• 제목/요약/키워드: Pantograph and catenary system

검색결과 134건 처리시간 0.023초

전차선 아크 검측 시스템 개발 (Development of Catenary Arc Detection System)

  • 송성근;이택희;조성재;문철이;박성모
    • 한국철도학회논문집
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    • 제13권1호
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    • pp.37-43
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    • 2010
  • 전차선과 팬터그래프는 전기철도차량에 전력을 공급하기 위해 사용된다. 전기철도차량 운행 시 전차선과 팬터그래프 사이의 불안정한 접촉에 의하여 아크가 발생하며 이는 고장 및 사고의 원인이 된다. 따라서 아크를 검출하고 전차선 유지보수를 위한 아크 검측 시스템의 필요성이 요구되고 있다. 본 논문에서는 이러한 전차선 아크 검측 시스템의 개발에 관하여 기술하였다. 아크는 광 검출기를 이용하여 간접 측정하며 가선 전압/전류, 전차선의 높이, 주행속도, 발생위치와 온/습도를 동영상과 함께 저장한다. 개발된 시스템은 서울-동대구간 하행선에서 시험 검측하고 평가하였다. 실험 결과, 아크 발생 및 강도는 가신 전압/전류, 팬터그래프의 높이, 속도에 크게 영향을 받는 것으로 나타났다.

전차선과 팬터그래프 사이의 동적 상호작용 시뮬레이션 (Simulation of the Dynamic Interactions between Catenary and Pantograph)

  • 권삼영;김길상
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 1995년도 하계학술대회 논문집 A
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    • pp.455-459
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    • 1995
  • Catenary/pantograph system consists of overhead lines which have non-uniform elasticity and pantographs which move at high speed and give force to the lines, therefore happen to be failed in contacts between both from time to time. In this study, as the first step to develop a dynamic simulation program, the general theory is discussed for catenary/pantograph system and appropriate modelling. And comparison is conducted with the references after making a program which referred to the contact force equation algorithm. On this algorithm, the unknown contact force is computed by the equations which was induced as combining catenary and pantograph motion equations expressed in finite difference form. Another simulation program based on the assumed contact forces algorithm was developed. In this algorithm, numerical integraion of both the overhead line and pantograph equations, which without combining, are effected for two assumed values of contact force. The correct contact force is then obtained from these two sets of results by linear interpolation to satisfy the contact condition. Through the comparative review on the outputs from this program, it is verified that this algorithm is reliable.

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열차의 운행패턴과 속도에 따른 한국형 고속전철용 판토그라프의 접촉력과 가속도 거동의 변화 경향 (Variation Trends of the Contact Force between Pantograph-Catenary and Acceleration Behavior According to the Train Running Speed and Driving Pattern in Korean High Speed Train)

  • 목진용;김영국;박춘수;김기환
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2004년도 춘계학술대회논문집
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    • pp.200-205
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    • 2004
  • The pantograph for Korean High Speed Train was developed and had been evaluating by through 'G7-R&D project for home grown high speed train technology' In this study, in mechanical aspect, the variation trend of contact force between pantograph and catenary according to the train running speed and driving pattern is conducted. A measuring system for current collecting performance and mechanical characteristics is used for this study, developed and installed on the prototype Korean High Speed Train, and physical characteristics were measured while the KHST runs on the test track. Through this study, remarkable trends of variation are found and analyzed from measured acceleration and vertical contact force between the pan head in pantograph and contact wire in catenary system according to the driving pattern and the train raised a running speed up to 300km/h.

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한국형 고속전철용 판토그라프의 거동 특성과 열차속도와의 상관관계와 경향 (Relation and Variation Trend between the Behavior of the Pantograph vs. the Vehicle Running Speed in Korean High Speed Train)

  • 목진용;박춘수;조용현;최강윤;김기환
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2003년도 추계학술대회논문집
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    • pp.170-176
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    • 2003
  • The pantograph for Korean High Speed Train was developed and had been evaluating by through "G7- R&D for home grown high speed train technology". In this study, a relation in mechanical aspect between the train running speed and the current collecting performance of the pantograph is conducted.'for this study, a measuring system for current collecting performance and mechanical characteristics is developed and installed on the prototype Korean High Speed Train, and measurement is conducted while the train runs on the test track. The measuring system is composed of video monitoring system and telemetry & data processing unit. It monitors whether the hazard behavior in the pantograph is occurs or not, and measures acceleration and vertical contact force between the pan head and catenary. Through this study, evaluation of a mechanical vibration characteristics and trend of the pantograph and a interface performance of pantograph - catenary up to 200㎞/h train speed are facilitated.

