华南理工大学学报(自然科学版) ›› 2010, Vol. 38 ›› Issue (9): 80-84.doi: 10.3969/j.issn.1000-565X.2010.09.015

• 材料科学与技术 • 上一篇    下一篇

水泥中S/Al和外渗硫酸盐对氯离子临界浓度的影响

黎鹏平1  苏达根1  王胜年2  范志宏1,2   

  1. 1.华南理工大学 特种功能材料教育部重点实验室, 广东 广州 510640; 2.水工构筑物耐久性技术交通部重点实验室, 广东 广州 510230
  • 收稿日期:2010-03-24 修回日期:2010-04-09 出版日期:2010-09-25 发布日期:2010-09-25
  • 通信作者: 苏达根(1948-),男,教授,博士生导师,主要从事土木工程材料和生态环境材料研究.E-mail:dgsu@scut.edu.cn E-mail:lpp232@yahoo.com.cn
  • 作者简介:黎鹏平(1980-),男,博士,主要从事海工混凝土耐久性研究.
  • 基金资助:

    广东省科技攻关项目(2008B080501036); 交通部西部交通建设科技项目(200632800003)

Influences of S/Al of Cement and Sulfate in Extravasation Solution on Chloride Threshold Value

Li Peng-ping1  Su Da-gen1  Wang Sheng-nian2  Fan Zhi-hong 1.2   

  1. 1.Key Laboratory of Specially Functional Materials of the Ministry of Education,South China University of Technology,Guangzhou 510640,Guangdong,China;2.Key Laboratory of Harbor & Marine Structure Durability Technology of the Ministry of Communications,Guangzhou 510230,Guangdong,China
  • Received:2010-03-24 Revised:2010-04-09 Online:2010-09-25 Published:2010-09-25
  • Contact: 苏达根(1948-),男,教授,博士生导师,主要从事土木工程材料和生态环境材料研究.E-mail:dgsu@scut.edu.cn E-mail:lpp232@yahoo.com.cn
  • About author:黎鹏平(1980-),男,博士,主要从事海工混凝土耐久性研究.
  • Supported by:

    广东省科技攻关项目(2008B080501036); 交通部西部交通建设科技项目(200632800003)

摘要: 采用线性极化法、压汞法和X射线衍射分析等方法研究了外渗氯盐条件下水泥中S/Al摩尔比及外渗硫酸盐对氯离子临界浓度的影响,研究结果表明:氯离子临界浓度随水泥中S/Al摩尔比的提高先增大后减少,而氯离子的结合量随S/Al摩尔比的提高而降低,氯离子临界浓度达最大值时的S/Al摩尔比随水泥中Al2O3含量的提高而降低;在SO42-和Cl-浓度与华南地区海水相近的复合渗透液中,氯离子临界浓度随水泥中S/Al摩尔比的提高先增大后减少,且临界浓度低于NaCl溶液浸泡试件;复合渗透液中的SO42-渗透进砂浆使砂浆结构变致密,但过量后会引起体积膨胀,使氯离子临界浓度下降.

关键词: 硫酸盐, SO3/Al2O3摩尔比, 外渗氯离子, 氯离子临界浓度, 孔隙结构

Abstract:

This paper deals with the influences of the S/Al molar ratio of cement and the sulfate in extravagation solution on the chloride threshold value via the linear polarization method,the mercury injection test and XRD.The results show that,with the increase of S/Al molar ratio,the chloride threshold value first increases and then decreases,while the chloride bounded in cement hydration products keeps reducing,that the S/Al molar ratio corresponding to the maximum chloride threshold value decreases with the increase of Al2O3 content of cement.More-over,it is also found that,when the specimens are immersed in the composite solution with the SO42- and Cl-concentrations similar to those of seawater,the chloride threshold value first increases and then decreases with the increase of S/Al molar ratio,but it is lower than that of the specimens immersed in NaCl solution,and that,with the penetration of the mortar first becomes denser and then presents a volume expansion due to an excessive penetration,thus resulting in the decrease in chloride threshold value.

Key words: sulfate, SO3/Al2O3 molar ratio, extravasated chloride, chloride threshold value, pore structure