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열화된 콘크리트 도로시설물 보수재료의 내동해성에 대한 실험적 고찰 KCI 등재

Experimental Study on Frost Resistance of Repair Mortars for Deteriorated Concrete Road Facilities

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한국도로학회논문집 (International journal of highway engineering)
한국도로학회 (Korean Society of Road Engineers)
초록

Experimental findings pertaining to the frost resistance of calcium sulfoaluminate (CSA) and amorphous calcium aluminate (ACA) cement-based repair mortars incorporated with anhydrite gypsum are described herein. To prepare the mortars, CSA and/or ACA cements were used as binders, and the water–binder ratio was fixed at 0.57. The compressive and bond strengths, chloride-ion penetration resistance, and scaling resistance of the mortars were measured. Based on the ASTM C666 method, the resistance to both frost action and multi-deterioration of chloride and frost attacks on the mortars were experimentally examined. Calcium aluminate-based binders effectively enhanced the compressive and bond strengths of the mortars owing to the formation of C2AH8 and Ye’elimite hydrates. Furthermore, replacing 25% ACA with OPC yielded excellent resistance to both frost attack and multi-deterioration of chloride and frost attacks. Replacing ACA at an appropriate level as a binder effectively improves the durability of concrete road facilities in winter.

목차
ABSTRACT
1. 연구배경 및 목적
2. 실험개요
    2.1. 사용재료
    2.2. 모르타르 배합
    2.3. 실험방법
3. 실험결과 및 고찰
    3.1. 강도특성
    3.2. 염소이온 침투저항성
    3.3. 스케일링 저항성
    3.4. 동해 저항성
    3.5. 염해-동해 복합열화 저항성
4. 결론 및 요약
REFERENCES
저자
  • 박세호(군산대학교 토목공학과 연구교수) | Park Se-Ho
  • 이승태(군산대학교 토목공학과 교수) | Lee Seung-Tae Corresponding author