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1.
磁浮列车     
什么是磁浮列车磁浮的构想由德国工程师赫尔曼·肯佩尔于1922年提出。磁浮列车用电磁力将列车浮起而取消轮轨,采用长定子同步直流电机将电供至地面线圈,驱动列车高速行驶,从而取消了受电弓,实现了与地面没有接触、不带燃料的地面飞行。世界上第一列磁浮列车小型模型1969年在德国出现,日本是三年后研制成功的。到1979年,磁浮列车技术创造了517千米/时的速度纪录。目前技术已经成熟,可进入500千米/时实用运营的建造阶段。  相似文献   

2.
看到这个题目,有的小朋友可能感到新奇。没有车轮,火车怎么行驶呀?实际上,火车去掉了轮子会跑得更快,而且在一些国家已经使用上了这种无轮火车,它就是气垫列车和磁浮列车。  相似文献   

3.
磁悬浮列车     
地面有轨铁路交通具有运量大、能耗低、污染少、全天候、安全可靠等优点。传统的轮—轨铁路系统和新兴的磁浮列车系统都属地面有轨铁路交通系统。两者最大的区别:其一,轮—轨机车采用旋转电机驱动,机车牵引力受到轮轨之间黏着力的限制,磁浮列车采用线性电机驱动,列车牵引力不受黏着力限制,这就决定了磁浮列车可以达到很高的速度;其二,轮—轨机车是通过车轮来支撑和导向的,存在机械接触,因而噪声和磨损较大,而磁浮列车是采用磁力悬挂和导向,避免了机械接触。日本和德国是研制磁浮列车的先进国家。日本在山梨县建有18.4公里超导高速磁浮列车(…  相似文献   

4.
电磁学与磁浮列车陆文光(广东湛江市麻章区湖光农场中学524086)一、磁浮列车的电磁学原理我们知道,在电磁学里,当通给两个互相平行的线圈的电流同向时就互相吸引,反之互相排斥.如果把许多对电流方向相反的线圈分别安装在列车和轨道上,列车就会悬浮起来,同样...  相似文献   

5.
以磁浮列车的垂向运动为研究对象,研究其非线性系统的稳定性。选取气隙值、电流值为磁浮列车悬浮系统的广义坐标,依据拉格朗日-麦克斯韦方程建立磁浮列车非线性悬浮系统的动力学模型,得到的振动方程是三阶的强非线性负刚度微分方程。应用MLP法求得系统的共振永年项条件,并对初始方程进行了数值计算,得到了磁浮列车在空载、满载、过载情况下的悬浮系统振动时间响应曲线和相图,结果表明:随着列车质量的增加,列车初始位移增加,但列车启动后50 s的时间内,系统振动趋于稳定。  相似文献   

6.
本文简述了汽车在行驶过程中,汽车噪声产生以及对噪声的要求,同时噪声控制对于环境污染和乘坐舒适性的重要意义,分析了汽车在行驶中产生噪声的各类因素,并提出了控制噪声的有效措施及方法。  相似文献   

7.
《地理教育》2008,(1):80-80
飞翔列车普通火车在行驶时受到的空气阻力和轨道摩擦力很大,这样就白白耗费了很多燃料。东京大学的一个科学小组正在研究一种新型的空气动力学列车,可以有效解决这个问题。这种火车看上去更像是一架飞机,带有四个空气动力学翅膀,还有两个螺旋桨。全速前进时,列车可以高出轨道10cm飞行,节能而且速度快,时速可达500km。  相似文献   

8.
磁浮列车是磁场空中悬浮列车的简称。磁浮技术可使列车悬浮在铁轨上。德国的工程师们目前正准备建造世界上第一条磁浮铁路。这种名为“速运”的磁浮fIJ车计划将于2005年开始在汉堡和柏林两个城市飞驰。虽然美国在磁浮列车研制方面进展较慢,但加利福尼亚的劳伦斯·利弗莫尔国家实验室已开发出一种更新更简单的磁浮技术,这种技术将有助于美国科研人员研制出安全可靠成本低廉的磁浮列车。磁浮列车是一种“悬浮”在空中的火车。是什么力量使数十吨重的火车悬浮起来的呢?毫无疑问是磁力!让我们来观察一块磁铁。它有——北阳)南(S)两上磁…  相似文献   

9.
近年来,随着列车性能的增强以及铁路路况的改良,列车的行驶速度已经有了很大程度的提升.但是,高速行驶的列车给铁路的维护带来了很多的麻烦.在铁路施工段偶尔会因为列车速度过快或者未减速,造成铁轨损坏、铁路工人受伤和交通事故等的发生.所以,我们必须开发列车自动测速与报警系统,安装在施工路段附近.每当列车经过测速传感器时,系统就会测出列车通过的速度,并通过其附带的无线发射器,将列车的速度传输给列车司机和施工路段的工人.列车司机接收到系统语音提醒后开始将列车速度降低到安全速度范围,行驶过施工路段,以免发生安全事故.本文研究了一种基于AT89C51单片机的列车自动测速报警系统,且对该系统的功用、硬件结构、测速电路以及系统软件等方面进行了一系列具体的讨论.  相似文献   

