The project
The initial situation The building was a reinforced concrete structure with mushroom ceilings and restrained columns. The column grid of 9m also had to be maintained for the extension. The challenge Due to the high loads, the primary structure was realized in steel and the roof elements in timber construction.
The construction
In addition, an auditorium for 120 people with dimensions of 12 x 15 m is located in the center of the extension. The roof elements, which were designed as box girders, span the entire 12 m without intermediate supports. The roof structure consists of extensive greenery.
The challenge
The earthquake bracing posed a great challenge, since the Basel location is considered particularly vulnerable and the geometry of the roof, with 2 inner courtyards, is very twisted.
Construction Data
- 16'000 kg Steel structure
- 226 m3 Wood consumption incl. panels
- 1'230 m2 Roof area
Services of Timbatec
- SIA Phase 32 Construction project
- SIA Phase 51 Implementation project
- Work planning 3D and 2D
Client
Bell Schweiz AG
4056 Basel
Architect
Koechlin Schmidt Architekten
4052 Basel,
Timber constructionengineer
Timbatec Holzbauingenieure (Schweiz) AG Bern
3012 Bern
Timberconstruction
Hector Egger Holzbau AG
4900 Langenthal