• Title/Summary/Keyword: Cr강방식철근

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Corrosion Resistance of Cr-bearing Rebar in Concrete Subjected to Carbonation and Chloride Attack (중성화와 염해의 복합 열화 환경하의 콘크리트 내에서의 Cr강방식철근의 방식성)

  • Tae, Sung-Ho
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.10 no.3
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    • pp.115-122
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    • 2006
  • Ten types of steel bars having different Cr contents were embedded in concretes with chloride ion contents of 0.3, 0.6, 1.2, and $2.4kg/m^3$ to fabricate specimens assuming such deteriorative environments. After being carbonated to the reinforcement level, these concretes were subjected to corrosion-accelerating cycles of heating/cooling and drying/wetting. The time-related changes in the corrosion area and corrosion loss of the Cr-bearing rebars were then measured to investigate their corrosion resistance. The results revealed that in a deteriorative environment prone to both carbonation and chloride attack, corrosion resistance was evident with a Cr content of 7% or more and 9% or more in concretes with chloride ion contents of 1.2 and $2.4kg/m^3$, respectively.

Corrosion Resistance of Cr-bearing Rebar to Macrocell Corrosion Caused by Concrete with Crack (피복 콘크리트의 균열 발생에 기인한 매크로셀 부식 환경하에서의 Cr강방식철근의 방식성)

  • Tae, Sung-Ho
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.10 no.4
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    • pp.79-86
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    • 2006
  • This study was investigated to corrosion resistance of Cr-bearing rebars to macrocell corrosion caused by concrete with crack. Ten types of steel bars having different Cr contents were embedded in concretes with imitation crack. The corrosion resistance of the Cr-bearing rebar was examined by measuring half-cell potential, macrocell corrosion current, corrosion area and weight loss up to 105 cycles of salt spray testing. The results revealed that the Cr content required for corrosion resistance in a macrocell corrosion environment caused by chloride ion gap of $3kg/m^3$ was 9% or more. The corrosion-resisting performance of Cr-bearing rebar was particularly noticeable with a Cr content of 11% or more.

Galvanic Coupling between Carbon Steel and Cr-bearing Rebar in Concrete (콘크리트 내에서의 Cr강방식철근과 보통강재와의 갈바닉 부식에 관한 연구)

  • Tae Sung Ho;Lee Han Seung;Cheong Hai Moon;An Tai Song
    • Proceedings of the Korea Concrete Institute Conference
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    • 2005.11a
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    • pp.479-482
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    • 2005
  • The galvanic currents between carbon steel and Cr-bearing rebars have been studied in concrete subjected to carbonation and chloride attack. The results revealed that in case of SD345 contacted with Cr-bearing rebar in concrete under chloride attack environment and carbonation environment, the corrosion acceleration by galvanic corrosion is not generated. Therefore, Cr-bearing rebar can be used together with the carbon steel in the new establishment structure.

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