A Study of Reinforcement of Railway Structure Approaches in Conventional line

기존선 철도구조물 접속부의 보강에 대한 고찰

  • 박준오 (코레일트랙㈜, 선로시설연구소 연구개발팀) ;
  • 이상배 (코레일) ;
  • 김관형 (코레일, 철도연구원 기술연구팀)
  • Published : 2007.11.08

Abstract

Korean trains pass many mountain areas, so the volume of structures like bridge and tunnel has large part of railway lines. Train speed-up naturally needs a straight line in railway, then structures are increasing, and this influences passenger's comfort and the safety of operation, and it needs more track maintenance. The stiffness of bridge and tunnel is higher than the soil in the roadbed in spite of dynamic difference in vibration and displacement. Differences in stiffness have more dynamic effects and increase the deformation and destruction in the track and roadbed. This study will measure periodically to structure's approaches which have very fast track irregularity and analyze dynamic differences and track irregularity near structure's approaches, so realize the cause of track irregularity of structure's approaches and use basic data for reasonably strengthening method of structure's approaches.

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