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Die Nesenbachtalbrücke - Vom Wettbewerb bis zur Ausschreibung

Author(s):

Medium: journal article
Language(s): German
Published in: Stahlbau, , n. 11, v. 67
Page(s): 827-830
DOI: 10.1002/stab.199803010
Abstract:

Nesenbachtalbrücke – From competition to submission

Composite constructions confirm better and better in bridge constructions. The bridge presented in this paper consists of a welded box girder of S 355 J2G3 and high-tensile fine-grained steel S 690 Qll, which is used in Germany for the first time. This box girder is connected with steel tubes, which support transverse steel girders at a distance of approximately 4.0 m. These transverse girders support precasted concrete slabs with a thickness of 12 cm, which will be completed later with in-situ concrete to a total thickness of 40 cm. The composite action is secured by stirrups. This innovative building system requires neither falsework nor formwork.

Keywords:
road bridges incremental launching high-strength fine-grain structural steel continuous beams
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.199803010.
  • About this
    data sheet
  • Reference-ID
    10012115
  • Published on:
    09/12/2003
  • Last updated on:
    14/08/2014
 
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