A study on urban transit vibration characteristics for curved concrete track

도시철도 곡선구간 콘크리트궤도 진동특성에 관한 연구

  • 김경민 (한국철도기술연구원 도시철도표준화연구단) ;
  • 김진호 (한국철도기술연구원 도시철도표준화연구단) ;
  • 이광도 (한국철도시설공단 충청본부 건설처 궤도PM팀)
  • Published : 2011.05.26

Abstract

Concrete track on the new railway lines of the existing roads are built on high ground, or less than 400m radius of the sharp curve sectors will occur. sharp curve sectors the rail and wheel friction, stick-slip due to the band of 1,000Hz or squeal noise occurs from the increase in civil complaints about noise is a real situation. In this study, discussed in previous studies, noise measurements for each radius of concrete track and frequency analysis, followed by the radius of the curve in order to investigate vibration characteristics of urban railway sector sharp curve radius less than 400m and 400m ~ 1,000 m further to the point selected track components(rails, sleepers, ballast) according to the vibration measurements and analysis of the frequency characteristics and the results were derived.

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