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      • 자갈도상 자갈철거 기계화 방안

        양회성(Yang Hoe-Seong),공선용(kong sun yong),김박진(kim bak jin) 한국철도학회 2008 한국철도학회 학술발표대회논문집 Vol.- No.-

        As for track maintenance, Seoul Metro executes track bed improvement project from obsolete ballast track bed to concrete track bed in order to achieve maintenance free and to extend its LCC(Life Cycle Costing). When it comes to obsolete ballast track bed withdrawal task, now it is done solely relying on man power and ballast inhalation vehicle. In this paper, I suggested ballast cleaning system with lighter equipment to change manpower withdrawal tasks to mechanized ones. It is expected to improve work efficiency and economic benefits by applying track excavator having variable wheels and container etc, which is able to keep on the site.

      • 속도 상승에 따른 캔트조정 사례 분석

        신길철(Shin Gil-Cheol),양회성(Yang Hoe-Seong),주봉규(Joo Bong-Gyu),정성현(Chung Sung-Hyun) 한국철도학회 2008 한국철도학회 학술발표대회논문집 Vol.- No.-

        Subway routes 1~4 were constructed in gravel roadbed track structure in consideration of the technological capabilities, construction cost and duration at the time of the initial construction. As such, 224.8㎞, approximately 81.2% of entire length, of total length of railway track at 276.9㎞ was constructed on gravel roadbed. However, improvement of gravel roadbed to concreted roadbed began in 1998 due to problems including frequent repair works and limited time application for such works caused by occurrence of tract distortion during operation as well as lowering of roadbed functions and generation of dust caused by frictional power, impact absorption capabilities, abrasion and crushing of gravel on roadbed. Currently, this improvement is continuing with target of converting entire route into concreted roadbed structure. Therefore, this Study modifies formula for setting cant, analyze the correlation between wearing of rail side of the curvature and cant insufficiency following increasing of the running speed of the train, and to present the directions for fundamental review for adjustment of cant insufficiencies at the time of improvement of gravel roadbed to concreted roadbed that is being implemented on the operational tracks of the railway trains.

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