长江干堤的穿堤排涝站地基处理设计  

Foundation Treatment Design of the Yangtze River Embankment Crossing and Waterlogging Drainage Station

作　　者：贾西鹤 张鸿伟 Jia Xihe;Zhang Hongwei(Zhongshan Water Conservancy and Hydropower Surveying,Designing and Consulting Co.,Ltd.,Zhongshan 528403,Guangdong)

机构地区：[1]中山市水利水电勘测设计咨询有限公司,广东中山528403

出　　处：《陕西水利》2023年第1期107-109,共3页Shaanxi Water Resources

摘　　要：地基处理是穿堤排涝站工程设计最重要的设计内容之一,不仅关系所建工程是否可靠,而且影响所建工程投资的大小。以芜湖市鸠江区下九连圩保安站工程为例,阐述采用多种桩型(桩基础、刚性桩复合地基、柔性桩复合地基)的地基处理方式控制各建筑物单体之间沉降差的设计理念。表明此种地基处理方式可有效解决各建筑物单体所需地基承载力及沉降差大的问题,可供类似工程设计参考。The foundation treatment is one of the most important design contents in the design of the dyke crossing drainage station. It is not only related to the reliability of the project, but also related to the size of the project investment. Take the project of Xiajiulianwei security station in Jiujiang District, Wuhu City as an example. The design concept of controlling the settlement difference between individual buildings by using various pile types(pile foundation, rigid pile composite foundation, flexible pile composite foundation)for foundation treatment is described. It shows that this foundation treatment method can effectively solve the problem of large foundation bearing capacity and settlement difference required by individual buildings, which can be used as a reference for similar engineering design.

关 键 词：穿堤建筑物 地基处理 桩基础 复合地基 沉降差 

分 类 号：TU471.8[建筑科学—结构工程]