南京大胜关桥交直流供电系统电磁感应影响分析

南京大胜关桥的国铁和地铁接触网同桥面近距离水平敷设,这在国内尚属首次,并且无经验可参考.必需考虑交、直流带电线路间的电磁感应对运营、维护等带来的影响.结合国铁交流AT(自耦变压器)供电方式和直流供电方式的特点,对国铁交流系统对地铁直流系统的电磁场感应现象进行了初步估算,并就感应影响作出了初步分析,提出了一些解决措施.     

刚性接触网拉出值布置与磨耗分析

从地铁接触网单"八"字拉出值布置方式入手,并结合重庆地铁6号线刚性悬挂拉出值布置方式,依据更合理利用受电弓滑板的原则,对接触网拉出值布置进行优化,得到变坡"八"字拉出值布置方案。全面统计并分析不同拉出值区段汇流排的分布,并采用全线统一考虑的设计思路,实现增加受电弓的使用寿命、提高授流质量的目的。     

客运专线42~#道岔接触网无交叉布置方式研究

探讨了42#道岔处带辅助悬挂的接触网无交叉布置方案,分析了接触网平面布置和安装设计技术。带辅助悬挂的接触网无交叉布置方式的辅助接触网位于正线和侧线接触网之间,在道岔岔心附近始终与受电弓接触,使受电弓在正线和侧线之间平稳过渡,减少了对正线接触网的冲击,辅助接触线也不会出现非正常磨损,该布置方式速度适应性好,弓网性能更佳,建议在客运专线大号码道岔接触网布置时推广应用。     

桥头搭板的内力计算与配筋

通过对桥头搭板的受力情况进行定性的分析 ,提出了相应的配筋方法。     

非均匀变温场中主缆初始位形的迭代计算

利用解析法推导了变温度场中悬索桥空缆线形的悬链线线形公式;建立了两种已知设计条件时悬索桥空缆线形的迭代方法;根据主缆的温度变化方程导出了温度变化时无应力索长计算公式。计算结果表明:在非设计温度下,主缆的位形及其内力值均与设计理论值有较大误差,因此在悬索桥的结构分析中必须考虑温度变化的影响。     

高速铁路自然过分相方案

在深入研究机车带负荷过分相产生电弧机理的基础上,提出了自然过分相技术方案.该方案的基本原理是在车载变压器高压侧和牵引供电臂末端分别并联一个电容,当机车过分相时,牵引网和车载电气传动系统实现等电位分离,避免了机车过分相时产生电弧.自然过分相方案和现在使用的3种方案相比,具有过分相断电时间短,结构简单,投资少,运行维护量小等优点.自然过分相方案还能大幅度降低机车运行时离线电弧的强度.     

武广高速铁路轨旁电磁干扰实测及分析

研究了GB/T 24338-2标准中关于分辨率带宽(RBW)的规定。通过实验对比了标准推荐的RBW及实地测试使用的RBW的测试效果,结果证明两者测量干扰峰值效果相同,但后者扫描速度更快,更适宜测试现今高速铁路的电磁干扰。并在武广高速铁路咸宁段电分相处实地测试运行中的CRH3型高速列车的弓网离线电弧电磁干扰,获得其在30 MHz~1 GHz的频谱。通过频谱分析了高速列车弓网离线电弧电磁干扰的幅频特性,为评估弓网离线电弧电磁干扰对高速列车的影响提供依据。     

A real-time impact detection and diagnosis system of catenary using measured strains by fibre Bragg grating sensors

This paper describes an impact detection system using strain signals based on fibre optic sensors(FBG) for the real-time monitoring of the catenary system. The proposed detection system consists of three subsystems: a measuring system, a data processing and analysis system, and a status display and data access system. Because the strain signals obey the normal distribution, to monitor the catenary system in real time, a novel method that combines mobile standard deviation with the mobile Pauta criterion is proposed to distinguish real impact from the strain signal background. The use of this adaptive judging method reduces the misjudgment rate of impacts and improves the impact recognition accuracy. These impacts can be identified by the data analysis system, which provides impact location and their causes using the features of the catenary system. This method can simplify the detection system compared with the traditional location method. An application to a commercial metro line system indicated that the impacts on the catenary system were main caused by overlaps, expansion joints or steady arms, and were verified by correspondence with the floor plan of the catenary and manual inspection results. These results verified the reliability and effectiveness of the proposed impact detection system.     

斜拉索无应力长度计算

对比分析了基于抛物线、悬链线理论的五种斜拉索无应力长度的计算方法,用两座有代表性的实桥算例分析了各种斜拉索无应力长度解的精度。根据计算结果给出了斜拉索无应力长度的计算建议。     

Influence of the aerodynamic forces on the pantograph–catenary system for high-speed trains

Most of the high-speed trains in operation today have the electrical power supply delivered through the pantograph–catenary system. The understanding of the dynamics of this system is fundamental since it contributes to decrease the number of incidents related to these components, to reduce the maintenance and to improve interoperability. From the mechanical point of view, the most important feature of the pantograph–catenary system consists in the quality of the contact between the contact wire of the catenary and the contact strips of the pantograph. The catenary is represented by a finite element model, whereas the pantograph is described by a detailed multibody model, analysed through two independent codes in a co-simulation environment. A computational procedure ensuring the efficient communication between the multibody and finite element codes, through shared computer memory, and suitable contact force models were developed. The models presented here are contributions for the identification of the dynamic behaviour of the pantograph and of the interaction phenomena in the pantograph–catenary system of high-speed trains due to the action of aerodynamics forces. The wind forces are applied on the catenary by distributing them on the finite element mesh. Since the multibody formulation does not include explicitly the geometric information of the bodies, the wind field forces are applied to each body of the pantograph as time-dependent nonlinear external forces. These wind forces can be characterised either by using computational fluid dynamics or experimental testing in a wind tunnel. The proposed methodologies are demonstrated by the application to real operation scenarios for high-speed trains, with the purpose of defining service limitations based on train and wind speed combination.