HXD1D型机车列车管查漏方法研究

HX_D1D型机车整车制动系统调试阶段频繁出现列车管泄漏超标问题,延长了整车调试周期,并且影响机务段机车正常运用。文章分析CCBⅡ制动系统的工作原理,研究整车列车管系统结构组成,对比总结以往查找经验,从而编制查漏流程,并通过设计查漏工装来优化列车管查漏流程。     

基于MSE与PSO-SVM的机车轮对轴承智能诊断方法

针对DF4型内燃机车轮对轴承单一和复合故障在内的7种不同健康状态的识别问题,提出了一种基于多尺度熵(Multiscale Entropy,MSE)和粒子群优化支持向量机(PSO-SVM)的机车轮对轴承故障识别方法.计算轴承不同健康状态下振动信号在多个尺度上的样本熵构成MSE特征向量,利用PSO-SVM识别轴承所属故障类...     

工业海洋大气环境下焊接耐候钢Q355NHD腐蚀后力学性能研究

随着钢结构桥梁建设需求不断提高、应用日益广泛,耐候钢以其优良的耐候性能,从材料层面为钢桥防腐提供了一种理想方案;但是,由于中国应用耐候钢的时间较短,耐候钢在某些自然环境下的适用性尚未得到充分论证,对其腐蚀后基本力学性能和疲劳性能的认识尚不完善。为此,以钢桥常用的Q355NHD焊接耐候钢及其对接焊缝为研究对象,针对中国滨海城市常见的工业海洋大气环境,通过周期浸润加速腐蚀试验探讨Q355NHD的耐候性能,并对腐蚀后Q355NHD的单调拉伸性能和疲劳性能开展试验研究。基于形貌观察、基体扫描、锈层分析和腐蚀深度计算等多角度分析,发现在模拟工业海洋大气环境下,Q355NHD尽管会形成具有一定致密性的锈层,但其腐蚀速率等宏观指标相比于普通钢并不突出。腐蚀后单调拉伸试验结果表明:腐蚀8周(等效于青岛受工业污染的海洋大气环境下自然腐蚀20年)后Q355NHD母材试件的屈服强度和抗拉强度分别下降8.1%和7.2%,对接焊缝试件的屈服强度和抗拉强度分别下降14.1%和12.5%。腐蚀后疲劳试验结果表明:腐蚀8周后Q355NHD母材试件和对接焊缝试件的设计疲劳强度分别下降35.6%和30.3%,为317.9 MPa和211.0 MPa,但仍然满足《钢结构设计标准》(GB 50017-2017)中相应构造类别的疲劳设计要求。经与既有文献报道的Q355普通钢试验结果对比,表明尽管Q355NHD在工业海洋大气环境中未表现出良好的耐腐蚀性能,不建议按免涂装使用,但其力学性能在不同批次试验结果中处于较高水平,可以视为一种优质的Q355钢材。     

Study of the Settlement Control of Deformation Joints of Tunnels Passing Closely under the Existing Station北大核心CSCD

The newly-built tunnel passing closely under the existing station will inevitably lead to settlement of the existing station, and especially deformation joints are prone to differential settlement. Based on the Suzhoujie Station of Beijing Subway Line 16 passing closely under the existing Line 10, this paper analyzes the overall settlement of the existing station and the differential settlement at deformation joints through a combination of field measurement and numerical simulation. The study results show that installing jacks significantly prevents the settlement of the existing station, after installation of jacks the settlement of the existing station is reduced by about 58%, and the jacking force of the jack shall be controlled between 180-450 t; the impact of construction on the single-deck station structure side at deformation joints is greater than that on the double-deck station structure side, the stress on the socket is gradually increased with the excavation of the lower tunnel, and reduced after installation of jacks, indicating that the jack can effectively reduce the tensile stress of the existing station and maintain the safety of the existing station; with the action of the jacking force of jacks, the settlement curve of the existing station presents a stepwise change at the jack installation points, while the upper ground surface settlement is relatively uniform. © 2022, Editorial Office of Modern Tunnelling Technology. All right reserved.     

地铁车辆牵引电机装车噪声性能测试及分析

通过对某地铁车辆牵引电机开展线路振动噪声测试,获取了车辆运行过程中牵引电机本体附近及车辆内部的振动噪声数据,通过频域分析、品质分析和阶次分析等研究了不同工况下牵引电机的噪声性能及其对车底和车厢的影响,可为牵引电机设计开发提供参考。     

超大型枢纽建筑节能设计与施工技术研究

超大型枢纽建筑工程由于受到规划布局、朝向、建筑间距和既有建筑位置及条件等限制,利用自然条件难以满足建筑节能要求。为确保超大型枢纽建筑达到节能降耗的标准要求,以重庆火车北站综合交通枢纽工程为背景,通过对施工节点和质量控制研究总结出超大型枢纽建筑节能设计应考虑的关键因素并提出了节能措施,为今后超大型枢纽建筑节能工程提供参考。     

冻结法施工地铁联络通道后期渗漏水分析及处置研究

对冻结法施工的地铁联络通道在融沉注浆后仍普遍存在的渗漏水现象,进行了总结归类。深入分析研究了渗漏水发生的各自原因,分别提出了前期预防措施及后期处置方法,并将其在多个联络通道施工中加以应用。工程实践检验表明,这些防漏措施及方法具有较好的工程效果及经济效益。