矩形钢筋混凝土水池池壁角隅处配筋方式优化研究  

Study on Reinforcement Optimization for the Corners in the Rectangular Reinforced Concrete Pool Wall

作　　者：李燕芳 王勇华 张冰 张博 LI Yan-fang;WANG Yong-hua;ZHANG Bing;ZHANG Bo(School of Civil Engineering,Tangshan University,Tangshan 063000,China;Beijing General Municipal Engineering Design&Research Institute Co.,Ltd.,Beijing 100082,China)

机构地区：[1]唐山学院土木工程学院,河北唐山063000 [2]北京市市政设计研究总院有限公司,北京100082

出　　处：《唐山学院学报》2022年第6期17-20,86,共5页Journal of Tangshan University

摘　　要：针对现有净水厂或污水处理厂钢筋混凝土水池池壁角隅处配筋方式存在的问题,利用MIDAS GEN软件对池壁进行有限元分析,在满足池壁角隅处的受力要求和构造要求前提下,在现有的常规钢筋配置方式基础上对池壁角隅处配筋方式进行优化。与原配筋方式相比,优化后的配筋方式节省了钢筋用量、减少了施工工序、降低了工程成本。Aiming at the reinforcement problem at the corner of reinforced concrete pool wall in the water purification plants or sewage disposal plants,this paper analyzes the finite element of the pool wall with MIDAS GEN software.With the stress and structure requirements satisfied,it optimizes the reinforcement method based on the present reinforcement configuration.Compared with the original reinforcement method,the optimized one saves the amount of rebar,reduces the construction process and cost.

关 键 词：钢筋混凝土水池 有限元分析 配筋方式 工程造价 

分 类 号：TU375[建筑科学—结构工程]