High-Volume Mineral Admixtures Cement: The Effects of Particle Size Distribution

被引:0
|
作者
Huang, Qimin [1 ,2 ]
Wang, Kun [1 ,2 ]
Lu, Jiping [3 ]
Yu, Jianping [3 ]
Sheng, Zhenhua [3 ]
Yang, Lu [1 ]
机构
[1] Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Peoples R China
[2] Wuhan Univ Technol, Sch Mat Sci & Engn, Wuhan 430070, Peoples R China
[3] Fujian Jinniu Cement Co Ltd, Sanming 353300, Peoples R China
基金
中国国家自然科学基金;
关键词
ultrafine slag; microstructure; compressive strength; particle size;
D O I
10.1007/s11595-024-2860-3
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The effects of high-volume slag-fly ash cement with different particle sizes on hydration degree, microstructure and mechanical properties were systematically studied, by means of laser particle size (DLS), X-ray diffraction (XRD), comprehensive thermal analysis (TG-DTA), scanning electron microscopy (SEM) and mechanical properties tests. The results show that suitable particle size distribution of cementitious material has significantly promoting effects on hydration reaction rate and mechanical properties. Compared with slag without further grinding, the slag after ball milling for 4 h has an obvious improvement in reactivity, which also provides a faster hydration rate and higher compressive strength for the cementitious material. When the slag milled for 1 and 4 h is mixed at a mass ratio of 2:1 (i e, slag with D50 of 7.4 mu m and average size of 9.9 mu m, and slag with D50 value of 2.6 mu m and average size of 5.3 mu m), and a certain amount of fly ash is added in, the most obvious improvement of compressive strength of cement is achieved.
引用
收藏
页码:102 / 108
页数:7
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