摘要
为研究在不影响工艺运营的前提下部分构筑物的叠合建设,本文通过有限元的手段,对双层叠合水池在下部导流墙布置形式及截面厚度改变情况下水池的内力变化进行计算分析。结果表明,下部导流墙垂直上部受力隔墙布置时,对中板受力更为有利。双层叠合水池受力合理、施工简单、运行效果好,建议推广应用。
To study the double-layer construction of partial structure without affecting its common operation,finite element method was used to calcu late and analyze the stress distribution of a double-layer water tank,with varying structural layout and sectional depth.The results indicate that it is more favorable for the middle plate from a structural viewpoint when the lower diversion wall is set normal to the upper bearing wall.The double-layer water tank is featured with adequate stress distribution,fast construction,and effective operation,there-fore can be widely utilized.
作者
杨路
左其刚
刘贵
祝年虎
Yang Lu;Zuo Qigang;Liu Gui;Zhu Nianhu(Southwest Municipal Engineering Design&Research Institute of China,Chengdu 610081,China)
出处
《特种结构》
2022年第1期43-45,共3页
Special Structures
关键词
双层叠合水池
有限元
导流墙布置
导流墙截面
内力分析
Double-layer water tank
Finite element
Diversion wall layout
Diversion wall section
Stress analysis
