Location
Stuttgart, Germany
Owner
Zentralverband Gartenbau, Bonn
Completed on
1977
Scope of our work
conceptual design, analysis, detailed design, site supervision (Jörg Schlaich at University of Stuttgart)
Architect
Hans Luz und Partner, Landschaftsarchitekten, Stuttgart
Shells have a curved surface and gain their unusual strength from their shape. Thus they can be very thin, much less than reinforced concrete permits, which needs to be at least 6 to 8 cm thick. The new material Glass Fibre Reinforced Concrete (GRC) appears to be ideal for shells. Alcali-resistant glass fibres are sprayed (gunnited) or mixed with the mortar, resulting in a concrete which, in addition to its compressive strength, has a permanent tensile strength. The thickness of the shell thus may follow its forces. The Stuttgart shell is composed out of 8 hypar-units with an average thickness of 15 mm. They were subsequently gunnited against one formwork. Since the weight of one unit was 2500 kg only, a standard crane was sufficient to lift and place it. After placing the units into their final position, their joints were cast using GRC-Mix.
Supports: stainless steel balls on reinforced concrete abutments
Supports: stainless steel balls on reinforced concrete abutments
Garden Exhibition Shell Roof


