Belgium
Formwork for bridge built with the incremental launching method
The formwork suits to cast a 125m long curved bridge with a 1370m radius
The incremental launching method of bridge construction is employed mainly for the construction of continuous concrete bridges. With this method of construction, the bridge deck is built in sections by pushing the structure outwards from an abutment towards the piers.
Specifications
- Hyperstatic box girder bridge
- Top width 9,8m inside
- Bottom width 5,0m inside
- 5 matchcast segments of 25m each
- No ties through the concrete
- Casting yard with 30m long concrete beams
- Teflon sliding plates
- Stainless steel contact plates
- Full steel curved table form
- 5 sections of 5,5m long
- Steel frames to secure timber inside mould
- Full steel double-curved outside mould
- 5 sections of 5,5m long, both sides
Gallery
Projects
Self-supporting form for arch bridgesFormwork for bridge built with the incremental launching methodBridge pier formworkFormwork for tall viaduct piersQuay wall formworkFormwork for infrastructure projectsBridge pier formworkFormwork for viaduct piersPier formworkFlyover Support Pier
Request your quote
