期刊文献+

混凝土干燥收缩开裂评价及其试验新方法 被引量:2

A New Evaluation and Test Method for Shrinkage-Crack of Concrete
下载PDF
导出
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。 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.
作者 赵顺增 刘立
出处 《工程质量》 2008年第2期34-39,共6页 Construction Quality
基金 科技部科研仪器改造专项(2005JG100310) 国家自然科学基金重点项目(50438010)的资助
关键词 混凝土 干燥收缩 开裂概率 concrete, dry shrinkage, crack probability
  • 相关文献

参考文献4

二级参考文献9

  • 1PARVIZ S,SIAVOSH R.Control of plastic shrinkage cracking with specialty cellulose fibers[J].ACI Materials Journal.1998,4(7 8):429 435.
  • 2KARRI P.A proposed test to determine the cracking potential due to drying shrinkage of concrete[J].Concrete Construction,1985,30(9):775—778.
  • 3CARI—SON R W,READING T J.Model of studying shrinkage cracking in concrete building walls[J].ACI Structural Jour nal,1988.85(4):395 404.
  • 4索默H 冯乃谦 丁建彤译.高性能混凝土的耐久性[M].北京:科学出版社,1998.53-56.
  • 5赵顺增 刘立 姚燕.水泥砂浆、混凝土收缩应力测试方法[P].中国专利:ZL2003101170980.2003-12—09.
  • 6赵顺增 刘立 吴万春.水泥砂浆膨胀收缩测量仪[P].中国专利:ZL00261525.2000-11-10.
  • 7赵顺增 刘立 黄鹏飞.混凝土限制膨胀收缩装置[P].中国专利:ZL032444931.2003-04-03.
  • 8OCHSENDORF J A,BILLITON D P.Self-anchored suspension bridge[J].J Bridge Eng,1999,4(3):151-156
  • 9魏华,陈妙统,徐栋.国内最大跨径钢筋混凝土主梁自锚式悬索桥——永康市溪心桥施工控制[J].结构工程师,2004,20(3):77-82. 被引量:9

共引文献35

同被引文献7

引证文献2

二级引证文献6

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部