期刊文献+

有压溶液作用下混凝土中氯离子浓度分布研究 被引量:2

Experimental research on distribution of chloride in concrete under stressed chloride solution
下载PDF
导出
摘要 为探索测定混凝土中钢筋锈蚀临界氯离子浓度的快速测定方法,本文对有压溶液作用下混凝土内部的氯离子浓度分布进行了测定。试验测定了0.65水灰比、1 MPa压强作用下混凝土的渗透系数以及不同加压时间条件下的自由氯离子浓度和总氯离子浓度,得到了不同加压时间下自由氯离子沿混凝土深度的浓度分布曲线。结果表明,随着加压时间的增长,在同一混凝土渗透深度处,自由氯离子浓度呈上升趋势。数值模拟的结果也较好的反映了这一规律。这为钢筋锈蚀临界氯离子浓度的快速测定方法的提出提供了理论及实验基础。 In order to explore a quick experimental method measuring the chloride threshold level in concrete,an experimental research on the distribution of chloride concentration in concrete under stressed solution is introduced. The permeability coefficient of concrete with 0. 65 w/e under 1.0 MPa pressure and the chloride concentration for different pressuring time are measured. The distributions of the chloride eoneentration along the depth of concrete are obtained. The results show that, with pressing time increasing, the free chloride concentration increases at the same depth in concrete. The conclusions from numerical simulation agree well with experimental results. The present paper provides good experimental and theoretical bases for the quick method measuring the chloride threshold leVel in concTete.
作者 赵川 宋晓冰
出处 《四川建筑科学研究》 2013年第3期186-192,共7页 Sichuan Building Science
基金 上海市自然科学基金资助项目(11ZR1417400)
关键词 渗透系数 自由氯离子浓度 结合作用 对流扩散方程 permeability coefficient free chloride concentration binding capacity convection-diffusion equation
  • 相关文献

参考文献20

  • 1刘西拉,袁驷,宋二祥,等.“2020年中国工程技术发展研究”主报告[R].北京:中国土木工程学会,2004.
  • 2Fuminori ,Tomosawa. Japan's experiences and standards on the du- rability problems of reinforced concrete structures [ J ]. Structural Engineering,2009,1 ( 1 ) : 1-2.
  • 3Ki Yong Ann, Ha-Won Song. Chloride threshold level for corrosion of steel in concrete [ J ]. Corrosion Science,2007,49 ( 11 ) : 4113- 4133.
  • 4刘玉,杜荣归,林昌健.氯离子对模拟混凝土孔隙液中钢筋腐蚀行为的影响[J].电化学,2005,11(3):333-336. 被引量:26
  • 5Garces P, Andrade M C, Saez A, et al. Corrosion of reinforcing steel in neutral and acid solutions simulating the electrolytic environ- ments in the micropores of concrete in the propagation period [ J]. Corrosion Science ,2005,47 (2) :289-306.
  • 6Reou J S, Ann K Y. Electrochemical assessment on the corrosion risk of steel embedment in OPC concrete depending on the corro- sion detection techniques [ J ]. Materials Chemistry and Physics, 2009,113 ( 1 ) :78-84.
  • 7Xu J X, Jiang L H, Wang J X. Influence of detection methods on chloride threshold value for the corrosion [ J ]. Construction and Building Materials ,2009,23 (5) : 1902-1908.
  • 8Castellote M, Andrade C, Alonso C. Accelerated simultaneous de- termination of the chloride depassivation threshold and of the non- stationary diffusion coefficient values [ J ]. Corrosion Science, 2002,44( 11 ) :2409-2424.
  • 9Vedalakshmi R, Rajagopal L, Palaniswamy N. Longterm corrosion performance of rebar embedded in blended cement concrete under macro cell corrosion condition [ J]. Construction and Building Ma- terials,2008,22 ( 3 ) : 186-199.
  • 10GB/T50082--2009普通混凝土长期性能和耐久性性能试验方法标准[S].

二级参考文献16

  • 1刘志勇,孙伟,周新刚.混凝土气体扩散系数测试方法理论研究[J].混凝土,2005(11):3-5. 被引量:12
  • 2王前,张鑫,傅日荣.计算混凝土中氯离子扩散系数的实用方法[J].山东建筑大学学报,2006,21(4):288-290. 被引量:15
  • 3Mangat G S, Molloy B T. Prediction of long term chloride concentration in concrete [J]. Material and Structures, 1994, 27(7) :338 - 346.
  • 4Tumidajski P J, Chan G W, Feldman R F, et al. Bohzmann-matano analysis of chloride diffusion[J] . Cement and Concrete Research, 1995, 25(7) : 1556 -1566.
  • 5DL/T5150-2001:水工混凝土试验规程[s].北京:中国计划出版社,2001.
  • 6Vinod Kumar. Protection of steel reinforcement for concrete-A review[J]. Corrosion Reviews ,1988, 16(4): 317~358.
  • 7Moreno M, Morris W, Alvarez M G, et al. Corrosion of reinforcing steel in simulated concrete pore solutions-effect of carbonation and chloride content[J]. Corrosion Science, 2004, 46(11):2 681~2 699.
  • 8杜荣归 胡融刚 冯祖德 etal.Corrosion behavior of reinforcing steel in concrete[J].Electrochemistry,2000,6(3):305-310.
  • 9Thangave I K. The threshold limit for chloride corrosion of reinforced concrete[J]. Corrosion Reviews, 2004, 22 (1): 55~70.
  • 10Saremi M, Mahallati E. A study on chloride-depassivation of mild in simulated concrete pore solution[J]. Cement and Concrete Research, 2002, 32(12):1 915~1 921.

共引文献34

同被引文献15

引证文献2

二级引证文献10

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部