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苏州交通银行大厦基坑工程实例分析
引用本文:张冬林 谯勇军 陈晓黎 吴 洋. 苏州交通银行大厦基坑工程实例分析[J]. 山西建筑, 2014, 0(19): 70-71
作者姓名:张冬林 谯勇军 陈晓黎 吴 洋
作者单位:[1]南京市政工程管理处,江苏南京210000 [2]南京市栖霞区市政设施综合养护管理所,江苏南京210000 [3]73667部队,江苏镇江212421 [4]华东局,江苏南京210007
摘    要:
结合苏州某大厦基坑工程的地质条件,对采用钻孔灌注桩加三层钢筋混凝土支撑作为支护结构,支护桩外侧设置单排三轴深搅桩作为止水帷幕的基坑支护方案作了介绍,并对现场监测结果进行了分析,指出该基坑方案达到了良好的施工效果。

关 键 词:深基坑  支护方案  变形监测

Analysis on foundation pit engineering examples of Suzhou Jiaotong bank building
ZHANG Dong-lin,QIAO Yong-jun,CHEN Xiao-li,WU Yang. Analysis on foundation pit engineering examples of Suzhou Jiaotong bank building[J]. Shanxi Architecture, 2014, 0(19): 70-71
Authors:ZHANG Dong-lin  QIAO Yong-jun  CHEN Xiao-li  WU Yang
Affiliation:1. Nanjing Municipal Engineering Administration Department, Nanjing 210000, China; 2. Nanjing Qixia District Municipal Facilities Maintenance Management Institute, Nanjing 210000, China; 3. 73667 Troops, Zhenjiang 212421, China; 4. East China Bureau, Nanjing 210007, China)
Abstract:
Combining with the geological conditions of a building foundation pit engineering in Suzhou. This paper introduced the foundation pit support scheme using bored piles with three layers of reinforced concrete support as the support structure, the outer side of support pile arranged single row three shaft deep mixing pile as the water stop curtain, and analyzed the site monitoring results, pointed out that the foundation pit scheme achieve good construction effect.
Keywords:deep foundation pit  support scheme  deformation monitoring
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