DOI QR코드

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배합변수에 따른 라텍스 개질 콘크리트 내에 정착된 보강철근의 부식개시시기 예측

Prediction of Corrosion Threshold Reached at Steel Reinforcement Embedded in Latex Modified Concrete with Mix Proportion Factor

  • 박성기 ((주) 승화이엔씨 기술연구소) ;
  • 원종필 (건국대학교 사회환경시스템공학과) ;
  • 박찬기 (공주대학교 지역건설공학) ;
  • 김종옥 (공주대학교 지역건설공학)
  • 발행 : 2008.11.30

초록

This study were predicted the corrosion threshold reached at steel reinforcement in latex modified concrete(LMC) which were applied the agricultural hydraulic concrete structures. Accelerated testing was accomplished to the evaluate the diffusion coefficient of LMC mix, and the time dependent constants of diffusion. Also, the average chloride diffusion coefficient was estimated. From the average chloride ion diffusion coefficient, the time which critical chloride contents at depth of reinforcement steel was estimated. Test results indicated that the corrosion threshold reached at reinforcement in LMC were effected on the mix proportion factor including cement contents, latex content, and water-cement ratio. Especially, the average chloride diffusion coefficient, the corrosion threshold reached at reinforcement in LMC were affected by the all mix proportion factor.

키워드

참고문헌

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