中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2005, Vol. 24 ›› Issue (4): 31-34.

• • 上一篇    下一篇

大跨RC有支架施工拱桥砼时效分析

张永水   

  1. 重庆交通学院土木建筑学院,重庆400074
  • 收稿日期:2004-08-26 出版日期:2005-08-15 发布日期:2015-05-18
  • 作者简介:张永水(1965一),男,山西河津人,副教授,主要从事桥梁工程研究.

Analysis of concrete aging effect in long-span RC arch bridge

ZHANG Yong-shui   

  1. School of Civil Engineering & Architecture, Chongqing Jiaotong University, Chongqing 400074,China
  • Received:2004-08-26 Online:2005-08-15 Published:2015-05-18

摘要: 砼时问效应对大跨拱桥结构性能有较大的影响,本文结合许沟大桥的工程实践,分析了砼徐变、收缩对主拱 圈的内力与变形以及截面应力重分布的影响,讨论了砼收缩对主拱圈分层浇筑自应力的影响。分析结果可为今后 同类桥梁的设计、施工提供指导

关键词: 大跨度钢筋砼拱桥, 砼收缩、徐变, 应力重分布, 自应力

Abstract: The aging effect of concrete influences structural behavior of long-span arch. the effects of creep and shrinkage of concrete on inner force, deformation and stress redistribution of main arch, the effects of shrinkage of concrete on self-stress of concreting in lifts are discussed-for example, Xugou bridge. The results can be reference for other bridges.

Key words: long-span RC arch, creep and shrinkage of concrete, stress redistribution, self-stress

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