Hydration and expansion properties of shrinkage-compensating composite cementitious materials

被引:0
作者
Feng, Jing-Jing [1 ]
Miao, Miao [2 ]
Yan, Pei-Yu [2 ]
机构
[1] Department of Civil Engineering, Shandong Agriculture of University
[2] Key Laboratory of Civil Engineering Safety and Durability of China Ministry of Education, Tsinghua University
来源
Jianzhu Cailiao Xuebao/Journal of Building Materials | 2012年 / 15卷 / 04期
关键词
Ettringite; Expansive agent; Hydration; Microstructure; Shrinkage-compensating concrete;
D O I
10.3969/j.issn.1007-9629.2012.04.001
中图分类号
学科分类号
摘要
Hydration and expansion properties of shrinkage-compensating composite cementitious materials were studied. The results show that sulfoaluminate as calcium expansive agent will result in a larger expansion and a greater expansion speed in early ages, so it is more suitable for the preparation of high strength shrinkage-compensating concrete. During the hydration process, when the water is sufficient, expansive agent and cement promote the hydration in early ages. While the water is in shortage, promotion changes to restraint. The effect of expansive agent for the hydration process is greater than the cement, so it grabbed the water firstly. In the case of the low water-cement ratio, expansive agent will also generate many ettringite and produce appropriate expansion. When the content of expansive agent is fixed, the effectiveness of expansion performance is closely related to the microstructure of hardened binder pastes.
引用
收藏
页码:439 / 445
页数:6
相关论文
共 10 条
[1]  
Mehta P.K., Monteiro P.J.M., Concrete, Microstructure, Properties and Materials, pp. 328-332, (2006)
[2]  
Jensen O.M., Thermodynamic limitation of self-desiccation, Cement and Concrete Research, 25, 1, pp. 157-164, (1995)
[3]  
Ramlochan T., Zacarias P., Thomasc M.D.A., Et al., The effect of pozzolans and slag on the expansion of mortars cured at elevated temperature Part I: Expansive behavior, Cement and Concrete Research, 33, 6, pp. 807-814, (2003)
[4]  
Wang D.-M., High-Performance Expansive Concrete, pp. 108-151, (2006)
[5]  
Cohen M.D., Olek J., Silica fume improves expansive-cement concrete, Concrete International: Design and Construction, 13, 3, pp. 31-37, (1991)
[6]  
Li L.-M., Zheng Y.-L., The impact of fly ash and other mineral admixtures on expansion performance of UEA-H expansive agents, Sichuan Building Materials, 1, pp. 15-19, (2005)
[7]  
Li F., Qin W.-Z., Investigation on the effect of expansive agent in high volume fly ash concrete, Industrial Construction, 39, 5, pp. 89-95, (2009)
[8]  
Wang D.-M., Jin X., Ouyang S.-X., Coordination between expansion and strength development of cement-expansion agent-blast furnace ternary cementitious materials, Journal of the Chinese Ceramic Society, 30, 10, pp. 59-63, (2002)
[9]  
Feng J.-J., Miao M., Yan P.-Y., The assessment of expansion performance of expansive agent in composite cementitious materials, The Fifth National Symposium on Concrete Expansive Agent, pp. 84-91, (2010)
[10]  
You B.-K., Li N.-Z., Expansive Agent and Shrinkage-Compensating Concrete, pp. 16-19, (2005)