ISSN 2096-4498

   CN 44-1745/U

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Analysis on Antifloating Calculation of Xiangang Metro Station in Guangzhou

  • LI Guangtao
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  • (China Railway Tunnel Survey & Design Institute Co., Ltd., Tianjin 300133, China)

Received date: 2013-07-17

  Revised date: 2013-10-09

  Online published: 2013-11-15

Abstract

Antifloating calculation must be made in the design of underground Metro stations. The selection of the calculation parameters and calculation models has great influence on the result of the antifloating calculation. However, so far there is no standard related to the selection of the antifloating calculation parameters, and the attention paid to the displacement of Metro station floors, especially the displacement of floor part within the track scope, is inadequate. In the paper, regarding the antifloating design of a Metro station in Guangzhou, proper calculation parameters and proper calculation formulas are selected, the displacement of the floor of the Metro station is analyzed by means of FEM program and proper antifloating design is determined. The design of the Metro station should not only satisfy the antifloating requirements, but also should satisfy the structural deflection requirements and the service structural displacement requirements. FEM program can be used in the antifloating design of the Metro station.

Cite this article

LI Guangtao . Analysis on Antifloating Calculation of Xiangang Metro Station in Guangzhou[J]. Tunnel Construction, 2013 , 33(11) : 937 -941 . DOI: 10.3973/j.issn.1672-741X.2013.11.008

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