Climbing Systems CB 240 and CB 160 Safe working

Climbing Systems CB 240 and CB 160
Safe working conditions with
wall formwork at all heights
Edition 01/2011
PERI GmbH
Formwork Scaffolding Engineering
P.O. Box 1264
89259 Weissenhorn
Germany
Tel. +49 (0)7309.950 - 0
Fax +49 (0)7309.951- 0
info@peri.com
www.peri.com
Important Notes:
Without exception, all current safety regulations
must be observed in those countries where our
products are used.
The illustrations in this brochure are photographs
of real site situations. Safety or anchor details
are therefore not to be taken as a definitive
guide to the way the equipment is to be used.
Safety precautions and allowable loads 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.
Contents
2
Climbing Systems CB 240 and CB 160
Type-tested safety at all heights
4
For all heights and every ground plan
6
With VARIO GT 24, MAXIMO, TRIO or RUNDFLEX
8
Construction-compliant load assumptions, simple
formwork adjustment
10
Wind loads, over-sized formwork elements
12
Even platform planking, Formwork Carriage CB 240
14
CB 240 climbing cycle sequence
16
Type-tested safety measures, moving procedure
of the CB 160
18
Certified scaffolding anchoring
20
High level of working safety with system
components
22
BR shaft platforms
Application, support, details
24
Tables
Load Tables and Charts CB 160
26
Load tables and Charts CB 240
28
Components
48
PERI International
1
Climbing System CB
Type-tested safety at all heights
CB climbing scaffold system with
type tests provide high levels of safety
in all areas of application.
With the CB 240, the formwork is
mounted on a carriage with roller bearings and can be moved by approx. 75 cm.
This means sufficient space is available
for cleaning the formwork and reinforcement work. The 2.40 m wide platform planking is flush with the Carriage
CB and free of any tripping hazards.
Test
Type
CB 240 and CB 160 are
type-tested. This makes
time-consuming static
calculations unnecessary.
With the CB 160, the formwork is
simply tipped backwards for striking.
For both systems, the formwork is
moved together with the scaffold in
only one crane lift.
Photo on the right
Bridge pier
Architectural concrete
with CB 240 and
VARIO GT 24.
Environmental construction
High-quality architectural
concrete with CB 240
brackets and VARIO GT 24.
Apartments
CB 240 and CB 160 brackets
with VARIO GT 24.
2
3
Climbing System CB
For all heights and every ground plan
Hotel construction
CB 240 scaffold brackets
complete with finishing
platform and TRIO.
CB 240
Safe working areas and
access with system components on the formwork
and CB climbing scaffold.
30-storey apartment
building
CB 240 and CB 160
scaffold brackets with
VARIO GT 24.
4
LNG liquid gas tanks
Circular walls ø 77.50 m with
CB 240 and VARIO GT 24.
Bridge pier
Architectural concrete with
CB 240 and VARIO GT 24.
Administration building
CB 240 with TRIO and
VARIO GT 24.
Safety
PERI ladder for safe access
to the finishing platform.
5
Climbing System CB
With VARIO GT 24, MAXIMO, TRIO or RUNDFLEX
CB 240 with VARIO GT 24
CB 160 with MAXIMO or TRIO
Concreting height 3.60 – 5.40 m
Concreting height 3.60 – 5.40 m
Strongback CB 270
Strongback CB 380
Strongback CB 270
Strongback CB 380
Strongback Connector U 100-120
Adjustable Brace CB 164-224
Adjustable Brace CB 164-224
Adapter TRIO/CB
Height Adjusting Unit CB
Adjusting Unit CB 160
Carriage CB 240 with rack
Square-shaped timber
or GT 24 girders,
single or double
Square-shaped timber or
Girder GT 24
CB 160
CB 240
Handrail Post 200
Handrail Post 200
Post Extension 180
Post Extension 180
Tension Anchor CB
Tension Anchor CB
6
Handrail Post 370
Handrail Post 370
Platform Post 225
Platform Post 225
Platform Cantilever Beam CB
Platform Cantilever Beam CB
Administration building
CB 240 with finishing
platform and TRIO.
Airport control tower
46 m high, external Ø 6,85 m.
With PERI RUNDFLEX and
CB 240 brackets.
7
Climbing System CB 160
Construction-compliant load assumptions,
simple formwork adjustment
Construction-compliant load
assumptions
The high loading capacity of the CB
climbing system allows wide spans
resulting in large scaffold units with
high load assumptions.
On the PERI CB 240, for example, reinforcing bars can therefore be stored
when the formwork is retracted.
CB 240
Formwork carriage in working position
Concreting platform
150 kg/m2
300
kg/m2
Working platform
200 kg/m2
Finishing platform
75 kg/m2
8
CB 160
Formwork carriage in concreting postition
Concreting platform
150 kg/m2
Working platform
200 kg/m2
Finishing platform
75 kg/m2
Concreting platform
150 kg/m2
Working platform
200 kg/m2
Finishing platform
75 kg/m2
▲
▲
Simple adjustment of the formwork
elements for neat and tidy concrete
joints
Move element sideways.
By releasing the Strongback
Connector U 100-120.
▲
▲
Precise adjustment of the
angle of inclination.
With Adjustable Brace
CB 164-224.
Element height adjustment
For VARIO GT 24
With Height Adjusting Unit CB
For MAXIMO and TRIO
With Adapter TRIO-CB
▲
▲
9
▲
▲
Climbing System CB
Wind loads, over-sized formwork elements
Wind loads
CB 240 and CB 160 are type tested
and designed to handle high wind
speeds.
CB 240 and CB 160 type tests are available on request from PERI.
The PERI CB 240 provides type-tested
wind safety at any position which
means:
Locking the formwork on the carriage
takes place quickly and securely by
means of a wedge.
Complete safety against the wind immediately after mounting the tie rod.
hS/2
350
ZO
100
4
3
ne
ne
DU
hS
in
d
ind
Zo
Zo
Zo
ind
W
W
50
W
nd
Zo
ne
ne
2
1
1,80
QO
ZZ
0
0.30
0.40
0.50
0.60
0.70
Wind dynamic pressure [kN/m2]
10
hG
Wind loads for shoring according to EN 12812
Wi
Operating height above ground [m]
150
Wind dynamic pressure for
transition zone inland and
with load reduction factor*
for period of application
< 24 months.
