期刊文献+

钢筋在混凝土模拟孔溶液中的腐蚀研究 被引量:2

On Corrosion of Steel Bars Embedded in Simulated Pore Solution of Concrete
下载PDF
导出
摘要 钢筋锈蚀是影响混凝土结构耐久性的主要因素.研究了模拟孔溶液pH值、Cl-浓度、SO42-浓度以及空气等对钢筋锈蚀的影响.试验结果表明:随溶液pH值降低,钢筋锈蚀程度增加.随孔溶液中Cl-浓度增加,锈蚀钢筋增重率线性增加.依据钢筋增重率判断,Cl-导致钢筋锈蚀临界值为0.065%.氯盐溶液中SO42-存在使钢筋锈蚀速度变为原来的2~3倍.将腐蚀溶液中钢筋与空气隔绝将延缓钢筋锈蚀. The corrosion of steel bars is the key factor to influence the durability of concrete structures.The influence of the pH value,chloride ions concentration,sulfate ions concentration and isolated air in the simulated pore solution on the corrosion of the reinforcement has been investigated.The experimental results show that the corrosion ratio of steel increases along with the reduced pH value in the simulated pore solution.And the gained mass ratio of steel increases as linear equation with the chloride ions concentration increasing in the pore solution.The value of critical corrosion of steel in concrete caused by the chloride ions is 0.065% according to the gained mass ratio of steel in the simulated pore solution.The presence of sulfate ions in the chloride solution accelerates the corrosion of steel bars to 2~3 times.Additionally,the corrosion of steel retards when it is isolated from air.
出处 《青岛理工大学学报》 CAS 2010年第3期12-16,共5页 Journal of Qingdao University of Technology
基金 国家自然科学基金资助项目(50708046) 山东省教育厅项目(J08LA04) 铁道部科技研究开发计划项目(2008G031-14)
关键词 钢筋锈蚀 混凝土 PH值 Cl- SO42- steel corrosion concrete pH value chloride ion sulfate ion
  • 相关文献

参考文献10

二级参考文献56

  • 1王军,李悦.矿渣水泥混凝土抗海水侵蚀性能试验研究[J].腐蚀与防护,2006,27(8):397-399. 被引量:7
  • 2龚洛书 柳春圃.混凝土的耐久性及其防护修补[M].北京:中国建筑工业出版社,1990..
  • 3[1]LCCA Requirements FHWA-HNG-40. National Highway System Designa-tion Act. 1996
  • 4[4]Neal S Berke. Protection Against Chloride Induced Corrosion. Concrete International, 1988(12)
  • 5JTJ270-98.水运工程混凝土试验规程[S].[S].,..
  • 6龚洛书 柳春圃.混凝土的耐久性及其防护修补[M].中国建筑工业出版社,1990..
  • 7Tom Lorentz and Catherine French.Corrosion of Reinforcing Steel in Concrete:Effects of Materias,Mix Composition,and Cracking[J].ACI MaterialsJournal/March-April 1995.
  • 8Rachel J.Detwiler,Knut O.Kjellsen.Resistance to Chloride Intrusion of Concrete Cured at Different Temperatures[J].ACI Materials Journal/January-February 1991.
  • 9K.R.Gowers and S.g.Millard Measurement of Concrete Resistivity for Assessment of Corrosion Sevierity of Steel Using Wenner Technique[J].ACI Materials Journal/September-October 1999.
  • 10Nobuaki Otsuki,Shin-ichi Miyazato.Influences of Bending Crack and Water-Cement Ration on Chloride-Induced Corrosion of Main Reinforcing Bars and Stirrups[J].ACI Materials Journal/July-August 2000.

共引文献279

同被引文献14

引证文献2

二级引证文献9

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