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Development of Maintenance Simulation System and Prediction of Chloride Ion Permeation for Marine Concrete Structures

해양콘크리트 구조물의 염해 예측 및 유지보수 시뮬레이션시스템 개발

  • 이창수 (서울시립대학교 토목공학과) ;
  • 김명원 (한국농어촌공사 농어촌연구원)
  • Received : 2012.06.25
  • Accepted : 2012.11.23
  • Published : 2013.01.30

Abstract

As both laboratory accelerated experiment and field exposure experiment were performed, at recent, the fifth field test at five year exposures was proceeded according to long period experimental plan. Field experiment, for the adoption of the developed evaluation model, which is consisted of the analysis of chloride penetration profile at gate bridges of sea-dike completed 30 years ago was carried out during upgrading the basic evaluation model with analyzing the annual field test data. The surface concentration of chlorides was replaced to the concentration of chloride of inner concrete near the surface chlorides among his research results at basic model. Maage's suggestion function was accepted too as a diffusion coefficient of chloride after verifying the change of diffusion coefficient by analysis of annual field test data. The comparison of field data with model predictions and the estimation of remaining life time demonstrates that the proposed updated model and maintenance simulation system can be used to predict the chloride penetration profile in the marine tidal zone and appropriate repair period and cost.

실내촉진실험과 동시에 현장폭로실험을 병행하였기 때문에 연차별 실험계획에 따라 최근 5년차의 현장실험체 분석을 수행하고 모델을 업그레이드하는 과정에서 모델 검증을 위해 준공된 지 30년 가량된 방조제의 배수갑문콘크리트의 염화물 침투프로파일을 분석하였다. Zhang의 연구결과에서 언급된 표면에 가까운 콘크리트내부 염화물 농도를 기본모델의 표면염화물농도 대신으로 적용하였다. 장기간 노출되는 실험체의 염화물 측정자료 분석에서 확산계수의 변화분석을 통하여 Maage의 제안식을 기본모델에 적용하였다. 이렇게 보완된 수정모델을 통하여 예측된 자료와 현장자료를 비교하고, 임계시점, 즉 보수시점을 도출함으로서 본 연구의 제안모델과 유지보수 시스템이 간만대 염화물 침투프로파일 추정과 적정보수 시점 및 비용 예측에 사용될 수 있음을 보였다.

