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矿物掺合料对混凝土氯离子渗透扩散性研究

Study on Influence of Mineral Admixture on Chloride Ion Penetration and Diffusion in Concrete

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【作者】 叶建雄李晓筝廖佳庆杨长辉王冲

【Author】 YE Jian-xiong1, LI Xiao-zheng2, LIAO Jia-qing1, YANG Chang-hui1, WANG Chong1(1.College of Materials Science and Engineering, Chongqing University, Chongqing 400045, P.R.China;2.Chongqing Quality Control Station for Highway Engineering,Chongqing 400045,P.R.China)

【机构】 重庆大学材料科学与工程学院重庆公路工程质量监督中心站重庆大学材料科学与工程学院 重庆400045重庆400045重庆400045

【摘要】 研究了不同种类、不同掺量的矿物掺合料对混凝土氯离子渗透性的影响,试验结果显示单掺矿物掺合料(磨细粉煤灰、矿渣、硅灰)改善混凝土抗氯离子渗透能力,且改善效果硅灰最佳,磨细粉煤灰其次,矿渣最差。从机理上分析,矿物掺合料的火山灰效应改善了混凝土中水泥石与集料之间的薄弱界面,降低孔隙率,使孔细化,同时生成更多低碱度的C-S-H凝胶增加混凝土的Cl-固化能力,从而提高了混凝土抗氯离子渗透能力。

【Abstract】 In this paper, the influences of different kinds and different amount of mineral admixture to Cl-penetration and diffusion in concrete are studied. The results of experiment show that separate addition of mineral admixture (ground fly ash, slag fines, silica fume) into concrete can improve its resistance to chloride ion penetration and diffusion. Furthermore,the effect of silica fume is the best, fly ash second, and then follows slag fines. Mechanism analysis shows that the pozzolanic effect of mineral admixture improves the interface between the cement and aggregate in concrete, reduces the total porosity, makes pores more smaller, on the other hand it increases the Cl-consolidation capability of concrete with low alkaline C-S-H gel produced. So the resistance to chloride ion penetration of concrete is improved.

  • 【文献出处】 重庆建筑大学学报 ,Journal of Chongqing Architecture University , 编辑部邮箱 ,2005年03期
  • 【分类号】TU528
  • 【被引频次】124
  • 【下载频次】1048
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