Chloride binding and its effects on microstructure of cement-based materials

被引:0
作者
Wang, Xiaogang [1 ]
Shi, Caijun [1 ]
He, Fuqiang [2 ]
Yuan, Qiang [3 ]
Wang, Dehui [1 ]
Huang, Yong [1 ]
Li, Qingling [1 ]
机构
[1] College of Civil Engineering, Hunan University
[2] Department of Civil Engineering and Architecture, Xiamen University of Technology, Xiamen 361024, Fujian
[3] School of Civil Engineering and Architecture, Central South University
来源
Kuei Suan Jen Hsueh Pao/Journal of the Chinese Ceramic Society | 2013年 / 41卷 / 02期
关键词
Binding mechanism; Cement-based material; Chloride binding; Hydration products; Microstructure; Pore structure;
D O I
10.7521/j.issn.0454-5648.2013.02.11
中图分类号
学科分类号
摘要
When chloride ions are introduced into cement-based materials, some of chloride ions interact with the hydration products, and some of chloride ions absorb to the hydration products or pore wall. The former is called chloride chemical binding, and the latter is called chloride physical adsorption, they are collectively referred to the chloride binding. The formation of Friedel's salt is the main chemical binding, physical adsorption is mainly controlled by C-S-H gel. There are some other factors influencing chloride binding. Some supplementary cement materials (i.e., fly ash, slag and silica fume) also affect chloride binding notably. Due to the chloride binding, it is expected that there should be microstructural changes in cement-based materials. By knowing the chloride binding and the change of microstructure when chloride ions are introduced into cement-base materials well, we could provide a scientific basis for the service life design and prediction of reinforced concrete structures.
引用
收藏
页码:187 / 198
页数:11
相关论文
共 79 条
  • [1] Arya C., Newman J., An assessment of four methods of determining the free chloride content of concrete, Mater Struct, 23, 5, pp. 319-330, (1990)
  • [2] Luping T., Nilsson L.O., Chloride binding capacity and binding isotherms of OPC pastes and mortars, Cem Concr Res, 23, 2, pp. 247-253, (1993)
  • [3] Nilsson L., Massat M., Tang L., The effect of non-linear chloride binding on the prediction of chloride penetration into concrete structures, ACI Special Publications, 145, pp. 469-486, (1994)
  • [4] Martin-Perez B., Zibara H., Hooton R., Et al., A study of the effect of chloride binding on service life predictions, Cem Concr Res, 30, 8, pp. 1215-1223, (2000)
  • [5] Mohammed T., Hamada H., Relationship between free chloride and total chloride contents in concrete, Cem Concr Res, 33, 9, pp. 1487-1490, (2003)
  • [6] Yu H., Sun W., Ma H., Et al., Build Mater, 5, 3, pp. 240-247, (2002)
  • [7] Yuan Q., Shi C., de Schutter G., Et al., Chloride binding of cement-based materials subjected to external chloride environment-a review, Construct Build Mater, 23, 1, pp. 1-13, (2009)
  • [8] Mcgrath P., Development of Test Methods for Predicting Chloride Penetration into High Performance Concrete, (1996)
  • [9] Lin G., Liu Y., Xiang Z., Numerical modeling for predicting service life of reinforced concrete structures exposed to chloride environments, Cem Concr Compos, 32, 8, pp. 571-579, (2010)
  • [10] Jain J., Neithalath N., Electrical impedance analysis based quantification of microstructural changes in concretes due to non-steady state chloride migration, Mater Chem Phys, 129, 1-2, pp. 569-579, (2011)