DOMINO Panel Formwork - Peri

DOMINO Panel Formwork
Introduction
Standard configuration
General
The DOMINO wall formwork system
consists of lightweight panel formwork
for housing and civil engineering (foundations)
projects with panels made of
steel or aluminium.
The basic equipment includes panel,
corner and stopend elements as well as
length compensation and scaffold
brackets. For element connections, the
alignment coupler or wedge clamp as
well as the compensation waler are
used, along with a range of additional
parts required to carry out forming.
Due to the integrated tie points, the
panels can be used in both a vertical
and horizontal position.
The panels can be extended in 25 cm
increments.
Steel components are red powder-coated,
aluminium elements are in yellow.
Intended use
1. PERI products are exclusively technical
working materials which are intended
for commercial use by technically
competent users only.
2. These assembly instructions serve as
the basis for the project-related risk assessment
and the instructions for the
provision and use of the system by the
contractor (user). However, they do not
replace these.
3. Only PERI original components may
be used. The use of other products and
spare parts represents a misapplication
with associated safety risks.
Steel panels h = 2.50 m
– 3 panel heights and 4 panel widths
– Permissible fresh concrete pressure:
for concreting heights up to 2.50 m,
withstands full hydrostatic pressure
according to DIN 18202, Table 3, Line 7.
For greater heights, a fresh concrete
pressure of 60 kN/m² is permissible,
Line 6.
Aluminium panels h = 2.50 m
– 2 panel heights and 2 panel widths
– Permissible fresh concrete pressure:
for concreting heights up to 2.50 m,
withstands full hydrostatic pressure
according to DIN 18202, Table 3, Line 6.
For greater heights, a fresh concrete
pressure of 50 kN/m² is permissible,
Line 5.
4. The components are to be inspected
before each use to ensure that they are
in perfect condition and function correctly.
5. Changes to PERI components are
not permissible and represent a misapplication
with associated safety risks.
6. Safety instructions and permissible
loads must be observed at all times.
7. Components provided by the contractor
must conform with the characteristics
required in these assembly instructions
as well as all valid construction
guidelines and standards.
Steel panel h = 2.75 m
– 3 panel heights and 4 panel widths
– Permissible fresh concrete pressure:
for concreting heights up to 2.75 m,
withstands full hydrostatic pressure
according to DIN 18202,Table 3, Line 6.
Aluminium panel h = 2.75 m
– 2 panel heights and 1 panel width
– Permissible fresh concrete pressure:
for concreting heights up to 2.75 m,
withstands full hydrostatic pressure
according to DIN 18202, Table 3, Line 6.
Steel panel h = 3.00 m
– 3 panel heights and 4 panel widths
– Permissible fresh concrete pressure:
60 kN/m² for concreting heights up to
3.0 m according to DIN 18202,Table 3,
Line 6.
In particular, the following apply if nothing
else is specified:
– timber components: Strength Class
C24 for Solid Wood EN 338.
– scaffold tubes: galvanised steel tubing
with minimum dimensions Ø 48.3
x 3.2 mm according to EN 12811-
1:2003 4.2.1.2.
– scaffold tube couplings according to
EN 74.
8. Deviations from the standard configuration
may only be carried out after a
separate risk assessment has been
done by the contractor (user). On this
basis, appropriate measures for working
safety along with the stability are to
be implemented.
2 Assembly Instructions for Standard Configuration