Peri RCS P, Инструкция по сборке и эксплуатации, Страница: 62 / 172

45
45
10
45 41
36
s
x
x
50 mm
62
B4 Special Applications
Units on Circular Structures
On circular structures, the working
platforms are generally jointed with a
mitre cut.
Slab Shoes (45), Climbing Rails (2) and
Crossbars (10) are arranged parallel to
each other for each climbing unit.
Plan the anchoring of the Slab Shoes to
be at least 20 cm apart. Otherwise
static proof is to be provided.
Fig. B4.01
Fig. B4.01a Fig. B4.01b
The smallest possible building radius is
to be shown on the drawing. During
the planning process, take into consid-
eration a gap s of ≥ 30 mm between
the working platform decking (36) and
edge of the building.
The foldable covering must be wide
enough so that it covers all areas of the
building edge.
The position of the anchoring is to be
determined on the drawing and must
be clearly dimensioned.
Ensure covering for the gaps cannot
move out of position.
The lateral adjustability of the Slab
Shoe (45) must be guaranteed. There-
fore, during the planning phase, ensure
that the gap x between the building
edge and the stop plate of the Slab
Shoe is a min. 5 mm along the whole
width of the shoe.
This is ensured if using the Slab Anchor
Template 61 RCS. (Fig. B4.01a + B4.01b)
Components
10 Crossbar RCS 103
14 Enclosure Beam (timber)
36 Working platform decking
45 Slab Shoe RCS
RCS P Climbing Protection Panel
Instructions for Assembly and Use – Standard Configuration