摘要
核电常规岛结构是一种非常特殊且重要的工业结构,往往具有埋深深、地上部分压重不足、场地透水性差的特点,以上特点导致其局部抗浮验算很难通过。从经济性上讲,在局部设置抗浮锚杆是非常有意义的。简要分析了抗浮锚杆的设计要点,并以某核电常规岛结构抗浮设计为例,针对核电常规岛的锚杆选型给出了建议。
The conventional island structure of the nuclear power plant is a very special and important industrial structure,which is characterized by deep burial,insufficient weight on the ground,and poor site permeability.The above characteristics make it difficult to pass the partly anti-floating calculation.From an economic point of view,it is very necessary to install anti-floating anchor bolts locally.This paper briefly analyzes the design points of anti-floating anchor rods,and takes the anti-floating design of a nuclear power conventional island structure as an example to provide suggestions for the selection of anchor rods for nuclear power conventional islands.
作者
苗毅
MIAO Yi(East China Electric Power Design Institute Co.,Ltd.,China Power Engineering Consulting Group,Shanghai 200333,China)
出处
《武汉大学学报(工学版)》
CAS
CSCD
北大核心
2023年第S01期82-88,共7页
Engineering Journal of Wuhan University
关键词
核电常规岛
抗浮设计
抗拔锚杆
conventional island structure of the nuclear power plant
anti-floating design
anti-floating anchor