BERKA WOODSTEEL GIRDERED FORMWORK SYSTEM
BERKA Wooden Girdered Formworks Systems can be safely used regardless whether it is industrial construction, bridge abutments or retaining walls, every ground plan and any height up to 13 meter can be formed with H20 wooden girdered timber beams.
SKU: EWA-TR-BER-192-V2-1System consists of three
main components: H20 wooden beams, plywood and Steel
walers. The rows of slots in the
steel walers and couplers
provide a continuously
adjustable tight element
connection. On addition, the
Wooden Girdered Formwork
System couplers align the
elements ensuring a flush fit
which evens out any
inaccuracies during assembly.
Assembled panels are ready to use by winch transport provides a very high level of safety as well as saving working time. Pressures, that apply over both sides of the BERKA Wooden Girdered Formwork Panels, are transferred through tie reds those placed within panels. Such anchoraging system is strong enough to bear a drawing load up to 90 kN/m² with in the system.
BERKA Wooden Girdered Formwork System Wall Panels Formwork panels may have different sizes and strengths that make an adaptable formwork possible by charging the places of the wooden beams and street walerels.
Under 40 cm infills are shuttered with coupling compression components without using any special panels.
Adustable Column Waler 115 is used for 20/20 - 70/70 columns, Adustable Column Waler 145 is used for 70/70-100/100 columns.
Standard panels are changeable between 100 cm and 300 cm with 25 cm increments.
Special panels can be produced due to the project. Column Formwork Systems formed by 2 L panels and the sizes are various between 20/20 to 100/100.
After the first concreting, positioning cone and stop anchor components stay in concrete. The positi- oning cone is removed and climbing consoles would be hanged to positioning cones.
If the wall formwork to be moved with climbing console is desired, vertical supporting walers and plates are added to system. With vertical supporting walers and Steel plates which are fixed to panels the panel is taken back and together with the climbing console formwork panels are moved to concrete upwards.
SHAFT PLATFORM Shaft Platforms are used in elevator shafts, electrical shafts and ete. for the installation of the wall formworks and also to create a safe vvorking platform. Shaft Platform Beams are produced from NPU 100 cast iron beams and installed to the wall with the shaft platform pawls. Shaft platform pavvls are fixed to anehoring holes. During the formwork circulation the platform is moved in the vertical direetion by pulling inward shaft platform pavvls with the help of cranes.
Scaffold brackets for working platform are produced according to the German DIN 4420 norms.
Brackets have 150 kg/m² carrying capacity and the distance between two brackets should not be more than 2,0 m.
Assembly of Wall Panel Formwork
1-Prepare an assembling table first and then settle the steel walers.
2-First and last H20 beams are settled on the steel walers due to the signed parts on the waler.
3-Keep going by the same assembly process with the other H20 beams.
4-Then assemble the plywood on the surface.
5-Crane hook and working console are are added to the system to complete assembling process.
Column Formwork Constricted cross section of columns may cause fast rise of concrete inside the column formwork, so concrete pressure is being higher than wide cross section. According to these conditions, H20 column formworks are dizayn to strength for 90 kn/m² concrete pressure. The more quantity of H20 and steel waler using may give higher strength against concrete pressure. With reservasion components, it is possible to have special circular column formworks or specific cross section type.
Assembled panels are ready to use by winch transport provides a very high level of safety as well as saving working time. Pressures, that apply over both sides of the BERKA Wooden Girdered Formwork Panels, are transferred through tie reds those placed within panels. Such anchoraging system is strong enough to bear a drawing load up to 90 kN/m² with in the system.
BERKA Wooden Girdered Formwork System Wall Panels Formwork panels may have different sizes and strengths that make an adaptable formwork possible by charging the places of the wooden beams and street walerels.
Under 40 cm infills are shuttered with coupling compression components without using any special panels.
Adustable Column Waler 115 is used for 20/20 - 70/70 columns, Adustable Column Waler 145 is used for 70/70-100/100 columns.
Standard panels are changeable between 100 cm and 300 cm with 25 cm increments.
Special panels can be produced due to the project. Column Formwork Systems formed by 2 L panels and the sizes are various between 20/20 to 100/100.
After the first concreting, positioning cone and stop anchor components stay in concrete. The positi- oning cone is removed and climbing consoles would be hanged to positioning cones.
If the wall formwork to be moved with climbing console is desired, vertical supporting walers and plates are added to system. With vertical supporting walers and Steel plates which are fixed to panels the panel is taken back and together with the climbing console formwork panels are moved to concrete upwards.
SHAFT PLATFORM Shaft Platforms are used in elevator shafts, electrical shafts and ete. for the installation of the wall formworks and also to create a safe vvorking platform. Shaft Platform Beams are produced from NPU 100 cast iron beams and installed to the wall with the shaft platform pawls. Shaft platform pavvls are fixed to anehoring holes. During the formwork circulation the platform is moved in the vertical direetion by pulling inward shaft platform pavvls with the help of cranes.
Scaffold brackets for working platform are produced according to the German DIN 4420 norms.
Brackets have 150 kg/m² carrying capacity and the distance between two brackets should not be more than 2,0 m.
Assembly of Wall Panel Formwork
1-Prepare an assembling table first and then settle the steel walers.
2-First and last H20 beams are settled on the steel walers due to the signed parts on the waler.
3-Keep going by the same assembly process with the other H20 beams.
4-Then assemble the plywood on the surface.
5-Crane hook and working console are are added to the system to complete assembling process.
Column Formwork Constricted cross section of columns may cause fast rise of concrete inside the column formwork, so concrete pressure is being higher than wide cross section. According to these conditions, H20 column formworks are dizayn to strength for 90 kn/m² concrete pressure. The more quantity of H20 and steel waler using may give higher strength against concrete pressure. With reservasion components, it is possible to have special circular column formworks or specific cross section type.
