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Formwork Systems



Wall Formwork Systems

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H20 –
Plywood Wall Form



4 – Timber Formwork

Plywood has simple design and planning. It provide dimensional variability, so
it is easily accommodated to different projects. It allows working with other
types of form together.


The system
comes with H20 timber beam (Figure 4) and steel
waling as stiffener and the surface is plywood. This combination reduces the
weight of the panels. System can carry up to 50 kN/m2 of concrete
pressure. Panels can be installed horizontally, vertically and the corners with
simple details.




Steel Wall


provides excellent concrete surfaces. It reduces finishing works and related
labour costs.


steel wall form system has a capacity to resist 60 kN/m2 concrete


It is very
durable and it can easily used for any concrete wall and shaft construction.


5 – Steel Formwork

wall form system (Figure 5) can reach
any dimensions by using standard panels with filler or extension panels. Its
steel nature provides durability and enable the form to be reused for several



Common thread to this two wall form
systems can also be used
as single-sided wall form for structures such as retaining walls, foundation
walls, dam walls by the help of special components which eliminates the need of
fixation by tie-rods.













Column Formwork Systems


6 – Steel Formwork

Column Form


This form
has excellent quality of concrete surfaces and it requires no extra repair.


It can
erect and strip easily, also it reduces labour costs.

Column Form (Figure 6) is
adjustable for various cross sections. It reduces projects cost by casting
different columns with same formwork.


steel column form can cast rectangular sections from 300×300 to 1000×1000 mm,
at every 50 mm increment. There are two types of column forms with maximum
admissible concrete pressure of 80 kN/m2 and 100 kN/m2
respectively. Forms can come in modular panels or single panel in accordance
with the height of the structure.


column form system is supplied as two half-circle panels. This makes on-site
erection and stripping very fast. Concrete pressure capacity can be up to 100




H20 –
Plywood Column Form



7 – Timber Formwork

has adjustable waling whereby casting of columns up to 1200 mm width with.


maximum concrete pressure of 100 kN/m2.


It has simple
details corner fixation.


column forms offer similar features as H20/plywood wall forms (Figure 7). The System is
quick to erect and allows fast casting of concrete. Easy handling, simple
planning and quick production on-site are other advantages of the system.












Forms Systems


8 – H-Type Scaffolding with GT 24

            H-Type Scaffolding System


H type scaffolding
system (Figure 8) has these
specialities: easy storage, transportation and erection. It offer high load
bearing capacity.


It is also
multi-purpose system which can be used as working scaffold or table form.


The rapid
system is economical and safe. It can be used as access scaffold, slab shoring


As it has
a high loading capacity and safe connection details, H type scaffolding is
suitable to high shoring applications.


installing stairs and large landings in the standard frame, it can become a
very safe access tool suitable to all height. The system can be telescopic




Wooden Products



10 – GT24 Timber Beam

9 – H20 Timber Beams

Timber Beams
can be used as main support and secondary girder for all concrete formwork.
It’s a durable, light weight (5kg/m) and flexible. Standard dimensions of 2.45,
2.90, 3.30, 3.60, 3.90, 4.90 and 5.90 m are available. Special lengths up to 12
m are produced up on request.




durability and load carrying capacity of the GT 24 (Figure 10) has been found to
meet the needs of both palatal and wall molds compared to other 20 cm form
beams, smaller beams, steel dikes.





11 – Plywoods

Shuttering Panels are strong, rigid and carefully finished film-faced
panels have ultimate lifetime. They are available in various thicknesses and



Load Bearing System Elements



12 – Column




The column
(Figure 12) is the
vertical structural elements in the load bearing system.


transfer forces, such as moment or shear force, which are formed from external
and internal effects to the foundation and the ground.


The main
purpose of the columns is supporting the structure.





13 – Shear Wall

Shear Wall


The long
side of the shear walls (Figure 13) is at
least 7 times the short edge of the column.


moments of inertia in the long side direction are much larger and effectively
carry the horizontal loads in the long side direction.


They are
usually use to increase the stiffness and strength of structures over 25 meters
in height and to limit lateral displacements.






14 – Beams (without concrete)

is a horizontal load bearing that transfers the loads on a slab to a vertical
load bearing such as a wall or a column. It must be durable for bending.


Also, beam
(Figure 14) is the
elements that transfer the loads from the upholstery and other beams to the
columns or to the load bearing system.


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