• 콘크리트학회논문집
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• 제25권4호
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• pp.457-465
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• 2013

반응성 분체 콘크리트(RPC)는 월등히 뛰어난 기계적 성능을 바탕으로 최근의 건설 환경 변화에 적절히 대응할 수 있는 차세대 건설재료로서 기대를 모으고 있지만, 이에 대한 국내에서의 연구는 매우 부족한 실정이다. 특히 유럽에서 개발된 RPC는 단위시멘트량이 매우 높거나 반응성 분체로서 국내에서는 전량 수입에 의존하고 있는 고가의 실리카퓸(silica fume)을 다량 사용하고 있다. 때문에 국내 실정에 맞는 실용적인 RPC의 개발에 관한 다양한 연구가 필요하다. 이 연구에서는 기존 RPC의 성능 범위 내에서 단위시멘트량의 감소와 실리카퓸의 대체재로서 고로슬래그분말이나 플라이애쉬의 사용 등을 검토하기 위하여 다양한 양생방법에 따른 3성분계 포졸란재(고로슬래그, 플라이애쉬, 실리카퓸) 혼입 RPC의 강도발현 및 미세구조 특성을 분석 평가하였다. 시험 결과는 3성분계 포졸란재의 적절한 혼합사용과 최적 양생방법의 적용이 RPC의 강도발현 및 미세구조 개선에 매우 효과적임을 잘 보여주었다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2013년도 추계 학술논문 발표대회
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• pp.68-71
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• 2013

Reactive Powder Concrete (RPC) is an ultra high strength and high ductility cement-based composite material and has shown some promise as a new generation concrete in construction field. It is characterized by a silica fume-cement mixture with very low water-binder (w/b) ratio and very dense microstructure, which is formed using various powders such as cement, silica fume and very fine quartz sand (0.15~0.4mm) instead of ordinary coarse aggregate. However, the unit weight of cement in RPC is as high as 900~1,000 kg/㎥ due to the use of very fine sand instead of coarse aggregate, and a large volume of relatively expensive silica fume as a high reactivity pozzolan is also used, which is not produced in Korea and thus must be imported. Since the density of RPC has a heavy weight at 2.5~3.0 g/㎤. In this study, the modified RPC was made by the combination of ternary pozzolanic materials such as blast furnace slag and fly ash, silica fume in order to economically and practically feasible for Korea's situation. The fire resistance and structural behavior of the modified RPC exposed to high temperature were investigated.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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• pp.773-776
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• 2006

This experimental study is the fundamental report to use the ternary concrete. This study performed to know physical properties of ternary concrete according to replacement ratio of pozzolanic admixtures and curing temperature conjugation. To investigate Strength development properties of according to replacement ratio of pozzolanic admixtures, both fly ash replaced on portland cement in 5, 10 and 15% weight ratios and blast furnace slag replaced on the portland cement in 5, 15, 20, 30 and 40% weigt ratios was used. Also this is studied fresh and hardened concrete properties in condition of curing temperature $10^{\circ}C\;and\;20^{\circ}C$. The followings are the summary of which concluded in this study. Considering the concrete cured over 28 days compressive strength, most replacement ratios of pozzolanic admixtures were higher than plain concrete that. Compressive strength development properties of ternary concrete according to curing temperature conjugation were similar except for early age.