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인공해수 건습반복조건에 따른 콘크리트배합별 부식촉진시험법과 염화물 침투해석평가

Evaluate the Concrete mix by Type Accelerated Corrosion Test and Chloride Penetration Analysis with Artificial Seawater Cyclic Wet and Dry Condition

  • 박상순 (상명대학교 건설시스템공학과) ;
  • 김민욱 (상명대학교 건설시스템공학과)
  • Park, Sang-Soon (Department of Civil Engineering, Sang Myung University) ;
  • Kim, Min-Wook (Department of Civil Engineering, Sang Myung University)
  • 투고 : 2013.11.30
  • 심사 : 2013.12.20
  • 발행 : 2013.12.30

초록

해양환경 조건 중 건습반복환경인 간만대는 구조물내 철근부식이 가장 빨리 일어나는 것으로 알려져 있다. 때문에 부식촉진시험 방법 중 간만대 환경을 재현한 시험방법이 가장 활발하게 진행되어왔다. 그러나 많은 연구들이 부식임계농도 추정이나 염화물침투해석에 집중되어 있는 상황이다. 본 논문에서는 건습반복조건의 환경을 재현하여 구조물내 철근부식촉진시험과 염화물 침투해석을 실시하였다. 배합에 사용된 재료의 종류를 변수로 시험을 실시하였으며, 철근부식모니터링 방법으로 갈바닉 전위측정법과 반전지전위법을 사용하여 철근부식의 유무를 판단하였다. 부식촉진시험결과 각 배합별로 부식기간이 차이가 났으며, 순서는 OPC > FA > BS > 고강도 순으로 나타났다. 부식촉진시험과 동일한 조건으로 FEM 내구성 해석 프로그램인 DuCOM, RCPT 시험을 실시하여 실험결과 값에 대한 타당성을 입증하였다.

Cyclic wet and dry conditions in the marine environment structures corrosion is known to be the fastest rising. For that reason, accelerated corrosion test methods for the reproduction of tidal environment has been actively conducted. However, many studies have estimated threshold value for steel corrosion or concentrated in chloride penetration analysis. In this study, cyclic wet and dry conditions to reproduce the structure of the environment in accelerated corrosion and chloride penetration test analysis was performed. Corrosion was determined by the result of reinforcement corrosion monitoring based on galvanic potential measurement and half-cell potential method. Accelerated corrosion test results for each formulation was different corrosion periods, the order OPC> FA> BS> High-strength concrete. FEM durability interpretation program DuCOM was conducted under the same conditions as in accelerated corrosion test. The experimental RCPT tests demonstrated the validity of the result.

키워드

참고문헌

  1. Jung, R. (2002) "Development of Measurement Techniques According to the Corrosion Level of Embedded Reinforcement and Evaluation of Structural Performance of Corroded Reinforced Concrete Structures," Dankook University, Korea.
  2. KS F 2711 (2002) "Testing method for resistance of concrete to chloride ion penetration by electrical conductance," Korean Industrial Standards.
  3. No, S.J. (2003) "Study on the evaluation of corrosion protection effect with $LiNO_2$ inhibitor using corrosion sensor," M.S. Hanyang University, Korea.
  4. Lee, H.W. (2004) "A study on numerical modeling of nondestructive surface measurement method for steel corrosion in concrete," M.S. Yonsei University, Korea.
  5. Kim, J.G. (2004) "Development of crack control technique of concrete structures," KIST.
  6. Lee, S.H. (2005) "Studies on the Durability Design of Reinforced Concrete Structures," M.S. Changwon University, Korea.
  7. Oh, B.H., Lee, S.K., Lee, M.K., Jung, S.H. (2005) "Influence of Carbonation for Chloride Diffusion in Concrete," Journal of Korea Concrete Institute 17(2) 179-189. https://doi.org/10.4334/JKCI.2005.17.2.179
  8. Lee, S.S. (2007) "(A) study on the improved durability design of concrete bridge in a marine," M.S. Yonsei University, Korea.
  9. Hong, I.S. (2008) "Estimation of Critical Chloride Content for Corrosion of Reinforcing Steel in Concrete by Cyclic Wet and Dry Salt Water Method," M.S. Andong University, Korea.
  10. KS F 2599-2 (2008) "Standard test method for the accelerated corrosion of reinforced concrete (wet-drying cycles method)," Korean Industrial Standards.
  11. Lee, C.H. (2009) "Experimental Study on Artificial Crack Healing for Concrete Using Electrochemical Deposition Method," Journal of Korea Concrete Institute 21(4) 409-417. https://doi.org/10.4334/JKCI.2009.21.4.409
  12. Song, H.W. (2009) "A Study on Corrosion Potential of Cracked Concrete Beam According to Corrosion Resistance Assessment," Journal of Structural Maintenance Korea 13(1) 97-105.
  13. Lim, J.S. (2010) "Durability Assessment of Railway Structure under Marine Environments," M.S. Seoultech University, Korea.
  14. Choi, P.G. (2010) "Early-Age Shrinkage and Air Void Structure of Very-Early Strength Latex-Modified Concrete Using Ultra-Fine Fly Ash," Ph.D thesis, Kangwon University, Korea.
  15. Kang, G.H. (2011) "Evaluation of chloride attack resistibility of concrete damaged considering finish surface coatings," M.S. DongEui University, Korea.
  16. Lee, H.J. (2011) "An experimental study on the alkali-activated slag cement using recycling water of ready mixed concrete," M.S. Hanyang University, Korea.
  17. Ryu, D.W. (2012) "An Experimental Study on the Freezing-Thawing and Chloride Resistance of Concrete Using High Volumes of GGBS," Journal of Korea Institute Building Construction 12(3) 315-322. https://doi.org/10.5345/JKIBC.2012.12.3.315
  18. Gowripalan, N. and Mohamed, H. M.(1998). "Chloride Ion Induced Corrosion of Galvanized and Ordinary Steel Reinforcement in High-performance Concrete," Cement Concrete Reserch, 28(8) 1119-1131. https://doi.org/10.1016/S0008-8846(98)00090-8
  19. ASTM C 876-91(1999), Standard Test Method for Half-cell Potentials of Uncoated Reinforcing Steel in Concrete.
  20. Karthik, Obla (2000) "Durability of Concrete Containing Fine Pozzolan," International HPC Symposium in Orlando, Floride.
  21. JCI SC3 (1991), "The accelerated corrosion test for reinforcing steel in concrete