Bottom
Inner Tube Bottom
*For the N and G Props, application of
the Inner Tube at the bottom is only
possible with PERI Slab Tables or
SKYDECK (bolted head).
Tota
l hei
ght
[m]
(Pro
p e
xte
nsio
n +
50
cm
)
34
MP 250L = 1.45 – 2.50 m
MP 350L = 1.95 – 3.50 m
MP 480L = 2.60 – 4.80 m
MP 625L = 4.30 – 6.25 m
1.45 73.3 76.2
1.50 73.3 76.2
1.60 73.3 76.2
1.70 73.3 76.2
1.80 71.7 76.2
1.90 68.6 76.2
1.95 67.0 76.2 88.3 87.4
2.00 65.4 76.2 88.3 87.4
2.10 63.8 74.6 83.0 87.4
2.20 62.2 73.0 77.7 87.4
2.30 61.1 70.5 72.9 86.6
2.40 60.6 67.0 68.6 85.1
2.50 60.0 63.6 64.4 83.5
2.60 61.9 80.7 85.9 71.4
2.70 59.3 77.8 81.2 71.1
2.80 57.5 74.9 76.5 70.8
2.90 55.7 71.9 71.8 70.4
3.00 54.3 68.3 67.1 70.1
3.10 52.9 64.6 63.0 69.4
3.20 51.4 60.0 58.9 68.6
3.30 49.8 55.4 54.8 67.9
3.40 46.4 50.3 52.5 66.2
3.50 42.9 45.1 50.2 64.5
3.60 47.9 62.8
3.70 46.0 58.6
3.80 44.2 54.4
3.90 42.3 50.2
4.00 40.4 46.9
4.10 38.5 43.7
4.20 36.6 40.4
4.30 34.8 38.2 56.2 44.6
4.40 32.9 36.0 54.7 44.6
4.50 31.1 33.7 53.1 44.6
4.60 29.3 31.5 50.9 43.8
4.70 27.4 29.3 48.8 43.0
4.80 25.6 27.1 46.4 42.1
4.90 43.8 41.2
5.00 41.2 40.3
5.10 38.6 38.8
5.20 36.1 37.3
5.30 33.8 35.9
5.40 31.9 34.5
5.50 29.9 33.1
5.60 28.4 31.6
5.70 26.9 30.1
5.80 25.5 28.6
5.90 24.3 27.0
6.00 23.1 25.4
6.10 22.0 24.1
6.20 20.9 22.8
6.25 20.4 22.1
Slab PropsMULTIPROP 250, 350, 480, 625
Permissible Prop Load [kN] according to the Type Test
Extension Length [m]
Outer Tube
Bottom
Inner Tube
Bottom
Outer Tube
Bottom
Inner Tube
Bottom
Outer Tube
Bottom
Inner Tube
Bottom
Outer Tube
Bottom
Inner Tube
Bottom
MULTIPROPs are classified according to offical approval as follows:MP 250 = Class T 25
MP 350 = Class R 35
MP 480 = Class D 45
MP 625 = Class D 60
Note:We recommend using the HD Wingnut Spanner, Item no. 022027, to release the
loads > 60 kN.
MULTIPROP 350 and 480 clamped in the Table Swivel Head or UNIPORTAL Head
fitted to PERI tableforms have a permissible load of MP 350 minimum 56 kN,
MP 480 minimum 36 kN over the entire extension range.