*κ = 0.7
hS
Wind forces increase accordingly
with the height. The DIN 1055, which
forms the basis for the design, determines the wind loads according to
wind zones, ground profiles and
operating heights.
600
CB 240 with VARIO GT 24 for
construction of bridge piers.
0.80
0.90
1.00
1.10
1.20
1.30
Over-sized formwork
elements
The strong CB 240 und CB 160 scaffold brackets allow the formation of
large elements.
5.40 x 5.00 m = 27 m2 formwork surface area is possible on only 2 scaffold
brackets also with wind speeds of
164 km/h (1.3 kN/m2) with standard
arrangement of the brackets.
With less wind loads, larger elements
and bracket spacings are possible.
Extremely long platforms are also no
problem with the CB 240 and CB 160.
max. 5.00 m
CB 240 with finishing platform
and VARIO GT 24 for construction of LNG gas tanks.
max. 5.40 m
Instead of the usual square-shaped
timbers, GT 24 girders can be used as
platform main beams.
With a double GT 24 girder position,
platform lengths of up to maximum
12.00 m are possible.
max. 7.20 m
max. 12.00 m
11
Climbing System CB
Even platform planking, Formwork Carriage CB 240
Even platform planking
The 2.40 m wide planking has no
tripping hazards and allows easy and
safe movement on the working platform – in front of and behind the
formwork.
Safe working conditions on
the CB 240 in protection of
the formwork element.
With the PERI CB 240, the planking is
positioned above the brackets.
All possible tripping hazards are below
the working platform.
The working platform can be transported
pre-assembled thus saving space and
connected with the CB 240 brackets on
the construction site.
Closed platform decking
for safe working.
Safe and secure movement on
the CB 240 working platform.
12
Carriage CB 240
With roller bearings for easy
shuttering and striking.
This means that large formwork
elements can also be easily moved
forwards and backwards.
Ratchet Lever SW 19
Rack drive
75 cm working area when the
formwork is retracted
This creates sufficient space for
cleaning the formlining as well as
installing the reinforcement.
Securing wedge
Formwork Carriage
Roller bearings
Bracket CB 240
75 cm
With the captive wedge, the
carriage can be fixed in any
moving position.
The Carriage CB 240 is moved
using the Ratchet Lever SW 19,
Item no. 027180.
13
Climbing System CB
CB 240 climbing cycle sequence
1. The first wall section is concreted.
Install the leading anchor according to
specifications.
14
2. After reaching the required concrete
strength, mount the Scaffold Mounting Ring M24 and then attach the
pre-assembled scaffold unit.
Install the formwork and concrete the
second section.
3. Retract the formwork and then
mount the Scaffold Mounting Ring
M24.
4. Lift the complete unit to the next
section by means of the crane.
If required, the finishing platform can
be fitted.
5. Reinforcement work is now carried
out and, if required, the formwork is
placed at an angle.
6. Move the formwork forwards and
concrete. At this point. cycles continue
as in Point 3.
Note:
Load-bearing capacity of the crane
eye on the Strongback CB is 1.9 t.
15
Climbing System CB
Type-tested safety measures, moving procedure
of the CB 160 and climbing traverse
Type-tested safety measures
A type test is also available for the use
of the PERI climbing system CB 160.
The formwork is simply tilted backwards
when striking.
With a platform width of 1.60 m, a sufficient working area is available.
CB 160 combined with CB 240
Safe working conditions also on
the CB 160 climbing system. An
integrated ladder allows safe and
secure access to the finishing
platform.
Adjusting Unit CB 160
Item no. 051130
CB 160
16
CB 240
Ratchet Lever SW 19
Item no. 027180
Combining CB 160 and CB 240
is the cost-effective solution for
high walls.
CB 160
moving procedure
1. Lift the unit with
the crane.
2. Lift and then place
in position.
Moving procedure with
Climbing Traverse RCS
3. Attach unit on the
Scaffold Mounting
Ring M24.
The PERI Climbing Traverse RCS 10 t,
Item no. 112986, is used when moving
larger or non-symmetrical units.
Use a guide rope to
ensure that the moving
preocedure is fully
under control.
17
Climbing System CB
Certified scaffold anchorage
With climbing systems, safety is
significantly determined through the
quality of the tie system. Therefore,
PERI tie systems are approved by the
building authorities.
d by
rove
App ding
buil ties
ori
auth
The anchoring of the
brackets is officially
apprioved by the building
authorities.
The PERI Climbing Anchor M24/DW 15
and M24/DW 20 are efficient in their
use as well as guaranteeing safe
handling.
System Reusable components
Variant 1
Standard anchoring with variable anchoring depth.
With PERI Climbing Cone-2 M24/DW 15
Building Authority Approval
No. Z-21.6-1767
Variant 2
Anchoring for thin walls and limited anchor forces.
With PERI Screw-On Cone-2 M24/DW 20
Building Authority Approval
No. Z-21.6-1766
M24/
DW 15
M24x120-10.9
Scaffold Mounting Climbing Cone-2 Tie Rod DW 15
Item no. 030030
M24/DW15
Item no. 029560 Ring M24
Item no. 029470 Item no. 031220
Threaded Anchor
Plate 15
Item no. 030840
Scaffold Mounting Screw-On Cone-2
M24/DW 20
Ring M24
Item no. 029470 Item no. 030960
Threaded Anchor
Plate 20
Item no. 030860
M24/
DW 20
M24x120-10.9
Item no. 029560
Variant 2
With PERI Screw-On Cone-2 M24/DW 20
and Threaded Anchor Plate 20.
450
350
Variant 1
With PERI Climbing Cone-2 M24/DW 15
and Threaded Anchor Plate 15.
CB 240
18
Lost components
CB 160
Mounting of leading anchor
Advancing Bolt M24
Anchor Positioning M24
Plywood is drilled through.
E.g. with Wall Formwork VARIO GT 24.
Plywood is not drilled through.
E.g. with panel formwork MAXIMO TRIO.
1. Leading anchor during striking
Position leading anchor drill
through plywood Ø 25 mm.
Screw climbing anchor and
Advancing Bolt tightly together.
1. Leading anchor during striking
Position Anchor Positioning M24
and fix by nailing into the plywood.
Turn Climbing Anchor on the
Anchor positioning. Secure the
Threaded Anchor Plate by means
of tie wire to the reinforcement.
2. Attach scaffold suspension
Remove Advancing Bolt M24.
Retract formwork.
