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混凝土干燥收缩开裂评价及其试验新方法
  • 期刊名称:膨胀剂与膨胀混凝土,2006.No.3,1-6
  • 时间:0
  • 分类:TU528.042[建筑科学—建筑技术科学]
  • 作者机构:[1]中国建筑材料科学研究院
  • 相关基金:本项研究得到科技部科研仪器改造专项(2005JC100310)和国家自然科学基金重点项目(50438010)的资助.参加本文试验工作的,还有吴勇、曹淑萍、朱□佳和杨依静等同志,谨此致谢.
  • 相关项目:混凝土结构裂缝的形成与发展机理及控制技术研究
中文摘要:

介绍了一种评价混凝土收缩开裂的试验和评价方法;提出了干燥收缩开裂概率C的概念,并将混凝土发生干燥收缩开裂的概率划分为C≥60%(高开裂风险)、40%≤C〈60%(中等风险)和C〈40%(低风险)三种状态。试验表明,补偿收缩混凝土能够在混凝土中建立一定的自应力,可以有效降低混凝土的干燥收缩开裂概率。

英文摘要:

This paper has introduced a new method on the evaluation and test for concrete shrinkage and crack. This method could measure the accurate internal tensile stress brought by dry shrinkage of concrete with restrictive condition. Especially it can evaluate the capability of compensation shrinkage concrete to resist to shrinkage power with flexibility restrict condition objectively. A concept of dry shrinkage crack probability (C) has been put forward by which the concrete dry shrinkage crack probability could be divided into three levels named as: C≥ 60% ( high risk ), 40% ≤ C 〈 60% ( medium risk ) and C 〈 40% ( low risk ). Tests have showed that the self-stress produced inside the shrinkage compensating concrete could reduced the concrete dry shrinkage crack probability effectively.

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