东北大学学报:自然科学版 ›› 2016, Vol. 37 ›› Issue (10): 1469-1473.DOI: 10.12068/j.issn.1005-3026.2016.10.022

• 资源与土木工程 • 上一篇    下一篇

STS新管幕工法钢管顶进现场试验

李慎刚1, 韩健勇1, 石建军2, 赵文1   

  1. (1. 东北大学 资源与土木工程学院, 辽宁 沈阳110819; 2. 中铁七局集团第三工程有限公司, 陕西 西安710000)
  • 收稿日期:2015-09-10 修回日期:2015-09-10 出版日期:2016-10-15 发布日期:2016-10-14
  • 通讯作者: 李慎刚
  • 作者简介:李慎刚(1978-),男,辽宁葫芦岛人,东北大学讲师,博士;赵文(1962-),男,内蒙古集宁人,东北大学教授,博士生导师.
  • 基金资助:
    中央高校基本科研业务费青年教师科研启动资金资助项目(N110301003);国家留学基金资助项目.

Field Test on Steel Pipe Jacking by STS Method

LI Shen-gang1, HAN Jian-yong1, SHI Jian-jun2, ZHAO Wen1   

  1. 1. School of Resources & Civil Engineering, Northeastern University, Shenyang 110819, China; 2. The Third Engineering Co., Ltd. of China Railway Seventh Group, Xi’an 710000, China.
  • Received:2015-09-10 Revised:2015-09-10 Online:2016-10-15 Published:2016-10-14
  • Contact: HAN Jian-yong
  • About author:-
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摘要: 采用STS(steel tube slab)新管幕工法建造沈阳地铁九号线奥体中心站.通过钢管顶进现场试验,对顶管过程中的地表竖向变形及顶管顶力进行监测.经过对监测数据的整理分析,重点研究了顶管过程中地表竖向变形及顶力的变化规律,总结出顶管顶进过程中地表横断面变形规律及地表变形随顶进距离的变化规律,并对其变形机理展开分析.根据顶管顶力监测值得出STS新管幕特殊顶管形式下适合沈阳地区的顶力估算方法,对STS新管幕工法的应用及发展具有重要的参考意义.

关键词: STS新管幕工法, 地铁车站, 地表变形, 顶管, 顶力计算

Abstract: STS (steel tube slab) method was used to construct the Olympic sports center station of Shenyang subway line 9. By field test of the steel pipe jacking, the vertical deformation of ground surface and pipe-jacking force were measured, and their changing laws during jacking were analyzed based on the monitoring data. The ground surface deformation laws in the cross section during jacking were summarized and the changing laws of ground surface deformation with the increase of jacking distance, along with the deformation mechanisms were analyzed. The pipe jacking force estimation method based on the filed mornitoring data is suitable for the strata in Shenyang, and could be used as an important reference to the application and development of STS method.

Key words: STS (steel tube slab) method, subway station, ground surface deformation, pipe jacking, jacking force calculation

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