期刊文献+

京沪高速铁路高架站轨道系统长期监测技术 被引量:20

Long- term Monitoring Technology of Beijing- Shanghai High- speed Railway Elevated Station Track System
在线阅读 下载PDF
导出
摘要 研究目的:高铁行车密度大、天窗时间短,列车的高速运营对轨道系统的安全性和平稳性提出更高的要求。高架站轨道系统是高速铁路轨道系统安全服役中最敏感最典型的区域,为保障列车的安全平稳运行,需建立高速铁路高架站-无砟轨道-道岔长期监测系统,实现高架站轨道系统服役状态的实时在线监控,并对可能发生的破坏进行预测预警。研究结论:(1)高速铁路高架站长期监测系统包含数据测量、数据采集传输及数据管理分析三大子系统,实现了监测数据的自动采集、传输、分析、预警预测等功能;(2)系统采用光纤光栅技术监测轨道受力和小变形,采用视频感知技术监测轨道敏感部位大变形,系统测量精度高、安全防范性和长期稳定性好;(3)利用长期监测系统对尖轨尖端的纵向位移和轨道板温度梯度的实时监测,发现尖轨尖端的纵向位移变化趋势与轨温变化趋势相同,但滞后于轨温变化,轨道板表面和底面的温度则呈周期性昼夜交替变化;(4)该研究成果可为高速铁路轨道系统的病害整治和养护维修提供科学依据。 Research purposes :Because of big density of train and short window maintenance, the demand for the safety and stability of track system is higher with the high - speed running of train. Track system of elevated station is the most sensitive and typical area in the high - speed railway. To protect the safety and stability of the train, it is necessary to develop a automatic long - term monitoring system to real - time online monitor the status of high - speed railway track and provide prediction and early warning for the possible damage. Research conclusions: (1) The system has three subsystems including data measurement, data acquisition and transmission, data management and analysis. It has realized the functions of automatic acquisition and transmission, analysis, forecasting and early warning. (2) The system uses fiber grating technology to monitor the stress and small deformation of structure and applies video sensing technology to control sensitive part of track. The system has features of high precision, security and long -term stability. (3) Through monitoring the displacement of switch and temperature gradient of slab, the trends of displacement of switch is similar but late to the rail temperature, and the temperature of upper and lower surface of slab is periodically alternating. (4) The application of long - term monitoring techniques provides a scientific basis for track disease treatment and maintenance in high -soeed rail.
机构地区 北京交通大学
出处 《铁道工程学报》 EI 北大核心 2015年第5期35-41,共7页 Journal of Railway Engineering Society
基金 中国铁路总公司科技研究开发计划课题(2012G003-A) 国家自然科学基金(U1234201 U1234211) 北京市科技新星计划(XX2013012)
关键词 高速铁路 高架站 轨道系统 光纤光栅 实时在线监测 high - speed railway elevated station track system fiber grating real - time online monitoring
  • 相关文献

参考文献5

二级参考文献46

  • 1丁勇,施斌,崔何亮,索文斌,刘杰.光纤传感网络在边坡稳定监测中的应用研究[J].岩土工程学报,2005,27(3):338-342. 被引量:93
  • 2丁睿.钢管混凝土拱桥健康监测的光纤传感研究[J].土木工程学报,2005,38(11):69-74. 被引量:15
  • 3王彦峥,苏鹏程.城市轨道交通再生电能的吸收与利用分析[J].城市轨道交通研究,2007,10(6):42-45. 被引量:43
  • 4连鹏飞.深圳地铁2号线工程再生制动能量吸收装置设置方案研究[J].铁道工程学报,2007,24(6):85-89. 被引量:22
  • 5马筠.我国铁路环境振动现状及传播规律.中国环境科学,1987,7(5).
  • 6Jones C J C, Thompson D J, Petyt M. Studies using combined finite element and boundary element model for vibration propagation from railway tunnels[A]. Proceedings of Seventh International Congress on Sound and Vibration[C]. Garmisch-Partenkirchen, Germany, 2000.2703-2710.
  • 7Ahmad S, A1-Hussaini T M. Simplified design for vibration screening by open and in-filled trenches[J]. Journal of Geotechnical Engineering, 1991,117(1) : 67-88.
  • 8Yang Y B, Hung H A. Parametric study of wave barriers for reduction of train-induced vibrations[J]. International Journal for Numerical Methods in Engineering 40,1997:3729-3747.
  • 9Takemiya H, Fujiwara A. Wave propagation/impediment in a stratum and wave impeding (WIB) measured for SSI response reduction[J]. Soil Dynamics and Earthquake Engineering,1994, 13: 49-61.
  • 10Takemiya H, Shiotsu Y, Yuasa S. Features of ground vibration induced by high-speed trains and the counter vibration measure X-WIB[A]. Proceedings of Japan Societyof Civil Engineers, 2000,661/1-53, 33-42.

共引文献88

同被引文献167

引证文献20

二级引证文献110

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部