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Resistance to Freezing and Thawing of Concrete Subjected to Carbonation

탄산화를 받은 콘크리트의 동결융해 저항성

  • Lee, Seung-Tae (Department of Civil Engineering, Kunsan National University) ;
  • Park, Kwang-Pil (Department of Civil Engineering, Kunsan National University)
  • Received : 2018.01.10
  • Accepted : 2018.02.02
  • Published : 2018.02.28

Abstract

In this study, the degree of deterioration of concrete was investigated in the laboratory under conditions of carbonation and freeze-thaw cycling, which are the major causes of the deterioration of its performance. In this test, the carbonated concrete was subjected to combined freeze-thaw deterioration tests for up to 300 cycles, and its dynamic elastic modulus and compressive strength were measured. The evaluation of the effect of the water-binder ratio on normal concrete subjected to combined carbonization and freezing-thawing showed that its resistibility against such combined deterioration decreased more rapidly in the concrete with a water-binder ratio of 55 % compared with that having a water-binder ratio of 35 %. In the case where the concrete was blended with a mineral admixture consisting of fly ash and blast furnace slag at the same water-binder ratio, it showed an increase of its resistibility against combined deterioration.

공용중인 콘크리트 구조물의 내구성 연구는 한 가지 원인에 대한 단독열화 연구를 주로 연구하였지만 실제 구조물의 공용시기에는 두 가지 이상의 환경에 노출되어 있어 이러한 복합열화에 대한 관심이 최근 증가하고 있는 실정이다. 복합열화에 대해 일반적으로 염해와 동결융해에 대해서는 일부 연구가 진행되어 있지만 콘크리트의 양생 직후부터 발생하는 탄산화와 다른 내구성능저하에 대한 복합열화 연구는 매우 미흡한 실정이다. 특히, 탄산화를 중심으로 하는 복합열화는 탄산화의 경우 탄산화 진행시 콘크리트 조직이 치밀해진다는 문헌고찰에 따라 조직의 치밀해지는 이유로 연구가 미흡하다. 본 연구에서는 콘크리트의 탄산화 및 동결융해에 대한 복합열화를 평가 분석한 결과이다. 평가를 위하여 탄산화된 콘크리트를 동결융해 300싸이클까지 복합열화 시험을 실시하여 동탄성계수와 압축강도를 측정하였다. 그 결과 물-결합재비에 대한 영향 평가에서 35 %의 콘크리트가 55 %의 콘크리트에 비해 복합열화 성능이 낮은 것을 확인하였고, 광물질혼화재료를 사용한 경우 플라이애시와 고로슬래그미분말을 사용한 경우 동일 물-결합재비에서 보통포틀랜드 시멘트 사용 콘크리트보다 복합열화에 대한 성능이 개선되는 것으로 나타났다.

Keywords

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