西部某7度区自来水厂水池结构计算方法浅析  

Analysis on the Calculation Method of Water Pool Structure of a Water Supply Plant in a 7-degree Zone in the West

作　　者：张洛 ZHANG Luo(Shanghai Municipal Engineering Design and Research Institute(Group)Co.,Ltd.,Shanghai 200092,China)

机构地区：[1]上海市政工程设计研究总院(集团)有限公司,上海200092

出　　处：《中国厨卫》2023年第7期110-113,194,共5页Chinese Kitchen & Bathroom

摘　　要：文章以西南地区某7度区水池结构为研究对象,通过采用承载能力极限状态计算和正常使用极限状态验算的方法,计算结构内力,从而验算裂缝配筋,同时对计算结果进行了对比分析,找出了控制工况组合,并对各计算方法的适用性进行了评价。The article takes the structure of a 7-degree water tank in the southwest region as the research object.By using the methods of bearing capacity limit state calculation and normal use limit state verification,the internal force of the structure is calculated to verify the reinforcement of cracks.At the same time,the calculation results are compared and analyzed,and the combination of control working conditions is found.The applicability of each calculation method is evaluated.

关 键 词：钢筋混凝土水池 抗震 承载能力 

分 类 号：TU31[建筑科学—结构工程]