Attach Scaffold Mounting Ring
M24 with Hex. Bolt M24 x 120.
2. Attach scaffold suspension
Release the formwork from the
concrete and retract (the nails
are pulled through the plywood).
Dismantle Anchor Positioning
M24 using a pin wrench SW 14.
Mount Scaffold Mounting Ring
M24 using a Hex. Bolt M24 x 120.
3. Mount scaffold brackets
Mount Scaffold Brackets CB 240 or
CB 160 and immediately secure by
means of safety pins.
5. Close anchor points
The remaining anchor hole is
closed by means of the Concrete
Cone KK. This results in an opticallypleasing concrete surface.
4. Reusable anchor components
Screw out the Hex. Bolt M24 x 120
and cone from the finishing platform
using the socket wrench SW 36.
19
Climbing System CB
High level of working safety with
system components
The system components for the
CB 240 and CB 160 climbing systems
provide a very high degree of safety.
Integrated ladders with hinged hatches
and ladder cages ensure safe access to
the finishing and concreting platforms.
Handrail post for fixing the end and side
handrails.
Using VARIO platforms, the
CB 240 climbing system
ensures safe access to the
concreting level.
Accessing the two finishing
platforms is carried out with
CB 240 and CB 160 system
components.
Easy access to the
finishing platform
with the PERI ladder.
20
Access ladder
Safe and secure access to the CB 240
and CB 160 finishing platform at all
heights.
A
B
Sliding or
hinged hatches
Ladder safety cage
Ladder 220/6
Ladder 180/6
A) Side handrail post
For fixing end handrails.
It is mounted on the outer main
beam at the end.
B) End handrail post
With larger cantivers, it is
attached to the outer main
beam.
Ladder Base 30,
adjustable
21
BR shaft platforms
Application, support, details
Tie Rod B15 or Scaffold Tube
Tie Rod B15 or Scaffold Tube
Application
Note:
For suspension of the finishing
platforms, only use Tie Rods B15
or Scaffold Tube Ø 48.3 mm.
Table of permissible bearing forces
for gravity pivot plate
Concrete cube Concrete cylin- perm. vertical
der strength
bearing load
strength
[N/mm2]
[kN]
[N/mm2]
10.0
22
8.0
20.0
12.0
9.6
14.0
11.2
Reinforcement Diameter of
against tensile reinforcement
[mm]
splitting BST
500 [cm2]
0.15
1x5
23.9
0.18
1x5
27.9
0.21
1x6
16.0
12.8
31.9
0.24
1x6
18.0
14.4
35.9
0.27
1x6
Considered tolerances:
Clear width of the shaft ± 20 mm.
Length of platform beam ± 3 mm.
Clearance in the box out + 10 mm.
19.1
15.3
38.0
0.29
1x8
Remaining supporting depth min. 27 mm.
Support on Folding Bracket 25
Support on gravity pivot plate
Perm. load-bearing capacity 25 kN
Perm. load-bearing capacity max. 38 kN
70
25 115
442
327
Note:
The external platform beam (timber)
may not obstruct the unhindered
folding of the gravity pivot plate.
Assembly sequence
Platform Beam BR with gravity pivot plate
1. Bearing Box BR installed
2. Struck
3. Platform supported
4. Platform lifted
Installation of platform decking
2. With square-shaped timber
80
1. With Girder GT 24
max. 100 mm timber
Hook Strap HB 24-100/120
for Profile U 100 / U 120
Hook Strap HB 24-140/160
for Profile U 140 / U 160
Drilled hole Ø 20
Hook Strap HB
for Profile U 100 / U 120
Hook Strap HB2
for Profile U 140 / U 160
23
Climbing System
CB 160
Load Combination A – Working
The charts are for detailed determination of the bearing reactions whilst
taking into account realistic load combinations. For all load combinations
(A – working and B – storm), the safe
transfer of the bearing forces into the
building structure has to be verified.
Wind load:
q = 0.25 kN/m²
600
Static system and load combinations
v = 72 km/h
v = 129 km/h
q = 1.1 kN/m2
v = 151 km/h
q = 1.3 kN/m2
v = 164 km/h
hS
ZO
QO
– Working not permitted
– Material can be left on the working
platform.
1.80
Width of influence b
Application height hG
Formwork height hS
Formwork weight max. 60 kg/m2
Wind flow pressure q
Aerodynamic wind factor cW = 1.3
Wind load:
q = 0.8 kN/m2
hG
350
Load Combination B – Storm
With higher wind loads, the permissible widths of influence must be
reduced accordingly and the bearing
forces determined through a static
calculation.
hS/2
– Working on all platforms is allowed.
– Material storage on the working
platform is allowed.
hS
DU
ZZ
Wind from the
front
Wind from the
rear
Load assumptions
Platform
Platform width
[m]
Dead load of
the platform
[kg/m²]
Permissible
live load*
[kg/m²]
Concreting platform
0.80
30
150
Intermediate platform**
0.80
30
150
–
–
–
–
Working platform
1.60
50
200
200 kg/m2
133 kg/m2
133 kg/m2
–
Finishing platform
1.15
50
75
Wind direction
Decisive load combinations [kg/m²]
for calculating the bearing reactions
Storm B1
Storm B2
Storm B3
75 kg/m2
–
–
–
37.5 kg/m2
–
–
–
from the front
from the front
from the rear
from the rear
**if necessary
* Maximum permissible live load for operating condition “Working”.
– Loads are evenly distributed. One-sided loading of cantilevered
platform areas is not permitted.
– Working: if loading of several platform levels, only one level
can be fully loaded – all other platform levels only up to 50%.
– Storm: Reduced load on the working platform for material
left behind.
