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Consortium Lainzer Tunnel LT23

construction method: sigle faced walls, formed against drilled piles

company: Held & Franke Baugesellschaft m.b.H

year: 2005-2007

description: 

Mooser pneumatic external vibrators were operated to compact the fire-resistant fibre concrete of the 10m high single-faced walls of the "Lainzer Tunnel LT23"  in Vienna. The Meva H20 wall formwork was reinforced by heavy brace frames in order to stand the high wall pressure. The vibrators were mouned onto the H20 girders by means of the universal clamping system, series "ST".  

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