• Project Info
  • Conversion and Extension Transitlager Dreispitz, Münchenstein/Basel
  • Client
    Balintra AG
  • Total Contractor
    Halter AG Gesamtleistungen
  • Architecture
    BIG Bjarke Ingels Group, Copenhagen /
    Harry Gugger Studio, Basel
  • Structural engineering
    Schnetzer Puskas Ingenieure
  • Planning
    2011-2014
  • Realization
    2014-2016
  • Status
    Built

The Dreispitz area encompasses around 50 hectares and forms the hinge between the town of Basel and Münchenstein. The former area of commercial enterprises and warehouses today unites businesses, services and retailers, culture, leisure and living. The transit warehouse of 1922 was converted by Bjarke Ingels Group (BIG) with the Harry Gugger Studio and extended with a zigzag protruding three-storey addition.

The conversion potential of the existing support structure had already been investigated in the feasibility study by Schnetzer Puskas Ingenieure. On the one hand, it was recognized that the flexible but soft skeleton construction was not stiff enough against the effect of earthquakes and thus an additional reinforced concrete core had to be housed in the existing support gird of 9.1 by 7.5 m. On the other hand, the supports were designed for high loads, so that a load-neutral addition of up to three stories could be approved. The solid ceilings could also be permitted to have large openings. The conversion included new office and living areas in the upper floors as well as restaurants in the ground floor and utility rooms in the basements.

The floor plan of the existing building had the form of a very long rectangle with trapezoidal fringes. The new floor plan area of the additional stories was divided into five large surfaces, which in turn were each twisted by 45 degrees to the initial position. This measure meant that a multilateral illumination for all apartments could be created. The two surfaces at the head ends of the building were extended outwards, so that projections of up to 11 m resulted. The support grid of the existing building was adopted for the additional stories. To a large extent, the support structure was designed as a solid construction. Five cores made of cast-in-place concrete, prefabricated reinforced concrete supports and reinforced concrete flat ceilings constitute the main load-bearing element. The surrounding balconies were of light construction (clad steel construction) and to a large extent prefabricated.

The large projections arranged at the head ends are a special static feature. With the aid of a 3-story framework construction on the ends of the building, the loads due to the projections were “hung back”, in order to achieve additional building tension. In the areas of the projections, the ceilings were constructed of reinforced concrete composites to minimize the loads.
 

Publications


Transitlager in Arketipo 126-2019
© Arketipo

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Section drawing of the converted warehouse
Section drawing of the converted warehouse
Floor plan of the top-up (4th to 6th floor)
Floor plan of the top-up (4th to 6th floor)
Floor plan in the existing construction (2nd story) With ceiling openings (blue), ceiling closures (green) and new core walls and supports (red) (rot), scale 1:1000
Floor plan in the existing construction (2nd story) With ceiling openings (blue), ceiling closures (green) and new core walls and supports (red) (rot), scale 1:1000
Prestressing plan of the projecting tip of the additional stories (4th to 6th floors)
Prestressing plan of the projecting tip of the additional stories (4th to 6th floors)
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