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