南京地铁宁溧线信号控制4/6节编组列车混合运行技术方案

根据南京地铁宁溧线和机场线贯通运营的要求,空港新城江宁站至无想山站小交路需要支持4/6节编组列车混合运行.为此,信号系统需对车载信号和轨旁信号进行特殊设计,除在轨旁增加混合运行控制设备,并配置不同的车载数据库,实现自动识别列车编组外,还需对不同编组列车的定位、超速防护、对标停车、试车线测试以及站台门联动进行设计,增加混合运行功能,实现4/6节编组列车的安全运行控制.     

钛合金Ti-6Al-4V ELI厚板多层多道焊试验与数值模拟

对2块厚度为24mm的Ti-6Al-4VELI厚板进行夹角为171.98°的多层TIG焊接试验,基于SYSWELD软件平台,在焊板两端完全刚性固定的装夹条件下数值模拟计算焊接温度场、应力场和焊接引起的变形.计算结果表明,焊接温度场的变化规律符合实际,焊缝区的拉伸残余应力最大,热影响区的压缩残余应力较大.焊接数值模拟得到的残余应力场与试验测量值能较好地吻合,验证了数值模拟模型的准确性.该数值模拟方法可应用到大深度Ti-6Al-4VELI载人舱强度计算中的焊缝残余应力模拟中.     

Real-world gaseous and particle emissions of a Bi-fuel gasoline/CNG Euro 6 passenger car

The objective of the present study is the assessment of the environmental impact of a bivalent (bi-fuel) vehicle, running either on gasoline or compressed natural gas (CNG). To that aim, a Euro 6 passenger car was tested under various real-world driving conditions. In order to cover the full range of conventional powertrains currently in the market, the tests were also repeated on a Euro 6 diesel passenger car. Both cars were driven in two routes, the first complying with the regulation limits and the second going beyond them. Carbon monoxide (CO), nitrogen oxides (NO_x) and particle number (PN) emissions were recorded using a Portable Emissions Measurement System (PEMS). Apart from the aggregated emission levels, in g/km, the exact emission location along the route was also assessed. Natural gas proved beneficial for CO and PN emissions, the level of which always remained below the respective legislation limits. On the other hand, under the dynamic driving conditions with gasoline, the relevant limits were exceeded. Cold start, occurring at the beginning of the urban part, and motorway driving were identified as major contributors to total emissions, especially in gasoline mode. However, the application of natural gas was associated with a penalty in NO_x emissions, which were significantly increased as compared to gasoline. Local peaks within the urban part were identified in CNG mode. In any case, the diesel vehicle was by far the highest NO_x emitter.     

关于C50结构砼的适用配比研究

对C50混凝土配合比设计中的设计方法、注意事项及施工中的控制重点提出一些看法.     

机车检测系统中JT-6管理的设计与实现

对机车检测系统中的JT-6管理子系统作了介绍,重点分析了JT-6报活,JT-6施修的功能及设计思想,简要介绍了故障字典、JT-6查询、JT-6验收等功能,并阐述了其关键技术。     

C50混凝土配合比设计注意事项探析

C50及以上强度的混凝土对桥梁施工有着至关重要的作用。原材料选择主要包括集料、水泥和外加剂的选择。C50混凝土配合比设计需计算C50混凝土比配合比并确定试拌混凝土基准配合比。     

区域间拓扑匹配的Chord6模型研究

为了解决P2P网络中存在的不同地址前缀区域拓扑不匹配,即物理网络中相邻的两个区域在覆盖网络中相距很远,反之亦然,以及由此造成的底层路由效率低下的问题.本文采用IPv6地址层次性和其泛播通信机制对节点标识符的重新设计,改进了Chord6模型.该方法不仅使得各个区域间具有拓扑一致性,而且使得路由表具有地址聚合的特性.实验表明,该方法与Chord6相比,在覆盖网络中路由跳数上减少了约10％,在物理网络中端到端的延时降低了约10％.     

110kV GIS变频串联谐振耐压试验分析

分析了广珠线金塘110kV GIS交流耐压试验中净化和耐压2个阶段,并给出了该项试验的判定方法,提出了耐压试验注意事项和建议。     

影响转K6型转向架动力学性能的2个主要因素分析

采用动力学仿真分析和线路动力学试验相结合的方法,研究一系橡胶垫定位刚度对转K6型转向架运动稳定性的影响。采用实验室实验和线路动力学试验相结合的方法,研究侧立柱磨耗板与斜楔摩擦副的匹配对配装转K6型转向架车辆垂向振动加速度的影响。结果表明,转K6型转向架每轴箱橡胶垫的纵、横向刚度应分别在14 MN/m1、2 MN/m以上时方能满足转K6型转向架最高商业运营速度的要求。装用高分子复合材料主摩擦板的ADI组合式斜楔与T10钢立柱磨耗板摩擦副具有较优的摩擦磨损性能,较理想的摩擦系数和良好的动力学性能,建议转K6型转向架摩擦减振装置的摩擦副采用装配高分子复合材料主摩擦板的ADI组合式斜楔对T10钢立柱磨耗板的方案。     

6K型机车PLC逻辑控制器的设计

文章介绍了逻辑控制器PLC在电力机车中的应用原理,阐述PLC在6K型机车上的应用,取代了原机车继电器逻辑电路,使控制电路简化,提高了6K型机车运行的可靠性.