35
MP 250 + MP 50l = 1.95 – 3.00 m
MP 350 + MP 50l = 2.45 – 4.00 m
MP 480 + MP 50l = 3.10 – 5.30 m
MP 625 + MP 50l = 4.80 – 6.75 m
1.95 74.4 71.5
2.00 74.4 71.5
2.10 74.4 71.5
2.20 74.4 71.5
2.30 72.3 70.7
2.40 68.2 69.2
2.45 66.1 68.5 85.1 81.7
2.50 64.1 67.7 85.1 81.7
2.60 61.4 65.7 80.6 80.3
2.70 58.7 63.7 76.1 78.8
2.80 56.1 61.2 71.4 75.9
2.90 53.4 58.3 66.7 73.6
3.00 50.8 55.4 62.0 71.4
3.10 59.0 68.5 74.6 71.2
3.20 55.9 65.6 72.2 70.7
3.30 53.6 62.8 69.8 70.2
3.40 51.2 60.0 67.4 69.7
3.50 49.3 57.4 65.0 69.2
3.60 47.4 54.8 60.8 67.9
3.70 45.5 50.7 56.5 66.7
3.80 43.6 46.6 52.3 65.4
3.90 40.5 42.6 49.7 61.0
4.00 37.4 38.6 47.2 56.7
4.10 44.6 52.3
4.20 42.6 48.6
4.30 40.6 44.9
4.40 38.6 41.2
4.50 36.5 38.8
4.60 34.5 36.3
4.70 32.4 33.9
4.80 30.8 32.2 47.3 43.2
4.90 29.2 30.4 46.1 43.1
5.00 27.6 28.7 44.9 43.0
5.10 25.9 27.0 43.3 41.8
5.20 24.3 25.2 41.6 40.6
5.30 22.7 23.5 39.9 39.2
5.40 38.0 37.7
5.50 36.2 36.1
5.60 34.3 34.5
5.70 32.4 33.0
5.80 30.6 31.5
5.90 28.9 30.0
6.00 27.2 28.6
6.10 25.9 27.3
6.20 24.6 26.0
6.30 23.4 24.7
6.40 22.3 23.4
6.50 21.2 22.2
6.60 20.2 21.1
6.70 19.3 20.0
6.75 18.8 19.4
Slab PropsMULTIPROP 250, 350, 480, 625With Base MP 50
Permissible Prop Load [kN] according to the Type Test
Total height [m]
(Prop extension
+ 50 cm)
Outer Tube
Bottom
Inner Tube
Bottom
Outer Tube
Bottom
Inner Tube
Bottom
Outer Tube
Bottom
Inner Tube
Bottom
Outer Tube
Bottom
Inner Tube
Bottom
Note:We recommend using the HD Wingnut Spanner,
Item no. 022027, to release the loads > 60 kN.
36
0,30 0,40 0,50 0,60 0,70 0,80
1
1 x GT 24
2
2 x VT 20
1
1 x GT 24
2
2 x VT 20
1
2 x GT 24
2
2 x VT 20
1
2 x GT 24
2
2 x VT 20
1
2 x GT 24
2
3 x VT 20
1
2 x GT 24
2
3 x VT 20
0 2,20 4,00 1,85 3,50 1,80 3,00 1,55 2,75 1,35 2,25 *1,05 *1,65
0,20 1,70 3,65 1,35 2,85 1,60 2,50 1,40 1,80 *1,05 *1,35 *0,75 *1,05
0,25 1,65 3,45 1,30 2,70 1,55 2,25 1,35 1,65 *1,00 *1,25 *0,70 *0,95
0,30 1,55 3,30 1,15 2,40 1,50 2,00 1,30 1,50 *0,95 *1,15 *0,65 *0,90
0,35 1,50 3,20 1,00 2,15 1,45 1,75 1,25 1,35 *0,90 *1,05 *0,60 *0,80
BeamBeam Formwork UZ
Permissible width of influence [m] for UZ Beam Bracket 40 depending on beam depth and slab thickness
d = slab thicknessh = beam depth
The max. deflection is l/500
*) vertical timber in the UZ 40 Beam Bracket
10 x 8 cm! (instead of 8 x 8 cm)
The above mentioned values refer to
the load-bearing capacity of the UZ
Beam Bracket 40, the vertically-posi-
tioned 8 x 8 cm timbers and secondary
girders as represented in the drawings.
Depending on the formlining used, ad-
ditional secondary girders may be
needed.
The support construction must undergo
separate verification for the occuring
loads.
The horizontally-acting equivalent load
(V/100) and the one-sided lateral pres-
sure (e.g. edge beam) are to be carried
by a support provided by the contractor.
Side form with 1 or 2 GT 24 girders
(vertical)
dh
Side form with 2 or 3 VT 20 girders
(horizontal)
dh
Packing of the beam soffit form
dh
Version 1
Version 2:
Version 3:
Slab Thick-ness d [m]
Beam Depth h [m]
versionVersionVersionVersionVersionVersion
37
L1 / l1 / C1 [m] L2 / l2 / C2 [m]
23 6,0/5,1/0,45 0,23 3,6/2,38/0,61 44,7 17,0 61,7
23 6,0/4,8/0,60 0,28 3,6/2,38/0,61 44,7 17,0 61,7
20 6,0/5,1/0,45 0,25 3,3/2,38/0,46 38,0 15,6 53,6
20 6,0/4,8/0,60 0,32 3,6/2,38/0,61 41,4 17,0 58,4
18 6,0/5,1/0,45 0,29 3,3/2,38/0,46 35,0 15,6 50,6
18 6,0/4,8/0,60 0,36 3,3/2,38/0,46 35,0 15,6 50,6
15 6,0/5,1/0,45 0,33 3,9/2,66/0,62 37,7 18,3 56,0
15 6,0/4,8/0,60 0,40 4,2/2,66/0,77 40,6 19,8 60,4
13 6,0/5,1/0,45 0,38 3,6/2,66/0,47 31,2 16,9 48,4
13 6,0/4,8/0,60 0,44 4,6/2,96/0,82 40,3 21,7 62,0
Note:The deflection is limited to l/360.
