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盖挖法在地下交通枢纽超大组合深基坑的应用
引用本文:胡浩,张中杰.盖挖法在地下交通枢纽超大组合深基坑的应用[J].中国市政工程,2010(3):78-80.
作者姓名:胡浩  张中杰
作者单位:1. 天津市地下铁道集团有限公司,天津,300051
2. 上海市城市建设设计研究院,上海,200125
摘    要:根据天津文化中心地下交通枢纽工程中地下空间与轨道交通同步实施的情况,介绍了该项目的基坑特点和施工特点。按实际围护结构的方案建立三维有限元模型,采用修正剑桥模型的塑性势函数进行计算,提出了以地下连续墙作为围护结构的明挖法和盖挖法相结合的设计方案。交代了围护结构选型、结构梁板替代水平支撑与反压土、竖向支承系统和下沉式广场区域水平支撑设计等关键设计节点。

关 键 词:超大基坑  盖挖法  围护  明盖结合

On Covered Excavation Method Applied in Super-large Combination Deep Foundation Pit of Underground Transportation Hub
HU Hao,ZHANG Zhong-jie.On Covered Excavation Method Applied in Super-large Combination Deep Foundation Pit of Underground Transportation Hub[J].China Municipal Engineering,2010(3):78-80.
Authors:HU Hao  ZHANG Zhong-jie
Abstract:According to the simultaneous construction of underground space and metro traffic in the subway traffic hub project of Tianjin Culture Centre,the characteristics of foundation pit and construction are introduced in the paper.A 3D finite element model is built on the basis of the practical closure structure,which is calculated by plastic power function of modified Cambridge model.The design plan of combination of open and covered excavation is proposed,which using the diaphragm wall as the closure structure.Then,several design key points are discussed including closure structure collection,structure beam plane replacing horizontal support and earth berm,vertical support system and sink-style square area horizontal support,etc.
Keywords:super-large foundation pit  cover excavation method  closure  combination of open and covered excavation
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