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An Experimental Study on the Resistance to Penetration of Harmful Ions in Surface Coatings Material Containing Organic Corrosion inhibitor

유기계 방청제를 혼입한 표면피복재의 유해이온 침투저항에 관한 실험적 연구

  • Ryu, Hwa-Sung (Hanyang Experiment and Consulting, Hanyang University ERICA) ;
  • Shin, Sang-Heon (Hanyang Experiment and Consulting, Hanyang University ERICA) ;
  • Lee, Han-Seung (Department of Architectural Engineering, Hanyang University ERICA)
  • Received : 2016.12.29
  • Accepted : 2017.03.02
  • Published : 2017.04.20

Abstract

In general, carbonation and chlorine ions are the most harmful causes of deterioration of concrete structures. Recently, a method has been developed to control the corrosion of rebar in concrete containing chloride by impregnating a Surface coating material with a inhibitor. In this study, accelerated carbonation and differential thermogravimetric analysis (TG-DTA) and CASS tests were carried out to evaluate the characteristics of Surface coatings containing Organic Corrosion inhibitors which are excellent in corrosion inhibition and fix degradation causes $CO_2$ and $Cl^-$. As a result of the experiment, TG-DTA analysis and accelerated carbonation showed that $CO_2$ was directly reacted with amine derivative in concrete by the incorporation of Organic Corrosion inhibitor. In other words, $CO_2$ was immobilized and carbonation inhibition effect was confirmed. In addition, in the CASS test, the specimen coated with the Surface coating material containing the Organic Corrosion inhibitor with $Cl^-$ fixing property showed no corrosion until the 28th day and had excellent performance in preventing corrosion of a rebar by the chloride ion.

일반적으로 크리트 구조물의 열화를 발생하는 가장 중요한 원인은 탄산화와 염소이온이다. 대체적으로 많은 콘크리트 구조물에서 탄산화와 염소이온으로 인하여 철근이 부식되며 이에 대한 많은 연구가 이루어지고 있다. 특히, 최근에는 보수용으로서 콘크리트 보호용 표면피복재에 방청제를 함침시켜, 염화물을 포함하고 있는 콘크리트 내 철근의 부식을 억제하는 공법도 개발되어지고 있다. 이에, 본 연구에서는 기존 보수재료 보다 부식 억제가 우수하고 열화원인인 $CO_2$$Cl^-$를 고정하는 유기계방청제를 혼입한 표면피복재의 특성 평가를 위해 촉진탄산화 및 시차 열 중량분석(TG-DTA), CASS시험를 실시하여 특성을 실험적으로 평가하였다. 실험 결과, TG-DTA 분석과 촉진탄산화를 통하여 유기계방청제 혼입으로 시멘트 콘크리트에 $CO_2$가 아민유도체와 직접적으로 반응하여 탈 양성자화 되면서 산성상태의 물질을 생성하여 안정화된 상태, 즉 $CO_2$가 고정화되어 탄산화 억제효과가 있음을 확인 하였다. 또한, CASS실험에서도, $Cl^-$ 고정 특성이 있는 유기계 방청제가 혼입된 표면피복재를 도포한 시험체의 경우, 28일째까지도 적청 발생이 관찰되지 않았으며 염화물에 의한 철근 부식을 방지하는데 우수한 성능으로 가지고 있음을 확인하였다.

Keywords

References

  1. James M. Gaidis. Chemistry of corrosion inhibitors, Cement and Concrete Composites. 2004 Apr;(26):181-9. https://doi.org/10.1016/S0958-9465(03)00037-4
  2. Lee HS, Tomosawa F, Noguchi T. Effects of rebar corrosion on the structural performance of singly reinforced beams. Durability of Building Materials and Components. 1996 May:7(1):571-80.
  3. Gouda V, Corrosion K. Corrosion inhibition of reinforcing steel:1-immersion in alkaline solution. British Corrosion Journal. 1970 Sep;5(10):198-203. https://doi.org/10.1179/000705970798324450
  4. Moon HY, KIM SS. Effect of corrosion inhibitor for reinforcing steel in concrete containing chlorides. Journal of the Korea Concrete Institute, 1998 Dec;10(6):325-33.
  5. Lee HS, Na JI, Park SM. The development of repair system for RC members with damaged by rebar corrosion using inhibitor with high nitrite content. Journal of the Korea Concrete Institute. 2001 Dec;13(1):359-64.
  6. Ryu HS, Kim YS, Kim SK, Lee HS. A study on the anti-corrosion properties of organic and inorganic inhibitor by electrochemical evaluation method in saturated aqueous solution of calcium hydroxide. Journal of the Korea Institute for Structural Maintenance and Inspection. 2013 Jul;10(18):66-74.
  7. Yun SY, Lee HS. Estimation of optimum maintenance cycle for the chloride damaged RC structure. The Korea Institute of Building Construction. 2010 May;17(4):235-6.
  8. Kim, M, Park, JW. Reversible, solid stat capture of carbon dioxide by hydroxylated amines. Chemistry Commun. 2010 Oct;46(10):2507-9. https://doi.org/10.1039/b921688j
  9. Ormellese M Berra, M. olzoni F, Pastore T. Corrosion inhibitors for chlorides induced corrosion in reinforced concrete structures. Cement and Concrete Research. 2006 Feb:36(10):536-47. https://doi.org/10.1016/j.cemconres.2005.11.007
  10. Maeder U. A new class of corrosion inhibitors for reinforced concrete. In Proceedings of the 9th Asian-Pacific Corrosion Control Conference; 1995 May 19-20; Taiwan: Corrosion Prevention for Industrial Safety and Environmental Control, Taiwan. 1995. p.825-30.
  11. J. Kropp, H.K. Hilsdorf, E. FN SPON, RILEM Report. Performance criteria for concrete durability, state of the art report prepared RILEM Technical Committee TC 116-PCD, Performance of Concrete as a Criterion of its Durability; 1995 Feb: 244p. Report No.:12.
  12. Kwon SJ, Song HW, Park SS. A study on change in cement mortar characteristics under carbonation based on tests for Hydration and Porosity. Journal of the Korea Concrete Institute. 2007 Oct:19(5):613-21. https://doi.org/10.4334/JKCI.2007.19.5.613