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CRTSⅡ型无砟轨道板打磨关键技术研究 被引量:1

Research on Key Grinding Technology of CRTS-Ⅱ Ballastless Track Slab
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摘要 CRTSⅡ型无砟轨道板打磨技术体系由打磨软件统领,包括生产管理、磨床控制、打磨操作、激光测量、雕刻5个子系统技术。通过对打磨技术体系的研究,尤其是对五轴机床联动技术、数控机床、磨刀技术、模腔循环技术等打磨技术体系关键技术的研究分析,提出了建立自主的无砟轨道技术体系是我国高速铁路建设的必经之路。通过石武客专、京沪高速铁路的使用和验证,表明自主系统比国外系统有更强的适应性,填补了国内空白。 The grinding technology system of CRTS-Ⅱ ballastless track slab is governed by the grinding software including five subsystems: production management, grinding machine, grinding operation, laser measurement, and engraving. Through research on the grinding technology system, especially through research and analysis such as on the linkage system of five-axis machine tool, numarically-controled machine tool, sharpening technology, mold cavity cycle technology and other key grinding technologies in grinding technology system, the paper points out that the establishment of the autonomous technology system of ballastless track is the only way of high-speed railway construction development in china which must be passed through. Through the successful use and verification by the Shijiazhuang-Wuhan Passenger Dedicated Line and the Beijing-Shanghai High-speed Railway, it can be seen that the autonomous system has stronger adaptability than the foreign system, filling up the blank of the conutry.
作者 秦小光 胡媛
出处 《铁道标准设计》 北大核心 2013年第9期47-50,共4页 Railway Standard Design
关键词 CRTSⅡ型无砟轨道 轨道板 打磨 模腔循环 CRTS-Ⅱ ballastless track track slab grinding mold cavity cycle
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  • 1谭华,王建军,陈萧.PLC程序在数控机床故障诊断中的应用[J].无锡商业职业技术学院学报,2006,6(6):10-12. 被引量:14
  • 2ERKORKMAZ K, ALTINTAS Y. High speed CNC system design. Part I: jerk limited trajectory generation and quintic spline interpolation[J].International Journal of Machine Tools and Manufacture, 2001,41(9) :1323-1345.
  • 3CHENG M Y, TSAI M C, KUO J C. Real-time NURBS command generators for CNC servo controllers[J]. International Journal of Machine Tools and Manufacture, 2002, 42(7):801-813.
  • 4XU H Y. Linear and angular feedrate interpolation for planar im plicit curves[J]. Computer-Aided Design, 2003,35(3):301-317.
  • 5MULLER M, ERDOS G, XIROUCHAKIS P. High accuracy spline interpolation for 5-axis machining[J].Computer-Aided Design, 2004,36(13) :1379-1393.
  • 6ANOTAIPAIBOON W, MAKHANOV S. Curvilinear spacefilling eurves for five-axis machining[J]. Computer-Aided Design, 2008,40(3) :350-367.
  • 7科技基[2008]173号 客运专线铁路CRTSⅡ型板式无砟轨道混凝土轨道板(有挡肩)暂行技术条件[S].
  • 8Wang Yongzhang Ma Xiongbo Chen Liangji Han Zhenyu.Realization Methodology of a 5-axis Spline Interpolator in an Open CNC System[J].Chinese Journal of Aeronautics,2007,20(4):362-369. 被引量:10
  • 9西门子公司.SINUMERIK810D/840D简明调试指南[Z].www.ad.siemens.com,6-14,30,44-45,122-172.
  • 10中华人民共和国铁道部.科技基[2008]173号客运专线铁路CRTSII型板式无砟轨道混凝土轨道板(有挡肩)暂行技术条件[S].北京:中国铁道出版社,2008.

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同被引文献10

  • 1叶列平 谭壮.纤维增强塑料混凝土在土木工程中的应用综述[C]..北京: 中国首届纤维增强塑料(FRP)混凝土结构学术会议论文集[C].,2000.73-82.
  • 2赵国堂.高速铁路无砟轨道结构[M].北京:中国铁道出版社,2006.
  • 3中华人民共和国铁道部.TB10082-2005铁路轨道设计规范[S].北京:中国铁道出版社,2005.
  • 4铣道科学研究院.客运专线无碴轨道设计指南[M].中国铁道出版社,2005.
  • 5中华人民共和国铁道部.客运专线铁路CRTSn型板式无砟轨道混凝土轨道板暂行技术条件[S].中国铁道出版社,2008.
  • 6中华人民共和国国家质量监督检验检疫总局,中国国家标准化管理委员会.GB/T 13096-2008拉挤玻璃纤维增强塑料杆力学性能试验方法[S].北京:中国标准出版社,2009.
  • 7Nabil F Grace. Response of continuous CFRP prestressed concretebridges under static and repeated loadings. PCI Journal,November-December, 2000.
  • 8H. Yu and J. V Cox. Radial Elastic Modulus for the Interface betweenFRP Reinforcing Bars and Concrete. Journal of Reinforced Plastic andComposites, 2002,21(14) :1285 - 1318.
  • 9ACI 440. 18-06. Guide for the Design and Construction of ConcreteReinforced with FRP Bars[ S] . American Concrete Institute ,2006.
  • 10禹雷,张继文,赵国堂,涂永明.双孔预应力非对称无砟轨道板设计与分析[J].铁道科学与工程学报,2009,6(4):22-27. 被引量:3

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