2500m^3预应力混凝土球形水塔的设计与计算  

Design and Calculation of 2500m^3 Prestressed Reinforced Concrete Spherical Shell for a Water Tower

作　　者：吴秀水[1] 王俊[1] 郝成新[1] 樊晓红[1] 郭璐[1] 

机构地区：[1]中国建筑科学研究院结构所

出　　处：《建筑科学》1991年第3期52-56,共5页Building Science

摘　　要：2500m^3预应力钢筋砼球形水塔的水柜采用了直径为18.60m的变厚度预应力钢筋砼球壳。球壳由四片截面连续变化的曲线形墙体和一直径为6.1m的简体支撑于空中。本文对该水塔球壳的设计计算作了介绍。Prestressed reinforced concrete is used in a spherical thicknessvaried shell for a water tank of 2500m^3 in capacity and 18.6m in diameter. The spherical shell is supported by a central cylinder of 6.1m in diameter and 4 cur(?)ilinear style walls, the cross sections of which are changed continuously. This paper introduces the design and calculation of the spherical shell.

关 键 词：预应力 球形 水塔 设计 混凝土 

分 类 号：TU991.342[建筑科学—市政工程]