Skrecon Bridge, Bohumin
Skrecon Bridge, Bohumin








































Client: Strasky, Husty and Partners
Stage: Detailed design
Design: 03/2009 – 12/2009
The bridge is formed by extradosed composite structure. The total length is 130 m. The span lengths are 30,0 + 70,0 + 30,0 m. The structure is formed by a continuous deck suspended on four pylons. The deck comprises of two steel box edge girders connected by steel plate I-crossbeams with cast-in-situ concrete slab. The pylons are 13,0 m tall, five-sided box cross section, fixed to edge girders and to pier crossbeams. Fourteen cables are anchored in the top part. The pylons are filled by concrete.
The steel structure was erected using incrementally launching.