The Proceedings of International Symposium on Seed-up and Service Technology for Railway and Maglev Systems : STECH
Online ISSN : 2424-3167
セッションID: 3F24
会議情報
3F24 ANALYSIS INTO THE STATE OF RAIL CORROSION ACCORDING TO TRACK STRUCTURE IN SUBWAY TUNNELS(Condition Monitoring-Infrastructure)
Hikaru ISOSAKIJunichiro OSAWAHiroshi HAMANOYosuke KAWANOShinji KONISHI
著者情報
会議録・要旨集 認証あり

詳細
抄録
Tokyo Metro Co., Ltd. has 9 lines; total length of the lines is 195.1kilometer. The total length of tunnels is 166.5km, 85% of all lines. Then, rail corrosion occurs in some part of the tunnel and rail brakes happen due to the corrosion in some cases.For the purpose of prevention of rail break, we investigated fully the rail corrosion on the site for 3 years, from 2011 to 2013, by visual inspection and palpation. The investigation section was selected the places where were recognized the existence of many rail corrosion exist.For identifying section where rail corrosion easily occurs, we made a rail corrosion occurring map. In the map, results of the investigation for rail corrosion and data of the rail exchanges are visualized at 25m intervals. Moreover, we set a score of each rail corrosion and summed up scores in the 25m section. Precisely, a point system of rail corrosion state was made. Using the data, we confirmed influence of difference between inner rail and outer rail, between straight line and curved line, and distance between rail and concrete bed on rail corrosion. For all data, following knowledge were cleared. 1. When distance between rail and concrete bed is large, occurrence of rail corrosion is restrained. 2. Rail corrosion easily occur on rail straight line or inner rail with small distance between rail and concrete bed, and placed near river. We have to exchange rails periodically under the condition.
著者関連情報
© 2015 一般社団法人 日本機械学会
前の記事 次の記事
feedback
Top