全自动运行线路车载无线通信设备的唤醒自检项方案

车载无线通信设备为地铁全自动运行提供了车地无线通话功能、乘客紧急对讲功能及控制中心对列车的广播功能,是列车安全运行的关键设备。介绍了无线车载台的设备结构及功能,根据全自动运行特点描述了无线车载台自检过程。结合全自动运行线路实际场景分析,总结得出列车唤醒车载无线设备的自检项。     

STX1(2)型驮背多功能运输车超偏载检测标准

分析了STX₁₍₂)型驮背多功能运输车对既有超偏载检测方法和标准的适应性,提出了该车的超偏载检测方案,明确了公路货车或半挂车超偏载的检测方法及评判标准。     

Two degree of freedom flow-induced vibration of cylindrical structures in marine environments: frequency ratio effects

The flow-induced vibration of a cylindrical structure is a very common problem in marine environments such as undersea pipelines, offshore risers, and cables. In this study, the vortex-induced vibration (VIV) of an elastically mounted cylinder at a low Reynolds number is simulated by a transient coupled fluid–structure interaction numerical model. Considering VIV with low damping ratio, the response, hydrodynamic forces, and vortex shedding modes of the cylinder is systematically analyzed and summed up the universal rule under different frequency ratios. On the basis of the analysis, we find that the frequency ratio α is a very important parameter. It decides the locked-in, beat, and phase-switch phenomena of the cylinder, meanwhile, it also influence the vortex mode of the cylinder. The trajectory of the two degrees of freedom (2 DOF) case at different natural frequency ratios is discussed, with most trajectories having a “figure of 8” shape and a few having a “crescent” shape. A fast Fourier transformation technique is used to obtain the frequency characteristics of the vibration of the cylindrical structure. Using the 2 DOF cylinder model in place of the 1 DOF model presents several advantages in simulating the nonlinear characteristics of cylindrical structures, including the capacity to model the crosswise vibration generated by in-line vibration.     

转向架空气管路管接头失效原因分析及预防措施

文章根据卡套式管接头的作用原理和使用要求,对转向架空气管路管接头失效的原因进行分析,并就实际经验从安装工艺、检查控制、设计结构、设备工具维护等方面提出预防措施和改进建议。     

城市轨道交通车辆产品标准体系探索

分析了国内外城市轨道交通车辆产品标准体系的现状,重点介绍了城市轨道交通车辆产品标准体系的总体要求、结构搭建、产品标准的制修订,以及标准的实施和改进措施。     

400 km/h速度下编组长度对高速列车隧道交会压力波的影响

基于三维非定常可压缩雷诺时均N-S方程与k-ε两方程湍流模型,采用滑移网格方法,对400 km/h速度等级下不同编组长度(3车编组,8车编组,16车编组)列车于各自最不利长度隧道的等速交会工况进行模拟.对比数值计算与动模型试验结果,两者同一测点压力峰峰值相差不超过3.6％,验证了数值计算的可靠性.研究结果表明:列车表面压力峰峰值由头车至尾车呈下降趋势;随着编组长度由3车增加到16车,列车表面最大压力峰峰值由12.05 kPa增加到15.18 kPa;隧道壁面最大压力峰峰值由14.73 kPa增加至19.19 kPa.     

新疆钢渣成渣工艺及集料化分析研究

本文通过对新疆不同成渣工艺及钢渣矿物化学组成、稳定性、物理指标进行分析,阐述了新疆钢渣技术现状,推动钢渣在公路工程中的资源化利用。新疆钢渣主要集中于北疆的乌昌地区,在热泼法和热闷法两种成渣工艺下,钢渣化学矿物成分相对稳定,属于高碱活性材料,并具有胶凝特性,同时具有一定工程级配。f-CaO含量热闷法小于热泼法,并且在自然环境下可陈化降解,有利于钢渣的稳定性。钢渣物理指标优于新疆常规碎、砾石材料,可集料化用于公路工程建设。此外,钢渣在工程应用中具有显著的经济和生态效益。