A Study on an improvement of Ballast Track turnout in Subway bridge(I)

지하철 고가부 자갈도상 분기기 궤도구조의 생력화 방안(I)

  • 성덕룡 (서울산업대학교 철도전문대학원 철도건설공학과) ;
  • 최정열 ((주)대한콘설탄트 철도부 궤도팀) ;
  • 김준형 (서울산업대학교 철도전문대학원 철도건설공학과) ;
  • 박용걸 (서울산업대학교 철도전문대학원 철도건설공학과)
  • Published : 2007.05.17

Abstract

This paper presents the analysis results to evaluate the application of separation sleeper boot of turnout in concrete track in subway. An analysis includes the dynamic load on turnout-bridge and the ballast improvement method of upbound and down line independent girder in servicing line. From the results, the aspect and the property of separation sleeper boot of turnout are evaluated. FE analysis explain the relationship between independent bridge and track behaviour of dynamic loads. The assessment of application based on FE analysis results in a good improvement method of servicing subway line is proposed.

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