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Comparison of Construction Schemes for Constructing Concrete-Filled Steel Tube Tied Arch Bridge in Shallow Water Channel

  • Fei Wu
  • Sheng ZhouEmail author
  • Peng Shu
  • Jun Hua
  • Qiang Liu
  • Guoli Huang
Conference paper
Part of the Structural Integrity book series (STIN, volume 11)

Abstract

To support this paper, the under-construction Wang’anshi Fuhe Bridge (main span 168 m), a mid-through tied arch bridge with concrete-filled steel tube (CFST), is taken as the research object, to discuss the advantages and disadvantages of the two construction procedures of the first-arch-then-girder, and the first-girder-then-arch. In account of construction difficulty, environmental influence, construction period and economy, the advantages and disadvantages of each construction method is revealed from construction methods including tower crane, gantry crane, and island building, which puts forward the optimal construction method and main control points of CFST tied arch bridge in shallow water channel.

Keywords

CFST tied arch bridge Shallow water channel Construction scheme comparison 

References

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    Xiang, Z., et al.: Overall working design of main bridge of Shengmi Bridge in Nanchang. World bridge (3) (2005)Google Scholar
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    Wang, X.: Installation technology of the arch rib floating crane method for the concrete-filled steel tube belted through bridge. Highw. Traffic sci. Technol. Appl. Technol. Version (2) (2017)Google Scholar
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    Chen S.: Preliminary study on the application of Island building technology in bridge construction. Jiangxi Build. Mater. 22 (2017)Google Scholar

Copyright information

© Springer Nature Switzerland AG 2020

Authors and Affiliations

  • Fei Wu
    • 1
  • Sheng Zhou
    • 1
    Email author
  • Peng Shu
    • 1
  • Jun Hua
    • 1
  • Qiang Liu
    • 1
  • Guoli Huang
    • 1
  1. 1.Jiangxi Transportation Engineering Co., Ltd.NanchangChina

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