The two-span bridge across the Werre river was built to connect the cycle paths at the dikes on each river bank.
The two steel strips of the stress-ribbon structure are suspended between the abutments on the dikes and a reinforced concrete arch spanning across the river. The walkway consists of prefabricated slabs made of pre-stressed concrete that have been bolted to the stress-ribbons.
The two steel strips of the stress-ribbon structure are suspended between the abutments on the dikes and a reinforced concrete arch spanning across the river. The walkway consists of prefabricated slabs made of pre-stressed concrete that have been bolted to the stress-ribbons.
- Location
Löhne, Germany
- Architect
Claus Bury, Frankfurt am Main
- Client
LGS Bad Oeynhausen / Löhne 2000 GmbH
- Contractor
W. Becker GmbH, Minden; KBS Stahlbau, Schmalkalden;Arnold-Diller GmbH, Herges-Hallenberg
- Our Scope of Work
conceptual design, construction design, site supervision
- Total length 96 m
- Total width 3.5 m
- Concrete 520 m², walkway B35 (12 cm)
- Steel ribbons 2 x 400 mm x 50 mm, S355 J2+N
- Spans 25 m - 20 m - 35 m
- Deck surface 336 m²
- Structural steel 35 t
