New construction sports hall Auenfeld, Frauenfeld

2006

According to the initial plans, the roof structure of the triple gymnasium was to be realized as a shed roof with six large sheds in steel construction. After other structural variants, also in wood, had been examined in detail, the client decided in favor of a flat roof in wood construction.

Facts and images
Construction Data
Involved
A view into the truss level
A view into the truss level
Assembly of roof elements
Assembly of roof elements
Assembly of roof elements
Assembly of roof elements
Detail with GSA technology Transport Binder: It's narrow in Appenzellerland
Detail with GSA technology Transport Binder: It's narrow in Appenzellerland
Production of roof elements
Production of roof elements

The project
The main supporting elements of the roof are formed by trusses arranged in pairs at 5.40 m grid. The top chord (18 / 36 cm), bottom chord (18 / 36 cm) and posts (18 / 18 cm) are made of glulam, while the struts are steel tension struts.

The construction method
This construction method allows a continuous rooflight to be realized all around and over the static height of the trusses. Different variants existed for the roof structure. The outer wall of the hall consists in the area of the supports for the main girders of clamped reinforced concrete columns, in between of a double-shell masonry.

Construction Data

- Main structure truss hall 32 x 45 m

- Total area: 2295 m2


Services of Timbatec

- Cost estimation

- Statics and construction

- SIA phase 41 tendering and comparison of offers

- Works planning 3D and 2D

- Variant study in wood

- quality assurance

Timber Construction Engineers
Timbatec Holzbauingenieure Schweiz AG, Thun
3600 Thun


Client
Armasuisse Buildings
3003 Bern


Architect
MAJ Architekten AG
3186 Düdingen


Civil engineer solid construction
BHAteam Ingenieure AG
8500 Frauenfeld


Timber construction
Blumer Lehmann AG
9200 Gossau



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