New Lahntal Viaduct in Limburg, Germany

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Pairs of super-slim circular reinforced columns carry the superstructure. The diameter is no more than 2.80 m at the widest and the highest piers are 57 m tall

Cantilevering is the construction method for the haunched, twin-cell pre-stressed box girders of the superstructure of this 450 m long girder bridge.

The formwork for the circular-section primary piers climbs with Automatic climbing formwork Xclimb 60. Guiding shoes hold the system locked against the structure at all times

A closed workspace flat measuring 340 m² for the pier-head formwork is poised 50 m above the valley floor

Each pair of primary piers (round-section pillars) has two adjacent secondary piers. They stabilise the pier head at all times while cantilevering is in progress.

Doka supplied four cantilever forming travellers with four longitudinal trusses per carriage for building the superstructure of the Lahntal viaduct. Complete with formwork and platforms, each cantilever forming traveller weighs about 130 metric tons.

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New Lahntal Viaduct in Limburg, Germany

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New Lahntal Viaduct in Limburg, Germany

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Structurae Plus subscribers can download 30 media files or data sets per month.
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