浅析无梁楼盖矩形钢筋混凝土水池受力及计算  

A Brief Analysis of Loading Calculation of Flat Slab of Rectangular Reinforced Concrete Pool

作　　者：彭银仿 马忠武 陈小刚 

机构地区：[1]中国市政工程中南设计研究总院,武汉430010

出　　处：《工程建设与设计》2011年第12期56-58,共3页Construction & Design for Engineering

摘　　要：矩形水池实际上是空间结构体系,其自身的约束和外界条件的约束均十分复杂,而目前应力的计算方法属简化的计算方法,各项计算数据取值也需要进一步积累和确定。本文以实际工程为依托,利用有限元软件Robot进行内力分析,通过与按规范计算出的结果进行对比分析,为无梁楼盖矩形水池的设计与研究提供参考,优化规范的计算结果。The rectangular tank is actually a space structure system.Its own constraints and the constraints of external conditions are very complex.The current calculation theory of stress is nearly approximate.The calculated data need further accumulation and determine.Based on the actual project,using the finite element analysis software Robot,internal forces are calculated and compared with the results of criterion method.The results can provide a reference for the design and research of the flat slab of rectangular pool;and can optimize the criterion results.

关 键 词：无梁楼盖 矩形水池 跨中板带 柱上板带 

分 类 号：TU375[建筑科学—结构工程]