24
Working A
Climbing System
CB 160
Load Tables and Charts CB 160
Bearing reactions for the permissible width of influence (perm. b)
Load case
max. wind flow pressure during storm
q = 0.8 kN/m2
A
B1
B2
B3
q = 1.1 kN/m2
q = 1.3 kN/m2
hS
3.00 m
4.00 m
5.40 m
3.00 m
4.00 m
5.40 m
3.00 m
4.00 m
5.40 m
perm. b
6.55 m
4.40 m
2.90 m
5.55 m
3.60 m
2.40 m
5.05 m
3.25 m
2.05 m
QO
47.2 kN
36.9 kN
28.1 kN
40.4 kN
30.9 kN
23.9 kN
37.1 kN
28.3 kN
21.0 kN
ZO
30.6 kN
26.2 kN
23.0 kN
26.1 kN
21.7 kN
19.3 kN
23.8 kN
19.7 kN
16.6 kN
DU
23.8 kN
20.2 kN
17.7 kN
20.3 kN
16.8 kN
14.9 kN
18.6 kN
15.3 kN
12.9 kN
QO
34.7 kN
28.6 kN
22.6 kN
29.9 kN
24.1 kN
19.3 kN
27.5 kN
22.1 kN
17.1 kN
ZO
51.7 kN
49.1 kN
47.8 kN
56.9 kN
52.9 kN
52.7 kN
59.7 kN
55.4 kN
52.5 kN
DU
32.2 kN
31.9 kN
32.6 kN
34.1 kN
33.5 kN
35.4 kN
35.2 kN
34.7 kN
35.1 kN
QO
44.8 kN
44.0 kN
44.0 kN
45.0 kN
43.8 kN
45.5 kN
45.2 kN
44.3 kN
44.2 kN
Z O*
-25.6 kN
-23.9 kN
-21.9 kN
-31.8 kN
-28.0 kN
-25.5 kN
-35.1 kN
-30.4 kN
-26.0 kN
ZZ
11.8 kN
16.8 kN
22.5 kN
17.6 kN
21.6 kN
27.4 kN
20.6 kN
24.2 kN
28.4 kN
QO
39.4 kN
40.5 kN
41.8 kN
40.4 kN
41.0 kN
43.7 kN
41.0 kN
41.7 kN
42.6 kN
Z O*
-29.2 kN
-25.8 kN
-22.8 kN
-34.8 kN
-29.5 kN
-26.2 kN
-37.8 kN
-31.7 kN
-26.6 kN
ZZ
18.7 kN
21.3 kN
25.4 kN
23.5 kN
25.3 kN
29.9 kN
26.0 kN
27.5 kN
30.5 kN
*if ZO < 0, then a compressive force affects the anchorage.
intermediate values can be interpolated linear. Maximum values are in bold.
Load factor – wind loads:
Load Combination A = 1.0. Load Combination B = 0.9
The permissible widths of influence correspond
to the type test. The bearing reactions differ to
the type test, because the type test does not
distinguish between different operating conditions.
Formulae to calculate the forces for actual width of influence (actual b)
QO (actual b) =
ZO (actual b) =
DU (actual b) =
ZZ (actual b) =
actual b
perm. b
actual b
perm. b
actual b
perm. b
actual b
perm. b
The calculation of types according to current
standards is being prepared.
∙ (QO (perm. b) - 3.8 kN) + 3.8 kN
∙ (ZO (perm. b) - 1.3 kN) + 1.3 kN
∙ (DU (perm. b) - 1.3 kN) + 1.3 kN
∙ ZZ (actual b)
Width of influence CB 160
Formwork height hS [m]
5.40
5.00
4.50
q = 0.8 kN/m2
q = 1.3 kN/m2
4.00
q = 1.1 kN/m2
3.50
3.00
2.00
3.00
4.00
5.00
6.00
7.00
Width of influence
perm. b [m]
25
Static system and load combinations
Load combination A – working
The charts are for detailed determination of the bearing reactions whilst
taking into account realistic load combinations. For all load combinations
(A – working and B – storm), the safe
transfer of the bearing forces into the
building structure has to be verified.
Wind load:
q = 0.25 kN/m²
hS/2
hG
hS
– The formwork is retracted (75 cm),
or is in the concreting position.
– Working on all platforms is permitted.
– Storage of materials on the working
platform is permitted.
Wind load:
q = 0.8 kN/m2
v = 129 km/h
q = 1.1 kN/m2
v = 151 km/h
q = 1.3 kN/m2
v = 164 km/h
450
Load combination B – storm
ZO
QO
1.80
Width of influence b
Application height hG
Formwork height hS
Formwork weight max. 60 kg/m²
Wind flow pressure q
Aerodynamic wind factor cW = 1.3
v = 72 km/h
– Formwork in concreting position
– Working not permitted
– Material can be left on the working
platform.
DU
hS
With higher wind loads, the permissible widths of influence must be
reduced accordingly and the bearing
forces determined through a static
calculation.
600
Climbing System
CB 240
ZZ
Wind from the
front
Platform
Dead load of
the platform
[kg/m²]
Permissible
live load*
[kg/m²]
Concreting platform
30
150
Intermediate platform (if required)
30
Working platform Wall side
Guardrail side
50
Finishing platform
50
Wind direction
Decisive load combinations [kg/m²]
for calculating the bearing reactions
Working A
Storm B1
Storm B2
Storm B3
75
–
–
–
150
–
–
–
–
300
300
–
–
–
200
200
133
133
–
75
37.5
–
–
–
from the front
from the front
from the rear
from the rear
* Maximum permissible live load for operating condition “Working”.
– Loads are evenly distributed. One-sided loading through
cantilevered platform areas is not permitted.
– Working: if loading several platform levels, only one level
can be fully loaded – all other platform levels only up to 50%.
– Storm: reduced load on the working platform for material
left behind.
