某变电站复合利用工程停车楼基坑支护设计  

Design of Foundation Pit Support for Parking Building of Substation Composite Utilization Project

作　　者：赵李源 吴必华 程亮 ZHAO Li-yuan;WU Bi-hua;CHENG Liang(Central Southern China Electric Power Design Institute Co,Ltd of CPECC,Wuhan 430071,China)

机构地区：[1]中国电力工程顾问集团中南电力设计院有限公司,武汉430071

出　　处：《建材世界》2024年第5期55-60,共6页The World of Building Materials

摘　　要：以武汉地区变电站复合利用工程停车楼的基坑支护设计为例,对基坑支护结构的选型、地下水控制、基坑稳定性和变形验算、支护结构体系的内力计算以及换撑设计进行了详细论述,对比分析了该基坑监测结果和计算结果的差异及其原因。This paper took the foundation pit support design of the parking building of the substation composite utilization project in Wuhan as an example.The selection of foundation pit supporting structure,groundwater control,foundation pit stability and deformation check calculation,internal force calculation of supporting structure system and support replacement design were discussed in detail.The difference between the monitoring results and the calculation results of the foundation pit and its reasons were compared and analyzed.

关 键 词：基坑支护 地下水 位移 内力 

分 类 号：TU753[建筑科学—建筑技术科学]