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地下室结构抗浮设计中常遇问题及解决措施
引用本文:陈颖.地下室结构抗浮设计中常遇问题及解决措施[J].山西建筑,2010,36(4):106-107.
作者姓名:陈颖
作者单位:南京地下工程建筑设计院有限公司,江苏南京,210000
摘    要:对地下室抗浮设计中抗浮水位的取值进行了阐述,并对目前工程设计中经常采用的增加自重法(包括顶板压载、基板加载及边墙加载)、抗拔桩法等抗浮方法的工作原理及适用范围进行了详细的分析,以解决地下结构物的抗浮问题。

关 键 词:地下结构物  抗浮水位  抗拔桩

On problems in anti-floating design of basement structure and its solution measures
CHEN Ying.On problems in anti-floating design of basement structure and its solution measures[J].Shanxi Architecture,2010,36(4):106-107.
Authors:CHEN Ying
Abstract:The paper illustrates the value of anti-floating level in the basement anti-floating design,and analyzes the working principle of some anti-floating methods(including the increasing self-weight method,such as the roof ballast,the base plate ballast and side-wall ballast),and uplifting pile method,so as to solve the problems of anti-floating in the underground structure.
Keywords:underground structure  anti-floating level  uplifting pile  
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