26
Wind from the
rear
Climbing System
CB 240
Load tables and charts CB 240
Bearing reactions for permissible widths of influence (perm. b)
Load case
max. wind flow pressure
q = 0.8 kN/m2
A
B1
B2
B3
q = 1.1 kN/m2
q = 1.3 kN/m2
hS
3.00 m
4.00 m
5.40 m
3.00 m
4.00 m
5.40 m
3.00 m
4.00 m
5.40 m
perm. b
4.80 m
3.90 m
3.16 m
4.28 m
3.40 m
2.68 m
3.95 m
3.12 m
2.50 m
QO
48.8 kN
44.2 kN
39.3 kN
44.0 kN
39.1 kN
34.0 kN
40.9 kN
36.3 kN
32.1 kN
ZO
39.1 kN
38.4 kN
38.6 kN
35.1 kN
33.8 kN
33.1 kN
32.6 kN
31.2 kN
31.1 kN
DU
34.1 kN
33.1 kN
32.8 kN
30.7 kN
29.2 kN
28.2 kN
28.5 kN
27.0 kN
26.5 kN
QO
33.6 kN
31.8 kN
29.3 kN
30.3 kN
28.3 kN
25.5 kN
28.3 kN
26.3 kN
24.1 kN
69.4 kN
ZO
46.9 kN
51.1 kN
58.3 kN
52.2 kN
56.8 kN
64.4 kN
54.6 kN
59.7 kN
DU
32.6 kN
35.8 kN
41.8 kN
34.7 kN
38.5 kN
45.2 kN
35.5 kN
39.8 kN
48.2 kN
QO
33.6 kN
37.2 kN
42.3 kN
34.1 kN
38.0 kN
43.3 kN
34.1 kN
38.2 kN
44.9 kN
Z O*
-14.3 kN
-18.6 kN
-22.4 kN
-20.7 kN
-24.3 kN
-27.3 kN
-23.9 kN
-27.2 kN
-30.7 kN
ZZ
0.0 kN
6.3 kN
14.3 kN
4.9 kN
11.4 kN
19.5 kN
7.6 kN
14.0 kN
22.9 kN
QO
27.4 kN
32.2 kN
38.3 kN
28.6 kN
33.7 kN
39.9 kN
29.0 kN
34.3 kN
41.8 kN
Z O*
-20.3 kN
-22.3 kN
-24.6 kN
-26.1 kN
-27.5 kN
-29.2 kN
-28.9 kN
-30.1 kN
-32.4 kN
ZZ
9.4 kN
13.3 kN
19.7 kN
13.4 kN
17.5 kN
24.1 kN
15.4 kN
19.6 kN
27.1 kN
*if ZO < 0, a compressive force then affects the anchorage.
Intermediate values can be linear interpoliert. Maximum values are in bold.
Load factor – wind loads:
Load combination A = 1.0. Load Combination B = 0.9
The permissible widths of influence correspond
to the type test. The specified bearing reactions
differ to those of the type test because no
differentiation between several operating conditions are given there.
The type calculation according to current
standards is being prepared.
Formulae to calculate values for actual width of influence (actual b)
QO (actual b) =
ZO (actual b) =
DU (actual b) =
ZZ (actual b) =
actual b
perm. b
actual b
perm. b
actual b
perm. b
actual b
perm. b
∙ (QO (actual b) - 4.6 kN) + 4.6 kN
∙ (ZO (actual b) - 2.7 kN) + 2.7 kN
∙ (DU (perm. b) - 2.7 kN) + 2.7 kN
∙ ZZ (perm. b)
Width of influence CB 240
Formwork height hS [m]
5.40
5.00
q = 0.8 kN/m2
4.50
q = 1.1 kN/m2
q = 1.3 kN/m2
4.00
3.50
3.00
2.00
2.50
3.00
3.50
4.00
4.50
5.00
Width of influence
perm. b [m]
27
CB Climbing System, BR Shaft Platform
Climbing Bracket CB 240
Complete Climbing Scaffold Bracket CB 240.
Complete with
2 x 017040 Screw-On Coupling AK 48, galv.
1 x 715977 Handrail Post CB 240
1 x 710222 Hex. Bolt ISO 4014 M16 x 80-8.8, galv.
1 x 070890 Nut ISO 7042 M16-8, galv.
Note
Delivery condition: handrail post attached to transportation bracket.
3214
400
440
2326
350
30
1100
440
50
Item no. Weight kg
051000 112,000
1800
228
2411
051020
33,900
Carriage CB 240
For mounting to the Climbing Bracket CB 240.
Can be assembled in 2 positions: for platform
beams with Girder GT 24 or timber 8 x 16 cm.
Complete with
1 x 710944 Toothed Wedge, FW
Note
Spanner size SW 19.
625
90
1175
027180
051040
28
1,760
8,440
Accessories
Ratchet Lever SW 19
Rack CB 240
250
165 /
245
SW 19
CB Climbing System, BR Shaft Platform
Item no. Weight kg
051040
8,440
Rack CB 240
For Carriage CB 240.
Complete with
1 x 018050 Pin Ø 16 x 65/86, galv.
1 x 018060 Cotter Pin 4/1, galv.
10
30
33
2240
73
64
0,930
Lifting Eye CB 240, galv.
For mounting to the Climbing Bracket CB 240
when used as a working platform.
Complete with
1 x 018050 Pin Ø 16 x 65/86, galv.
1 x 018060 Cotter Pin 4/1, galv.
Safety instructions
Load-bearing point: lifting capacity 700 kg.
140
051010
62
440
50
Complete with
2 x 017040 Screw-On Coupling AK 48, galv.
1 x 715977 Handrail Post CB 240
1 x 710222 Hex, Bolt ISO 4014 M16 x 80-8.8, galv.
1 x 070890 Nut ISO 7042 M16-8, galv.
Note
Delivery condition: handrail post attached to transportation bracket.
440
1521
3135
30
1025
Climbing Bracket CB 160
Complete Climbing Bracket CB 160.
630
79,000
1800
051100
228
1606
29
CB Climbing System, BR Shaft Platform
Item no. Weight kg
051130
12,900
Adjusting Unit CB 160
For Climbing Bracket CB 160.
Complete with
2 x 711084 Hex. Bolt ISO 4014 M20 x 150-8.8, galv.
2 x 781053 Nut ISO 7042 M20-8, galv.
Note
Spanner size SW 19.
237
SW 19
260
4,560
Platform Connection CB 160
For connection of platform decking to the Climbing
Bracket CB 160 for use as working scaffold.
Complete with
2 x 711078 Hex. Bolt ISO 4014 M20 x 130-8.8, galv.
2 x 781053 Nut ISO 7042 M20-8, galv.
Safety instructions
Load-bearing point: load capacity 500 kg.
235
55
70
051120
83
130
Strongback CB
Strongback CB 270
Strongback CB 380
For mounting of system formwork to the Climbing
Brackets CB 240 and CB 160. For formwork
heights up to 5.40 m.
Complete with
1 x 715936 Pin with Tension Sleeve
1 x 018060 Cotter Pin 4/1, galv.
Safety instructions
Load-bearing point: load capacity 1.9 t.
120
196
90 / 160
73,400
103,000
86
240 7 x 60
= 420
30
2730 / 3800
1430
N x 60=
480 / 1620
051060
051150
90
CB Climbing System, BR Shaft Platform
Item no. Weight kg
051030
5,320
Height Adjusting Unit CB
For height adjustment of VARIO GT 24 elements
on the Strongback CB.
Complete with
1 x 715936 Pin with Tension Sleeve
1 x 018060 Cotter Pin 4/1, galv.
Note
Spanner size SW 19.
