Peri RCS P, Инструкция по сборке и эксплуатации, Страница: 8 / 172

8
Safety Instructions
Cross-System
General
The contractor must ensure that the In-
structions for Assembly and Use sup-
plied by PERI are available at all times
and understood by the site personnel.
These Instructions for Assembly and
Use can be used as the basis for creat-
ing a risk assessment. The risk assess-
ment is compiled by the contractor.
However, these Instructions for As-
sembly and Use do not replace the risk
assessment!
Always take into consideration and
comply with the safety instructions and
permissible loads.
For the application and inspection of
PERI products, the current safety regu-
lations and guidelines valid in the re-
spective countries must be observed.
Materials and working areas are to be
inspected on a regular basis, especially
before each use and assembly, for:
ƒ
signs of damage,
ƒ
stability and
ƒ
functionality.
Damaged components must be ex-
changed immediately on site and may
no longer be used.
Safety components are to be removed
only when they are no longer required.
Before and after exceptional occurrenc-
es that may have an adverse effect on
the safety of the formwork system, the
contractor must immediately
ƒ
create another risk assessment, with
appropriate measures being carried
out based on the results to ensure
the stability of the formwork system,
ƒ
arrange for an extraordinary inspec-
tion to be carried out by a competent
person qualified to do so. The aim of
this inspection is to identify and rec-
tify any damage in good time, in or-
der to guarantee the safe use of the
formwork system.
Exceptional occurrences can include:
ƒ
accidents,
ƒ
longer periods of non-use,
ƒ
natural events, e.g. heavy rainfall,
icing, heavy snowfall, storms or
earthquakes.
Components provided by the contrac-
tor must conform to the characteristics
required in these Instructions for As-
sembly and Use, as well as all valid
construction guidelines and standards.
Unless otherwise indicated, this ap-
plies in particular to:
ƒ
timber components: Strength Class
C24 for Solid Wood according to
EN 338.
ƒ
scaffold tubes: galvanised steel
tubes with minimum dimensions of
Ø 48.3 x 3.2 mm according to EN
12811-1:2003 4.2.1.2.
ƒ
scaffold tube couplings according to
EN 74.
Deviations from the standard configu-
ration are only permitted after a further
risk assessment has been carried out
by the contractor.
Appropriate measures for working and
operational safety, as well as stability,
are defined on the basis of this risk as-
sessment.
Corresponding proof of stability can be
provided by PERI on request if the risk
assessment and resulting measures to
be implemented are made available.
RCS P Climbing Protection Panel
Instructions for Assembly and Use – Standard Configuration