首页 | 本学科首页   官方微博 | 高级检索  
     检索      

活性粉末混凝土抗裂性能试验研究
引用本文:季韬,陈宝春,庄一舟,李锋,梁咏宁,黄志斌.活性粉末混凝土抗裂性能试验研究[J].福州大学学报(自然科学版),2011,39(3):434-437,449.
作者姓名:季韬  陈宝春  庄一舟  李锋  梁咏宁  黄志斌
作者单位:福州大学土木工程学院;
基金项目:国家自然科学基金资助项目(51078090); 福建省青年科技人才创新基金资助项目(2008F3064)
摘    要:采用自制带隔板的环形约束收缩试验装置,通过正交试验,研究砂胶比、水胶比、钢纤维掺量对活性粉末混凝土(RPC)抗裂性能的影响.研究表明:钢纤维掺量对RPC抗裂性能影响最显著,而砂胶比、水胶比对RPC抗裂性能影响不明显;随着钢纤维掺量的增加,RPC抗裂性能提高;钢纤维掺量为3%时,RPC抗裂性能最好;但当钢纤维掺量达到4%...

关 键 词:活性粉末混凝土  抗裂性能  钢纤维  砂胶比  水胶比

Study for the cracking resistant behavior of reactive powder concrete
JI Tao,CHEN Bao-chun,ZHUANG Yi-zhou,LI Feng,LIANG Yong-ning,HUANG Zhi-bin.Study for the cracking resistant behavior of reactive powder concrete[J].Journal of Fuzhou University(Natural Science Edition),2011,39(3):434-437,449.
Authors:JI Tao  CHEN Bao-chun  ZHUANG Yi-zhou  LI Feng  LIANG Yong-ning  HUANG Zhi-bin
Institution:JI Tao,CHEN Bao-chun,ZHUANG Yi-zhou,LI Feng,LIANG Yong-ning,HUANG Zhi-bin(College of Civil Engineering,Fuzhou University,Fuzhou,Fujian 350108,China)
Abstract:Using a self-made annular constraint test equipment with a steel clapboard,the effect of steel fiber content,sand-binder ratio and water-binder ratio on the cracking resistant behavior of reactive powder concrete(RPC) was investigated by an orthogonal experiment.The study results reveal that steel fiber content has the most significant effect on the cracking resistant behavior of RPC,and the influence of sand-binder ratio or water-binder ratio on the cracking resistant behavior of RPC is not obvious.With th...
Keywords:reactive powder concrete  cracking resistant behavior  steel fiber  sand-binder ratio  water-binder ratio  
本文献已被 CNKI 等数据库收录!
点击此处可从《福州大学学报(自然科学版)》浏览原始摘要信息
点击此处可从《福州大学学报(自然科学版)》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号