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turnout相关的网络例句

查询词典 turnout

与 turnout 相关的网络例句 [注:此内容来源于网络,仅供参考]

Since the general turnout can not do, we must develop a special turnout - bifurcated track heart activity.

既然普通道岔做不到,就必须研制特殊道岔——活动心轨道岔。

The paper introduces the concept of curve following turnout branch line and some relevant regulations,discussing maintenance method of mini-typed curve on railway with coordinate method based on original curve following turnout branch line at Rolling Line No.

介绍道岔附带曲线概念及其有关规定,结合中3条原有附带曲线的特点,阐述用坐标法对铁路线路上小型曲线的维修方法。

In order to control the insufficient transition displacement of the long rail components to ensure the high regularity of turnout and its locking reliability, a transition design method for long rail components and double limb elastically bendable turnout frog structure was established using the finite element method, a new roller sliding platform was developed, and the transition traction point layout and stroke design were optimized.

为控制长大轨件转换不足位移,确保道岔的高平顺性和锁闭可靠性,运用有限单元法进行长大轨件及双肢弹性可弯心轨结构的转换设计,研制出新型辊轮滑床台,并优化了转换牵引点布置及其动程设计。

The model of jointless turnout on bridge is built up by using the finite element method,the forces and displacement of jointless turnout are computed,and the influences on jointless turnout of bridge structure are analyzed.

本文采用有限元分析的方法,建立桥上无缝道岔的模型,计算桥上无缝道岔的受力和变形,并分析了桥梁结构对无缝道岔的影响。

As a rising subject, the vehicle-turnout system dynamics has been founded initially at the present to study the vibrative characteristics of vehicle subsystem and turnout subsystem while the train passing through the turnout zone.

车辆—道岔系统动力学作为专门研究铁道车辆通过道岔时车辆系统与道岔系统振动特性的新的研究领域,目前在国内外已逐步开展。

Aiming at the ballasted continues welded track and turnout structure on the normal embankment, stability analysis model of continues welded track is established by finite element method to avoid the disadvantages of traditional methods, compile the finite element analysis program and make comprehensive analysis on the lateral deformation and vibrational characteristics caused by temperature force of the continues welded track and turnout str ucture.

本文针对有砟轨道普通路基上无缝线路及无缝道岔轨道结构,运用有限元法,建立了三维无缝线路稳定性分析模型,避免了传统理论假设过多的弊端,基于有限元分析软件,编写了有限元分析程序,对无缝线路和无缝道岔的横向变形和横向振动特性进行了全面研究,主要研究内容有:1。

With the harmony between vertical and lateral deformation of long rail components taken into account, a transition locking structure for large expansion volume, an ending structure of the switch, a nose rail that both transfers longitudinal force efficiently and maintains turnout regularity, and a fastener system suitable for both ballast and ballastless track were developed to solve the transition choking problem of jointless turnout.

为解决无缝道岔转换卡阻问题,在考虑长大轨件纵横向协调变形的基础上,研发了适应大伸缩量的转换锁闭机构、既可有效传递纵向力又可保持道岔平顺性的尖轨及心轨跟端结构和适用于有砟和无砟轨道基础的扣件系统。

Research purposes:The paper gives an introduction to the additional force transfer mechanism of welded turnout on ballastless track,presents the calculation model for welded turnout on ballastless track, calculates additional force and deformation of welded turnout on ballastless track by FEM,the result is compared with ballast track.

研究目的:分析无砟轨道基础上无缝道岔的纵向力传递机理,建立无砟无缝道岔计算模型,采用有限单元法计算了无砟无缝道岔受力及变形,并与有砟轨道无缝道岔进行了对比分析,为无砟无缝道岔设计提供参考依据。

Based on the wheel/rail multi-point contact in turnout zone, a dynamic design theory for high-speed railway turnout was established and several creative designs were made, such as separated semi-tangent switch plane linetype, horizontal hidden nose structure of turnout frog, short transitional top surface figure of the switch rail, and track stiffness of turnout with even elasticity.

基于道岔轮轨多点接触关系,建立了高速道岔动力分析理论,并设计出适合我国高速道岔的相离式半切尖轨平面线型、心轨水平藏尖结构、尖轨短过渡顶面轮廓和弹性均匀的岔区轨道刚度。

The paper summarizes systematically the existing state of the structure of slide plate of turnout at home and abroad, improves and optimizes the structure of slide plate of speed-up turnout against the existing problems of slide plate of speed-up turnout such as failure tightening force, cracks in spring shim and pin, large surface resistance of slide bed-plate, difficulty in gauge adjusting and so on.

本文较为系统地总结了国内外道岔用滑床板的结构现状,针对提速道岔用滑床板存在的扣压力失效、弹片与销钉出现裂纹、滑床台板表面阻力大、轨距调整困难等问题,改进和优化了提速道岔用滑床板的结构。

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