ANALYSIS ON ITZ STRUCTURE OF SELF-COMPACTING CONCRETE

被引:0
作者
Yang, Changhui [1 ]
Chong, Wang [1 ]
Tao, Yang [2 ]
Wang, Yuyi [2 ]
Wang, Ziqiang [3 ]
Ye, Jianxiong [1 ]
Lin, Yan [1 ]
机构
[1] Chongqing Univ, Coll Mat Sci & Engn, Chongqing, Peoples R China
[2] Concrete Engn Filiale China Met Construct Ltd, Chongqing, Peoples R China
[3] Chongqing Res Inst Bldg, Chongqing, Peoples R China
来源
2ND INTERNATIONAL SYMPOSIUM ON DESIGN, PERFORMANCE AND USE OF SELF-CONSOLIDATING CONCRETE | 2009年 / 65卷
关键词
Self-compacting concrete; Interface transition zone between aggregate and harden paste (ITZ); Microhardness; Scan electron microscope (SEM); Metallographic; REHABILITATION; BEHAVIOR;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Interface transition zone between aggregate and cement paste (ITZ) is regarded as the main weak points in concrete. Density of ITZ structure of self-compacting concrete (SCC) is incredulous for satisfying the need of high mechanical properties and long term service life when fresh concrete is cast without vibration. In this investigation, SCCs with nature medium size sand and mixed sand which composed of superfine sand and manufactured sand were prepared according to the same mix proportion. One conventionally vibrated concrete (CVC) with natural medium size sand was made for comparison. Microhardness of ITZ structure of the SCCs and CVC was tested. ITZ structure of the SCCs were analyzed by means of SEM and metallographic test. The results show that good compact structures were acquired in both SCCs and CVC. The SCC prepared with mixed sand has a thicker and more porous ITZ than SCC with nature sand.
引用
收藏
页码:426 / +
页数:3
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