1500m^3钢筋混凝土倒锥形水塔设计  

Design of 1500m^3 Reinforced Concrete Invert Tapered Shell for Water Tower

作　　者：蒋寅[1] 郝成新[1] 李国成 

机构地区：[1]中国建筑科学研究院 [2]航天部第七设计研究院

出　　处：《建筑科学》1992年第2期52-57,共6页Building Science

摘　　要：1500m^3钢筋混凝土倒锥形水塔是为阿尔及利亚首都改造供水条件的需要而设计。本文着重对倒锥形水柜采用边缘干扰有矩理论分析计算,塔身抗震计算及基础的选型、变厚度钢筋混凝土圆板基础的设计情况作简要介绍。Design of reinforced concrete invert tapered shell for water tower was to meet the need of transforming the condition of water supplies in the capital of Algeria. This paper introduces the stresses analysis of the invert tapered shell by the moment theory to consider the edge disturbance, seismic design of tower shaft selection of foundation types and design of reinforced concrete round plate foundation with thickness changed.

关 键 词：水塔 倒锥形 钢筋混凝土 

分 类 号：TU991.342[建筑科学—市政工程]