• Title/Summary/Keyword: 곡선주행성능

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Development of a Interface Structure of Bogie and Carbody in Mountain Tram running on sharp Curves (급곡선 급경사 운행 산악트램의 대차 및 차체 연결 구조 개발)

  • Seo, Sung-il;Mun, Hyung-Suk
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.19 no.7
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    • pp.275-282
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    • 2018
  • Mountain trams are an environmental-friendly transportation system that run wirelessly on an embedded track constructed on previous mountain roads, and can run despite the frozen road. On the other hand, there is some difficulty on sharp and steep tracks. In this study, after possible technical problems were defined in mountain trams running on a sharp and steep track, the design solutions for the interface structure of bogie and carbody were proposed. In addition, a prototype was made and its performance was tested to verify the solutions. Because the difference in the distance of the inner and outer rails on a sharp curve is severe enough to interrupt running, independent rotating wheels with different angular speeds were developed and applied. To prevent derailment due to the large attack angle and lateral force caused by the previous vehicle of 2bogie-and-1carbody on the sharp curve, a vehicle with 1bogie-and-1carbody was designed and applied. A prototype vehicle of 1bogie-and-1carbody with independent rotating wheels was made to improve the performance during the test running on a small track. A coupler was designed to absorb the large rotations of 3 degrees-of-freedom between the carbodies of a mountain tram running on the steep curved track. After a small scale prototype was made, the performance was verified by a function test.

Study on The Modification of The Transition Curve to Increase Operating Speed of Existing Line (기존선 속도 향상을 위한 완화곡선 변경 방안 연구)

  • Kim, Jae-Bok
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.20 no.10
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    • pp.26-32
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    • 2019
  • The purpose of this study is to improve the running speed on a small-radius curved section on an existing train line. When the transition curve was extended, and the amount of movement in the horizontal direction tended to increase as the curve radius increased. The amount of increase in the transition curve extension was lowest when extending the curve radius, and the amount of horizontal movement was the lowest when changing the curve radius to a cosinusoidal curve. As a result of applying the pass rate after improvement to the Kyeongbu line, there was a time-shortening effect of 9.4 to 11.6% and a facial expression speed increasing effect when the curve radius was fixed and the transition curve was changed to a sinusoidal curve. In conclusion, the most effective way to improve the running speed on an existing train route is to change the image to concrete and to change the relaxation curve to a cosinusoidal curve. The amount of horizontal movement of the track is small, and the speed improvement effect is excellent.

A Study on Running Performances of Mugungwha Coach in Curves (무궁화객차의 곡선주행성능 연구)

  • 허현무;이찬우
    • Proceedings of the KSR Conference
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    • 1999.05a
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    • pp.192-199
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    • 1999
  • In this study, we have analyzed the running performance of Mugungwha coach in curves to grasp the problems relating to this coach's curving performance and present improvement plans. Simulations and tests to analyze curving performances are carried out, and through this Process we could prepare a plan to improve the running performance in operation.

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Curvature Estimation Method of Curve Section Using Relative Displacement Between Body and Bogie of Rolling-stock (철도차량 차체/대차간 상대변위를 이용한 곡선구간 곡률반경 추정 방법)

  • Hur, Hyun-Moo;Park, Joon-Hyuk;You, Won-Hee
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.36 no.11
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    • pp.1479-1485
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    • 2012
  • The development of a technique for the real-time sensing of a curve section is very important for active rolling-stocks in order to improve the curving performance. However, conventional methods using expensive track inspection equipment or various complex sensors are not practicable to be applied to commercial vehicles. Therefore, we have proposed a new method to estimate the curve radius of a curve section. This method uses the relative displacements occurring between the body and the bogie when the rolling-stock is running on a curve. To verify the validity of this method, we conducted a vehicle dynamics simulation and test using a real vehicle on a test line. The results confirmed the validity of the proposed method. We expect that this method will be effectively applied in studies of active rolling-stocks to increase the curving performance using active control technology.