Live load:
*The load of 19.0 kN/linear metre from the beam is based on beam dimensions of b = 61 cm and H = 91 cm.
Concreting takes place uniformly from the middle outwards.
Supporting with MULTIPROP7,00 mL2
l2C2 C2
eeeee
L1
C1 l1
FUZ
FSpindelFSpindel
FlegFleg
p
eee e
BeamBeam Waler UZR 190/150
Slab Thick-ness d [cm]
Cross Beam Main Beam 2 x GT 24 Beam Leg
Spacing e GT 24 [m] Beam Load FUZ [kN]*Spindle Load
Fspi [kN]Leg Load FStiel [kN] = FSpi + FUZ
System: Restrained at the topLoad Assumptions:Concrete load:
Slab formwork 0.4 kN/m
Beam Formwork 1.0 kN/linear
metre
Dead load:
24,0 kN/m
2,45 kN/m
MULTIFLEX Girder Slab Formwork
38
Item no. Weight kg
075100
075120
075150
075180
075210
075240
075270
075300
075330
075360
075390
075420
075450
075480
075510
075540
075570
075600
5,300
7,100
8,900
10,600
12,400
14,200
15,900
17,700
19,500
21,200
23,000
24,800
26,600
28,300
30,100
31,900
33,600
35,400
Girders GT 24Girder GT 24, l = 0.90 mGirder GT 24, l = 1.20 mGirder GT 24, l = 1.50 mGirder GT 24, l = 1.80 mGirder GT 24, l = 2.10 mGirder GT 24, l = 2.40 mGirder GT 24, l = 2.70 mGirder GT 24, l = 3.00 mGirder GT 24, l = 3.30 mGirder GT 24, l = 3.60 mGirder GT 24, l = 3.90 mGirder GT 24, l = 4.20 mGirder GT 24, l = 4.50 mGirder GT 24, l = 4.80 mGirder GT 24, l = 5.10 mGirder GT 24, l = 5.40 mGirder GT 24, l = 5.70 mGirder GT 24, l = 6.00 mUniversal formwork girder made of wood.
L 918
1214
1510
1806
2102
2398
2694
2990
3286
3582
3878
4174
4470
4766
5062
5358
5654
5950
NoteGirder meets the requirements of DIN EN 13377
class L24 (declaration of conformity).
The common lengths of the GT 24 are colour-
coded to allow easy handling.
Technical Dataperm. Q
Z = 13.0 kN
perm. M = 7.0 kNm
ly = 8064 cm4
311 296
163 296
28
80
6012
060
240
L
MULTIFLEX Girder Slab Formwork
39
Item no. Weight kg
028870 5,430 Lowering Head 20/24, galv.For tilt-resistant support of one or two GT 24 or
VT 20 Girders.
Lowering range 4 cm.
NoteRequired hole diameter of the prop end plate
Ø 40 mm.
Girder overlap on both sides minimum 16.3 cm for
GT 24 and 15 cm for VT 20.
195
4210
136
210
125
240 155
170 85 Ø6,5
074990
074905
074910
074890
074920
074930
074940
074950
074960
074970
074980
8,560
12,700
14,460
15,640
17,110
19,470
21,240
23,010
26,550
28,910
34,810
Girders VT 20K with Steel CapGirder VT 20K, l = 1.45 mGirder VT 20K, l = 2.15 mGirder VT 20K, l = 2.45 mGirder VT 20K, l = 2.65 mGirder VT 20K, l = 2.90 mGirder VT 20K, l = 3.30 mGirder VT 20K, l = 3.60 mGirder VT 20K, l = 3,90 mGirder VT 20K, l = 4.50 mGirder VT 20K, l = 4.90 mGirder VT 20K, l = 5.90 mFormwork girder made of wood. To reduce dama-
ges the girder ends are protected by rigid steel
caps and the webs are rounded.
L 1445
2150
2450
2650
2900
3290
3590
3890
4490
4900
5900
NoteGirder meets the requirements of DIN EN 13377
class P20 (declaration of conformity).
