The project
The break hall placed special demands on the engineer.
The construction method
Due to the specification that no joist should be visible, it was integrated into the structure. The load-bearing elements are box girders made of three-layer panels and glulam ribs. The group room extension was built as a timber element construction.
Construction Data
- Glulam B 11 m3
- Sawn timber 8 m3
TimberConstruction Engineers
Timbatec Holzbauingenieure Schweiz AG, Thun
3600 Thun
Timberconstruction
Stalder Söhne AG
3225 Müntschemier
Civil engineer steel construction
Weber, Angehrn, Meier, Ingenieure
3000 Bern
Architect
Bauart Architekten
3000 Bern
Client
Ferenbalm municipal administration
3206 Rizenbach