首页期刊信息编委及顾问期刊发行联系方式使用帮助常见问题ENGLISH
位置:首页 >> 正文
水和氯离子在砂浆中的迁移规律
作者:张鹏1 2 刘庆1 耿文超1 刘兆麟1 赵铁军1 
单位:1. 青岛理工大学土木工程学院 山东 青岛 266033 2. 卡尔斯鲁厄理工学院混凝土结构与建筑材料研究所 德国 卡尔斯鲁厄 76131 
关键词:水传输 氯离子侵入 结晶 氯离子浓度 水泥砂浆 
分类号:TU528.0
出版年,卷(期):页码:2017,45(2):235-241
DOI:10.14062/j.issn.0454-5648.2017.02.09
摘要:

 研究了水灰比、氯盐浓度对砂浆中水和氯离子侵入规律的影响和砂浆的微观形貌,通过磨粉滴定的方法测定了氯离子含量,分析了毛细吸盐条件下水和氯离子传输之间的相关性规律。结果表明:氯离子的传输以水为载体,但明显滞后于水的传输,两者非同步;水灰比为0.6砂浆试件中的水侵入深度大约为氯离子侵入深度的2倍,水灰比为0.4试件的水侵入深度是氯离子的1.5倍左右;毛细吸盐7 d后,水灰比为0.6砂浆内部容易形成氯化钠结晶,延缓水迁移;在毛细吸附初始阶段,水渗透深度与氯离子渗透深度之间近似呈现线性相关,随着时间的增长,水分迁移变缓,氯离子在浓度梯度作用下继续向深处扩散;氯盐浓度超过6%后,氯离子侵入量不再随盐浓度的增大而增大。

 

 The influences of water-cement ratio and concentration of NaCl solution on the water and chloride ions penetration into cement mortar were investigated. The microstructure of mortar was determined by scanning electron microscopy, and the chloride content was measured by a titration method. The relationship between water penetration and chloride penetration into mortar was analyzed. The results indicate that chloride ions transport in water at the beginning, but they gradually slow down and separate from water movement. Chloride ions are much behind of the waterfront. The penetration depth of water into mortar with a water-cement ratio of 0.6 is approximately two times as the penetration depth of chloride. The water penetration depth in mortar with a water-cement ratio of 0.4 is approximately 1.5 times as the penetration depth of chloride. After 7 d capillary suction, the crystallization of sodium chloride in the cement mortar with a water-cement ratio of 0.6 can form in the pores, which affects the transport of water. At the initial stage, the relationship between the penetration depths of water and chloride ions exhibits linear. The water movement slows down, while chloride penetrates further into deep driven by the concentration gradients of chloride ions. When the concentration of NaCl solution is > 6%, the amount of chloride ions may not increase with the increase of the concentration of NaCl solution.

 
基金项目:
国家“973”计划(2015CB655100);高等学校学科创新引智计 划;国家自然科学基金(51420105015,51278260)资助项目。
作者简介:
张 鹏(1981—),男,博士,教授。
参考文献:

 [1] Hoseini M, Bindiganavile V, Banthia N. The effect of mechanical stress on permeability of concrete: a review [J]. Cem Concr Compos, 2009, 31(4): 213–220.

[2] Tayeh B A, Bakar B H A, Johari M A M, et al. Mechanical and permeability properties of the interface between normal concrete substrate and ultra high performance fiber concrete overlay [J]. Construct Build Mater, 2012, 36: 538–548.
[3] Poyet S, Charles S, Honoré N, et al. Assessment of the unsaturated water transport properties of an old concrete: Determination of the pore-interaction factor [J]. Cem Concr Res, 2011, 41(10): 1015–1023.
[4] Park S S, Kwon S J, Jung S H, et al. Modeling of water permeability in early aged concrete with cracks based on micro pore structure [J]. Construct Build Mater, 2012, 27(1): 597–604.
[5] Zhang P, Zhao T, Dai J, et al. Experimental study of the water repellency and chloride resistance of modified concrete with silane [J]. Chin Sci Eng, 2011, 44(3): 72–78.
[6] Dunagan W M. Methods for measuring the passage of water through concrete [C] //Proceedings of the American society for Testing 
Materials. 1939, 39: 866–880.
[7] Powers T C, Brownyard T L. Studies of the physical properties of hardened Portland cement paste [J]. Bulletin, 1947(43): 262–268.
[8] Fraj A B, Bonnet S, Khelidj A. New approach for coupled chloride/moisture transport in non-saturated concrete with and without slag [J]. Construct Build Mater, 2012, 35: 761–771.
[9] Martys N S, Ferraris C F. Capillary transport in mortars and concrete [J]. Cem Concr Res, 1997, 27(5): 747–760.
[10] 李淑红, 王立成. 多孔建筑材料毛细吸水过程研究进展综述[J]. 水利与建筑工程学报, 2010, 8(6): 16–20.
LI Shuhong, WANG Licheng. J Water Resour Archit Eng (in Chinese), 2010, 8(6): 16–20.
[11] 赵彦迪. 静水压力下混凝土中氯离子传输机理研究[D]. 青岛: 青岛理工大学, 2011.
ZHAO Yandi. Study on the transmission mechanism of chloride in concrete under hydrostatic pressure (in Chinese, dissertation). Qingdao: Qingdao University of Technology, 2011.
[12] ISO 15148. Hygrothermal performance of building materials and products — Determination of water absorption coefficient by partial immersion, 2002. 
[13] 刘军, 陈晓池, 邢锋, 等. 氯离子渗透对混凝土表层渗水系数及微观结构的影响[J]. 功能材料, 2014(11): 11096–11100.
LIU Jun, CHEN Xiaochi, XING Feng, et al. J Funct Mater (in Chinese), 2014(11): 11096–11100.
[14] HIRAO H, YAMADA K, TAKAHASHI H, et al. Chloride binding of cement estimated by binding isotherms of hydrates [J]. Adv Concr Technol, 2005, 3(1): 77–84.
[15] 刘军, 苏鹏, 区光锋, 等. AgNO3显色法判断氯离子渗透深度的影响因素[J]. 建筑材料学报, 2015, 18(3): 518–523.
LIU Jun, SU Peng, QU Guangfeng, et al. J Build Mater (in Chinese), 2015, 18(3): 518–523.
[16] Desarnaud J, Derluyn H, Carmeliet J, et al. Metastability limit for the nucleation of NaCl crystals in confinement [J]. J Phys Chem Lett, 2014, 5(5): 890–895. 
[17] Noiriel C, Renard F, Doan M L, et al. Intense fracturing and fracture sealing induced by mineral growth in porous rocks [J]. Chem Geol, 2010, 269(3/4): 197–209.
[18] Naillon A, Duru P, Marcoux M, et al. Evaporation with sodium chloride crystallization in a capillary tube [J]. J Cryst Growth, 2015, 422: 52–61.
[19] Sirivivatnanon V, Yu L K, Khatri R P. Effect of curing on water permeability of concretes prepared with normal Portland cement and with slag and silica fume [J]. Mag Concr Res, 1997, 49(180): 167–172.
服务与反馈:
文章下载】【加入收藏
中国硅酸盐学会《硅酸盐学报》编辑室
京ICP备10016537号-2
京公网安备 11010802024188号
地址:北京市海淀区三里河路11号    邮政编码:100831
电话:010-57811253  57811254    
E-mail:jccs@ceramsoc.com