下穿铁路的浅埋隧道长距离管幕施工

管幕工法是地下工程的超前支护手段之一,施工中会对地层形成扰动,造成地表沉降;长距离的管幕施工可能因为导向定位精度差使钢管侵入地下工程主体,影响主体工程施工;下穿铁路的浅埋管幕施工更可能因路基的变形过大而影响行车安全.结合工程实践,从管幕施工、工程监测及管幕施工对铁路路基的沉降影响介绍了浅埋长距离管幕的施工方法.     

弹性长轨枕在首都机场线的设计与应用

为满足首都机场线部分地段中等减振的需要,首次研制开发的弹性长轨枕,对弹性长轨枕的构造方案、荷载体系、配筋结构型式以及T3站实铺现场的落轴冲击减振时比试验结果等进行较全面的总结和分析.结果表明,与传统弹性短轨枕相比,弹性长轨枕轨道具有稳定性好、弹性垫层易于检查和更换等技术优势,推广价值较高.     

应用车辆-道岔-桥梁耦合动力学分析道岔-桥梁合理相对位置

为确定道岔、桥梁的合理相对位置,深入研究快速及高速行车条件下车辆-道岔-桥梁的动态相互作用,将车辆、道岔区轨道和桥梁作为一个整体,建立车辆-道岔-桥梁耦合系统动力分析模型,用数值模拟的方法计算分析高速行车条件下道岔区轨道、车辆与连续桥梁结构的动力特性及行车安全性和舒适性。以车速350 km/h通过18号国产道岔,岔桥相对位置为尖轨尖端分别位于桥跨1/4、跨中、3/4跨及墩上,通过计算出的尖轨和心轨开口量、尖轨和心轨动应力、车体振动加速度、减载率、脱轨系数、舒适性、桥梁振幅、振动加速度和梁端转角等动力响应,确定在车辆-道岔-桥梁耦合动力条件下4×32 m连续梁桥的合理岔桥相对位置。计算结果表明,18号国产道岔铺设于4×32 m连续梁桥上时,道岔尖轨尖端位于1/4跨时综合动力效果较佳。     

地铁车辆客室塞拉门动力学性能仿真分析

采用理论分析与ADAMS仿真相结合的方法,对某鼓型地铁车辆客室塞拉门的运动学规律及影响其关门性能的主要因素进行了分析,得出以下结论:由车门长导柱与携门架轴承之间摩擦系统的改变而引起的摩擦力变化对车门关门性能的影响不是很大;车门门扇运动轨迹对车门受力的影响较大,为了保证车门关门准确性,车门塞拉角误差应不大于2°;车门门扇外摆最优安装尺寸的公差范围是0~-2mm;车门密封尺寸是车门密封要求中最重要的尺寸,其误差应尽量控制为零。     

地铁主变电所电抗器操作过电压问题分析及解决方案

在成都地铁1号线主变电所无功补偿工程中,当真空断路器切电抗器时有爆鸣声响和弧光的现象.分析了产生过电压的原因,比较了不同过电压保护装置的优缺点.工程实践证明,采用阻容吸收器进行过电压抑制效果良好.目前,在成都地铁线中,主变电所需要切电抗器均优先采用阻容吸收器.     

Static Load Test of Low Vibration Track under Heavy Haul TrainEI北大核心

Research purposes: Low vibration track is a suitable track structure in the heavy haul railway long tunnel. Taking the low vibration track in the middle-south channel tunnel as the research object, through the full-scale model static load test, this paper studies the mechanical properties of a single bearing block under the vertical load at the end of the track bed slab (working condition 1), the horizontal and vertical load at the end of the track bed slab (working condition 2), the vertical load at the middle of the track bed slab (working condition 3) and track's crack development trend. Research conclusions:(1) Taking the static load of 30 t axle load train as a reference, the track slab and bearing block concrete of working condition 1 reach the axial tensile strength at 3.3 and 3.1 times static wheel load, the track slab and bearing block concrete of working condition 2 reach the axial tensile strength at 3.0 and 3.1 times static wheel load, the track slab and bearing block concrete of working condition 3 reach the axial tensile strength at 4.9 and 2.9 times static wheel load. (2) Track slab's crack of working condition 1 appears at the corner of the bearing block and the midline of the long side of the bearing block and extends to the short side of the track slab. The crack extension at the corner point is in the shape of "eight". There is no obvious crack of working condition 3 in the track slab. (3) The horizontal load of the train leads to the increase of the force of the concrete in the corner of the bearing block. (4)The research results have guiding significance for the design, construction and maintenance of low vibration track. © 2018, Editorial Department of Journal of Railway Engineering Society. All right reserved.     

城市轨道交通车辆基地雨水再利用方案研究

城市轨道交通车辆基地占地面积一般有30万～40万m2,多设置在市郊结合处或郊区。基地内除正常的车场区及建筑区外,尚有一定的用地可作为雨水沉淀及储存水池。车辆检修库和车辆停车库的总面积约7万～9万m2,其屋面雨水可作为中水水源。结合天津市津滨地区某地铁车辆基地的特点介绍雨水收集及利用的流程及方案,供缺水城市的轨道交通车辆基地在设计中参考。     

浅谈鼓形齿滚齿加工方法的改良

介绍了鼓形齿的传动原理和不同加工方法,提出了鼓形齿加工的新工艺和新方法。     

宜万铁路石院子隧道坍塌病害原因分析及整治

系统分析宜万铁路石院子隧道坍塌病害产生的地质原因及其形成的机理,在此基础上提出综合整治设计原则,介绍综合整治措施及其效果,并由此提出值得思考及借鉴的经验教训。     

A new buyer-seller watermarking protocol without double embedding

AbstractCopy deterrence is a digital watermarking application which enables a seller to identify the buyers who obtain digital content legally but illegally redistribute it. However, in many buyer-seller watermarking protocols proposed for copy deterrence, the seller has to embed two watermarks into each copy of the digital content before it is sold. In this paper, we propose a new buyer-seller watermarking protocol in which the seller can reduce the number of the embedded watermarks from two to one. The proposed protocol also provides a more efficient solution to the unbinding problem than that of Lei et al’s scheme.