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1.09万m^3蛋形壳体结构无粘结预应力张拉分析
引用本文:郑旭晨,陈雪仙.1.09万m^3蛋形壳体结构无粘结预应力张拉分析[J].上海力学,1999,20(4):423-430.
作者姓名:郑旭晨  陈雪仙
作者单位:杭州市市政工程总公司,杭州市市政工程总公司,杭州市市政工程总公司 杭州 310014,杭州 310014,杭州 310014
摘    要:本文通过对杭州市四堡污水处理石蛋形消化池无粘结预应力张拉对混凝土结构影响的试验研究,测定了张拉应力的影响范围,分析了预应力张拉工艺,比较了规范与施工相近有关系数的取值,提出了供设计、施工参考采用的控制张拉力和张拉工艺等。

关 键 词:混凝土结构  蛋形壳体结构  无粘结预应力张拉

NON-COHERENT PRESTRESS TENSION ANALYSIS FOR EGG-SHAPE SHELL STRUCTURES OF 10.9 THOUSAND CUBIC METER
Zheng Xuchen Chen Xuexian Chen Guansheng.NON-COHERENT PRESTRESS TENSION ANALYSIS FOR EGG-SHAPE SHELL STRUCTURES OF 10.9 THOUSAND CUBIC METER[J].Chinese Quarterly Mechanics,1999,20(4):423-430.
Authors:Zheng Xuchen Chen Xuexian Chen Guansheng
Abstract:In this paper, the influence of prestress tension of Si Bao Sewage Treatment Plant's concrete shell structure has been studied experimentally. The effective stress is determined and the reliability on prestress tensile technology has been studied. The coefficients taken from standard and construction have been compared. The technique to control tensile force and tension for design use has been proposed.
Keywords:prestress of concrete tension  stress-strain analysis  
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