Effect of nano-silica on chemical and volume shrinkage of cement-based composites

被引:56
|
作者
Wang, Jinbang [1 ]
Cheng, Yong [2 ]
Yuan, Lianwang [1 ]
Xu, Dongyu [1 ]
Du, Peng [1 ]
Hou, Pengkun [1 ]
Zhou, Zonghui [1 ]
Cheng, Xin [1 ]
Liu, Shuai [1 ]
Wang, Yuguang [3 ]
机构
[1] Univ Jinan, Shandong Prov Key Lab Preparat & Measurement Bldg, Jinan 250022, Peoples R China
[2] Goer Acoust Co LTD, Weifang 261031, Peoples R China
[3] Qingdao Bldg Mat Res Inst Co LTD, Qingdao 266042, Peoples R China
基金
中国国家自然科学基金;
关键词
Nano-silica; Chemical shrinkage; Volume shrinkage; Cement-based composites; AUTOGENOUS SHRINKAGE; MICROSTRUCTURAL PROPERTIES; COLLOIDAL NANOSIO(2); HYDRATION; NANOSILICA; NANO-SIO2; STRENGTH; NANOPARTICLES; PARTICLES; PASTES;
D O I
10.1016/j.conbuildmat.2020.118529
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Nano-materials modified cement-based materials have attracted wide attention due to their advantages of improving early strength and durability. However, few studies have been conducted on influence of nano-materials on chemical shrinkage of paste and volume shrinkage of concrete. Therein, the influence rules of nano-silica on chemical shrinkage of paste and volume shrinkage of concrete and its action mechanism have been explored and discussed. The result indicated that added nano-silica aggravated the chemical shrinkage of paste and volume shrinkage of the concrete. The paste chemical shrinkage and concrete volume shrinkage increased with the amount of nano-silica in particular as presented in early stage. The chemical shrinkage of cement at 3d and 28d increased by 93.7% and 57.5% respectively, when adding 1.2% nano-silica. Correspondingly, the 1d, 7d and 60d volume shrinkage of concrete increased by 82.1%, 66.7% and 16.7% respectively. The action mechanism of shrinkage intensification is mainly the pozzolanic effect, nucleation effect and acceleration hydration effect of nano-silica, which accelerated the cement hydration. (C) 2020 Elsevier Ltd. All rights reserved.
引用
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页数:10
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