期刊文献+

杂散电流对地下结构混凝土中氯离子传输过程的影响 被引量:8

Influence of stray current on chloride ion transport mechanism in underground structure concrete
下载PDF
导出
摘要 为了研究杂散电流对地下结构混凝土中氯离子传输性能的影响,进行了四种不同杂散电流强度下C55双掺(粉煤灰和矿渣)混凝土试件在氯盐溶液中的腐蚀试验。结果表明:存在杂散电流情况下,混凝土内氯离子传输以电迁移为主,且不均匀电场中侵入氯离子浓度分布与电场强度分布相关;杂散电流强度越大,侵入混凝土中的氯离子含量越多,氯离子含量越高,反应生成了更多的Friedel盐;杂散电流能够显著降低水泥材料对氯离子的结合能力,其作用在于削弱了混凝土对氯离子的物理吸附作用,使得部分结合状态的氯离子转变为自由氯离子。 To investigate the impact of stray current on the transport mechanism of chloride ion in underground structure concrete, four levels of stray current was applied to the corrosion tests of C55 double - mixture concrete ( fly ash and slag ) in chloride solution. The tests results show that, with the existence of stray current, the transport of chloride ion is charged by the electromigration and the concentration of chloride ion is affected by the intensity of the electric field under a nonuniform electric field.With the increase in stray current strength, more chloride ions immigrate into concrete that results in a high concentration of chloride and more production of Friedel's salt. The stray current can remarkably bring down the binding capacity of cementitious materials to the chloride ions. This is due to the physical adsorption of concrete to chloride is weakened and part of bounded chloride ions turn into free chlorine ions.
出处 《混凝土》 CAS 北大核心 2016年第1期75-78,83,共5页 Concrete
基金 国家973计划项目(2011CB013800) 江苏省自然科学基金(BK20130943) 江苏省高校自然科学基金面上项目(13KJB560004)
关键词 杂散电流 氯离子 混凝土 固化率 氯离子含量 stray current chloride concrete curing rate chloride ion content
  • 相关文献

参考文献8

二级参考文献32

  • 1施惠生,王琼.海工混凝土使用寿命预测研究[J].建筑材料学报,2004,7(2):161-167. 被引量:36
  • 2李锦萍,李永刚,王竹.地铁杂散电流模拟检测系统的设计[J].首都师范大学学报(自然科学版),2004,25(4):23-25. 被引量:4
  • 3胡红梅,马保国.矿物功能材料的Cl^-结合能力[J].建筑材料学报,2004,7(4):406-410. 被引量:18
  • 4刘芳,宋志刚,潘仁泉,金伟良.用Fick第二定律描述混凝土中氯离子浓度分布的适用性[J].混凝土与水泥制品,2005(4):7-10. 被引量:16
  • 5MONICA P,PHILIPPE G. Reliability approach to service life prediction of concrete exposed to marine environment[J]. ACI Material Journal,1996,93(6) :522-544.
  • 6STANISH K,THOMAS H R D. A novel method for describing chloride ion transport due to an electrical gradient in concrete;Part 1. Theoretical description[J]. Cement and Concrete Research,2004,34(1) :43-49.
  • 7STANISH K,THOMAS H R D. A novel method for describing chloride ion transport due to an electrical gradient in concrete: Part 2. Experimental study[J]. Cement and Concrete Research,2004,34(1) :51-57.
  • 8LUCA B, MADDALENA C, PIETRO P. Corrosion behavior of steel in concrete in the presence of stray current[J]. Corrosion Science, 2007,49(3) : 1056-1068.
  • 9[4]Tang L, Nilsson L. Chloride binding capacity and binding isotherm of OPC pastes and mortars[J]. Cement and Concrete Research, 1993, 23(2) :247 - 253.
  • 10Goni S, Andrade C, Page C L. Corrosion hehaviour of steel in high alumina cement mortar sample: effect of chloride [J]. Cement and Concrete Research, 1991, 21(4): 635-646.

共引文献86

同被引文献71

引证文献8

二级引证文献18

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