双线长大隧道无砟轨道整体道床施工探讨

文章以南钦高速铁路花甲山隧道工程无砟轨道施工为例,对双线长大隧道无砟轨道整体道床铺筑的组织工作进行了介绍,阐述了无砟轨道整体道床施工的工艺流程及方法,为今后类似工程施工提供参考借鉴。     

无人帆船循迹航行的控制研究

提出一种适用于无人帆船循迹航行的控制器,并应用于一条1.5m长风帆艇的湖上航行测试。该控制器包含三个独立模块,局部路径策略模块决定帆艇的转向过程;帆自动控制模块根据帆位角和相对风向角的对应关系获取最佳推进力;舵自动控制模块基于从航海经验中提炼的245条模糊控制规则实现航迹调整。1.5m帆艇的湖上测试结果表明,该控制器在多种风场条件下都可有效完成帆艇的循迹航行,具有在无人帆船上实现长程航行的应用前景。     

地铁基础减振地段钢轨异常波磨 治理方案研究

针对地铁线路产生的钢轨异常波磨问题,调研了某地铁线路的钢轨波磨情况以及基本特征,对轨道刚度、 钢轨廓形、轨距以及轨道动力特征进行测试,提出钢轨异常波磨的治理思路,并对波磨治理效果进行跟踪测试, 提出既有线以及新建地铁线路钢轨波磨的治理以及预防方案。研究表明：地铁钢轨波磨较为严重,波长在 25～ 100 mm 之间;轨道垂向刚度、横向刚度整体较弱,钢轨位移大,保持轨距能力差,轮轨关系恶化,在特定频段 范围内轮轨振动加剧,从而引起钢轨波磨的产生和发展。通过更换扣件及垫板、轨道精测精调、钢轨打磨措施可 以使车内噪声降低 5～10 dB,轨面不平顺显著降低,打磨周期延长至 1 倍以上;既有线路可通过“细调查、调参 数、精维修、动态检查”治理钢轨波磨,新建地铁线路应在规划、设计、运营维护、动态验收阶段严格把关,合 理采用减振轨道,避免钢轨异常波磨的产生和发展。     

CRTS-Ⅱ型板式轨道CA砂浆配合比设计研究

研究了水泥品种、Ma/Mc（沥青与水泥质量比）、Ms/Mc（砂与水泥质量比）、聚羧酸减水剂掺量对CRTS-Ⅱ型板式无砟轨道CA砂浆流动性和强度,膨胀组分铝粉和U型膨胀剂掺量对CA砂浆体积稳定性和强度,Ms/Mc以及消泡剂DF掺量对CA砂浆容重和含气量的影响规律。研究结果表明：采用PⅠ52.5水泥作为主要胶凝材料,Ma/Mc值0.4,Ms/Mc值1.3,聚羧酸减水剂掺量1.2%,铝粉掺量0.04‰,U型膨胀剂掺量10%,消泡剂掺量1.6%,稳定剂掺量1.29%时,制备出了满足性能指标要求的CA砂浆。     

桥上CRTSⅡ型板式无砟轨道底座张拉纵连模拟分析

根据桥上CRTSⅡ型板式无砟轨道结构特点,建立桥上CRTSⅡ型板式无砟轨道底座施工全过程的有限元计算模型,分6个施工步骤分析底座从浇筑、张拉再到锁定整个过程中的受力及变形,研究表明:张拉前需确定底座锁定板温,以控制底座温度变化幅度;张拉时整个断面需均匀张拉,避免出现因应力集中而导致混凝土拉裂,当底座温差较大时,必须每隔24 h重复张拉1次,直到达到最终的张拉量;张拉完成后,BL2后浇带必须待混凝土浇筑段内应力均衡后方能浇筑。     

相邻墩高差对无砟轨道结构不平顺的影响研究

针对新建客运专线验收时相邻桥墩高差较大的桥上轨道结构不平顺超限现象,基于有限元分析方法结合实际桥梁工点情况,对简支梁、连续梁及连续刚构典型桥梁工点分别建立有限元分析模型,研究相邻墩高差温度效应对无砟轨道平顺性的影响;相邻墩高差温度效应对轨道10 m弦长不平顺影响很小,对轨道48a弦长不平顺有较大影响,与轨道结构既有不平顺叠加可能超限;轨道480a弦长不平顺的直接影响因素是最高桥墩的高度,与相邻墩高差没有必然关系。     

双线轨道电路电缆径路图的制作技巧

鉴于信号图形信息化档案管理系统已经成为电务段履历簿管理的常用工具,使用中可能会遇到一些问题。现介绍双线轨道电路图的制作要求及电缆径路图的制作方法,讨论关键制图环节的处理方法,供大家参考。     

Dynamic model for ride comfort evaluations of the rubber-tired light rail vehicle

The dynamic model was developed to evaluate vibration accelerations and ride comforts during the running of the Korean-standardised rubber-tired light rail vehicle. Ride comfort indexes were analysed and tested in accordance with UIC 513R by using the dynamic model and the actual vehicle in the test track. Based on the comparisons between analysis results and test results, the validity of the developed dynamic model was evaluated. It was verified whether or not the developed Korean-standardised rubber-tired light rail vehicle met the specified target specification on ride comfort. In addition, the influence of the wearing of guide wheels on ride comfort was estimated.     

Vertical random vibration analysis of vehicle–track coupled system using Green's function method

A vertical vehicle–track coupled dynamic model, consisting of a high-speed train on a continuously supported rail, is established in the frequency-domain. The solution is obtained efficiently by use of the Green's function method, which can determine the vibration response over a wide range of frequency without any limitations due to modal truncation. Moreover, real track irregularity spectra can be used conveniently as input. The effect of the flexibility of both track and car body on the entire vehicle–track coupled dynamic response is investigated. A multi-body model of a vehicle with either rigid or flexible car body is defined running on three kinds of track: a rigid rail, a track stiffness model and a Timoshenko beam model. The results show that neglecting the track flexibility leads to an overestimation of both the contact force and the whole vehicle vibration response. The car body flexibility affects the ride quality of the vehicle and the coupling through the track and can be significant in certain frequency ranges. Finally, the effect of railpad and ballast stiffness on the vehicle–track coupled vibration is analysed, indicating that the stiffness of the railpad has an influence on the system in a higher frequency range than the ballast.     

Investigation of the effects of sleeper-passing impacts on the high-speed train

The sleeper-passing impact has always been considered negligible in normal conditions, while the experimental data obtained from a High-speed train in a cold weather expressed significant sleeper-passing impacts on the axle box, bogie frame and car body. Therefore, in this study, a vertical coupled vehicle/track dynamic model was developed to investigate the sleeper-passing impacts and its effects on the dynamic performance of the high-speed train. In the model, the dynamic model of vehicle is established with 10 degrees of freedom. The track model is formulated with two rails supported on the discrete supports through the finite element method. The contact forces between the wheel and rail are estimated using the non-linear Hertz contact theory. The parametric studies are conducted to analyse effects of both the vehicle speeds and the discrete support stiffness on the sleeper-passing impacts. The results show that the sleeper-passing impacts become extremely significant with the increased support stiffness of track, especially when the frequencies of sleeper-passing impacts approach to the resonance frequencies of wheel/track system. The damping of primary suspension can effectively lower the magnitude of impacts in the resonance speed ranges, but has little effect on other speed ranges. Finally, a more comprehensively coupled vehicle/track dynamic model integrating with a flexible wheel set is developed to discuss the sleeper-passing-induced flexible vibration of wheel set.