체결장치의 수직 방향에 대한 실험적 연구

An Experimental Study of Fastening System for Vertical Directions

  • 김정훈 (고려대학교 강구조공학협동과정학과, 미래철도구조시스템연구실) ;
  • 한상윤 (고려대학교 강구조공학협동과정학과) ;
  • 임남형 (충남대학교 토목공학과) ;
  • 강영종 (고려대학교 사회환경시스템공학과)
  • 발행 : 2006.11.09

초록

Several countries including Korea, Japan and European countries have reached the stage of planning, constructing their high-speed railway systems. High-speed train will become a key tool for intercity passenger transportation. Before that, safety of high-speed train must be secured. It is connected directly with track. The track is composed of ballast, tie, fastening and rail. Also, the fastening system makes tie and rail connect. In this case of the railway bridges used concrete slab track, the deflection of the bridge cause uplife of the rail at the areas between segments. In the structural analysis about it, stiffness of the fastening systems has been assumed. Therefore, use of the stiffness according to an experimental study needs. In this study, the stiffness values of various types of fastening systems are determined by the experiment and the structural behavior of fastening system is analyzed.

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