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Eisenbahnüberführung Simmerbach - Pilotprojekt in VFT-Rail-Bauweise mit externer Bewehrung

Author(s):



Medium: journal article
Language(s): German
Published in: Stahlbau, , n. 2, v. 81
Page(s): 100-107
DOI: 10.1002/stab.201201520
Abstract:

Report on the railway overpass Simmerbach, Germany - Pilot project in VFT-Rail construction method with external reinforcement.

The German Railway Company DB Netz AG put the first bridge structure using a composite structure with external reinforcement into operation and is gaining experience on the railway link Bingen-Saarbrücken. The new construction method implements a superstructure based on the non-ballast slab-track system. The structure contains a cross-section with external reinforcement manufactured out of rolled sections which are fixed to the precasted element by composite dowels.
The close-off interval of one weekend was available for that project to replace the 140 years old trough bridges out of steel. The pier head and the support part of the abutments were renewed contemporaneously. The two innovative superstructures with a span of 12,75 m each have been in service since end of October 2011.

Keywords:
bridge building bridge construction external reinforcement ballast bed VFT-Rail rail fastening ballast track
Available from: Refer to publisher

Structures and Projects

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/stab.201201520.
  • About this
    data sheet
  • Reference-ID
    10066682
  • Published on:
    05/09/2012
  • Last updated on:
    13/08/2014
 
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