10.
研究目的:研究高速列车车轮多边形特征对轮轨噪声和车内噪声的影响规律,讨论目前国内高速列车车轮镟修指标的不足,为高速列车车轮镟修方法的优化改进提供科学依据。创新要点:系统分析高速列车车轮多边形阶次、幅值和相位等参数对车内噪声的影响规律;提出车轮镟修中仅考虑车轮径跳作为限值是不够的。研究方法:1.基于线路试验,初步分析高速列车车轮多边形状态对车内噪声的影响,进而对车轮多边形特征进行剖析;2.基于带通滤波和快速傅里叶变换,使用MATLAB程序生成不同阶次、幅值和相位的车轮多边形粗糙度数据;3.基于TWINS轮轨噪声原理,使用HWTNS预测含有不同车轮多边形特性的轮轨噪声;4.基于混合有限元-统计能量分析(FE—SEA)方法,建立高速列车客室端部车内噪声预测模型,预测车内噪声;5.通过分析车轮多边形参数、车轮径跳和车内噪声之间的相互关系,研究目前的高速列车车轮镟修指标是否合适。重要结论:1.高速列车车轮径跳值相同,但车轮多边形状态不同时,轮轨噪声与车内噪声有明显差异;2.当车轮多边形幅值相同时,高阶多边形可以引起更高的轮轨噪声和车内噪声;3.改变车轮多边形的相位,可以获得不同的车轮径跳值,但是对轮轨噪声和车内噪声几乎没有影响。  相似文献   

11.
不同速度高速列车车外噪声的调查研究   总被引:1,自引:1,他引:0  
研究目的:基于声源识别,得出车外噪声分布特性及场点主要噪声源。创新要点:1.研究高速列车噪声源强特性及频谱特性;2.揭示不同速度下不同声源频谱变化规律;3.分析车外声场场点噪声变化规律及主要声源。研究方法:1.利用车外声源识别系统(图2)分析高速列车声源分布规律及频谱特性;2.利用声源的垂向(图10)分布研究不同声源在各频率下垂向分布规律;3.利用场点声源与速度的拟合关系(图16)研究场点主要噪声源。重要结论:1.高速列车车外噪声源主要分布在轮轨区域、受电弓和车间连接区域;2.轮轨区域噪声包括滚动噪声和气动噪声,在各频率均为最显著声源;3.在整个列车高度,轮轨滚动噪声对总噪声贡献率大于气动噪声;4.车外场点噪声主要频率为630-2500Hz,主要来自轮轨滚动噪声。  相似文献   

12.
In this paper, a modified transient finite element (FE) algorithm for the performance analysis of magnetically levitated vehicles of electromagnetic type is presented. The algorithm incorporates the external power system and vehicle’s movement equations into FE model of transient magnetic field computation directly. Sliding interface between stationary and moving region is used during the transient analysis. The periodic boundaries are implemented in an easy way to reduce the computation scale. It is proved that this method can be used for both electro-motional static and dynamic cases. The test of a transformer and an EMS-Maglev system reveals that the method generates reasonable results at very low computational costs comparing with the transient FE analysis.  相似文献   

13.
This paper presents an investigation into the characteristics of interior noise of a Chinese high-speed train under several typical conditions. Interior noises within Vehicle TC01, which can be used as a head car or an end car, and Vehicle TP03, the third car counting from TC01, are measured for the train running at speeds from 260 km/h to 385 km/h, along two types of track including a slab track and a ballast track and either on the ground surface or in a tunnel. Data analyses are performed for sound pressure overall levels, frequency, area contributions, and possible generation mechanisms, showing how they are affected by train speed, running direction, track type, and tunnel. The results show that, whether TC01 is used as head car or end car, the interior noise characteristics in the VIP cabin are mostly related to aerodynamic noise. Differences in interior noise between tracks become smaller as the train speed increases. The effect of a tunnel on the interior noise is more important for the middle coach than that for the head coach. This study can provide a basis for noise control of high-speed trains.  相似文献   

14.
When aerodynamic braking works, the braking wings can change the flow field around the train, which may impact on the comfort and safety. Based on a sliding mesh, the pressure wave and flow field around high-speed trains with aerodynamic braking are analyzed. By comparing three typical intersection situations, the pressure wave of a high-speed train during braking (with or without aerodynamic braking) is studied. The analyses indicate that the pressure wave around the high-speed train body will change while using the aerodynamic braking, causing several pressure pulses on the surface of crossing high-speed trains. The distances between the pressure pulses are equal to the longitudinal distances of the brake wings, but the magnitudes of the fluctuations are less than those induced by the head of crossing trains. During the crossing, a train without aerodynamic braking will not impact the crossing train.  相似文献   

