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91.
王立乾 《石家庄铁道大学学报(自然科学版)》2013,(4):83-86,90
挡肩裂纹是双块式轨枕预制的一项严重质量问题,将直接导致轨枕报废,若控制不到位,将给企业造成严重经济损失。以新建贵阳至广州铁路广宁轨枕预制场双块式轨枕施工为例,从脱模机构、混凝土配合比、混凝土养护等方面分析了挡肩裂纹出现的原因,并制定出针对性措施,为以后双块式轨枕的质量控制提供参考和借鉴。 相似文献
92.
汪皓 《现代城市轨道交通》2013,(3):100-103
城市轨道交通高架标准站的站位和车站型式,对高架轨道交通使用功能和工程造价有直接影响,对城市规划及城轨周边地区未来的发展也有间接影响。介绍了高架标准站的设计原则,通过对高架路中站与路侧站的比较,确定路中站更具优势,在此基础上,对高架路中站2种站台型式(岛式站台和侧式站台)及设备管理用房采用内置或外挂4种常见车站型式的比较分析,提出了高架标准站应该采用路中岛式,设备管理用房内置的车站型式。 相似文献
93.
结合北京地铁4号线和大兴线现场系统调试、维护工作经验,详细介绍了CBTC系统中的VOBC系统构成及工作原理,并对常见VOBC系统故障原因进行了具体分析。 相似文献
94.
结合南疆吐库二线站改过渡工程,总结了几种既有线车站插铺道岔纳入既有联锁过渡工程的设计原则,电路处理方法等。对如何规范站改过渡信号工程设计,确保既有线联锁车站安全具有一定的借鉴意义。 相似文献
95.
96.
Among several post quantum primitives proposed in the past few decades, lattice-based cryptography is considered as the most promising one, due to its underlying rich combinatorial structure, and the worst-case to average-case reductions. The first lattice-based group signature scheme with verifier-local revocation(VLR) is treated as the first quantum-resistant scheme supported member revocation, and was put forward by Langlois et al. This VLR group signature(VLR-GS) has group public key size of O(nm log N log q), and a signature size of O(tm log N log q log β). Nguyen et al. constructed a simple efficient group signature from lattice, with significant advantages in bit-size of both the group public key and the signature. Based on their work, we present a VLR-GS scheme with group public key size of O(nm log q) and signature size of O(tm log q). Our group signature has notable advantages: support of membership revocation, and short in both the public key size and the signature size. 相似文献
97.
Research purposes: The vertical deformation of high-speed railway (HSR) bridge will cause the track irregularity, which threatens the safe and efficient operation of the HSR. Taking the 32 m simple supported beam bridge as the research object, based on the existing mapping analytical model for bridge vertical deformation and rail geometry, the influence of the track regularity of the CRTS Ⅰ slab ballastless track structure caused by the key parameters such as the bridge vertical deformation amplitude, the hanging length of the beam end and the vertical stiffness of mortar layer were studied, and the corresponding measures to control the rail deformation were proposed, to provide theoretical reference for comprehensive treatment of rail deformation of HSR bridge. Research conclusions:(1) The pier settlement, the vertical rotation of the beam end and the beam fault will cause the rail to follow the beam deformation, and "up-warping" of the rail on the vertical deformation boundary will appear. (2) The rail deformation is directly proportional to the vertical deformation amplitude of the bridge and the key to control the rail deformation is to reduce the vertical deformation of the bridge. (3) The rail deformation can be controlled by reducing the hanging length of beam and vertical stiffness of mortar layer. (4) The research results can provide a theoretical reference for controlling the vertical rail deformation of high-speed railway bridges. © 2018, Editorial Department of Journal of Railway Engineering Society. All right reserved. 相似文献
98.
Bai H.-F.Liu Q. 《铁道工程学报》2018,(11):9-13
Research purposes: In order to further study the reinforcement of prestressed anchor frame beam in the deep cutting slope under three dimensional strong earthquake, a model of the deep cutting slope is built through FLAC 3D simulation software, the seismic wave to the model from three directions of x,y and z is input, and the dynamic response of the slope is analyzed. Then, the prestressed anchor frame beam reinforcement measures are applied to the model, and this paper analyzes the reinforcement effect of the prestressed anchor frame beam to the deep cutting slope under three dimensional strong earthquake. Research conclusions:(1) The prestressed anchor frame beam has a good effect on restraining the horizontal displacement of the deep cutting slope. (2) Under the three dimensional strong earthquake, the prestressed anchor frame beam has a good effect on the horizontal acceleration and horizontal velocity of the deep cutting slope, which reduces the peak of horizontal acceleration and horizontal velocity. (3) Through the comparison of the response before and after the reinforcement of the prestressed anchor frame beam is given under the 9 degrees three dimensional strong earthquake, it can be concluded that the prestressed anchor frame beam can provide good reinforcement effect to the deep cutting slope. (4) This research can be used for reference to the earthquake resistance of the slope engineering. © 2018, Editorial Department of Journal of Railway Engineering Society. All right reserved. 相似文献
99.
CTCS-3级列控系统是多子系统高度集成化的列车运行控制系统,其各个子系统需要运转协调才能确保整体系统有序平稳地工作,而各子系统间无缝合理的连接架构无疑是各子系统实时交互通信的重要保证。着重解析信号集中监测子系统与其他各子系统的网络连接架构,从而完成对各子系统信息的集中监测,为用户提供及时迅捷的问题解决方案。 相似文献
100.
提速道岔控制电路在客专中的应用研究 总被引:1,自引:0,他引:1
随着我国列车运行速度的不断提高,提速道岔在客运专线中得到广泛的应用,与之配套的提速道岔控制电路在满足道岔启动电路的各项技术条件的同时,也对其可靠性、安全性提出更高的要求。对多牵引点转辙机的启动时序及其动作一致性等控制电路做了详细的分析说明,并提出了改进建议。 相似文献