240
max 182
82
Ø25
SW 19
60
051110
25,000
Adjustable Brace CB 164-224
For exact adjustment of the Strongback CB.
190
55
Complete with
2 x 715936 Pin with Tension Sleeve
2 x 018060 Cotter Pin 4/1, galv.
89
1580
min 1640
Complete with
1 x 715936 Pin with Tension Sleeve
1 x 018060 Cotter Pin 4/1, galv.
Note
Spanner size SW 19.
SW 19
400
Ø25
415
180
Adapter TRIO-CB
For the connection of TRIO panels to the
Strongback CB. Horizontal or vertical use is
possible. With built-in height adjustment.
100
13,500
82
051090
max 2240
31
CB Climbing System, BR Shaft Platform
Item no. Weight kg
110059
2,620
Strongback Connector U 100-120
For the connection of VARIO GT 24 elements on
the Strongback CB or Steel Waler SRU.
80
126
Ø16
107007
3,410
Tension Anchor Connector CB
For securing against tilting due to wind loads using
DW 15 Tie Rod.
80 - 145
76
284
120
Complete with
1 x 710219 Hex. Bolt ISO 4014 M16 x 100-8.8, galv.
1 x 070890 Nut ISO 7042 M16-8, galv.
60
400
M 16x100
64
30
DW 15
Wall Tension Connector
For securing against tilting due to wind loads using
DW 15 Tie Rod.
Complete with
1 x 027170 Pin Ø 16 x 42, galv.
1 x 018060 Cotter Pin 4/1, galv.
Ø26
180
4,100
100
107008
DW 15
50
255
100
026430
0,334
051260
3,300
331
Accessories
Hex. Bolt ISO 4014 M24 x 70-10.9
Belt Connector CB
For securing against tilting due to wind loads with
Tension Belt.
Complete with
1 x 710219 Bolt ISO 4014 M16 x 100-8.8, galv.
1 x 070890 Nut ISO 7042 M16-8, galv.
60
400
M 16x100
59
25
Ø20
32
CB Climbing System, BR Shaft Platform
Belt Connector Wall
For securing against tilting due to wind loads using
a Tension Belt.
0
Item no. Weight kg
051270
1,620
12
Ø50
80
Ø25
100
026430
0,334
026430
0,334
12
Accessories
Hex. Bolt 4014 M24 x 70-10.9
Hex. Bolt ISO 4014 M24 x 70-10.9
High tensile bolt for the anchoring of climbing
systems.
Note
Spanner size SW 36.
70
SW 36
M24
051250
2,790
Tension Belt l = 5,70 m, 25 kN
Technical data
Permissible tension force 25.0 kN.
1000
min 1600
Complete with
4 x 710232 Hex. Bolt ISO 4014 M16 x 130-8.8, galv.
4 x 070890 Nut ISO 7042 M16-8, galv.
232
M 16x130
16
86
965
Ø17
965
270
Platform Cantilever Beam CB
For mounting finishing platforms.
249
80
17,000
150
051230
max 5700
80
1230
33
CB Climbing System, BR Shaft Platform
Item no. Weight kg
051200
44,400
Platform Post CB 225
For mounting finishing platforms. For concreting
heights up to 3.60 m. In combination with Post
Extension CB 180 for concreting heights 3.60 to
5.40 m.
Complete with
2 x 710232 Hex. Bolt ISO 4014 M16 x 130-8.8, galv.
2 x 070890 Nut ISO 7042 M16-8, galv.
M 16x130
1000
Ø22
30
200
500
800
200
Ø17
2510
1750
710
200
30
86
051050
26,400
Post Extension CB 180
For mounting finishing platforms. In combination
with Platform Post CB 225 for concreting heights
from 3.60 m up to 5.40 m.
Complete with
2 x 710232 Hex. Bolt ISO 4014 M16 x 130-8.8, galv.
2 x 070890 Nut ISO 7042 M16-8, galv.
85
1195
1300
2040
200
995
500
200
20
M 16x130
20
200
Ø17
34
CB Climbing System, BR Shaft Platform
Item no. Weight kg
051190
17,400
Handrail Post CB 200
For assembling guardrails to the finishing platforms. Basic extension for Handrail Post CB 190
and 370.
Complete with
2 x 710232 Hex. Bolt ISO 4014 M16 x 130-8.8, galv.
2 x 070890 Nut ISO 7042 M16-8, galv.
30
86
2225
80
280
440
500
1125
460
M 16x130
385
30
60
200
500
820
80
440
200
Ø17
30
Complete with
2 x 710232 Hex. Bolt ISO 4014 M16 x 130-8.8, galv.
2 x 070890 Nut ISO 7042 M16-8, galv.
200
M 16x130
440
80
80
440
2155 / 3955
N x 500
Ø9
1895 / 3695
80
Ø17
330
Handrail Post CB
Handrail Post CB 190
Handrail Post CB 370
For assembling guardrails to the finishing platforms. Handrail Post CB 190 for concreting heights
up to 3.60 m. Handrail Post CB 370 for concreting
heights from 3.60 m up to 5.40 m.
200
19,000
34,600
30
051210
051220
35
CB Climbing System, BR Shaft Platform
Item no. Weight kg
026415
026417
026411
026412
026413
026414
026419
026418
3,550
0,000
3,550
7,100
10,650
14,200
17,750
21,600
Scaffold Tube Steel Ø 48,3 x 3,2
Scaffold Tube Steel Ø 48.3 x 3.2, special lengths
Cutting costs for scaffold tubes
Scaffold Tube Steel Ø 48.3 x 3.2, l = 1.0 m
Scaffold Tube Steel Ø 48.3 x 3.2, l = 2.0 m
Scaffold Tube Steel Ø 48.3 x 3.2, l = 3.0 m
Scaffold Tube Steel Ø 48.3 x 3.2, l = 4.0 m
Scaffold Tube Steel Ø 48.3 x 3.2, l = 5.0 m
Scaffold Tube Steel Ø 48.3 x 3.2, l = 6.0 m
L
1000
2000
3000
4000
5000
6000
L
Ø48,3x3,2
1,400
Swivel Coupling DK 48/48, galv.
For Scaffold Tubes Ø 48 mm.
Note
Spanner size SW 19.
(27)
017010
SW 19
017040
0,850
Screw-On Coupling AK 48, galv.
For Scaffold Tubes Ø 48 mm.
