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钢筋混凝土在线腐蚀监测中护环电极智能约束研究 被引量:2

SMART CONFINEMENT OF GUARD RING ELECTRODE TECHNIQUE FOR ONLINE MONITORING OF CORROSION OF REINFORCED CONCRETE
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摘要 基于护环电极(GRE)原理,研究了提高钢筋混凝土在线腐蚀速率测量精度的方法;通过GRE电极将极化电流约束在辅助电极CE投影面区域内的钢筋网架内确定钢筋的被极化面积;同时,采用智能GRE电流约束值修正程序,使钢筋腐蚀速率测量值与均匀极化技术测量值保持一致性.结果表明,GRE约束系数入与混凝土自生电阻率及钢筋腐蚀状态有一定的函数关系,当GRE电流对CE极化电流进行完全约束时即λ=1,钝化态钢筋腐蚀速率将比实际值偏小几倍.要准确测量钢筋锈蚀速率,钢筋自腐蚀电位Ecorr越负,混凝土电阻尺。越小,则约束系数入也必须减小,基于此文中提出了一种基于Ecorr和Rc的智能约束系数计算程序,并研制了便携式在线钢筋锈蚀检测仪.现场试验证明:对于活化态钢筋,λ=0.2-0.6,而对于钝化态钢筋,λ=0.5-0.8时腐蚀速率测量结果较为准确. Based on the principle of the guard ring electrode (GRE) , a guard ring is applied to confine the spread of CE polarization current within a constant area. The quasi-proportional relationship between the confinement efficiency A and the electrical resistivity(pc ) of the concrete and the half-cell potential EHC of the concrete has been found after comparing the results measured by Guard Ring Method(GRM) and Uniform Polarization Method ( UPM ). Full confinement ( λ = 1 ) for the CE polarization current will lead to a underestimation of concrete corrosion rates in passive state. Meanwhile, in order to obtain the accurate corrosion rate, a A value varied with the self corrosion potential Ecorr of the rebar and the concrete resistance Rc by the help of smart arithmetic is more suitable than a constant value generally applied in some commercial corrosion meter. We found that the A value should decrease as Rc decreases and Ecorr going negative. In fact, GRM can give accurate corrosion rate in active rebar state w only when the A ranged in 0. 2 - 0. 6, and in passive state only when the A within the range 0. 5 - 0. 8.
出处 《腐蚀科学与防护技术》 CAS CSCD 北大核心 2009年第3期247-249,共3页 Corrosion Science and Protection Technology
关键词 腐蚀检测 护环电极 约束系数 混凝土电阻 corrosion monitoring guard ring electrode confinement efficiency concrete resistivity
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参考文献7

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二级参考文献10

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共引文献6

同被引文献24

  • 1徐有邻.授人以鱼,不如授人以渔——对混凝土结构教学的建议[J].东南大学学报(哲学社会科学版),2012,14(S2):7-10. 被引量:13
  • 2刘渝根,滕永禧,陈先禄,袁涛.接地网腐蚀的诊断方法研究[J].高电压技术,2004,30(6):19-21. 被引量:84
  • 3王硕,刘渝根,游建川,袁涛.大型接地网腐蚀优化诊断[J].重庆大学学报(自然科学版),2006,29(8):33-35. 被引量:23
  • 4丁元力,董泽华,周华林,佘海龙.基于护环技术的混凝土中钢筋腐蚀监测研究[J].中国腐蚀与防护学报,2006,26(5):257-262. 被引量:7
  • 5Martinez I, Castillo A, Andrade C. Non-destructive electrochemical techniques applied to the corrosion evaluation of the liner structures in nuclear power plants[J].J. Nucl. Mater., 2008, 373(1): 226.
  • 6Subramaniam K V, Bi M. Investigation of the local response of the steel-concrete interface for corrosion measurement[J].Corros. Sci., 2009, 51(9): 1976.
  • 7Poursaee A, Hansson C M. Galvanostatic pulse technique with the current confinement guard ring: The laboratory and finite element analysis[J].Corros. Sci., 2008, 50(10): 2739.
  • 8Feliu S, Gonzalez J A, Andrade C. Effect of current distribution on corrosion rate measurements in reinforced concrete[J].Corrosion, 1995, 51(1): 79.
  • 9Feliu S, Gonzalez J A, Escudero M L, et al. Possibilities of the guard ring for electrical signal confinement in the polarization measurements of reinforcements[J].Corrosion, 1990, 46( 12): 1015.
  • 10Law D W, Millard S G, Bungey J H. Effect of electrode orienta- tion on linear polarization measurements using sensor controlled guard ring[J].Br. Corros. J., 2000, 35(2): 136.

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