This study was evaluated the effects of size on stirring speed as a part of the basic study to manufactering of self-healing microcapsules using inorganic liquid materials as a self-healing core.

This study was evaluated dynamic impact tensile properties of 80 MPa sprayed HPFRCC by I-SEFIM test as a part of the research for development of sprayed HPFRCC for protection and blast resistant of existing structures.

This paper was evaluated manufacturing properties for core material of self-healing capsules using cement powder, it was found that coagulants for coagulation of core materials were important factors in manufacturing core materials.

This study was evaluated dynamic impact fracture behaviour of 80 MPa sprayed HPFRCC by Gas-gun test as a part of the research for development of sprayed HPFRCC for protection and blast resistant of existing structures.

This paper was evaluated manufacturing properties for core material of self-healing capsules using cement powder, it was found that coagulants for coagulation of core materials were important factors in manufacturing core materials.

This study was evaluated dynamic impact fracture behaviour of 80 MPa sprayed HPFRCC by Gas-gun test as a part of the research for development of sprayed HPFRCC for protection and blast resistant of existing structures.

본 연구에서는 시멘트 복합체의 균열을 자기치유 할 수 있는 자기치유 캡슐을 제조하기 위한 일환의 기초 연구로써 자기치유 캡슐 용 코어재료에 무기계 기반 코어재료를 적용하기 위하여 액상형태의 무기 소재를 기반으로한 코어재료를 제조하였다. 제조된 무기계 기반 코 어재료는 캡슐화를 진행하기 전에 무기계 기반 코어재료를 직접 시멘트 복합체에 적용하여 균열부의 균열수복 성능뿐만 아니라 시멘트 복합 체의 성능에 미치는 영향을 검토하였다. 평가결과, 무기계 기반 코어재료는 압축 및 부착강도 향상효과가 있는 것을 확인하였으며, 부착, 내흡 수, 내투수 및 동결융해 저항 성능을 가진 것으로 판단된다. 본 논문의 결과를 통하여 자기치유 캡슐용 무기계 기반 코어재료를 적용할 경우에 얻을 수 있는 시멘트 복합체의 성능 및 차후 진보화된 자기치유 캡슐기술의 기반 자료로써 활용하고자 한다.

This paper was examined water resistant performance of cementitious composites applying inorganic liquid type core material as part of a basic study for development of inorganic liquid type self-healing capsule. Results of assessment, inorganic liquid type core material have shown that with a water resistance performance.

본 연구에서는 고압송용 고유동콘크리트 개발을 위한 기초적인 연구의 일환으로 펌프압송시 압송관내 콘크리트가 받는 압력을 재 현할 수 있는 가압장치를 개발하였다. 이를 통하여 펌프압송할 경우 발생되는 품질변화의 원인 중 압력에 의한 단위수량 감소에 중점을 두어 가 압에 따른 콘크리트용 굵은골재의 흡수 특성 및 고유동콘크리트 내부 굵은골재의 흡수 특성을 평가하였으며, 고유동콘크리트의 가압 전·후 압 축강도를 평가하였다. 실험결과, 250 bar의 높은 압력이 작용할 경우 부순굵은골재 및 강자갈의 흡수율은 표건 흡수율 이상으로 증가되지 않는 것으로 나타났으며, 경량굵은골재의 흡수율은 표건 흡수율 이상으로 증가되는 것으로 나타났다.

This paper was examined the flexural performance of HPFRCC according to spraying stage. Through this, it will be utilized as basic research data for development of sprayed HPFRCC for protection and blast resistance of existing structures.

This study was evaluated compressive strength of fiber reinforcement mortar using basalt fiber as part of a basic study for development to fiber reinforcement mortar using basalt fiber. Results of assessment, influence of the compressive strength according to used superplasticizer (SP) has shown that without, in addition, compressive strength according to used viscosity agent (VA) is determined that the compression strength decreased due to the bubbling.

This paper was examined the compressive strength properties of HPFRCC according to spraying stage as a part of the basic research for development of sprayed HPFRCC for protection and blast resistant of existing structures.

본 논문은 강섬유의 일부를 철근집합체로 대체하여 초고강도 섬유보강 철근 콘크리트 I 형보의 연성거동을 유도하는 것을 목적으 로 한다. 강섬유와 철근집합체의 조합을 가진 초고강도 콘크리트 I 형보 대한 휨거동 실험을 수행하였다. 강섬유의 혼입률은 0%, 0.7%, 1%, 1.5%, 2%이다. 철근집합체와 PS강연선 집합체가 압축구역에서 콘크리트를 구속하기 위해 사용되었다. 철근집합체와 강연선 집합체의 길이 도 실험요소 중 하나이다. 이러한 실험요소를 조합하여 9개의 초고강도 철근 콘크리트 I 형보를 제작하였다. 강섬유 뿐만 아니라 종방향의 철근 집합체도 초고강도 철근 콘크리트 I형 보의 연성거동을 유도하는데 효과를 가지고 있다. 강섬유 혼입률 0.7% 또는 1%와 철근집합체를 사용한 조합이 I형 보의 효과적인 연성 거동을 보여주고 있다. 하중과 처짐관계 및 균열양상 등이 좁은 간격을 가진 작은 직경의 종방향 철근 집합체의 유용성을 나타내고 있다.

This paper was examined the durability properties of concrete using rapid cooling slag as fine aggregate for concrete. The results of experiments, concrete using rapid cooling slag showed that durability properties was equal to concrete using normal fine aggregate.

This study was evaluated fluidity properties on the performance of fiber dispersion of basalt fiber in mortar matrix as part of a basic study for development to fiber reinforcement mortar using basalt fiber. Results of assessment, fiber dispersion performance of of fiber reinforcement mortar using basalt fiber, showed that viscosity agent is more effective to improve the fluidity and fiber dispersion than superplasticizer.

This paper was examined the mechanical properties of concrete using rapid cooling slag as fine aggregate for concrete. The results of experiments, concrete using rapid cooling slag showed that mechanical properties was equal to concrete using normal fine aggregate.

Recently, the amount of the mineral admixture including fly ash and ground granulated blast-furnace slag was increased for the purpose of CO2 gas emission reduction in the concrete industry. However, in the case of korea, estimation model of strength development in concrete structural design code was prescribed a constant value according to cement type and curing method about the portland cement. therefore, the properties of strength development according to time of concrete using fly ash and ground granulated blast-furnace slag does not reflected estimation model of strength development. Accordingly, this paper was evaluated strength according to time on the concrete strength range using fly ash and ground granulated blast-furnace Slag and the strength development constant Bsc of concrete according to the kind of the mineral admixture and mixing ratio was proposed