节点文献

井壁混凝土在早期荷载作用下的损伤劣化研究

Study of the Deterioration for the Shaft Concrete in the Early-Age Loads

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 陈志敏宋少民

【Author】 Chen Zhimin,Song Shaomin(School of Civil and Traffic Engineering,BUCEA Beijing 100044)

【机构】 北京建筑工程学院土木与交通工程学院

【摘要】 在井壁施工期间,随着井筒穿越冲积层厚度的增加,井壁混凝土所受到的冻结应力、自重应力等各种早龄期荷载也随之增加.这些荷载极可能对早龄期混凝土产生不利影响.现通过空间轴对称问题的弹性力学解答得到施工期间井壁混凝土所受早期荷载的具体数值,并以此为基础自行设计应力加载装置以及尽量符合现实施工条件的试验方案.结果表明,这些早期荷载可混凝土内部缺陷增加,在一定程度上可使井壁混凝土微结构产生损伤,可能降低抗化学侵蚀能力.当荷载控制在一定比例下,这种损伤对结构安全性影响不大.

【Abstract】 During the period of shaft construction,with the thickness of the alluvial layer increases,various kinds of the early age load such as the freezing pressure and gravity stress will increase.These loads will cause an adverse impact on the early age concrete very likely.In this paper,the numerical values of the early age loads of concrete are obtained through elasticity mechanics solutions to space axisymm;%100%97etric problems.And,on this basis,a stress loading device and a test plan are designed as close to the reality of the construction conditions as possible.The results show that these early age loads would cause enough cracks which cannot heal inside the concrete.The cracking creates conditions for chemical erosion,which would lead to serious damage degradation of the shaft concrete.

【关键词】 井壁混凝土早龄期荷载损伤劣化
【Key words】 shaft concreteearly age loaddeterioration
  • 【文献出处】 北京建筑工程学院学报 ,Journal of Beijing University of Civil Engineering and Architecture , 编辑部邮箱 ,2012年04期
  • 【分类号】TU528
  • 【被引频次】5
  • 【下载频次】107
节点文献中: 

本文链接的文献网络图示:

本文的引文网络