콘크리트궤도용 고속분기기의 궤도지지강성 특성에 관한 연구

초록

In this paper, the track of ballastless turnout will be compared, witch check through field test and calculated by location and displacement with the design (in theory) support rigidity compared with orbits that make sure high-speed minutes of the track stiffness characteristic of the unit to analyze. Turnout by location of the measurement track stiffness variation of less than 10% turnout appeared high-speed section of the track support stiffness in the uniformity of the analysis that was not a problem when the train pass the turnout.