New construction sports hall Ebnit, Gstaad-Saanen

2004

The executed project, a 3-fold gymnasium with combined steel-wood trusses, emerged from an architectural competition in 2002. With the orientation of the shed roof to the south, it is possible to directly use solar energy passively.

Facts and images
Construction Data
Involved
Assembly of lattice girders
Assembly of lattice girders
View of exposed rafter position
View of exposed rafter position
Main entrance
Main entrance
Entrance area
Entrance area

The project
On the part of the architects, a truss with slender members was required, which would have little effect on the window area. The enormous snow loads of around 400 kg/m2, the spans of 31.25 m and the truss spacing of 8.40 m spoke against this. For the structural design, several beam variants in steel and wood were examined. An all-steel truss construction was almost chosen. Only the return to proven construction methods (compression members in wood, tension members in steel) finally brought the breakthrough and was also economically competitive. The primary load-bearing element is a truss inclined at 20° from the vertical and spaced at 8.40 m intervals. Of the intervening "rafters", every other one is sub-span. The sub-span continues horizontally across the entire hall and also forms the suspension for the gymnastics equipment. The 31.25 m long girders were manufactured with a cant of 100 mm and have a static height of 3.75 m.

The construction
The bottom chord is made of a steel tube (ROR 193.7 x 8), the struts (ROR 114.3 x 16) as well. Glulam was chosen for the top chord (2 x 19 / 56 cm) and the posts (22 x 40 cm). The "rafters" (220 / 400) are also made of glulam. The 20° inclined roof surface transmits about 20% of the shear forces and is therefore provided with a fully nailed pane in OSB 22 mm. This also solves the horizontal bracing of the trusses. Great attention was paid to the design of the force transmission suitable for the construction site. The west side of the hall was built in timber frame construction, with the roof girders supported on reinforced concrete columns in each case. The walls on the north and south sides are of timber frame construction, while the east wall is of reinforced concrete. The roofing consists of rear-ventilated large-format Eternit panels. The entrance wing (foyer, checkrooms and multi-purpose room) is also of timber construction. The roof structure consists of columns and cross beams as well as the acoustically effective optiholz board stack layer above. The roof above the entrance wing is extensively greened on compact insulation.

Construction Data

- Minergie: BE-342

- Dimensions: 33 x 45 m

- Useful area 1480 m2

- Wood main structure: 106 m3


Services of Timbatec

- Structure planning

- Project planning

- Tendering

- working plans for the timber construction

Timber ConstructionContractors
Brawand Zimmerei AG
3818 Grindelwald


Timberconstruction engineers
Timbatec Holzbauingenieure Schweiz AG, Thun
3600 Thun


Timber constructioncontractors
Wenger Holzbau AG
3613 Steffisburg


Supply BSH
Neue Holzbau AG
6078 Lungern


Architect
ARGE Tschanz Architektur AG
3600 Thun


Client
Community of Saanen
3792 Saanen



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