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芯柱自密实混凝土与钢筋握裹强度的试验研究
引用本文:孟志良,孙建恒,白永兵,李宏斌,赵淑丽.芯柱自密实混凝土与钢筋握裹强度的试验研究[J].混凝土,2008(4):32-34.
作者姓名:孟志良  孙建恒  白永兵  李宏斌  赵淑丽
作者单位:1. 重庆大学,材料科学与工程学院,重庆,400045;河北农业大学,城乡建设学院,河北,保定,071001
2. 河北农业大学,城乡建设学院,河北,保定,071001
基金项目:河北省科技攻关项目 , 河北省建设厅科研项目
摘    要:采用拔出试验,对芯柱自密实混凝土和普通混凝土与钢筋握裹强度进行了对比试验研究.结果表明:不管是光圆钢筋还是带肋钢筋,芯柱自密实混凝土与钢筋握裹强度均高于普通混凝土,并对其机理进行了初步探讨,为自密实混凝土应用于芯柱提供了依据.

关 键 词:自密实混凝土  钢筋  芯柱  黏结力
文章编号:1002-3550(2008)04-0032-03
修稿时间:2007年12月17

Experimental study of bond strength between the core column self-compacting concrete and steel bar
MENG Zhi-liang,SUN Jian-heng,BAI Yong-bing,LI Hong-bin,ZHAO Shu-li.Experimental study of bond strength between the core column self-compacting concrete and steel bar[J].Concrete,2008(4):32-34.
Authors:MENG Zhi-liang  SUN Jian-heng  BAI Yong-bing  LI Hong-bin  ZHAO Shu-li
Affiliation:MENG Zhi-liang1,2,SUN Jian-heng2,BAI Yong-bing2,LI Hong-bin2,ZHAO Shu-li2(1.College of Materials Science , Engineering,Chongqing University,Chongqing 400045,China,2.College of Urban , Rural Construction,Agricultural University of Hebei,Baoding 071001,China)
Abstract:In this study,the bond strength between concrete and steel bar are studied between the core column self-compacting concrete and ordinary concrete by pull-out test,The results show that,whether smooth steel bars or ribbed steel bars,bond strength of core column self-compacting concrete and steel bars are higher than normal concrete,and its mechanism is conducted a preliminary study,the results provide the basis for the self-compacting concrete application in core column.
Keywords:self-compacting concrete  steel bar  core column  bond strength  
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