Technical Dataperm. Q = 11.0 kN
perm. M = 5.0 kNm
ly = 4181 cm4
MULTIFLEX Girder Slab Formwork
40
Item no. Weight kg
027990 0,150 Bolt Ø 14 x 107, galv.For different connections.
107
129
26Ø
Ø14
Ø5,5
018060 0,030
Accessories
Cotter Pin 4/1, galv.
028660
028670
1,040
0,936
Clawheads 16/20, galv.Clawhead 16/20 S, galv.Clawhead 16/20, galv.With or without self-locking coupling.
For positioning intermediate props on the VT 20
girder without nailing.
NoteRequired hole diameter of the prop end plate
Ø 40 mm.
140
Ø10
443
161
80
028890
028880
1,650
1,540
Clawheads 24, galv.Clawhead 24 S, galv.Clawhead 24, galv.With or without self-locking coupling. For posi-
tioning intermediate props on the GT 24 Girder
without nailing.
NoteRequired hole diameter of the prop end plate
Ø 40 mm.
280
6416
13
Ø10
80
028680
027890
3,190
3,080
Crossheads 20/24, galv.Crosshead 20/24 S, galv.Crosshead 20/24, galv.With or without self-locking coupling.
For tilt-resistant support of one or two GT 24 or
VT 20 Girders.
NoteRequired hole diameter of the prop end plate
Ø 40 mm.
Girder overlap on both sides minimum 16.3 cm for
GT 24 and 15 cm for VT 20.
240 155
170 85
195
158
6
210
125
Ø6,5
MULTIFLEX Girder Slab Formwork
41
Item no. Weight kg
107152 5,810 Tripod PEP Ergo, galv. Erection aid for PEP Ergo Slab Props with
Ø 44 – 64 mm.
NoteOnly use as erection aid!
639
028000 9,170 Universal Tripod, galv.Erection aid for slab props with Ø 48 – 120 mm
and 120 x 120 mm. Can also be used in combina-
tion with MULTIPROP MP Slab Props and all Slab
Props with Base MP 50.
NoteOnly use as erection aid!
555
800
028590 0,568 Tension Strap 16-25, galv.For mounting 2 GT 24 or VT 20 Girders on the
Cross Forkhead and Head Spindle TR 38 and on
the Crosshead 20/24 or 20/24S.
210
110
270
SW 19
018060 0,030 Cotter Pin 4/1, galv.
Ø4
MULTIFLEX Girder Slab Formwork
42
Item no. Weight kg
103434
103429
38,500
45,300
Pallets RP-2, galv.Pallet RP-2 80 x 120, galv.Pallet RP-2 80 x 150, galv.For stacking and transportation of formwork and
scaffolding components.
NoteFollow Instructions for Use!
Technical DataPermissible load-bearing capacity 1.5 t.
1200 / 1500
1080 / 1380
853 60
0
100
800
680
027790 2,460 Brace Clamp HL, galv., 76 – 120 mmFor assembly of 3 x 15 cm stiffening boards at
slab props Ø 76 – 89 mm and 100 x 100 mm to
120 x 120 mm.
210
239
40450
027940 1,840 Brace Clamp, galv., 48 – 76 mmFor assembly of 3 x 15 cm stiffening boards at
slab props Ø 48 – 76 mm.
210
400
186
40
MULTIFLEX Girder Slab Formwork
43
Item no. Weight kg
116292 4,730 Guardrail Post HSGP-2As guardrail for different systems.
35
120
1050
1300
450
65
101290 5,670 Guardrail Holder GT 24 / VT 20For assembling a guardrail to GT 24 and VT 20
Girders.
Complete with1 pc. 105400 Pin Ø 20 x 140, galv.
1 pc. 018060 Cotter Pin 4/1, galv.
117
352
395
Ø2132
81
116292
061260
4,730
6,150
Accessories
Guardrail Post HSGP-2Guardrail Post SGP
070740 2,980 Erection Bar GT/VT, galv.For shuttering of MULTIFLEX with GT 24 or
VT 20 Girders.
190
1711
85
150
027930 3,060 Assembly Bar 24, galv.For shuttering of MULTIFLEX with GT 24 Girders.
1572
49
9520
Ø34
MULTIFLEX Girder Slab Formwork
44
Item no. Weight kg
018280 1,000 Double Head Nail, l = 65 mm NoteDelivery unit: carton with 1000 pieces.
