摘要
上海500k V虹杨变电站工程基坑开挖深度为24m,周边环境条件复杂,且邻近住宅小区,基坑实施期间需减少扰民程度,给基坑工程的设计与实施带来了一系列技术难题:超深地下连续墙的设计与实施;逆作水平结构和临时支撑的设计与实施;超深基坑开挖对周边环境影响及控制。本工程基于逆作法的总体设计方案,采用了支护结构与主体结构全面结合的先进设计理念,成功实现了超深基坑的设计与实施。
The excavation area and depth of Hongyang Power Sub-station was about 24. 0 m. Surroundings environment of this excavation is complex. There are residential district buildings adjacently. The construction disturbs residents at the same time. A series of problems were encountered in the design and construction of this project. These include the design and construction of the deep diaphragm wall,design and construction of top-down structural beams and slabs,and impact of deep excavation on adjacent environment. The excavation was constructed by top-down method. The adoption of the advanced concept of deep excavation supported by permanent structure and other innovative techniques ensured the successful construction of the project.
出处
《施工技术》
CAS
北大核心
2017年第S2期59-64,共6页
Construction Technology
基金
"十二五"国家科技支撑计划项目(2012BAJ01B02)
关键词
地下变电站
逆作法
主体工程与支护结构相结合
一柱一桩
underground substation
top-down method
excavation supported by permanent structure
one column supported by on pile