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樟洋U型薄壳渡槽环向无粘结预应力施工技术
引用本文:李春雨,陈海新,陈向日. 樟洋U型薄壳渡槽环向无粘结预应力施工技术[J]. 人民珠江, 2003, 0(4): 43-45
作者姓名:李春雨  陈海新  陈向日
作者单位:广东省水利水电科学研究院,广东,广州,510610
摘    要:无粘结预应力混凝土是在浇灌混凝土之前,把预先加工好的无粘结钢绞线与普通钢绞线一样直接放置在模板内,然后浇筑混凝土,待混凝土达到设计强度时,即可进行张拉。介绍樟洋U型薄壳渡槽横向无粘结预应力的施工工艺、技术要点等。

关 键 词:广东 樟洋U型薄壳渡槽 钢绞线 环向无粘结预应力施工 东深供水改造工程 工艺流程 张拉工艺 施工质量
文章编号:1001-9235(2003)04-0043-03
修稿时间:2003-04-28

Construction Technology of Circumferrential Prestress without Bond for Zhangyang U-shape Thin-shell Flume
LI Chun-yu,CHEN Hai-xin,CHEN Xiang-ri. Construction Technology of Circumferrential Prestress without Bond for Zhangyang U-shape Thin-shell Flume[J]. Pearl River, 2003, 0(4): 43-45
Authors:LI Chun-yu  CHEN Hai-xin  CHEN Xiang-ri
Abstract:Prestressed Concrete without bond is made up in the following procedure: before concreting, put the preprocessed stranded wire without bond into the form just like ordinary stranded wire, then place the concrete. When the concrete has reached the design strength, stretching can be carried out. This paper presents the construction technology and technical keys of circumferretial prestress without bond for Zhangyang U-shape thin-shell flume.
Keywords:U-shape thin-shell flume  prestress without bond  strectch with varying angle  Dongshen Water Supply Modification Project
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