• Project Info
  • Single family house, St.Gallen
  • Client
    Privat
  • Company
    Stutz AG, Immobilien & Baudienste
  • Architecture
    Marques Architekten AG
  • Local engineer
    Borgogno Eggenberger + Partner
  • Planning
    2010-2011
  • Realisation
    2011-2012
  • Status
    Built

The house on Rosenberg in St. Gallen displays a strong interweaving of space and structure. The structure of the unpretentious building, developed together with the architect Daniele Marques, is surprising at first glance, because the inside is not directly legible from outside. The architectural and structural expression of the house is shaped by the exposed concrete facade, which features different hues in each story, as well as the interior walls – all of which are designed to carry loads. The outer skin was prestressed at the spandrel bands by means of an internal tensioning device inspired by technology typically used for silos. Since the outer shell functions as a supporting element to help carry the building loads, large, column-free spans are possible inside the house. This roomy, column-free spatial organization is made possible by a crosswise arrangement of shear-walls on the upper floor.

The insulation layer is consistently located between the outer skin and the inner wall or slab levels, which presented significant challenges in terms of building physics and construction detailing. Individual couplings link the internal structure to the load-bearing outer skin, which made it possible to design the building with just a supporting shell. The flow of forces to the exterior is ensured with shear dowels and debonded anchors as well as vertical frictional and sliding bearings. The interplay of the load-bearing planes from inside and outside with the corresponding flow of forces through the insulation layer was, in this case, a structural challenge in itself.

Three-dimensional, interlocking plate-like structural system
Three-dimensional, interlocking plate-like structural system
Parallel, three-story shear wall models
Parallel, three-story shear wall models
Three-dimensional truss analogy
Three-dimensional truss analogy
Formwork drawing, first floor (above)
Formwork drawing, first floor (above)
Ground floor (below)
Ground floor (below)
Elevations of the prestressed spandrels in the first floor, with specifically located anchor niches
Elevations of the prestressed spandrels in the first floor, with specifically located anchor niches
3056 - 2011 (39)

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