교량 슬래브 하부 단면복구를 위한 건식 숏크리트 재료 기초 연구

서지정보

ㆍ발행기관 : 한국도로학회 ㆍ수록지정보 : 한국도로학회논문집 / 25권 / 6호
ㆍ저자명 : 최승학, 하태호, 송창석, 윤경구

목차

1. 서론
1.1. 연구의 배경 및 목적
1.2. 건식 숏크리트 공법
1.3. 연구의 범위
2. 실험재료 및 실험방법
2.1. 실험재료 및 배합구성
2.2. 실험 항목 및 실험 방법
2.3. 하이드로 믹스노즐
3. 실험 결과
3.1. 리바운드 실험 결과
3.2. 붙임두께 실험 결과
3.3. 압축강도 및 휨 강도 실험 결과
3.4. 소성수축 실험 결과
4. 결론
감사의 글

영어 초록

PURPOSES : The purpose of this study is to conduct basic research on the development of repair materials for cross-sectional repair of the concrete of the lower slab ceiling of an old bridge. METHODS : To estimate the performance as restoration materials, cross section rebound test, compressive strength test, flexural strength test, and firing shrinkage test was done. Rebound test was done by weight of amount of rebound and weight of concrete accumulated in frame. Cross section rebound test was done by put ruler in the deepest part of concrete stick on frame. Compressive and flexural strength test was done based on KS F 2405 and KS F 2408. Firing shrinkage test was done based on ASTM C 1579-16. RESULTS : As a result of the experiment, an appropriate bonding thickness was secured by mixing natural fibers, polymers, early steel cement, and expansion materials, and the dust reducing agent was excluded due to the problem of lowering compressive strength. In addition, the amount of rebound was reduced by using a hydro mix nozzle, and plastic shrinkage cracks were also reduced due to the internal curing effect of natural fibers. CONCLUSIONS : This study was a basic study in the development of repair materials for cross-sectional repair of the lower ceiling of an aged bridge slab, and developed a material with appropriate performance. However, there is a problem that the amount of rebound and dust increases depending on the type of cement, so experiments will be conducted by changing the type of cement in future research.

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