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고속열차 주행을 위한 판토그래프와 가선시스템과의 동적응답 해석 (The analysis of the dynamic response between the pantograph and overhead wire)

  • 신승권;송용수;문형석;엄기영;김재문
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2004년도 추계학술대회 논문집
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    • pp.1366-1371
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    • 2004
  • The development of the European railway high speed network brings new problems related to the interoperability across the railways of different countries. The pantograph and the overhead wire form a dynamic coupled system and they affect each other through the contact force. Unfortunately, as the operational speed of a train increases, the vibration of the pantograph and the overhead wire also increases. This may lead to a zero contact force between the pantograph head and the overhead wire, which can results in the loss of contact, arching and abrasion. If the arching and spark happen between the pantograph and the overhead catenary system, the EMI(electro magnetic interface) and noises may occur. After an, the quality of current collection is deteriorated. This paper describes the dynamic response between the pantograph and catenary system by the numerical simulations and predicts the possibility of operating the high speed train in the conventional lines.

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Evaluation of the Dynamic Characteristics of the Current Collection System

  • Kim Jung Soo;Koh Byung Shik
    • International Journal of Safety
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    • 제3권1호
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    • pp.10-14
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    • 2004
  • Apar The dynamic characteristics of the current collection system are evaluated during a test run. Signals from accelerometers attached to the pantograph assembly are acquired through a measurement system and analyzed. It is found that the train speed significantly influences the magnitude and frequency characteristics of the pantograph motion. The major frequency components of interest are found to be frequency components originating from the motion of the train along the catenary as well as the several resonance frequencies of the structural vibration of the pantograph. The contact force is also calculated by assuming the pantograph panhead as a rigid structure.

고속전철 집전시스템의 동역학 해석에 관한 연구(II. 집전시스템 통합 해석) (Dynamic Analysis of a Pantograph-Catenary System for High-Speed Train(II. Analysis of the Integrated Current Collection System))

  • 서종휘;목진용;정일호;박태원;김영국;김석원
    • 한국정밀공학회지
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    • 제22권1호
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    • pp.160-166
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    • 2005
  • In this paper, the combined system equation of motion, which can analyze the dynamic interaction between pantograph and catenary system, is derived by adopting absolute nodal coordinates and rigid body coordinates. The analysis results are compared with real experiment data from test running of Korean high-speed train (HSR 350x). In addition, a computation method for the dynamic stress of contact wire is presented using the derived system equation of motion. This method might be good example and significant in that the structural and multibody dynamics model can be unified into one numerical system.

고속전철의 주행조건이 집전계의 동특성에 미치는 영향 (The Effect of Train Motion on Dynamic Characteristics of Current Collection System)

  • 김정수
    • 한국철도학회논문집
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    • 제9권1호
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    • pp.18-22
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    • 2006
  • The dynamic characteristics of the current collection system are investigated by conducting a test run in which signals from accelerometers and load cells attached to the various parts of the pantograph are analyzed in both the time and frequency domains. The dynamic characteristics of the current collection system are found to be strongly influenced by the train speed; the fluctuation in the pantograph motion increases in direct proportion to the train speed. There exist two major fequency components in the pantograph motion related to the current collection, a speed-dependent component arising from the train traversing a span of the catenary, and a speed-independent component related to the pantograph resonant frequency. The train acceleration is also found to exert strong influence on the current collection system characteristics. The effect of the train motion is found to be stronger on the speed-dependent frequency component than on the speed-independent one.

최고운행속도 350km/h급 전차선로 최대경간길이 계산 기법 (Technique of Maximum Span Length Calculation for 350km/h High Speed Catenary System)

  • 창상훈;이기원;유향복
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 춘계학술대회 논문집
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    • pp.924-931
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    • 2011
  • This paper deal with maximum span calculation technique for 350km/h high speed catenary system. Considers a geometric interaction, possible maximum span length is between two pole. Wind condition and the train current collector is moving even to being pantograph does not escape while operating. Uses like this justice and possible maximum span length is follow next condition. (i) Operating range of pantograph fan head, (ii) The wind velocity which assumes from system, (iii) Width in pantograph from operation height moving, (iv) Type of processing Catenary system, specially tensile strength of overhead contact wire and messenger wire etc. When accurately calculates the maximum permission span, the dropper between of overhead contact wire and messenger wire and must consider the correlation.

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터널구간 가선계의 집전성능 (Current Collection Performance of Catenary System within Tunnel Section)

  • 손건호;이승일;최연선
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2004년도 춘계학술대회 논문집
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    • pp.767-772
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    • 2004
  • A dynamic simulation program of a catenary-pantograph system including tunnel section and transient section is developed in this study. The simulation program can accommodate for the pantograph of two panheads and three d.o.f model. Using the developed program, the dynamic characteristics with a SCHUNK'S WBL 85-PANTOGRAPH is analyzed at the conventional TAEBAEK line and its tunnel section when the catenary system is supported by a tunnel bracket. The simulation results show that the variation of contact force and uplift displacement is allowable in general section and the entrance and exit of a tunnel, but the uplift displacement and the separation ratio within tunnel section is difficult to allow.

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