
36
12
13
12
71
3
7
5 m
m
5
0
0 m
m
150 mm
B1 Planning the Supporting Structure
Mixed Suspension
with Rail Guidance Shoe and Slab
Shoe
Fix Rail Guidance Shoe-2 LPS (12) in the
anchoring (13) using Hex. Bolt ISO 4014
M24x70-10.9 (71).
(Fig. B1.23 + B1.24)
Components
12
Rail Guidance Shoe-2 LPS
13
Anchoring M24
13.5
Climbing Cone-2 M24/DW 15
13.6
Tie Rod DW 15, L = h - 77 mm
13.7
Threaded Anchor Plate DW 15,
Ø 80 mm
71
Bolt ISO 4014 M24x70-10.9 1*
Dimension
∆
h = 375 mm, see Section
B4 Special Applications - Anchoring to
Columns.
– Required anchoring depth hnom and
concrete strength according to sepa-
rate static calculation in accordance
with Building Authority Approval
Z-21.6-1767 or expert's report for
PERI Climbing Anchor.
– Separate static proof and a separate
determination of the reaction forces
are required!
– When using additional spacers in the
standard area, these must be installed
offset by 500 mm for the bearing with
the Rail Guidance Shoe.
When dismantling the Rail Guidance
Shoe, safety measures are required
which must be stated in the site-specific
assembly instructions, e.g. mounting an
additional trailing platform.
Fig. B1.23
Fig. B1.24
LPS Screen Lightweight Climbing Enclosure
Instructions for Assembly and Use – Standard Configuration