Keywords

References

  1. AASHTO Designation T 277-83, "Standard Method of Test for Rapid Determination of the Chloride Permeability of Concrete", American Association of State Highway and Transportation Officials.
  2. ASTM C 1202-91, "Standard Test Method for Electrical Indication of Concrete's Ability to Resis Chloride Ion Penetration".
  3. B. H Oh, S. Y. Jang and Y. S. Shin, "Corrosion Characteristics of Steel Reinforcements Induced by Internal Chlorides in Concrete and Determination of Chloride Thresholds", Journal of KCI, vol. 11, No. 3, 1999, pp.193-202. (in korean)
  4. D. S. Choi and J. J. Choi, "Experimental Study on the Time-dependent Property of Chloride Diffusivity of Concrete" Journal of KSCE, vol. 29, No. 4A, 2009, pp.365-371. (in korean)
  5. H. J. Jung, G. S Zi, J. S. Kong and J. G. Kang, "Durability Prediction for Concrete Structures Exposed to Chloride Attack Using a Bayesian Approach", Journal of KCI, vol. 20, No. 1, 2008, pp.77-88. (in korean) https://doi.org/10.4334/JKCI.2008.20.1.077
  6. H. J. Jung, H. M. Park, J. S. Kong, G. S. Zi and G. S. Kim, "Development of a Successive LCC Model for Marine RC Structures Exposed to Chloride Attack on the Basis of Bayesian Approach", Journal of KCI, vol. 21, No. 3, 2009, pp.359-366. (in korean) https://doi.org/10.4334/JKCI.2009.21.3.359
  7. H. W. Song, C. H. Lee and K. C. Lee, "A Study on Corrosion Potential of Cracked Concrete Beam According to Corrosion Resistance Assessment", Journal of KSMI, vol. 13, No. 1, 2009, pp.97-105. (in korean)
  8. H. W. Song, S. W. Pack and K. Y. Ann, "Dependent Chloride Transport Evaluation of Concrete Structures Exposed to Marine Environment", Journal of KCI, vol. 19, No. 5, 2007, pp.585-593. (in korean) https://doi.org/10.4334/JKCI.2007.19.5.585
  9. Josef Tritthart, "The influence of the hydroxide concentration in the pore solution of hardened cement paste on chloride binding", Cement and Concrete Research, vol. 19, No. 5, 1989, pp.683-691. https://doi.org/10.1016/0008-8846(89)90039-2
  10. Magne Maage, Steinar Helland, Ervin Poulsen, Oystein Vennesland and Jan Erik Carl, "Service Life Prediction of Existing Concrete Structures Exposed to Marine Environment", ACI Materials Journal, vol. 93, No. 6, 1996, pp.602-608.
  11. Miguel A. Bermudez and Pilar Alaejos, "Models for Chloride Diffusion Coefficients of Concretes in Tidal Zone", ACI Materials Journal, vol. 107, No. 1, 2010, pp.3-11.
  12. N. Takeda, S. Sogo, Sakoda and T. Idemitu, "An Experimental Study on Penetration of Chloride Ions into Concrete and Corrosion of Reinforcing Bars in Various Marine Enveronments", Journal of JSCE, vol. 40, No. 599, 1998, pp.91-104.
  13. S. H. Bae and J. G. Lee, "Durability Evaluation of Concrete Using Ternary Blended Cement", Journal of KSCE, vol. 27, No. 2A, 2007, pp.271-276. (in korean)
  14. S. J. Kwon and S. S. Park, "A Study on Estimation for Chloride Diffusivity in Cracked Concrete in Harbor Structures through Field Survey", Journal of KSCE, vol. 27, No. 5A, 2007, pp.745-752. (in korean)
  15. S. J. Kwon, H. W. Song and K. J Byun, "A Study on Analysis Techniquefor Chloride Penetration in Cracked Concrete under Combined Deteriorarion", Journal of KCI, vol. 19, No. 3, 2007, pp.359-366. (in korean)
  16. S. J. Kwon, H. W. Song, K. J Byun and C. K. Park, "Analysis of Chloride Penetration in Concrete with Mineral Admixtures using Neural Network Algorithm and Micro Modelling", Journal of KSCE, vol. 27, No. 1A, 2007, pp.117-129. (in korean)
  17. S. J. Kwon, S. S. Park and B. C Ro, "Durability Evaluation of Inorganic-Impregnated Concrete Exposed to Long-Term Chloride Exposure Test", Journal of KCI, vol. 20, No. 3, 2008, pp.283-290. (in korean) https://doi.org/10.4334/JKCI.2008.20.3.283
  18. S. J. Kwon, S. S. Park and U. J Na, "Service Life Prediction based on Stochastic Approach for Cracked Concrete Structures exposed to Chloride attack", Journal of KSCE, vol. 27, No. 6A, 2007, pp.881-890. (in korean)
  19. S. J. Park, "The Effect of Entrained Air Contents on the Properties of Freeze-thaw Deterioration and Chloride Migration in Marine Concrete", Journal of KSMI, vol. 12, No. 5, 2008, pp.161-168. (in korean)
  20. S. K. Yang, D. S. Kim, T. S. Um, J. R. Lee and Katsuya Kono, "Study on the Critical Threshold Chloride Content for Steel Corrosion in Concrete with Various Cement Contents", Journal of KCI, vol. 20, No. 4, 2008, pp.415-421. (in korean) https://doi.org/10.4334/JKCI.2008.20.4.415
  21. Weyers, R. E., Service Life Estimates (SHRP-S-668), Strategic Highway Research Program. National Research Council, 1993.
  22. Yi Zhang and Wei-Liang Jin, "Distribution of Chloride Accumulation in Marine Tidal Zone along Altitude". ACI Materials Journal, vol. 108, No. 5, 2011, pp.1-9.

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