The Study on Field Performance Test of Multi Branch Type Tie(GOLRY TIE)

다지형 침목 현장 성능평가에 관한 연구

  • 김해곤 (한국철도공사 연구원, 기술연구처) ;
  • 서동석 (한국철도공사 사업개발본부 벤처센터) ;
  • 김남홍 (한국철도공사 글로벌비지니스 센터) ;
  • 이승열 (한국철도공사 연구원 기술연구처)
  • Published : 2011.05.26

Abstract

In railway, Tie supports rail and plays a role that distribute train load to the ballast. Also, Tie and ballast resist against external force and fix the track position. But, weakening resistance of ballast and tie cause vertical displacement of tie and track irregularity. For reinforcement of track stiffness and reduction of track irregularity, KORAIL has developed Multi Branch type tie(GLORY Tie) that reinforced resistance than general PCT and installed in order to test in the field. This study measured and analyzed lateral resistance of ballast, wheel load of rail, bending strain of rail foot, vertical displacement and vibration acceleration of tie in order to evaluate performance of Multi Branch type tie in the field. According to the results of test, Multi Branch tie is excellent than general tie about lateral resistance of ballast and vertical displacement of tie. And, gap of measurement value between Multi Branch type tie and general tie about wheel load of rail, bending strain of rail foot were very small.

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