The project
In addition to the new restaurant with store, accommodation for alpinists was to be created and access to the Glacier Palace was to be improved.
The construction
The building is a skeletal structure braced by 3 central trusses and the rear wall slab, with the floor slab and roof as slices.
The challenge
The overall stability was challenging, as the side / south facades could hardly contribute to the bracing of the building due to continuous window bands. At the same time, the effects of wind (up to 100 m/s) and earthquakes (zone IIIb) are very high, which required enormous anchoring and bracing forces. The bracing was solved by means of an E-shaped bracing core consisting of the rear wall of the building and 3 building-high trusses integrated in the interior walls and positioned at right angles to the rear wall. The large tensile and compressive forces of up to 1200 kN from the trusses are transferred into the concrete via welded base plates. This project won the Swiss Solar Prize 2010, Category B - New Construction.
Construction Data
- BSH support frame GL24h / GL28h (without facade): 80 m3
- Duo beam floor slab C24: 7.5 m3
- Steel parts
- slotted plates: 2900 kg (0.3 m3)
- Fitting bolts / fitting screws: 3000 pcs.
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
- 3D and 2D construction planning
- Earthquake design
- Execution supervision
Facade planning
Burri, Müller und Partner
3400 Burgdorf
Architect
PEAK Architekten
8005 Zurich
Timber construction Manufacture
Stuber und Cie AG
3354 Schüpfen
Owner
Zermatt Bergbahnen AG
3920 Zermatt