An Experimental Study on the Properties of High Volume Reclaimed Coal Ash Concrete

매립석탄회 고배합 콘크리트의 특성

  • 한상묵 (한국전력공사 전력연구원 구조연구실) ;
  • 이종림 (한국전력공사 전력연구원 구조연구실) ;
  • 하재담 (쌍용양회공업㈜ 기술연구소 콘크리트연구실) ;
  • 김태홍 (쌍용양회공업㈜ 기술연구소 콘크리트연구실)
  • Published : 2003.11.01

Abstract

The amount of coal ash has been increasing and development of effective use is urgently needed. Various by-products and waste are expected to be used as resources from the point of reduction in environmental load. This is an experimental study to compare the properties of high volume coal ash concrete using the reclaimed coal ash. For this purpose, the mix proportion of concrete according to the content ratio of below 5mm reclaimed coal ash (0.65, 0.70, 0.75 and 0.80). And then air content, slump, compressive strength test were performed. According to test results, it was found that the compressive strength of reclaimed coal ash concrete was similar to the content ratio of below 5mm reclaimed coal ash. And the slump of reclaimed coal ash concrete decreased as the content ratio of below 5mm.

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