75
65
Ø3,1
018290 0,098 Framing Clip, galv.For connecting crossed timbers or girders.
For either right or left handling.
105 17
0 105
170
35 35
33 33
35
Ø4,8
018280 1,000
Accessories
Double Head Nail, l = 65 mm
117326
117327
19,700
10,500
Side-Mesh-Barrier PMBSide-Mesh-Barrier PMB 260 Side-Mesh-Barrier PMB 130
Technical DataMaximum distance with posts with Side-Mesh-
Barrier: PMB 260 max. 2.40 m, PMB 130 max.
1.20 m.
2608 / 1308
1097
127
061260 6,150 Guardrail Post SGPAs guardrail for different systems.
120
1438
1768
6535
433
433
MULTIFLEX Girder Slab Formwork
45
Item no. Weight kg
035500 72,800 Stripping Cart, AluMobile working scaffold. Height-adjustable in
25-cm-increments. Platform height max. 2.00 m.
NoteFollow Instructions for Use!
Technical DataPermissible load 100 kg/m2.
1800 750
3035
MULTIFLEX Girder Slab Formwork
46
Item no. Weight kg
116614 0,537 Flexclip GT/GTFor connecting girders GT 24 / GT 24.
70
220
81
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 with1 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.
NoteFollow Instructions for Use!
Technical DataPermissible load 100 kg/m2.
2360 1100
1150
MULTIFLEX Girder Slab Formwork
47
Item no. Weight kg
117574 4,730 Distance Device MF-PlusFor placing, positioning on given distance and
aligning the formwork girders at the MULTIFLEX
System, as well as assembling the Flexclips.
2044
894
25
400500625750
117575 0,179 Fixing Tool MF, galv.For assembling Flexclips onto the formwork
girders.
157 22
116596 0,467 Flexclip VT/VTFor connecting girders VT 20 / VT 20.
70
180
81
116605 0,493 Flexclip GT/VTFor connecting girders GT 24 / VT 20.
70
200
82
2
1
3
4
5
6
9
11
12
1316
17
18
19
20
22
21
24
2829
30
32
33
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02 PERI S.A.S.
77109 Meaux Cedex
www.peri.fr
03 PERI AG
8472 Ohringen
www.peri.ch
04 PERI S.A.U.
28110 Algete - Madrid
www.peri.es
05 N.V. PERI S.A.
1840 Londerzeel
www.peri.be
06 PERI Holding B.V.
5480 AH-Schijndel
www.peri.nl
07 PERI Formwork Systems, Inc.
Elkridge, MD 21075
www.peri-usa.com
08 PT Beton Perkasa Wijaksana
Jakarta 10210
www.peri.com
09 PERI S.p.A.
20060 Basiano
www.peri.it
10 PERI Japan K.K.
Tokyo 103-0015
www.perijapan.jp
11 PERI Ltd.
Rugby, CV23 0AN
www.peri.ltd.uk
12 PERI Kalip ve Iskeleleri Sanayi
ve Ticaret Ltd.
Esenyurt / İstanbul 34510
www.peri.com.tr
13 PERI Kft.
1181 Budapest
www.peri.hu
14 PERI Formwork Malaysia Sdn. Bhd.
43300 Seri Kembangan,
Selangor Darul Ehsan
www.perimalaysia.com
15 PERI Asia Pte Ltd
Singapore 387355
www.periasia.com
16 PERI Ges.mbH
3134 Nußdorf ob der Traisen
www.peri.at
17 PERI spol. S r.o.
252 42 Jesenice u Prahy
www.peri.cz
18 PERI Danmark A/S
2670 Greve
www.peri.dk
19 PERI Suomi Ltd. Oy
05460 Hyvinkää
www.perisuomi.fi
20 PERI Norge AS
3036 Drammen
www.peri.no
21 PERI Polska Sp. z o.o.
05-860 Płochocin
www.peri.com.pl
22 PERIform Sverige AB
30262 Halmstad
www.periform.se
23 PERI (Korea) Ltd.
Seoul 135-936
www.perikorea.com
24 Pericofragens Lda.
2790-326 Queijas
www.peri.pt
25 PERI S.A.
B1625GPA Escobar – Bs. As.
www.peri.com.ar
26 PERI Formas e
Escoramentos Ltda.
