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Consortium H7-1 Fritzens

construction method: single faced walls, cut and cover method 

company: Consortium Hochtief Construction AG, Strabag AG, Ed. Züblin AG

year: 2007-2008

description: 

In an area of compressed-air jacking within the above mentioned tunnel, Mooser external vibrators were operated onto a wooden girder formwork that was attached to a steel formwork frame. The thickness of the walls amounted approx. 80cm and was poured with fire-resistant PP fibre concrete, which is specified by the ÖBB railway consortium for the construction of new tunnel inner shells.

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