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Structural steelwork for Strizkov underground station, Prague

Author(s):
Medium: journal article
Language(s): English
Published in: Steel Construction, , n. 2, v. 3
Page(s): 63-68
DOI: 10.1002/stco.201010009
Abstract:

A new underground station at Střížkov in Prague has been designed and built as a special structure with a high level of aesthetics. The hall structure is 160 m long, 42 m wide and 20 m high. Two crossing hingeless main arches spanning 160 m are fixed to concrete pylons. The roof structure is suspended from the main arches using a system of prestressed rods and supported by columns around the roof. Most of the members are curved with variable cross-sections (the majority of sections are welded boxes with a plate thickness of 10-35 mm except the columns, which are welded I-sections). The geometry of all parts made design, fabrication and erection very difficult. The whole structure was built under the direct supervision of the architect. The underground station was opened to the public in May 2008.

Keywords:
prestressed bars hingeless arches variable welded box profile capsule anchors spring
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/stco.201010009.
  • About this
    data sheet
  • Reference-ID
    10058213
  • Published on:
    15/11/2010
  • Last updated on:
    13/08/2014
 
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