The project
The walls of the hall as well as the annexes are made of solid construction. The roof structure of the barrel roof is made of wood. The main supporting structure of the roof consists of bent trusses. The upper and lower chords as well as the compression struts were made of wood, the tension diagonals of round steel with clevises.
The construction method
The substructure for gymnastics equipment suspension (rings, high bar, ropes, baskettball baskets) was mounted with steel girders between the main supporting structure. The hall can also be used for cultural purposes thanks to the installation of a stage.
Construction Data
- Glulam main structure: 41.8 m3
- rafter purlins structural timber: 59 m3
- Hall dimensions: W = 26.40 m; L = 44.0m; H = 7.0m
Services of Timbatec
- SIA phase 31 preliminary project
- Cost estimate
- SIA Phase 32 Construction project
- Structural analysis and design
- SIA Phase 41 Tendering and comparison of offers
- SIA Phase 51 Implementation project
- Site supervision and site inspections
Architect
Huber, Kuhn, Ringli Architekten GmbH
3013 Bern
Timber contractor
Baumberger Bau
3425 Koppigen
Civil engineer
C + S Ingenieure
3415 Hasle bei Burgdorf
Building owner
Residents' municipality of Hasle
3415 Hasle bei Burgdorf
Timber construction engineers
Timbatec Holzbauingenieure Schweiz AG, Thun
3600 Thun