摘要
嘉兴火车站基坑位于人口密集的老城区,面积约3.3万m^(2),基坑形状不规则,周边环境和施工工序复杂。文章以该基坑项目为实例,详细介绍了1种整坑设计分块实施的基坑一体化设计方案。工程将基坑第1道支撑作为一个整体进行整坑设计,从第2道支撑往下再利用重力式挡土墙进行分块设计,并首次采用扶壁式挡墙作为基坑第2道支撑的转换支座,在施工组织和节省工期方面都取得良好的效果。
The foundation pit of Jiaxing Railway Station is located in the densely populated old city,with an area of about 33,000 m^(2).The shape of the foundation pit is irregular,and the surrounding environment&construction process are complex.Taking the foundation pit project as an example,it introduces in detail a design scheme for the integration of the entire pit design&block implementation.The project integrates the first support of the foundation pit as a whole,and uses gravity retaining walls for block design from the second support downwards.For the first time,a counterfort retaining wall is used as a conversion support for the second support of the foundation pit,which has achieved good results in construction organization&schedule saving.
作者
欧阳国彬
OUYANG Guo-bin(Tongji University Architectural Design&Research InstituteCo.,Ltd.,Shanghai 200092,China)
出处
《中国市政工程》
2023年第5期36-40,118,119,共7页
China Municipal Engineering
关键词
复杂环境
深大基坑
组合设计
扶壁式挡墙
转换支座
complex environment
deep&large foundation pit
combined design
counterfort retaining wall
conversion support