期刊文献+

深基坑开挖与板肋式锚杆挡墙逆作法施工技术 被引量:12

Excavation Method for Deep Foundation Pit and Top-down Construction Technique of Ribbed Plate Anchored Retaining Wall
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摘要 以工程实例详细介绍了位于城市闹市区内的重庆轻轨较新线大坪车站控制中心综合楼深基坑开挖方法,并介绍了深基坑四周侧壁板肋式锚杆挡土墙的逆作法施工工艺和监控与量测,可供类似工程参考。 This thesis describes through detailed examples the excavation method for the deep foundation pit of the control center multipurpose huiding at Daping Station for Jiaodangkou- Xinqiaoxincun section of Chongqing Light Rail project, which lies in the downtown area of Chongqing City and the construction workmanship, construction method, monitoring and survey, etc. for top - down construction of the fibbed plate anchored retaining wall for the side wall around the deep foundation pit are introduced, which can serve as reference to similar projects.
出处 《地下空间与工程学报》 CSCD 2006年第2期250-254,258,共6页 Chinese Journal of Underground Space and Engineering
关键词 深基坑开挖 板肋式锚杆 挡土墙逆作法 excavation of deep foundation pit ribbed phte anchor rod top-down construction of retaining wall
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参考文献4

  • 1徐至钧 赵锡宏.逆作法设计与施工[M].北京:机械工业出版社,2002..
  • 2苏宏阳,等.基础工程施工手册[M].中国计划出版社,1996.
  • 3地下铁道工程施工及验收规范(CB50299—1999)[S].
  • 4地下工程防水技术规范(CBJ108—87)[S].

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