摘要
抗浮设计是地下水池结构及地下室结构设计中一项重点内容,需考虑整体抗浮和局部抗浮设计。介绍了工程中常用的配重法、抗浮锚杆法、抗拔桩法、盲沟排水法等抗浮方案的特点及适用性,比较了各种设计方法的经济性和选择原则,最后结合消防泵房工程实例探讨了抗浮设计方案选择原则、整体抗浮和局部抗浮设计方法,介绍了桩筏基础下的抗浮计算过程。
Anti-floating design is a major content in underground reservoir structure and basement structure.The designation should take both whole anti-float and partial anti-float into consideration.Different methods were introduced such as additional weight method,anti-floating anchor method,uplift pile method and blende drainage method.The characteristic and applicability of these methods were analyzed,also the economic and selection principle comparison is made.The project case was discussed to show the choosing principle of anti-floating design method and the calculative process of whole and partial anti-floating design method.The calculative process of the pile raft foundation was also demonstrated.
作者
韩川
邢纪咏
张俊杰
Han Chuan;Xing Jiyong;Zhang Junjie(China Aviation International Construction and Investment Co.,Ltd.,Beijing 100000,China)
出处
《建筑结构》
CSCD
北大核心
2019年第A01期706-709,共4页
Building Structure
关键词
水池
整体抗浮
局部抗浮
抗浮方案
抗拔桩
reservoir
whole anti-float
partial anti-float
anti-float scheme
uplift pile