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超高层钢结构深基坑全逆作设计研究
引用本文:李伟,梁志荣. 超高层钢结构深基坑全逆作设计研究[J]. 地下空间与工程学报, 2011, 7(5): 932-937,956
作者姓名:李伟  梁志荣
作者单位:上海申元岩土工程有限公司,上海,200040
基金项目:上海市青年科技启明星计划B类(09QB1402800)
摘    要:某超高层钢结构项目,地上43层,地下5层,基坑开挖深度22 m~28.7 m,利用地下室楼板作为水平支撑,地上塔楼与地下结构同时施工的全逆作法的工程实践.采用钢桁架对地下室楼板缺失区域进行加固,利用ANSYS进行了楼板加固设计.实施过程中的监测数据表明,逆作法支护体系刚度大,可以有效的保护环境安全;钢桁架体系充分利用型...

关 键 词:超高层钢结构  深基坑  逆作法  钢桁架  环境保护  工期

Research of Deep Excavation Design of Super High-Rise Steel Construction Using Top-down Method
Li Wei,Liang Zhirong. Research of Deep Excavation Design of Super High-Rise Steel Construction Using Top-down Method[J]. Chinese Journal of Underground Space and Engineering, 2011, 7(5): 932-937,956
Authors:Li Wei  Liang Zhirong
Affiliation:Li Wei,Liang Zhirong(Shanghai Shenyuan Geotechnical Engineering Co.,Ltd,Shanghai 200040,China)
Abstract:This article describes the engineering practice of a super high-rise steel construction with 43 aboveground floors and 5 underground floors,the pit excavation depth is 22m-28.7m.The tower and underground structure are constructed at the same time,using top-down method,the basement floors are used as horizontal strut of the pit.The steel trusses are used in the region without floor.The ANSYS software is used to analyse the floor reinforcement.Monitoring data show that: the top-down method can effectively pro...
Keywords:super high-rise steel construction  deep excavation  top-down method  steel truss  environment protection  construction period  
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