高速铁路站场设计及参数优化研究
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摘要
铁路站场设计是铁路工程设计的重要环节,它不仅关系到如何设计出一个车站,更重要的是车站及枢纽是形成运输综合能力的关键环节,是满足铁路运输服务质量最基本的基础设施之一。高速铁路站场承担着普速、高速及城际列车的接发,股道众多,作业复杂,站场设计需保证高峰小时运输和运营调整需要,满足技术作业需求,保证追踪,提高服务质量;同时高速铁路站场要保证各场相互协同、相互补充,在正常情况下和非常情况下,使高速铁路发挥最大运输能力。高速铁路站场设计技术是摆在现今铁道工程领域研究的一个突出课题,对实现高速铁路客站经济合理、安全可靠、高效便捷的总体要求具有重要意义。
     本文在分析高速铁路站场布局基础上,分析了站场连接曲线参数、到发线长度及站台参数等设计参数;采用了全天候的技术作业动态仿真模拟技术,结合高速铁路站场设计方案,对车场咽喉区及主要设备能力适应性进行了系统的分析,研究提出了设计优化建议;在充分考虑岔区轮轨接触几何关系基础上,建立适用于高速铁路站场连接曲线参数分析的动力学模型,分析了侧向通过速度、密贴长度、插入段长度和缓和曲线长度对车线动力响应影响规律,从舒适性、安全性和磨耗特性综合给出了站场连接曲线合理取值。本文的研究为高速铁路站场设计和参数优化提供了理论依据。
The design of station yard is an important step in railway engineering. It's not only related to the station design, what's more, station and terminal are the key links to generating integrated transportation capacity and is one of the most basic infrastructures to meet the need of service quality in railway transportation. The high-speed station yard undertakes the receiving and sending of universal speed train, high-speed train and intercity transit train. It has numerous tracks and the works are complex. The yard design should meet the adjustment of transportation and operations in peak hours, meet the need of technical operation, assure the tracing and improve the service quality. The high-speed station yard should also assure the mutual coordination and complement between every yard, and making the high-speed railway play it's maximum transportation capacity in normal conditions and non-normal conditions. The design technique of high-speed station yard is a prominent subject in railway engineering. It is very significant to realize the general requirement of economic and reasonable, safe and reliable, efficient and convenient high-speed station.
     Base on the analysis of high-speed station yard setting, the design of high-speed station yard and parameter optimization are researched using all-weather operation simulation theory, Combined with the practice of yard design, the capacity adaptability of the throat area and main facility is systematically analyzed and studied. Base on fully considering the wheel-rail contact relationship in turnout area, model used in analyzing parameters of connection curves in high-speed station yard are established. Effecting rules on vehicle-line dynamic responses by lateral passing speed, attaching length, length of insert lines and length of transition curves are analyzed. Proper values of connection curve length are proposed from the view of comfort, safety and wears. Theoretic basis and reference suggestions are provided for high-speed station yard design and parameter matching.
     The respective number of graphs, tables and refs is 115,21 and 102.
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