Planung und Bau einer semiintegralen Eisenbahnüberführung in Walzträger-in-Beton (WiB)-Bauweise
Author(s): |
Andreas Brunner
Wolfgang Frühauf Peter Kotz Torsten Schantz Daniel Windisch |
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Medium: | journal article |
Language(s): | German |
Published in: | Beton- und Stahlbetonbau, February 2014, n. 2, v. 109 |
Page(s): | 96-106 |
DOI: | 10.1002/best.201300082 |
Abstract: |
Design and construction of a semi-integral railway overpass using the "rolled steel girders in concrete" (WiB) construction methodThe existing railway overpass "Großenhainer Straße" in Dresden, built in 1898/99, does not comply to the latest requirements. The structure will be replaced by a modern three-span-bridge in "rolled steel girders in concrete" (WiB) construction method with two superstructures with double track lines. During construction the rail traffic, motor vehicles and tramway will be continuously in service. With respect to the present boundary conditions, the structure represents an innovative and extremely ambitious engineering task. Due to the sensitive urban environment, ambitious visual design requirements have to be fulfilled. The new railway bridge "Großenhainer Straße" is an outstanding structure in respect of architectural and technical design as well as functionality. |
Keywords: |
railroad bridge rail bridge
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Available from: | Refer to publisher |
Structures and Projects
- About this
data sheet - Reference-ID
10069740 - Published on:
14/02/2014 - Last updated on:
13/08/2014