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조현명,Joe, Hyunmyung 항공우주시스템공학회 2016 항공우주시스템공학회지 Vol.10 No.2
For the continued airworthiness of aviation products, aviation authority requires that every manufacturer should provide ICA(Instruction of Continued Airworthiness) to their users, and the users should follow it by themselves or using another approved maintenance agent. To reduce the cost and improve performance quality of maintenance activities, lots of users tries to outsource this job. To perform maintenance or repair of other owned air products, an air carrier and aviation maintenance companies should obtain AMO(approval of maintenance organization). It means AMO is a postulation to enter MRO(Maintenance Repair and Overhaul) market. For that, this paper discusses the comparison of requirements and procedures of AMO system between Korea and US to help understand the AMO system, and then, tries to point out what improvement should be made to Korean AMO system to be more effective, efficient and safe.
도로유실 복구를 위한 골재 충전 고흐름도 모르타르의 기초 배합 연구
조현명,전상표,김승원,윤경구,박철우 한국도로학회 2015 한국도로학회논문집 Vol.17 No.2
PURPOSES: As a part of our research into repair techniques for roads that have collapsed as a result of a natural disaster, this study set out to find the optimum mix proportion for gravels to be used to restore a damaged area. METHODS: This study considered flow and strength-development characteristics. The experimental variables were the W/C ratio, the usage of the admixture, the types of cement, and the quantity of fine aggregate over three different experimental stages. The compressive strength was measured at 12 hours, one day, three days, and seven days. RESULTS : The flow varied with the amount of fine aggregate and the use of a high-range water-reducing (HRWR) admixture. The compressive strength also varied with respect to the type of cement and the W/C ratios. The strength satisfied the expected requirement of 21 MPa after one day, provided the mix proportion was appropriate. CONCLUSIONS: A gravel-filling high-flow cement-based mortar exhibited strength and consistency with a W/C ratio in the range of 0.40 to 0.45, assuming the use of HRWR at 0.5 to 0.7% and a fine aggregate/cement ratio of 1.0 to 1.5.
조현명,방진우,이장용,김승원,주민관,박철우 한국도로학회 2015 한국도로학회 학술발표회 논문집 Vol.2015 No.3
본 연구는 대표적 산업부산물인 고로슬래그를 활용한 탄소흡수용 도로재료 개발 연구의 일환으로 탄소 포집 활성화제로 규산나트륨 및 수산화칼슘을 사용한 콘크리트의 노출조건에 따른 압축강도 특성을 분석 하였다. 고로슬래그 중량대비 시멘트 첨가량을 10%에서 40%까지 10%씩 증가시켜 표 1의 배합표에 따라 압축강도 시험체를 제작하였다. 시험체는 촉진 탄산화시험기에서 CO2 10%(100,000ppm)의 조건 및 밀폐 챔버를 이용한 고순도 air 조건에서 90일까지 노출을 진행하였다. 그림 1 및 그림 2는 압축강도 측정결과 를 나타내고 있다.