콘크리트학회논문집 (Journal of the Korea Concrete Institute)

  • 제20권4호
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  • Pages.439-449
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  • 2008
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  • 1229-5515(pISSN)
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  • 2234-2842(eISSN)
한국콘크리트학회 (Korea Concrete Institute)
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삼성분계 혼합콘크리트의 염화물 침투 저항성 및 내구성에 대한 고찰

Chloride Penetration Resistance of Ternary Blended Concrete and Discussion for Durability

  • 송하원 (연세대학교 사회환경시스템공학부) ;
  • 이창홍 (연세대학교 사회환경시스템공학부) ;
  • 이근주 (연세대학교 사회환경시스템공학부) ;
  • 김재환 (연세대학교 사회환경시스템공학부) ;
  • 안기용 (연세대학교 사회환경시스템공학부)
  • Song, Ha-Won (Dept. of Civil and Environmental Engineering, Yonsei University) ;
  • Lee, Chang-Hong (Dept. of Civil and Environmental Engineering, Yonsei University) ;
  • Lee, Kewn-Chu (Dept. of Civil and Environmental Engineering, Yonsei University) ;
  • Kim, Jae-Hwan (Dept. of Civil and Environmental Engineering, Yonsei University) ;
  • Ann, Ki-Yong (Dept. of Civil and Environmental Engineering, Yonsei University)
  • 발행 : 2008.08.31
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초록

혼화재를 사용한 혼합콘크리트는 콘크리트의 품질을 개선시키며 지속가능한 콘크리트구조물의 건설에도 기여하고 있다. 실리카퓸 (SF), 고로슬래그미분말 (GGBS), 플라이애쉬 (PFA) 등의 시멘트계 결합재는 고성능콘크리트의 혼화재로서 인식이 증가되고 있으나, 삼성분계 혼합콘크리트에 대한 연구는 매우 제한적이며, 특히 염해에 의한 부식저항성 측면에서의 연구는 상당히 취약한 실정이다. 본 연구에서는 보통포틀랜드시멘트의 경우를 50%의 치환율로 고정한 후 고로슬래그미분말의 경우는 $20{\sim}40%$, 실리카퓸의 경우에는 $5{\sim}15%$, 플라이애쉬의 경우는 $10{\sim}45%$로 치환한 경우의 각종 배합에 의한 염해부식저항성에 관한 실험연구를 수행하였다. 삼성분계 혼합콘크리트의 염해부식저항성을 평가한 본 연구에서는, 수행 실험으로서 부식 저항성 실험, 염소이온 고정화 능력 실험, 급속 염화물 촉진 실험, 산중성화 저항 능력 실험 등을 수행하였다. 연구 결과로서, 삼성분계 콘크리트는 미세구조를 치밀화 하여 염소이온의 이동을 지연시키고 있음을 확인하였다. 또한, 염분을 함유한 삼성분계 혼합콘크리트 내의 염소이온 고정화 능력 및 산중성화 저항 능력이 크게 개선되고 있음을 확인하여 염해에 대한 부식 저항성이 향상됨을 알 수 있었다.

Mineral admixtures are used to improve the quality of concrete and to develop sustainability of concrete structures. Supplementary cementitious materials (SCM), such as silica fume (SF), granulated blast furnace slag (GGBS) and pulverized fly ash (PFA), are gradually recognized as useful mineral admixture for producing high performance concrete. The study on ternary blended concrete utilizing mainly three major mineral admixtures is limited and the study on durability and chloride induced corrosion resistance of ternary blended concrete is very few. This study examines the durability characteristics of the ternary blended concrete composed of different amount of the SCM with ordinary Portland concrete and the study experimentally focuses on corrosion resistance evaluation of ternary blended concrete subjected to chloride attack. In this study, 50% replacement ratio of mineral admixture to OPC was used, while series of combination of $20{\sim}40%$ GGBS, $5{\sim}15%$ SF and $10{\sim}45%$ PFA binder were used for chloride corrosion resistance test. This study concerned the durability properties of the ternary blended concrete including the corrosion resistance, chloride binding, chloride transport and acid neutralization capacity. It was found that the ternary blended concrete utilizing the SCM densified the pore structures to lower the rate of chloride transport. Also, increased chloride binding and buffering to acid were observed for the ternary blended concrete with chlorides in cast.

키워드

참고문헌

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피인용 문헌

  1. Durability Assessment of High Strength Concrete with High Volume Mineral Admixture vol.27, pp.6, 2015, https://doi.org/10.4334/JKCI.2015.27.6.641
  2. An Experimental Study on the Chloride Attack Resistibility of Alkali-Activated Ternary Blended Cement Concrete vol.16, pp.4, 2016, https://doi.org/10.5345/JKIBC.2016.16.4.321
  3. Performance Based Evaluation of Concrete Chloride Diffusion Resistance from Wind Speed-Sunlight Exposure Time Curing Conditions of Climate Change vol.28, pp.5, 2016, https://doi.org/10.4334/JKCI.2016.28.5.601
  4. The Influence of Specimen Volume on the Adiabatic Temperature Rise of Concrete vol.24, pp.6, 2012, https://doi.org/10.4334/JKCI.2012.24.6.659
  5. A Comparative Study on Strength Development, Chloride Diffusivity and Adiabatic Temperature Rise of Marine Concrete Depending on Binder Type vol.25, pp.4, 2013, https://doi.org/10.4334/JKCI.2013.25.4.411
  6. The Effect of Specimen Size on the Results of Concrete Adiabatic Temperature Rise Test with Commercially Available Equipment vol.7, pp.12, 2014, https://doi.org/10.3390/ma7127861