원문정보
An Experimental Study on the Engineering Properties of Ultra-High Strength Concrete According to Replacement Ratio and Fineness of Blast-Furnace Slag
초록
영어
In this study, the experiment was carried out to investigate and analyze the engineering properties of ultra-high strength concrete according to replacement ratio and fineness of blast-furnace slag. The main experimental variables were water/binder ratio 23.5 27.5, 31.5, 35.5, 39.5(%) water content 165㎏/㎥ and mineral admixtures such as blast furnace slag powder.
Even in a case where the ratio of blast furnace slag powder is 70%, using a fineness of 8000 grade afforded a higher strength development than using a plain concrete, which indicates the potential of high utilization in the future. Although it has been pointed out that the concrete using blast furnace slag powder has a problem of yielding relatively low rate of strength development in the early age, it is demonstrated that this can be resolved by using a powder with fineness
greater than 6000 grade. It is considered necessary that powder fineness should be upgraded for the applications such as high performance concrete to be used in high strength required areas by considering hydration heat control and early strength requirements in the future.
목차
1. 서론
2. 실험계획
2.1 실험계획 및 수준
2.2 사용재료
3. 콘크리스의 배합 및 시험체 제작
4. 실험결과 및 분석
4.1 굳지않은 콘크리트의 성상
4.2 굳은 콘크리트 성상
5. 각종 성상에 따른 상관관계 분석
5.1 슬럼프와 슬럼플로우와의 관계
5.2 압축강도와 탄성계수와의 관계
5.3 28일 압축강도와 결합재 - 몰비와의 관계
6. 결론
참고문헌