• 제목/요약/키워드: Reinforcing Electrode Potential

검색결과 3건 처리시간 0.022초

콘크리트중의 철근부식에 대한 비파괴 진단방법에 관한 연구 (Non-Destructive Diagnosis on the Corrosion of Reinforcing Bar in Concrete)

  • 윤재환
    • 콘크리트학회지
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    • 제4권2호
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    • pp.75-81
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    • 1992
  • 염분을 함유한 철근콘크리트중의 철근부식에 관한 2년 촉진시험으로부터 콘크리트표면에서 측정한 자연전위값과 실제의 철근 부식상황과를 비교한 결과 철근의 수식상황을 자연전위법을 이용하여 비파괴적으로 진단하는 방법이 유효함을 알았다. 포화칼로멜전극을 사용했을 경우 -300mV이하이면 부식이 발생하였으며 -200mV이상이면 부식이 발생하지 않았다. 또한 부시공시체에 대한 휨강도시험도 행하였으며 중성화에 대한 검토로 행하였다.

염분침투에 의한 해안 콘크리트 구조물의 철근부식에 관한 실험적 연구 (A Exprimental Study on the Corrosion of Reinforcing Steel in a Coastal Concrete Structure due to the Attack of Chloride Ions)

  • 안상섭;김은겸;신치범;조원일;이윤한
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1997년도 가을 학술발표회 논문집
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    • pp.263-268
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    • 1997
  • One of the principal causes of the deterioation of coastal concrete structures is the corrosion of reinforcing steel induced by the attack of chloride ions. An experimental study was performed to investigate the distribution of concentration of chloride ions in a coastal concrete structure and to measure the half-cell potential of embedded steel by using the copper-copper sulfate reference electrode. Quantitative analysis showed that the concentration of chloride ion in the aqueous phase near the surface of embedded steel exceeded a threshold value for corrosion, 0.05% by weight in concrete. The absolute value of half-cell potential at some members of embedded steel was measured to be higher than 350mV, indicating that the probability of corrosion is more than 90%. The prediction on corrosion based on the experimental measurements was confirmed by the observation of corrosion on the surface of steel bars in the concrete core taken out of the concrete structure.

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장기폭로실험에 의한 철근콘크리트 보수재료공법 시스템의 열화특성 평가에 관한 연구 (A Study on the Evaluation of Deterioration Properties of Reinforced Concrete Applied Repair Material and Method System by Long Term Exposure Experiment)

  • 최형길;신관수;신승봉;나철성;김규용;김무한
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2007년도 춘계학술논문 발표대회
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    • pp.129-132
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    • 2007
  • In this study, for the establishment of the performance evaluation methods of repair material and method for reinforced concrete structure and the quality control standards of durability recovery method, the quantitative exposure data by exposure experiment under the coastal and normal atmosphere environment is accumulated and analyzed. Investigating and evaluating the result of exposure experiment during 54 months of exposure age under the coastal and normal atmosphere environment, Micro crack, swelling and spatting of surface coating material, crack of repair boundary parts and the great potential difference between repair part and non-repair part were somewhat generated. And the result shown that exposure specimen of coastal environment had lower electrode potential than exposure specimen of normal atmosphere environment.

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