An Experimental Study on Carbonation Resistance of Concrete Depending on Surface Treatment of Lightweight Aggregates

경량골재의 표면처리에 따른 콘크리트의 탄산화 저항성에 관한 실험적 연구

  • 엄인혁 (부산대학교 건축공학과) ;
  • 온재훈 (부산대학교 건축공학과) ;
  • 김영수 (부산대학교 건축공학과)
  • Published : 2012.11.16

Abstract

The purpose of this study is to investigate the mechanical property and carbonation resistance of concretes using surface treated lightweight aggregate. In order to evaluate mechanical property and carbonation resistance, slump, compressive strength, and carbonation depth are tested. Slump of concretes using surface treated lightweight aggregate measured 120~125mm, which are lower than slump of NWAC. Compared to compressive strength of NWAC, compressive strength of concretes using surface treated lightweight aggregate showed a level of 82.8~95.9%. In carbonation resistance test, carbonation depth of concretes using surface treated lightweight aggregate measured 10.2~11.3mm, which are lower than carbonation depth of NWAC. As a result, it is found that compressive strength is decreased slightly but carbonation resistance is improved, in case of using surface treated lightweight aggregate.

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