15.
In this study, ground vibrations due to dynamic loadings from trains moving in subway tunnels were investigated using a 2.5D finite element model of an underground tunnel and surrounding soil interactions. In our model, wave propagation in the infinitely extended ground is dealt with using a simple, yet efficient gradually damped artificial boundary. Based on the assumption of invariant geometry and material distribution in the tunnel??s direction, the Fourier transform of the spatial dimension in this direction is applied to represent the waves in terms of the wave-number. Finite element discretization is employed in the cross-section perpendicular to the tunnel direction and the governing equations are solved for every discrete wave-number. The 3D ground responses are calculated from the wave-number expansion by employing the inverse Fourier transform. The accuracy of the proposed analysis method is verified by a semi-analytical solution of a rectangular load moving inside a soil stratum. A case study of subway train induced ground vibration is presented and the dependency of wave attenuation at the ground surface on the vibration frequency of the moving load is discussed.  相似文献   

16.
悬浮控制是磁悬浮系统的关键问题,其驱动系统必须在稳定悬浮的基础上设计。将专家PID控制用于电磁悬浮系统(Electromagnetic Suspension System,简称EMS),实现了稳定悬浮。相对于常规的磁悬浮系统,由于控制中加入了专家系统,悬浮系统的响应速度明显增加。系统中只需要气隙传感器而无需加速度传感器。悬浮仿真实验表明,系统具有很好的适应性,也获得了较高的控制精度。  相似文献   

17.
This paper aims to investigate the nonlinear dynamic behaviors of an NGW planetary gear train with multi-clearances and manufacturing/assembling errors. For this purpose, an analytical translational ? torsional coupled dynamic model is developed considering the effects of time-varying stiffness, gear backlashes and component errors. Based on the proposed model, the nonlinear differential equations of motion are derived and solved iteratively by the Runge-Kutta method. An NGW planetary gear reducer with three planets is taken as an example to analyze the effects of nonlinear factors. The results indicate that the backlashes induce complicated nonlinear dynamic behaviors in the gear train. With the increment of the backlashes, the gear system has experienced periodic responses, quasi-periodic response and chaos responses in sequence. When the planetary gear system is in a chaotic motion state, the vibration amplitude increases sharply, causing severe vibration and noise. The present study provides a fundamental basis for design and parameter optimization of NGW planetary gear trains.  相似文献   

18.
Dynamic responses of track structure and wave propagation in nearby ground vibration become significant when train operates on high speeds. A train-track-ground dynamic interaction analysis model based on the 2.5D finite element method is developed for the prediction of ground vibrations due to vertical track irregularities. The one-quarter car model is used to represent the train as lumped masses connected by springs. The embankment and the underlying ground are modeled by the 2.5D finite element approach to improve the computation efficiency. The Fourier transform is applied in the direction of train’s movement to express the wave motion with a wave-number. The one-quarter car model is coupled into the global stiffness matrix describing the track-ground dynamic system with the displacement compatibility condition at the wheel-rail interface, including the irregularities on the track surface. Dynamic responses of the track and ground due to train’s moving loads are obtained in the wave-number domain by solving the governing equation, using a conventional finite element procedure. The amplitude and wavelength are identified as two major parameters describing track irregularities. The irregularity amplitude has a direct impact on the vertical response for low-speed trains, both for short wavelength and long wavelength irregularities. Track irregularity with shorter wavelength can generate stronger track vibration both for low-speed and high-speed cases. For low-speed case, vibrations induced by track irregularities dominate far field responses. For high-speed case, the wavelength of track irregularities has very little effect on ground vibration at distances far from track center, and train’s wheel axle weights becomes dominant.  相似文献   

19.
The China’s high-speed railway is experiencing a rapid growth. Its operating mileage and the number of operating trains will exceed 45 000 km and 1500 trains by 2015, respectively. During the long range and constant high-speed operation, the high-speed trains have extremely complex and varied work conditions. Such a situation creates a huge demand for high-speed train on-board monitoring. In this paper, architecture for high-speed train on-board monitoring sensor network is proposed. This architecture is designed to achieve the goals of reliable sensing, scalable data transporting, and easy management. The three design goals are realized separately. The reliable sensing is achieved by deploying redundant sensor nodes in the same components. Then a hierarchal transporting scheme is involved to meet the second goal. Finally, an electronic-tag based addressing method is introduced to solve the management problem.  相似文献   

20.
通过对双重轮系结构及运动的分析,归纳推理出一般平面多重复杂轮系运动分析的方法,并导出一个计算平面复杂轮系传动比的计算公式。  相似文献   

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