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混凝土损伤自愈合性能的试验研究
引用本文:刘小艳,姚武,郑晓芳,伍建平.混凝土损伤自愈合性能的试验研究[J].建筑材料学报,2005,8(2):184-188.
作者姓名:刘小艳  姚武  郑晓芳  伍建平
作者单位:同济大学,混凝土材料研究实验室,上海,200092;同济大学,混凝土材料研究实验室,上海,200092;同济大学,混凝土材料研究实验室,上海,200092;同济大学,混凝土材料研究实验室,上海,200092
基金项目:国家自然科学基金重点资助项目(50238040),上海市科技攻关重点资助项目(032112059)
摘    要:从混凝土自身组成出发,研究了水泥强度等级、掺合料、纤维对混凝土损伤自愈合性能的影响.结果表明:选用低强度等级水泥、用粉煤灰部分取代水泥以及加入纤维都可以在一定程度上提高混凝土的自愈合效果.另外,对混凝土自愈合机制和自愈合效果进行了分析和探讨.

关 键 词:自愈合  混凝土  水泥强度等级  掺合料  纤维
文章编号:1007-9629(2005)02-0184-05
修稿时间:2004年4月26日

Experimental Study on Self-healing Performance of Concrete
LIU Xiao-yan,YAO Wu,ZHENG Xiao-fang,WU Jian-ping.Experimental Study on Self-healing Performance of Concrete[J].Journal of Building Materials,2005,8(2):184-188.
Authors:LIU Xiao-yan  YAO Wu  ZHENG Xiao-fang  WU Jian-ping
Abstract:Through further hydration of cementitious particles, concrete has self-healing capability after being damaged. To study the influence of concrete components on self-healing performance, several factors such as grade of cement, fly ash, and carbon fibers, are considered. The test results show that low grade cement, replacement of cement by fly ash, and adding some carbon fibers are all helpful in improving the self-healing performance of concrete. Furthermore, the mechanism and the effect of concrete self-healing performance are analyzed and discussed.
Keywords:self-healing  concrete  cement grade  supplementary cementitious material  fiber
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