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氯盐浸泡的水泥基材料的表面氯离子浓度(英文) 被引量:4

Chloride Ion Concentration on the Surface of Cement-Based Materials in Chloride Solutions
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摘要 水泥基材料的表面氯离子浓度(cs)是Fick’s第二定律寿命预测模型的1个重要参数,它通过将Fick’s第二定律与氯离子浓度分布拟合而得到。当水泥基材料浸泡在一定浓度的氯盐溶液中时,水泥基材料的cs和浸泡溶液的氯离子浓度(c)之间的关系仍未得到很好的理解。一些发表的文献表明cs要高于c,Nagataki将其称为浓缩现象。本文研究了cs和c之间的关系,并探索了其机理。将普通Portland水泥、80%(质量分数,下同)水泥+20%粉煤灰和60%水泥+40%矿渣3种5 mm厚的硬化水泥浆体薄片分别浸泡于氯离子浓度为0.15 mol/L,0.5 mol/L,1 mol/L的3种氯化钠溶液中,浸泡35 d和120 d后,采用压滤法将硬化水泥浆中的孔溶液压滤出来,测量其氯离子浓度,并与c进行对比。结果表明:c较低时(0.15 mol/L),压滤法得到的孔溶液的氯离子浓度约比c高30%;当c较高时(>0.5 mol/L),压滤法得到的孔溶液的氯离子浓度与浸泡溶液浓度相当。分析认为双电层是产生该现象的关键因素。 Chloride ion concentration on the surface of cement-based materials(cs) is an important parameter of the Fick's second law service life prediction model.The cs can be obtained by fitting chloride ion profile based on the Fick's second law.When ce-ment-based materials are in contact with chloride solutions,the relation between the cs and the chloride ion concentration(c) of the exposure solution could not be well understood.Some previous work indicated that the cs is higher than the c.This is called conden-sation phenomenon by Nagataki.This paper investigated the relation between the cs and the c,and explored the corresponding mechanism.Three types of cement discs with the thick of 5 mm [ordinary Portland cement(OPC),20%(in mass,the same below) fly ash+80% OPC,40% slag+60% OPC] were immersed in sodium chloride solutions with the c of 0.15 mol/L,0.5 mol/L and 1 mol/L,respectively.After 35 and 120 d,the pore solutions of the cement discs were squeezed out by a pore expression method.The chloride ion concentrations were measured,and compared to the c of exposure solution.The results show that,the c obtained by the pore ex-pression method is 30% higher than that of exposure solution at 0.15 mol/L.At c0.5 mol/L,the c was equal to that of the exposure solution.The effect of electrical double layer could be responsible for this phenomenon.
出处 《硅酸盐学报》 EI CAS CSCD 北大核心 2011年第3期544-549,共6页 Journal of The Chinese Ceramic Society
基金 比利时根特大学研究基金资助
关键词 水泥基材料 表面氯离子浓度 双电层 cement-based materials surface chloride ion concentration electrical double layer
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参考文献12

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同被引文献50

  • 1谢友均,马昆林,龙广成,石明霞.矿物掺合料对混凝土中氯离子渗透性的影响[J].硅酸盐学报,2006,34(11):1345-1350. 被引量:102
  • 2史才军,元强,邓德华,郑克仁.混凝土中氯离子迁移特征的表征[J].硅酸盐学报,2007,35(4):522-530. 被引量:26
  • 3余红发,翁智财,孙伟,陈浩宇,张金花.矿渣掺量对混凝土氯离子结合能力的影响[J].硅酸盐学报,2007,35(6):801-806. 被引量:54
  • 4李东旭,朱建平,李宗津.应用无接触电阻率法研究矿渣水泥的早期水化[J].硅酸盐通报,2007,26(4):645-652. 被引量:4
  • 5何富强.硝酸银显色法测量水泥基材料中氯离子迁移[D].长沙:中南大学,2010.
  • 6Qiang Yuan,Caijun Shi,Geert De Schutter,Katrien Audenaert,Dehua Deng.Chloride binding of cement-based materials subjected to external chloride environment – A review[J]. Construction and Building Materials . 2008 (1)
  • 7Y. Elakneswaran,T. Nawa,K. Kurumisawa.Electrokinetic potential of hydrated cement in relation to adsorption of chlorides[J]. Cement and Concrete Research . 2009 (4)
  • 8Y. Elakneswaran,T. Nawa,K. Kurumisawa.Zeta potential study of paste blends with slag[J]. Cement and Concrete Composites . 2008 (1)
  • 9H. Friedmann,O. Amiri,A. A?t-Mokhtar.Physical modeling of the electrical double layer effects on multispecies ions transport in cement-based materials[J]. Cement and Concrete Research . 2008 (12)
  • 10M.J. Millard,K.E. Kurtis.Effects of lithium nitrate admixture on early-age cement hydration[J]. Cement and Concrete Research . 2007 (4)

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