Note
Spanner size SW 30, SW 19.
( 12)
SW 30
SW 19
051160
0,894
Handrail Connector CB
For mounting Scaffold Tubes Ø 48 mm to handrail
posts.
Note
Spanner size SW 19.
60
SW 19
024140
36
0,033
Accessories
F.H. Bolt DIN 603 M8 x 70 MU, galv.
95
9
Ø48
CB Climbing System, BR Shaft Platform
Side Handrail Post
For mounting handrails at the front side.
Screwed to platform main beam.
40
1270
440
440
50
Item no. Weight kg
051610
6,940
Ø7
50
190
Ø9
100
340
0,014
051630
11,000
Accessories
Hex. Wood Screw DIN 571 6 x 80, galv.
End Handrail Post
For assembling of handrails on larger cantilevers.
Screwed to platform main beam.
440
1270
440
50
051640
Ø9
190
230
Ø7
110
30
051640
0,014
Accessories
Hex. Wood Screw DIN 571 6 x 80, galv.
051640
0,014
Hex. Wood Screw DIN 571 6 x 80, galv.
120
50
280
Note
Spanner size SW 10.
80
SW 10
37
CB Climbing System, BR Shaft Platform
End Guardrail Frame 55
Clampable end guardrail frame for all PERI scaffold
platforms and climbing systems.
max 417
1360
1020
Item no. Weight kg
065066
15,100
560
051650
0,060
F. H. Bolt DIN 603 M6 x 180 MU, galv.
With nut.
400
Note
Spanner size SW 10.
17
180
24
M6
SW 10
710240
024360
108834
0,050
0,058
0,085
F. H. Bolt
F. H. Bolt
F. H. Bolt
F. H. Bolt
With nut.
DIN
DIN
DIN
DIN
603
603
603
603
M8, galv.
M8 x 100 MU, galv.
M8 x 125 MU, galv.
M8 x 180 MU, galv.
L
100
125
180
B
80
115
28
Note
Spanner size SW 13.
Ø17 / Ø 21
L
B
M6/M8
SW 10 / SW 13
0,723
Scaffold Mounting Ring M24, galv.
Anchoring System M24.
For anchoring climbing systems.
Note
Permissible load: see PERI product information.
Ø73
029470
73
029560
38
0,535
Accessories
Hex. Bolt ISO 4014 M24 x 120-10.9
CB Climbing System, BR Shaft Platform
Item no. Weight kg
029560
0,535
Hex. Bolt ISO 4014 M24 x 120-10.9
High tensile bolt for anchoring climbing systems.
Note
Spanner size SW 36.
120
M24
SW 36
114158
1,030
Screw-On Cone-2 M24/DW 20, galv.
Anchoring System M24.
For anchoring of climbing systems.
Note
Permissible load: see PERI product information.
Spanner size SW 36.
150
70
65
M 24
DW 20
SW 36
Accessories
Threaded Anchor Plate DW 20
030860
0,801
030860
0,801
Threaded Anchor Plate DW 20
For the use with Tie Rod DW 20, B 20 or
Screw-On Cone-2 M24/DW 20. For anchoring into
the concrete.
Note
Permissible load: see PERI product information.
Lost anchor component.
031220
1,010
Climbing Cone-2 M24/DW 15, galv.
Anchoring System M24.
For anchoring of climbing systems.
Note
Permissible load: see PERI product information.
Spanner size SW 36.
100
030840
0,516
Accessories
Threaded Anchor Plate DW 15
Tie Rod DW 15 special length
Tie Rod B 15 special length
Threaded Anchor Plate DW 15
For use with Tie Rod DW 15 or B 15.
For anchoring in concrete.
Note
Permissible load: see PERI product information.
Lost anchor component.
60
DW 15
Ø27
0,516
1,440
1,550
Ø6
Ø 80
030840
030030
030740
25
50
M 24
70
DW 15
SW 36
39
CB Climbing System, BR Shaft Platform
Item no. Weight kg
030030
030050
1,440
0,000
Tie Rod DW 15
Tie Rod DW 15 special length
Cutting Costs DW 15, B 15
Note
Non-weldable! Observe construction approval!
Technical data
Permissible load 90 kN.
DW 15
030740
030050
1,550
0,000
Tie Rod B 15
Tie Rod B 15 special length
Cutting Costs DW 15, B 15
Note
Weldable! Observe construction approval!
Technical data
Permissible load 85 kN.
B 15
029270
0,331
Advancing Bolt M24, galv.
For connecting Anchor System M24 if the formlining can be drilled through.
Note
Spanner size SW 19.
70
M 24
SW 19
029280
0,196
029280
0,196
Accessories
Anchor Positioning Plate M24, galv.
Anchor Positioning Plate M24, galv.
For connecting Anchor System M24 if the formlining can be drilled through.
80
Ø7
Ø25
60
029440
40
0,005
Accessories
Hex. Wood Screw DIN 571 6 x 20, galv.
6
CB Climbing System, BR Shaft Platform
Item no. Weight kg
029440
0,005
Hex. Wood Screw DIN 571 6 x 20, galv.
Note
Spanner size SW 10.
20
SW 10
M6
026420
0,123
Anchor Positioning Stud M24, galv.
For mounting Anchor System M24 if the plywood
is not drilled through.
Note
Allen Key SW 14.
60
SW 14
Ø5
M 24
40
0,445
0,005
051410
11,700
Accessories
Allen Key SW 14, long
Wire nails 3 x 80
Ladder 180/6, galv.
For accessing PERI formwork systems.
Complete with
4 x 710224 Hex. Bolt ISO 4017 M12 x 40-8.8, galv.
4 x 710381 Nut ISO 7042 M12-8
450
027212
710312
5 x 298 = 1490
83
1960
Ladder 220/6, galv.
For accessing PERI formwork systems.
Complete with
4 x 710224 Hex. Bolt ISO 4017 M12 x 40-8.8, galv.
4 x 710381 Nut ISO 7042 M12-8
450
12,800
400
051420
3 x 298 = 894
2265
41
CB Climbing System, BR Shaft Platform
Item no. Weight kg
109105
5,070
Ladder Base 30 adjustable, galv.
For horizontally fixing ladders on the platform
decking.
95
170
443
0 - 320
525
13,5
423
2,180
Ladder Base, galv.
As bottom end piece and for preventing the
ladders sliding on platform decking.
210
051460
405
0,684
Ladder Hook, galv.
