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shi xi ruan tu di qu chao da shen ji keng li yong zhu ti jie gou de zhi cheng ti xi shi gong ji shu
Author(s): 
Pages: 93-95
Year: Issue:  8
Journal: Architectural Design Management

Keyword:  深基坑中心岛盆式开挖支撑体系;
Abstract: 根据上海虹桥SOHO围护方案对比分析:若采用传统的对撑或环撑支撑形式技术成熟,施工风险低,但是中心岛区域需增加大量的立柱桩和支撑梁,围护造价高,后期支撑拆除占用工期长,支撑杆件长度太长,整体刚度小,因此从造价及工期方面均不适合本工程。经过综合计算分析结合相关基坑施工经验,本工程采用中心岛法+二道裙边支撑的支撑形式,利用裙边支撑与中心岛主体结构连接形成支撑体系。采用此种支撑形式中心岛土方可大开挖,不涉及与支撑交叉施工和暗挖土方问题,挖土条件好,加快进度,而且经济节约效果显著。
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