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나트륨계 알칼리 활성화제를 사용한 친환경 알카리활성 슬래그 섬유보강콘크리트 보의 휨성능 평가 KCI 등재

Evaluation of Flexural Performance of Eco-Friendly Alkali-Activated Slag Fiber Reinforced Concrete Beams Using Sodium Activator

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한국구조물진단유지관리공학회 논문집 (Journal of The Korea Institute for Structural Maintenance and Inspection)
한국구조물진단유지관리공학회 (The Korea Institute For Structural Maintenance and Inspection)
초록

In this study, it was developed eco-friendly alkali-activated slag fiber reinforced concrete using ground granulated blast furnace slag, alkali activator (water glass, sodium hydroxides), and steel fiber. Eight reinforced concrete beam using alkali-activated slag concrete were constructed and tested under monotonic loading. The major variables were mixture ratio of alkali activator, mixed/without of steel fiber. Experimental programs were carried out to improve and evaluate the flexural performance of such test specimens, such as the load-displacement, the failure mode, the maximum load carrying capacity, and ductility capacity. All the specimens were modeled in scale-down size. The reinforced concrete beams using the eco-friendly alkali-activated slag fiber reinforced concrete was failed by the flexure or flexure-shear in general. In addition, the maximum strength increased with the adding the mol of sodium hydroxide, and the specimen reinforced the steel fiber showed the value of maximum strength which is increased by 15.8% through 25.9%. It is thought that eco-friendly alkali-activated slag fiber reinforced concrete can be used with construction material and product to replace normal concrete. If there is applied to structures such as precast concrete member and production of 2nd concrete product, it could be improved the productivity and reduction of construction duration etc.

목차
1. 서 론
  1.1 연구의 목적
  1.2 연구의 방법 및 절차
 2. 친환경 알카리활성 슬래그 콘크리트의 특성
  2.1 친환경 알카리활성 슬래그 섬유보강콘크리트의 개념
  2.2 구성재료
 3. 친환경 알카리활성 슬래그 콘크리트 보의 휨성능실험
  3.1 실험체의 형태 및 변수
  3.2 실험체의 제작
  3.3 사용재료
  3.4 실험방법 및 장치
 4. 친환경 알카리활성 슬래그 섬유보강콘크리트 보의휨성능 평가
  4.1 하중-변위 특성
  4.2 하중-변형도 특성
  4.3 파괴형태
  4.4 최대내력 특성
  4.5 연성능력
 5. 결 론
 감사의 글
References
저자
  • 하기주(정회원, 경일대학교 건축공학과 정교수, 공학박사) | Gee-Joo Ha
  • 이동렬(정회원, 경일대학교 건축공학과 조교수, 공학박사) | Dong-Ryul Yi 교신저자
  • 하재훈(정회원, 사)건설기술정책연구원 선임연구원, 공학박사) | Jae-Hoon Ha