단위수량 저감에 따른 하이볼륨 플라이애시 콘크리트의 강도 발현 특성 = The Properties of Strength Development of High Volume Fly Ash Concrete with Reduction of Unit Water Content

국문 초록 (Abstract)

본 연구에서는 단위수량 저감에 따른 하이볼륨 플라이애시 콘크리트의 강도 발현 특성을 평가하였으며, 목표강도 3수준 (40, 30 및 20MPa) 및 단위수량 변화에 따라 콘크리트를 제조하였다. 실험결과, 향상된 유동성은 50%이상의 플라이애시를 사용한 경우 플라이애시 구형 입자들의 볼베어링 효과, 플라이애시의 정전기적 반발력 및 플라이애시의 입도분포의 결과로 얻어졌으며, 이를 통하여 플라이애시 혼합이 콘크리트에 요구되는 물의 양을 감소시키는 것으로 나타났다. 또한 단위수량을 저감한 하이볼륨 플라이애시 콘크리트의 조기 강도는 일반적인 단위수량의 배합보다 약 66% 이상 향상되는 것으로 나타났다.

다국어 초록 (Multilingual Abstract)

In this study, strength development properties of high volume fly ash concrete was evaluated through compressive strength of concrete with reduction of unit water content. And concrete specimens were prepared according to target strength 3 level and variation of unit water content. As a result, the improved fluidity were obtained as a result of the ball bearing action of the spherical, the electrostatic repulsion and the particle size distribution of fly ash particles in case of using more than 50% fly ash. Through this, the mixture of fly ash has been shown to reduce the amount of water required in concrete. Also, the early strength of high volume fly ash concrete with reduction of unit water content was improved more about 66% than general concrete mixture.

참고문헌 (Reference)

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