DOI QR코드

DOI QR Code

하이볼륨 플라이애시 콘크리트의 철근부식 및 염소이온 확산 특성

Characteristics for Reinforcement Corrosion and Chloride Ion Diffusion of High Volume Fly Ash Concrete

  • 권순오 (안동대학교 토목공학과) ;
  • 배수호 (안동대학교 토목공학과) ;
  • 이현진 (안동대학교 토목공학과) ;
  • 정상화 (한국건설생활환경시험연구원 첨단건설재료센터)
  • Kwon, Soon-Oh (Department of Civil Engineering, Andong National University) ;
  • Bae, Su-Ho (Department of Civil Engineering, Andong National University) ;
  • Lee, Hyun-Jin (Department of Civil Engineering, Andong National University) ;
  • Jung, Sang-Hwa (Korea Confirmity Laboratories)
  • 투고 : 2014.02.25
  • 심사 : 2014.03.19
  • 발행 : 2014.03.30

초록

이 연구의 목적은 하이볼륨 플라이애시(HVFA) 콘크리트의 강도수준 및 플라이애시의 혼입률별로 콘크리트 내의 철근부식 및 염소이온 침투 저항성을 평가하는 것이다. 이를 위하여 물-결합재비 및 플라이애시 혼입률에 따라 철근 상부를 노출시킨 원주형 공시체와 통상적인 원주형 공시체를 제작하였으며, 이들 각각에 대해 압축강도 및 염소이온 침투 저항성 시험과 전기화학적 방법에 의한 철근부식 촉진시험을 수행하였다. 실험 결과, 대체적으로 플라이애시 혼입률이 많을수록 HVFA 콘크리트의 압축강도는 감소하였으나, 철근부식 및 염소이온 침투 저항성은 크게 개선되는 것으로 나타났다.

The purpose of this experimental research is to evaluate the resistance of reinforcement corrosion and chloride ion penetration of high volume fly ash (HVFA) concrete. For this purpose, concrete test specimens were made for various strength level and replacement ratio of fly ash, and then compressive strength and diffusion coefficient for chloride ion of them were measured for 28, 91 and 182 days, respectively. Also, corrosion monitoring by half cell potential method was carried out for the made lollypop concrete test specimens to detect the time of corrosion initiation for reinforcement in concrete. As a result, it was observed from the test results that compressive strength of HVFA concrete was decreased with increasing replacement ratio of fly ash but long-term resistance against reinforcement corrosion and chloride ion penetration of that was increased.

키워드

참고문헌

  1. ASTM C 876. (1991). Standard Test Method for Half-Cell Potentials of Uncoated Reinforcing Steel in Concrete, American Society for Testing and Materials.
  2. ASTM D 1141. (1998). Standard Practice for the Preparation of Substitute Ocean Water, American Society for Testing and Materials.
  3. Bae, S.H., Lee, K.M,, Kim. J.S., and Kim, Y.S. (2007). Estimation of Critical Chloride Content for Corrosion of Reinforcing Steel in Concrete by Accelerated Corrosion Tests, Journal of the Korean Society of Civil Engineers, 27(5), 771-776 [in Korean].
  4. Bae, S.H., Park, J.I., Lee, K.M., and Choi, S. (2009). Influence of Mineral Admixtures on the Diffusion Coefficient for Chloride Ion in Concrete, Journal of the Korean Society of Civil Engineers, 29(4), 347-353 [in Korean].
  5. Jung, S.H., Choi, Y.C., Moon, K.D., and Choi, Y.J. (2012). "Development of green construction materials utilizing high volume coal combustion products," Proceedings of the Korean Recycled Construction Resource Institute, 12(1), 169-172 [in Korean].
  6. Kim, Y.J., Lee, S.S., Kim, D.S., and Yoo, J.K. (2004). Effect of the Kinds and Replacement Ratio of Mineral Admixtures on the Development of Concrete Resistance against the Penetration of Chloride Ions, Journal of Korea Concrete Institute, 16(3), 319-326 [in Korean]. https://doi.org/10.4334/JKCI.2004.16.3.319
  7. Korea Concrete Institute. (2009). Standard Concrete Specification. Korea Concrete Institute.
  8. KS F 2405. (2010). Standard test method for compressive strength of concrete, Korean Standards Association.
  9. Kwon, S.O. (2013). Comparative Analysis on Experimental Method of Diffusion Coefficient for Chloride Ion in Concrete, M.S. thesis, Andong National University, Korea.
  10. Kwon, S.O., Bae, S.H., Goo, M.S., and Lee, H.J. (2013a). "Resistance Estimation against Chloride Attack of High Volume Fly Ash Concrete," Proceedings of the Korean Recycled Construction Resource Institute, 13(1), 110-113 [in Korean].
  11. Kwon, S.O., Bae, S.H., Goo, M.S., Lee, H.J., and Jung, S.H. (2013b). "Comparative Evaluation for Resistance to Chloride Attack of High Volume Fly Ash and Plain Concrete according to Strength Level," Proceedings of the Korean Recycled Construction Resource Institute, 13(2), 15-18 [in Korean].
  12. Kwon, S.O., Bae, S.H., Goo, M.S., Lee, H.J., and Jung, S.H. (2013c). "Resistance Evaluation to Reinforcement Corrosion and Chloride Ion Penetration of High Volume Fly Ash Concrete," Proceedings of the Korean Society of Civil Engineers, 1336-1339 [in Korean],
  13. Malthotra, V.M., and Mehta, P.K. (2002). High-performance, high-volume fly ash concrete, Suppementary Cementing Materials for Sustainable Development, 9(3), 101.
  14. NT BUILD 492. (1999). Concrete, Mortar and Cement Based Repair Materials, Chloride Migration Coefficient from Non-Steady-State Migration Experiments, Nordtest.
  15. Oh, S.G. (2011). An Evaluation of Chloride Attack Resistibility of Concrete Mixed with Fly Ash, Journal of the Architectural Institute of Korea Structure & Construction, 27(6), 91-98 [in Korean].
  16. Park, J.I. (2013). Resistance against Chloride Ion Penetration of Concrete Containing Mineral Admixtures, Ph.D thesis, Andong National University, Korea.