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天津高银中央商务区基坑工程内支撑体系受力及变形特征分析
引用本文:侯玉杰,冯晓腊,莫云,熊宗海,谢武军. 天津高银中央商务区基坑工程内支撑体系受力及变形特征分析[J]. 工程勘察, 2013, 0(11): 15-20
作者姓名:侯玉杰  冯晓腊  莫云  熊宗海  谢武军
作者单位:[1]中建三局(股份公司)工程总承包公司,武汉430074 [2]武汉丰达地质工程有限公司,武汉430074 [3]中国地质大学(武汉)工程学院,武汉430074
摘    要:天津高银中央商务区一期基坑工程具有开挖深、面积大、设计施工难度大等特点。本文对该基坑内支撑支护体系的受力及变形特征进行了理论计算和实测数据对比分析,结果表明:两者的数据结果具有很好的一致性,说明该基坑内支撑体系受力合理、整体刚度强,能够有效地控制变形;同时也说明该基坑工程的设计与施工实现了很好的统一,使得该基坑工程能够安全、有效地得以实施。

关 键 词:基坑工程  内支撑体系  受力特征  变形特征

Analysis on mechanical and deformation characteristics of the internal support system of Tianjin Goldin CBD excavation pit
Hou Yujie,Feng Xiaola,',Mo Yun,Xiong Zonghai,',Xie Wujun. Analysis on mechanical and deformation characteristics of the internal support system of Tianjin Goldin CBD excavation pit[J]. Geotechnical Investigation & Surveying, 2013, 0(11): 15-20
Authors:Hou Yujie  Feng Xiaola    Mo Yun  Xiong Zonghai    Xie Wujun
Affiliation:2 ( 1. General Contracting Company of CCTEB, Wuhan 430074, China ; 2. Wuhan Fengda Geological Engineering Ltd. , Wuhan 430074, China; 3. Faculty of Engineering, China University of Geosciences , Wuhan 430074, China)
Abstract:The excavation pit of Goldin CBD project in Tianjin is deep, wide and very difficult in construction. The mechanism and deformation calculation of internal supporting system is performed, and the monitoring data is analysed. The calculation is consistent to the monitoring data, which is proved that the design of supporting system is reasonable and the integral rigidity is strong enough to control deformation effectively. Meanwhile it also shows the design and construction worked well ensured the excavation safely and effectively.
Keywords:excavation engineering  internal support system  mechanism characteristic  deformation characteristic
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