플라이애쉬 치환율이 높은 콘크리트의 압축강도 발현 특성

The Characteristic of Strength Development of High Volume Fly-Ash Concrete

  • 박찬규 (삼성물산(주) 건설부문 기술연구소) ;
  • 이승훈 (삼성물산(주) 건설부문 기술연구소) ;
  • 김한준 (삼성물산(주) 건설부문 기술연구소)
  • 발행 : 2007.11.16

초록

In this study, the characteristic of strength development of high volume fly ash concrete(HVFAC) was experimentally investigated. The production of one ton of portland cement releases about 0.87ton of CO2 into the atmosphere. HVFAC is an emerging material technology and is environmentally friendly because of its reduced use of portland cement, reduced CO2 emissions. For this purpose, two levels of W/B were selected. Seven levels of fly ash replacement ratios and two levels of silica fume replacement ratios were adopted. In the concrete mix, the water content of 125kg/m3 was used, which is less than that of usual water content. As a result, it was observed that the slump of concrete was increased with the increasing fly ash replacement ratio and when the silica fume was incorporated into the concrete, the slump was significantly decreased at the same condition. It appeared that the compressive strength gradually decreased with increasing fly ash replacement ratio at the early age, but the difference of strength up to replacement ratio of 50% was little at the age of 91 days because of the pozzolanic reaction of fly ash.

키워드