摘要
根据广州某车站附近建筑物、管线以及工程地质情况,对基坑内支撑系统进行设计计算。采用理正深基坑支护结构软件F-SPW7.0对围护结构进行计算分析,从支护结构的受力性能、对周边建筑物的影响、施工难易程度、经济成本控制等方面,对排桩和地下连续墙围护结构进行方案比选。
According to the buildings,pipelines and engineering geological conditions near a station in Guangzhou,the supporting system in the foundation pit is designed and calculated.Using Lizheng deep foundation pit supporting structure software F-SPW7.0 to calculate and analyze the retaining structure,from the mechanical performance of the supporting structure,the influence on the surrounding buildings,construction difficulty,economic cost control and other aspects,the row pile and underground continuous wall retaining structure are compared and selected.
作者
张刚
ZHANG Gang(CCCC First Highway Engineering Xiamen Engineering Co.Ltd.,Xiamen 361000,China)
出处
《工程建设与设计》
2022年第6期22-24,共3页
Construction & Design for Engineering
关键词
建筑密集区
围护结构
地下连续墙
排桩
built-up area
enclosure structure
underground diaphragm wall
pile
