Peri RCS P, Instructions For Assembly And Use, Page: 39 / 172

a
D
47.5 47.6
47.8
47.7
47.6
47.8
h
no
m
≥1
85
m
m
L
T
L
S
39
Fig. B1.18
Version 3:
with Climbing Cone-2 M24/DW 15.
completely re-usable.
(Fig. B1.18)
Components
47.5 Climbing Cone-2 M24/DW 15 1*
hnom = h ≥ 185 mm
47.6 Tie Rod DW 15 1*
or Tie Rod B 15 1*
LS = hnom – 80 mm
47.7 Threaded Anchor Plate DW 15
1*
Ø 80 mm, nailed for positioning
on the slab formwork
47.8 Spacer Tube Ø 22,
LT = h - 185 mm 2*
Approval No. Z-21.6-1767
or expert's report for the PERI Climb-
ing Anchor.
– With Tie Rod B15 (with circumferen-
tial thread), the load-bearing capacity
of the anchoring may be lower than
with the Tie Rod DW15 (with inter-
rupted thread)! For this, see building
authority approval or corresponding
product information
– Fixing the Threaded Anchor Plate to
the slab formwork is not allowed es-
pecially with architectural concrete.
1*
All suspension and anchoring parts
are safety components.
2*
Non-reusable component.
B1 Planning the Supporting Structure
RCS P Climbing Protection Panel
Instructions for Assembly and Use – Standard Configuration