论文部分内容阅读
架空双层叠合水池是工程中一种较少见的池型,其结构受力明显有别于普通水池。本文结合工程实例,通过对一采用框剪结构架空的双层水池的设计及有限元计算过程的介绍,分析了架空水池受力和变形发展的特点,探讨了架空层的布置及设计方法,揭示了温度作用对架空水池的侧向位移、架空层墙柱内应力及柱底内力的巨大作用。根据实例计算结果,对架空水池在架空层布局设计、伸缩缝设置及风荷载的参与度等方面提出了合理化建议。
Overhead stack double pool project is a rare type of pool, the structure of the force is distinct from the ordinary pool. Based on the engineering examples, this paper analyzes the design of the double-decked tank with frame-shear structure and the finite element calculation process, analyzes the characteristics of overhead tank deformation and deformation, and discusses the layout and design method of overhead deck. The effect of temperature on the overhead displacement of overhead pillars, the internal stress of pillared pillars and the great effect of column internal force. According to the calculation results of the examples, reasonable suggestions are put forward for the design of overhead pits in the design of overhead layers, the setting of expansion joints and the participation of wind loads.