Vargem Grande Paulista – SP
www.peribrasil.com.br
27 PERI Chile Ltda.
Colina, Santiago de Chile
www.peri.cl
28 PERI România SRL
077015 Baloteşti
www.peri.ro
29 PERI Agency
2000 Maribor
www.peri.com
30 PERI spol. s. r.o.
903 01 Senec
www.peri.sk
31 PERI Australia Pty. Ltd.
Glendenning NSW 2761
www.periaus.com.au
32 PERI AS
76406 Saku vald
Harjumaa
www.peri.ee
33 PERI Hellas Solely Owned Ltd.
194 00 Koropi
www.perihellas.gr
34 PERI SIA
2118 Salaspils novads, Rigas rajons
www.peri-latvija.lv
35 PERI (L.L.C.)
Dubai U.A.E.
www.perime.com
36 PERI Formwork Systems, Inc.
Bolton, ON – L7E 1K1
www.peri.ca
01 Germany PERI GmbH Rudolf-Diesel-Strasse 19
89264 Weissenhorn
www.peri.com
France
Switzerland
Spain
Belgium/Luxembourg
Netherlands
USA
Indonesia
Italy
Japan
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Finland
Norway
Poland
Sweden
Korea
Portugal
Argentina
Brazil
Chile
Romania
Slovania
Slovakia
Australia
Estonia
Greece
Latvia
United Arab Emirates
Canada
PERI International
8
10
1415
23
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3739 40
43
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47
50 51
585457
5659 55
64
63
65
7
25
26
66
27
36
49
61
62
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37 PERI Lebanon Sarl
90416 – Jdeideh
38 PERI UAB
02300 Vilnius
www.peri.lt
39 PERI S.A.U.
Tanger
www.peri.ma
40 PERI Formwork
Engineering Ltd.
Rosh Ha‘ayin, 48104
www.peri.co.il
41 PERI Bulgaria EOOD
1839 Sofia
www.peri.bg
42 Armar ehf.
220 Hafnarfjörður
www.armar.is
43 TOO PERI Kazakhstan
050000 Almaty
www.peri.kz
44 OOO PERI
142407, Noginsk District
www.peri.ru
45 PERI (Pty) Ltd
7600 Stellenbosch
www.peri.co.za
46 PERI Ukraina
07400 Brovary
www.peri.ua
47 Egypt Branch Office
11341 Nasr City /Cairo
www.peri.com.eg
48 PERI – Oplate d.o.o.
22310 Šimanovci
www.peri.rs
49 PERI Cimbras y Andamios,
S.A. de C.V.
Estado de México, Huehuetoca
www.peri.com.mx
50 PERI Repesentative Office
Baku
www.peri.com.tr
51
PERI Kalıp ve İskeleleri
Aşgabat
www.peri.com.tr
52 IOOO PERI Belarus
220100 Minsk
www.peri.by
53 PERI oplate i skele d.o.o.
10 250 Luöko-Zagreb
www.peri.com.hr
54 PERI (India) Pvt Ltd
Mumbai – 400064
www.peri.in
55 PERI GmbH - Jordan
11947 Amman
www.peri.com
56 PERI Kuwait W.L.L.
13011 Kuwait
www.peri.com.kw
57 PERI Saudi Arabia Ltd.
21463 Jeddah
www.peri.com.sa
58 PERI Qatar LLC
P.O.Box: 31295 - Doha
www.peri.qa
59 Sarl PERI
Kouba 16092, Alger
www.peri.com
60
PERI Representative Office
Tirane
www.peri.com.tr
61 PERI Peruana S.A.C.
Villa El Salvador, Lima
www.peri.com.pe
62 PERI Panama Inc.
0832-00155 Panama City
www.peri.com.pa
63 Pericofragens, Lda.
Luanda
www.peri.pt
64 PERI Nigeria Ltd.
Lagos
www.peri.ng
65 PERI (L.L.C.)
Muscat
www.perime.com
66 PERI S.A.S. Colombia
Briceño, Cundinamarca
www.peri.com.co
67 PERI-Asia Philippines, INC.
Makati City
www.peri.com.ph
Lebanon
Lithuania
Morocco
Israel
Bulgaria
Iceland
Kazakhstan
Russian Federation
South Africa
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Mexico
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Turkmenistan
Belorussia
Croatia
India
Jordan
Kuwait
Saudi Arabia
Qatar
Algeria
Albania
Peru
Panama
Angola
Nigeria
Oman
Colombia
Philippines
The optimal System for every Project and every Requirement
PERI GmbHFormwork Scaffolding EngineeringRudolf-Diesel-Strasse 19
89264 Weissenhorn
Germany
Tel. +49 (0)7309.950-0
Fax +49 (0)7309.951-0
www.peri.com
System-Independent Accessories
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