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Tunnel Königshainer Berge - Vom Brandschaden zum Instandsetzungskonzept

Author(s):



Medium: journal article
Language(s): German
Published in: Beton- und Stahlbetonbau, , n. 6, v. 109
Page(s): 376-383
DOI: 10.1002/best.201400013
Abstract:

Tunnel Königshainer Berge from fire incident to repair concept

On May 18, 2013, a truck fire happened in the southern tube of the Tunnel Königshainer Berge - 600 m before the eastern tunnel portal. After the fire, concrete spalling was observed in the crash area. For the evaluation of the damage degree of tunnel lining, sealing, drainage, cable ducts, sidewalks etc. experimental investigations and numerical calculations have been conducted in order to derive repair measures. On the basis of the evaluated fire load, the temperature loading on the tunnel lining was determined - both site- and time-orientated. These information were used to calculate the temperature ingress and distribution and to verify the static and structural effects in comparison to the experimental investigations and material tests. As a conclusion, a repair concept for the structural concrete was derived and executed.

Keywords:
rehabilitation fire concrete spalling repair tunnel
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/best.201400013.
  • About this
    data sheet
  • Reference-ID
    10070145
  • Published on:
    11/06/2014
  • Last updated on:
    13/08/2014
 
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