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某钢筋混凝土三铰拱式游泳馆的加固设计
引用本文:王震,张天申.某钢筋混凝土三铰拱式游泳馆的加固设计[J].工业建筑,2009,39(2).
作者姓名:王震  张天申
作者单位:清华大学土木工程系,北京,100084
摘    要:通过外粘型钢加固法和增大截面加固法的组合利用,有效解决了某三铰拱梁存在的正截面和斜截面承载力不足的问题,并通过设置拱间支撑,解决了结构位移超限的问题,对于目前混凝土异型构件的加固研究具有一定的参考价值。

关 键 词:三铰拱  增大截面  外粘型钢  位移超限  加固设计

THE STRENGTHENING DESIGN OF A RC TRIPLE HINGED ARCH NATATORIUM
Wang Zhen,Zhang Tianshen.THE STRENGTHENING DESIGN OF A RC TRIPLE HINGED ARCH NATATORIUM[J].Industrial Construction,2009,39(2).
Authors:Wang Zhen  Zhang Tianshen
Affiliation:Department of Civil Engineering;Tsinghua University;Beijing 100084;China
Abstract:It was solved that the deficient problems of normal section strength and oblique section strength through combining adhesive bonded bar method with increasing section strength.Using supports between arches the displacement out-of-codes problem was also solved,which provided reference for the strengthening design of a concrete abnormal component.
Keywords:triple hinged arch  augmented section  adhesive bonded bar  displacement out-of-codes  strengthening design  
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