-
© Oliver Heissner
The roof is formed by 14 rectangular elements, supported by steel masts. The membrane spans to the lowest point, ensuring the required curvature necessary for pre-stressing. At the outer edges of the roof, inclined masts take the horizontal force necessary for the pre-stressing.
- Location
Oldenburg, Germany
- Architect
schlaich bergermann partner; Kulla, Herr und Partner, Oldenburg
- Client
Stadt Oldenburg
- Contractor
Philipp Holzmann, Köln; Pfeifer, Memmingen; Koch Hightex, Rimsting
- Our Scope of Work
conceptual design, constuction design, erection analysis, site supervision
- Area 3,500 m²
-
© schlaich bergermann partner -
© schlaich bergermann partner -
© schlaich bergermann partner -
© schlaich bergermann partner -
© Oliver Heissner -
© Oliver Heissner