|
|
The Influence of the Five Span Overlap Contour Point on the Performance of the Pantograph-catenary |
DENG Hong |
China Railway Design Corporation, Tianjin 300308, China |
|
|
Abstract Research purposes: As the core part of overhead contact system, the design concept of the overlap plays a crucial role in the pantograph-catenary current collection. When designing the five span overlap of the overhead contact system, a certain height of the roof ridge is usually reserved at the transition point between the two supports to reduce the pressure on the pantograph and catenary, however, there is currently no clear requirement for the lifting amount of the contour point, and its size also affects the current collection performance of the pantograph and catenary.In severe cases, it may affect the safety of train operation. Therefore, studying the influence of the contour point position of the five span overlap joint on the lifting amount of the contact line and the contact pressure between the pantograph and the catenary is of great significance for improving the current collection quality of the catenary and ensuring the safety of high-speed railway operation. In this paper, theoretical analysis, the simulation of pantograph-catenary and other means are used to study the impact of the height of the five span overlap contour point of the overhead contact system with a speed of 350 km/h on the overall pantograph and catenary performance. Research conclusions: (1)The lifting amount of contact wire, pantograph catenary contact force and standard deviation of contact force when the rear pantograph passes are far greater than the lifting amount of contact wire, pantograph catenary contact force and standard deviation of contact force when the front pantograph passes.(2)The maximum lift of the contact wire and the minimum contact force between the pantograph and the catenary generally occur near the contour points of the overlap. The main reason is that the two conductors at the contour point are lifted. Due to inertia, the contact line of the pantograph will be lifted significantly for a short time after passing through the roof ridge, and the contact force will be reduced instantaneously.(3)The elevation of the five span overlap of the high-speed railway overhead contact system with a speed of 350 km/h can be selected in the range of 30 mm to 60 mm, but the elevation of the contour point is between 30 mm and 40 mm when the current collection of the pantograph and catenary is optimal.(4)The research results of this paper are applicable to the professional field of electrified railway overhead contact system.
|
Received: 11 October 2023
|
|
|
|
|
[1] |
蒋先国.电气化铁道接触网零部件设计与制造[M].北京:中国铁道出版社,2009.Jiang Xianguo.Design and Manufacturing of Catenary Components for Electrified Railway [M]. Beijing: China Railway Publishing House, 2009.
|
[2] |
罗健.高速铁路接触网零部件应用与研究[M].北京:中国铁道出版社,2018. Luo Jian. Application and Research of High Speed Railway Catenary Components [M]. Beijing: China Railway Publishing House, 2018.
|
[3] |
朱宁俊,李春茂,吴广宁,等. 弓网系统接触电阻特性的研究[J]. 铁道科学与工程学报, 2015(5): 1185-1190.Zhu Ningjun, Li Chunmao, Wu Guangning, etc. Investigation on Characteristics of the Contact Resistance of Pantograph-catenary System[J]. Journal of Railway Science and Engineering, 2015(5): 1185-1190.
|
[4] |
TB 10009—2016,铁路电力牵引供电设计规范[S].TB 10009—2016,Code for Design of Railway Traction Power Supply[S].
|
[5] |
TB 10621—2014,高速铁路设计规范[S].TB 10621—2014,Code for Design of High Speed Railway[S].
|
[6] |
朱飞雄. 高速铁路受电弓-接触网系统的主要关键技术[J].中国铁路,2010(9):28-32.Zhu Feixiong. Pantograph of High-speed Railway Main Key Technologies of Catenary System[J].Chinese Railways,2010(9):28-32.
|
[7] |
刘怡,张卫华,梅桂明.受电弓/接触网垂向耦合运动中接触网动应力研究[J].铁道学报,2003(4):23-26.Liu Yi, Zhang Weihua, Mei Guiming. Study of Dynamic Stress of the Catenary in the Pantograph/catenary Vertical Coupling Movement[J].Journal of the China Railway Society,2003(4):23-26.
|
[8] |
罗健,白裔峰,魏博.高速铁路接触网定位器坡度问题的深化研究[J].铁道工程学报,2013(1):76-80.Luo Jian, Bai Yifeng, Wei Bo.Deep Study on Slope of Registration Arm of Catenary of High-speed Railway[J]. Journal of Railway Engineering Society,2013(1):76-80.
|
|
|
|