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Volume 38 Issue 5
Dec.  2014
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Article Contents
Chen Qing, Song Xiaobing, Zhai Zhiyang. EXPERIMENT ONMONITORING SENSOR FOR THE STEEL CORROSION IN CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 57-59,74. doi: 10.13204/j.gyjz200805013
Citation: Chen Qing, Song Xiaobing, Zhai Zhiyang. EXPERIMENT ONMONITORING SENSOR FOR THE STEEL CORROSION IN CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 57-59,74. doi: 10.13204/j.gyjz200805013

EXPERIMENT ONMONITORING SENSOR FOR THE STEEL CORROSION IN CONCRETE

doi: 10.13204/j.gyjz200805013
  • Received Date: 2007-09-10
  • Publish Date: 2008-05-20
  • A kind of anode-ladder sensor for new concrete structure is introduced. Through measuring the voltage of the anodes and the macrocell currents between the anodes and cathodes in sensor, it is monitored the corrosion risk for the reinforcement in concrete exposed to environments that contain chloride. Tests of the sensor in laboratory show that, this anode-ladder sensor can indicate the depth of the critical chloride content in concrete perfectly, and can judge the corrosion risk for reinforcement before cracks occur.
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  • [2] McCarter W John, aystein Vennesland. Sensor Syst ems for Use in Reinforced Concret e Structures. Construct ion and Building Materials,2004, 18(6) : 351-358
    Bertolimi Luca, Bernhard Elsener, Pietro Pedeferri, et al. Corrosion of Steel in Concrete-Prevent ion, Diagnosis, Repair. Weinheim: WILEYVCH Verlag GmbHCo, 2004
    [3] Raupach M, SchieBl P. Macrocell Sensor Systems f or Monitoring of the Corrosion Risk of the Reinf orcement in Concret e Structures. NDTE
    Internat ional, 2001, 34(6) : 435-442
    [4] Arya C, Vassie P R W. Influence of Cathode-to-Anode Area Ratio and Separat ion Distance on Galvanic Corrosion Currents of St eel in Concrete Containing Chlorides. Cement and Concrete Research, 1995, 25(5) :989-998
    [5] 宋晓冰, 刘西拉. 钢筋混凝土构件中钢筋腐蚀的检测方法: 中国专利, CN1438478. 2003-08-27
    [6] Hansson C M, Pousaee A, Laurent A. Macrocell and Microcell Corrosion of St eel in Ordinary Portland Cement and High Performance Concretes.
    Cement and Concrete Research, 2001, 36(11) : 2 098-2 102
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