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隧道建设(中英文) ›› 2014, Vol. 34 ›› Issue (增刊): 213-216.DOI: 10.3973/j.issn.1672-741X.2014.S.034

• 规划与设计 • 上一篇    下一篇

明挖地铁车站与高耸结构结合设计的方案分析

吴琼, 李利   

  1. (中铁隧道勘测设计院有限公司, 天津 300133)
  • 收稿日期:2014-02-21 修回日期:2014-07-07 出版日期:2014-08-15 发布日期:2014-08-11
  • 作者简介:吴琼(1987—),女,黑龙江哈尔滨人,2012年毕业于沈阳建筑大学,结构工程专业,硕士,助理工程师,现从事地下隧道工程结构设计工作。

Case Study on Design of Combination of Cutandcover  Metro Station and Tower Structure

WU Qiong, LI Li   

  1. (China Railway Tunnel Survey and Design Institute Co., Ltd., Tianjin 300133, China)
  • Received:2014-02-21 Revised:2014-07-07 Online:2014-08-15 Published:2014-08-11

摘要:

结合某市明挖地铁车站与高耸结构的联合设计任务,提出了板凳形式基础、箱型基础和转换梁形式基础3种结合设计方案。通过方案的对比分析,指出采用转换梁形式进行结合设计是解决地铁车站与高耸结构结合设计比较好的方法。针对转换梁方案,对其力学计算分析进行总结,并建议转换梁计算时将一个方向上的梁作为主受力梁,另一个方向上的梁作为安全贮备进行考虑。

关键词: 明挖地铁车站, 高耸结构, 板凳形式基础, 箱型基础, 转换梁形式基础

Abstract:

A high statue structure needs to be designed together with the design of a cutandcover Metro station. Regarding the design of the foundation of the high statue structure, three options, i.e., “π”shaped foundation, boxshaped foundation and transfer beam foundation, are proposed. Comparison and contrast is made among these three design options and it is concluded that the transfer beam foundation is a good solution for the case. The mechanical calculation analysis of the transfer beam foundation is summarized and it is suggested that, in the calculation of the transfer beams, the beam in one direction should be taken as the main loadbearing beam, while the beam in the other direction should be regarded as safety reserves. 

Key words: cutandcover Metro station, tower structure, “π”shaped foundation, boxshaped foundation, transfer beam foundation

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