| 不同水灰比混凝土的变形性能与氯离子渗透特性研究 |
| |
| 引用本文： | 王振平,张玉良,王永君.不同水灰比混凝土的变形性能与氯离子渗透特性研究[J].沈阳大学学报,2007,19(6):8-12. |
| |
| 作者姓名： | 王振平 张玉良 王永君 |
| |
| 作者单位： | 1. 铁煤集团建设工程有限责任公司,辽宁 调兵山,112700
2. 辽宁国环水务发展有限公司,辽宁,沈阳,110015 |
| |
| 摘 要： | 设计了水灰比为0.30、0.35、0.40和0.45的4种混凝土,研究了最大压应力分别为40?y和80?y(fcy为抗压强度设计值),加载速度为5 kN/s,重复5次时的重复压应力作用下,混凝土轴向变形性能,以及重复压应力作用后混凝土的氯离子渗透性能,探讨了水灰比对混凝土的工作性能和氯离子渗透性的影响作用.
|
| 关 键 词： | 混凝土 水灰比 变形性能 渗透特性 |
| 文章编号： | 1008-9225（2007）06-0008-05 |
| 收稿时间： | 2007-07-30 |
| 修稿时间： | 2007年7月30日 |
Deformation and Chloride Ion Penetration Characters in Different Fly Ash Replacement of Concrete |
| |
| WANG Zhenping,ZHANG Yuliang,WANG Yongjun.Deformation and Chloride Ion Penetration Characters in Different Fly Ash Replacement of Concrete[J].Journal of Shenyang University,2007,19(6):8-12. |
| |
| Authors: | WANG Zhenping ZHANG Yuliang WANG Yongjun |
| |
| Abstract: | Four kinds of concrete in the water to cement ratios of 0.30,0.35,0.40 and 0.45 are designed,the axial deformation and chloride ion penetration characters of concrete are studied,at the condition of that the maximal loading stress levels are 40?y and 80?y,fcy is the design value of compressive strength,the loading speed is 5 kN/s,and the repeating times are 5.At the base of above researches,the effects of the water to cement ratio on deformation and chloride ion penetration of concrete are discussed. |
| |
| Keywords: | concrete water to cement ratio deformation character penetration character |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
