64
79
33
32
10
10
dx
dx
S
1
≥ 20
0 mm
B4 Special Applications
Units on Circular Structures
On circular structures, the platform ex-
tensions are jointed with mitre cut ply-
wood (79) or special sheet metal.
Slab Shoes (10), Climbing Rails and Plat-
form Cantilever Beams (32) are arranged
parallel to each other for each climbing
unit.
The smallest possible building radius is
approx. 4 m. During the planning pro-
cess, take into consideration a gap S
1
of
≥ 30 mm between the platform decking
(33) and building edge.
Plan the anchoring of the slab shoes to
be at least 20 cm apart. Otherwise static
proof is to be provided.
The foldable covers must be wide
enough so that they cover all areas of
the building edge.
Cover remaining gaps.
The position of the anchoring is to be
determined on the drawing and must be
clearly dimensioned.
(Fig. B4.01)
The lateral adjustability of the Slab Shoe
(10) must be guaranteed. Therefore, dur-
ing the planning phase, ensure that the
gap dx between the building edge and
the stop plate of the Slab Shoe is min.
10 mm along the whole width of the
shoe. (Fig. B4.01a + B4.01b)
Components
10
Slab Shoe-2 LPS
32
Platform Cantilever Beam
33
Platform LPS
79
Untreated Plywood 20, 21 mm
Fig. B4.01
Fig. B4.01a
Fig. B4.01b
LPS Screen Lightweight Climbing Enclosure
Instructions for Assembly and Use – Standard Configuration