摘要
制作了自密实混凝土简支梁试件,内部分别复合含聚氨酯胶粘剂和氰凝胶粘剂的玻璃管,进行三分点弯曲试验,分析它们的自修复性能;同时研究了影响试验结果的因素,并对自修复混凝土的研究亟待改进之处进行了分析。
Self-compacting concrete supporting pole sample in which there were glass tubes filled with Polyurethane adhesive and cyanogen gel adhesive were prepared. By 3-point bending test, analysed the samples＇ self-compacting performanc, at the same time, researched on the factors affect the experiment results. Finally, discussed the urgent problems in the study of self-repair concrete.
出处
《水泥工程》
CAS
2009年第6期78-82,共5页
Cement Engineering
基金
海军工程大学科学研究基金资助项目(项目编号:HGDJJ0630)