A Study of Adjustment for Beginning & Ending Points of Climbing Lanes (오르막차로 시.종점 위치의 보정에 관한 연구)

  • 김상윤;오흥운
    • Journal of Korean Society of Transportation
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    • v.24 no.5 s.91
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    • pp.35-44
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    • 2006
  • Acceleration and deceleration curves have been used for design purposes worldwide. The curve in design level has been regarded as an single deterministic curve to be used for design of climb lanes. It should be noted that the curve was originally made using ideal driving truck and that the curve is applied during design based on the assumption of no difference between ideal and real driving conditions. However. observations show that aged vehicles and lazy behavioring drivers nay make lower performance of vehicles than the ideal performance. The present paper provides the results of truck speeds at climbing lanes then probabilistic variation of acceleration and deceleration corves. For these purposes. a study about identification of vehicle makers, and weights for trucks at freeway toll gates and then observation of vehicle-following speed were performed. The 85%ile results obtained were compared with the deterministic performance curves of 180, 200, and 220 Ib/hp. It was identified that the performance of 85%ile results obtained from vehicle-following-speed observations were lower than one from deterministic performance curves. From these results, it may be concluded that at the beginning Point of climbing lanes additional $16.19{\sim}67.94m$ is necessary and that at the end point of climbing lanes $53.12{\sim}103.24m$ of extension is necessary.

Parametric Study of Curved Guideways for Urban Maglev Vehicle (도시형 자기부상열차의 곡선 가이드웨이 매개변수 연구)

  • Han, Jong-Boo;Kim, Ki-Jung;Han, Hyung-Suk;Kim, Sung-Soo
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.38 no.3
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    • pp.329-335
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    • 2014
  • A maglev vehicle of middle-low speed subjected to both a lift force and a guidance force by a U-shaped single electromagnet is operated over a curved guideway without a guidance controller. Therefore, it is required to carefully decide the curve shape for preventing contact between the vehicle and the guiderail for the case that a Maglev vehicle is operated over a curved guideway with a small radius. Specifically, the shape of the transition curve is very important from the stability viewpoint. This study analyzes the influence of curve shape on maglev stability through parametric composition of the transition curve during vehicle guidance. To this end, a multibody dynamics-based threedimensional Maglev vehicle model was developed. The model was integrated with the vehicle, curved guideway, electromagnets, and their controllers. Using this model, a realistic parametric study including the curved guideway was carried out. The results of research should be considered usefully in the design of bogies and the curve shape.

Active Steering of Railway Vehicles using State-Feedback Control (상태궤환제어를 이용한 철도차량의 능동조향)

  • Kim, Min-Soo;Park, Joon-Hyuk;You, Won-Hee
    • Proceedings of the KIEE Conference
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    • 2007.07a
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    • pp.1591-1592
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    • 2007
  • 본 논문에서는 상태궤환을 이용한 철도차량의 능동조향을 위한 제어기법에 대해 다루었다. 능동조향은 곡선부 주행시 발생되는 승차감 저하 및 차륜/레일의 마모, 소음을 줄이고 고속주행을 위한 조향성능 및 주행안정성을 확보하기 위한 기술이다. 논문에서 사용된 제어 방법은 반대차(Half Bogie) 차량모델을 기초로 측정된 휠-레일의 횡변위(Lateral Displacement) 와 요각(Yaw Ang;e)정보를 토대로 휠에 요모멘트를 제어하였으며 시뮬레이션을 통해 제안한 방법에 대한 성능을 검증하였다.

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차량하중에 의한 대차의 안전성 평가에 관한 연구

  • 윤성철;이강원;김원경;홍용기
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 2004.05a
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    • pp.95-95
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    • 2004
  • 철도차량용 주행장치인 대차는 차체의 하중을 지지하고, 승객 및 차량의 안전, 주행성능 및 승차감에 지대한 영향을 미치는 핵심 구조부품이다. 주행장치는 크게 대차틀, 차륜 및 차축, 1차 2차 현가장치, 제동장치, 전동기 및 동력전달장치 등으로 구성되며, 대차틀은 형상이 복잡하고 하중을 직접 지지할 뿐만 아니라 하중조건도 정적 및 동적하중이 복합적으로 작용하고 있다. 대차틀은 차체 자중 및 승객 하중에 의한 정하중과 곡선주행, 제동시 발생하는 하중 및 불규칙한 선로와 차체, 주행장치, 윤축의 운동모드에 의한 동하중을 받고 있다.(중략)

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