To adjust the lower ladder. Always use in pairs.
Complete with
2 x 710266 Hex. Bolt ISO 4017 M12 x 25-8.8, galv.
2 x 710381 Nut ISO 7042 M12-8
330
103718
50
104132
051450
15,600
25,200
Ladder Safety Cage
Ladder Safety Cage 75, galv.
Ladder Safety Cage 150, galv.
Safety cage for PERI access ladders.
SW 18
Complete with
4 px 710266 Hex. Bolt ISO 4017 M12 x 25-8.8, galv.
4 x 701763 Clamping Plate Fl 25 x 10 x 90
42
704
750 / 1500
710
CB Climbing System, BR Shaft Platform
Complete with
4 x 710266 Hex. Bolt ISO 4017 M12 x 25-8.8, galv.
4 x 710381 Nut ISO 7042 M12-8
830
Sliding Hatch Cover
Non self-closing hatch for ladder access. Clear
opening dimensions approx. 73 x 55 cm.
730
Item no. Weight kg
051430
37,900
550
103
1140
15,600
Hatch 55 x 60, foldable
Self-closing hatchway for ladder access. Clear
opening dimensions approx. 55 x 60 cm.
560
662
550
6
386
6
110608
60
600
820
710
027180
1,760
Ratchet Lever SW 19
For moving Carriage CB 240 and SKSF 240.
Note
Spanner size SW 19.
795
031480
2,460
Socket Spanner SW 36, chrome-plated
For diverse uses.
510
43
CB Climbing System, BR Shaft Platform
Item no. Weight kg
027212
0,445
Hex. Wrench Key SW 14, long
To remove the Anchor Positioning Studs M24,
M30 and M36.
SW 14
230
020320
020510
020310
020520
21,800
27,400
32,800
38,600
Platform Beam BR
Platform Beam BR U100
Platform Beam BR U120
Platform Beam BR U140
Platform Beam BR U160
As cross beam for shaft platforms.
Note
The specified item no. applies only to the 2
Platform Beam profiles. The required accessories
are to be ordered separately.
Permissible load: see PERI Design Tables.
700
700
700
52
020620
105401
020330
020600
0,561
2,210
12,100
6,740
020620
0,561
50
L
50
50
U 100
U 120
U 140
U 160
=
=
700
115
273
Spacer por Platform Beam BR
For Platform Beam BR.
Complete with
1 x 710226 Hex. Bolt ISO 4014 M20 x 90-8.8, galv.
1 x 781053 Nut ISO 7042 M20-8, galv.
Note
Spacing; maximum 700 mm.
Number according to length of the Platform Beam.
Spanner size SW 30.
M 20x90
SW 30
Technical data
Load-bearing point: laod capacity 2.5 t.
245
Crane Eye BR 2.5 t
As attachment point for moving climbing systems
or Platform Beam BR.
135
2,210
Ø60
100
020620
44
0,561
123
Accessories
Spacer for Platform Beam BR
Crane Eye BR 2.5 t
Folding Bearing Plate 25
Gravity Pivot Plate BR
52
105401
54
Accessories
Spacer for Platform Beam BR
15
75
CB Climbing System, BR Shaft Platform
Item no. Weight kg
020600
6,740
Gravity Pivot Plate BR
For supporting the Platform Beam BR in wall
box-outs. 2 pieces per platform beam.
Complete with
1 x 781053 Nut ISO 7042 M20-8, galv.
1 x 710226 Hex. Bolt ISO 4014 M20 x 90-8.8, galv.
Note
Spanner size SW 30.
Technical data
Permissible load: see PERI product information
130
237
65
48
70
SW 30
75
125
437
108162
1,610
108162
1,610
Accessories
Bearing Box BR
Bearing Box BR
To create wall box-outs for supporting with the
Gravity Pivot Plate.
140
70
30 °
210
M 24
170
029270
0,331
020330
12,100
52
45
80
M 20x90
Accessories
Advancing Bolt M24, galv.
Folding Bearing Plate 25
For supporting the Platform Beam BR with the
Anchor System M24. 2 pieces per platform beam.
Technical data
Permissible load 25.0 kN.
258
162
234
50
026430
0,334
350
291
140
25
Accessories
Hex. Bolt ISO 4014 M24 x 70-10.9
45
CB Climbing System, BR Shaft Platform
Item no. Weight kg
024070
0,460
Hook Strap HB 24-100/120, galv.
For mounting GT 24 Girders to Steel Walers SRZ
and SRU, Profile U100 - U 120.
M 8x70
152 (U 100)
82
162 (U 120)
024080
0,676
Hook Strap HB 24-140/160, galv.
For mounting GT 24 Girders to Steel Walers SRZ
and SRU, Profile U140 - U 160.
M 8x70
172 (U 140)
82
182 (U 160)
030740
030050
030150
1,550
0,000
0,420
Tie Rod B 15
Tie Rod B 15 special length
Cutting Costs DW 15, B 15
Tie Rod B 15 l = 0.30 m
Note
Weldable! Observe construction approval!
Technical data
Permissible load 85 kN.
B 15
030370
1,560
Wingnut Pivot Plate DW 15, galv.
With articulated, captive nut. Maximum angle of
inclination of the anchors 8°.
Technical data
Permissible load 90 kN.
117
72
Ø10
030070
0,222
Hex. Nut DW 15 SW 30/50, galv.
For anchoring with Tie Rod DW 15.
Note
Spanner size SW 30.
Technical data
Permissible load 90 kN.
50
SW 30
DW 15
46
CB Climbing System, BR Shaft Platform
Item no. Weight kg
026230
1,010
Anchor Sleeve M24
For anchoring of platform systems.
Note
Permissible load: see Product information.
100
68
8
120
12
Ø 31
15
M 24
026240
026250
0,013
0,005
026240
0,013
Accessories
Cone for Anchor Sleeve M24
Plug Ø 26 mm for Anchor Sleeve M24
Cone for Anchor Sleeve M24
Results in a concrete covering of 24 mm.
39
Ø31
50
24
026250
0,005
Plug Ø 26 mm for Anchor Sleeve M24
For closing Cones for Anchor Sleeve M24.
Ø 26
Ø 23
27
026430
0,334
Hex. Bolt ISO 4014 M24 x 70-10.9
High strength bolt for anchoring climbing systems.
Note
Spanner size SW 36.
70
SW 36
M24
47
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