A Study on the Rail Pone of Transition Curve Track to Speed Up of Tilting train

틸팅차량 완화곡선 증속 주행시 궤도작용력 검토

  • 신태형 (서울산업대학교 철도전문대학원 철도건설공학과) ;
  • 최정열 (서울산업대학교 철도전문대학원 뉴레일연구소) ;
  • 엄기영 (한국철도기술연구원) ;
  • 박용걸 (서울산업대학교 철도전문대학원 철도건설공학과)
  • Published : 2009.05.21

Abstract

A trial run of locally-developed tilting train has been in process on Chungbuk line since the test vehicle was first produced. For the system stabilization, interface verification among the systems including track, structure, catenary and signaling system, not to mention the rolling stock, is very crucial. Therefore, in this study, the dynamic rail force of the tilting (Hanvit 200), high-speed (KTX) and general (Mugunghwa) vehicle caused by driving in transition curve track was measured. And, it compared the tilting response with the other by using the measured wheel load data in transition curve track, and then evaluated probability the range of wheel load fluctuation for the variable dynamic vertical and lateral wheel load. As a result, a range of wheel load by occured a change of cant from the high-speed and general vehicle which had fixed bogie structure was distributed throughout small deviation (${\Delta}8{\sim}13kN$). Otherwise, in case of the tilting train which was consisted of the pendulum bogie structure was distributed wide range about large deviation (${\Delta}25{\sim}28kN$) by changed of cant.

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