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隧道建设(中英文) ›› 2007, Vol. 27 ›› Issue (4): 48-51.DOI: B

• 施工技术 • 上一篇    下一篇

地铁暗挖车站紧邻高层建筑物摩擦桩基础施工技术

郭卫社, 朱永全   

  1. 1. 中铁隧道集团有限公司2. 石家庄铁道学院
  • 收稿日期:2007-04-06 出版日期:2007-08-20 发布日期:2009-12-04
  • 作者简介:郭卫社(1971-)|男|1994年毕业于长沙铁道学院土木工程系|高级工程师,现任中铁隧道集团广州地铁五号线小北项目部总工程师。

Construction Technique of Metro Station Tunnel
Close to Highrise Buildings with Frictional Pile Foundation

GUO Wei-She, SHU Yong-Quan   

  1. 1. China Railway Tunnel Group Co.|Ltd.2.Shijiazhuang Railway Institute
  • Received:2007-04-06 Online:2007-08-20 Published:2009-12-04

摘要:

高层建筑的摩擦桩基础极易受暗挖隧道影响而产生不均匀沉降。广州地铁五号线小北站暗挖隧道近距离通过既有摩擦桩群,车站地质条件复杂,施工难度极大。以成功的工程实例做背景,详细阐述了地铁车站暗挖隧道紧邻高层建筑摩擦桩基础的施工技术。

Abstract:

 Differential settlement is subject to occur to the highrise buildings with friction pile foundations, which are easily affected by the tunnel excavation activities. The underground tunnel of Xiaobei station on line 5 of Guangzhou Metro passes close to the existing friction piles and the geological condition of the Metro station is complex, therefore there exist great difficulties in the construction of the underground tunnel. On basis of the successful case history, the paper presents the construction technology for the underground tunnel of the Metro station that passes close to the highrise buildings with friction pile foundations.

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