Industrial Column / Wall Formwork

Specifications

Column-Curtain formwork system takes place by solid webbed H20
timber beams tied to tensile resistant steel walers by the beam clamps
that can transmit force to the steel walers, and covering the framed
form by plywood.Formed panels are connected to eachother by Waler
Connectors with using wedges. Using wedges provides ease of erection
and dismantling. Fresh concrete pressures that apply over both
sides of curtain formwork system are reciprocally transferred and supported
through means of tierods placed within the molding. This anchorage
system has tensile load-bearing capacity up to 90 KN.

Large areas can be covered by establisting large surfaced panels.
Heavy panels can be carried only by crane. After the assembling of the
panels, they can be used till the end of the job without any dismantling.
This specifi cation of the system provides reduced labor, time and minimizes
wasted material. Since the load bearing capacity of the system is
very high, it is possible to cast high walls and columns.

By the means of the fi ller plates, system can be adapted to all kinds
of projects,shapes and sizes. Formworks are brought to plumb line in
vertical by two armed(axial and adjustable) push-pull props, placed on
one side. Static calculations are being made in compliance with the
German DIN 18218 norms. The height of the curtain formwork system
can be increased by the use of H20-H20 connecting component for
varying heights in a speedy and safe manner.