期刊文献+

高铁路基运营期注浆线路平顺性监测技术研究 被引量:8

Research on the Line Smoothness Monitoring Technology of Subgrade Grouting of High-speed Railway in Operation Period
在线阅读 下载PDF
导出
摘要 研究目的:我国高速铁路路基跨软弱土分布广泛,且由于施工、封闭措施、微地貌排水等原因,易造成路基软化,产生沉降病害,降低高速铁路的运营效益。因此,在对路基进行注浆加固整治中,为避免造成轨道几何尺寸超限,必须构建高精度、实时在线的空间线路平顺性监测技术,为运营条件下高速铁路路基注浆加固提供技术保障。研究结论:(1)Leica TS15自动监测系统配合微型精密棱镜在对温度、湿度、气压等气象参数进行实时误差修正后,其三维精度满足全天候监测要求,可控制在±0.5 mm以内;(2)室内极限风压风洞试验和现场测试均验证了微型精密棱镜在钢轨轨腰和轨道板侧面安装的安全性与适用性,且不影响高铁列车正常运行;(3)自动监测系统能耗测试表明,结合新能源+物联网技术,可实现高铁路基注浆加固过程中自动连续监测,其精度、操作性、稳定性均能满足运营线路要求;(4)本文研究技术在运营高速铁路其他类似工况中具有参考价值。 Research purposes:In China,the subgrade of high-speed railway is widely distributed across soft soil,and due to constructions,sealing measures,micro-geomorphologic drainage and other reasons,it is easy to cause the subgrade to soften,produce settlement diseases,and reduce the operation benefits of high-speed railway.Therefore,in the courses of grouting reinforcement and renovation of the subgrade,in order to avoid the track geometry dimension exceeding the limits,it is necessary to construct a high-precision,real-time online line smoothness monitoring technology to provide technical support for grouting reinforcement of high-speed railway subgrade under operating conditions.Research conclusions:(1)The precision of the miniature precision prism and the Leica TS15 automatic monitoring system can meet the requirements of all-weather monitoring and can be controlled within±0.5 mm after the parameters such as temperature,humidity and air pressure are modified.(2)Indoor wind tunnel test and field test verify the safety and applicability of the micro precision prism installed on the rail waist and the side of the rail plate,which does not affect the normal operation of the high-speed trains.(3)The energy consumption tests of the automatic monitoring system show that the combination of portable power source and Internet of Things technology can realize automatic continuous monitoring during the grouting reinforcement process of high-speed railway subgrade,and its accuracy,operability and stability can meet the requirements of operation lines.(4)This technology in this paper has reference values in other similar operating conditions of high-speed railway.
作者 岳祖润 介少龙 YUE Zurun;JIE Shaolong(State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures,Shijiazhuang Tiedao University,Shijiazhuang,Hebei 050043,China;Shijiazhuang Tiedao University,Shijiazhuang,Hebei 050043,China)
出处 《铁道工程学报》 EI 北大核心 2022年第1期13-17,32,共6页 Journal of Railway Engineering Society
基金 国家自然科学基金项目(52172347) 河北省自然科学基金项目(E2020210006) 河北省教育厅在读研究生创新能力培养资助项目(CXZZBS2021117)。
关键词 高铁路基 注浆加固 线路平顺性 自动监测 high-speed railway subgrade grouting reinforcement line smoothness automatic monitoring
  • 相关文献

参考文献7

二级参考文献52

  • 1刘朝明,文志云.远程监控管理技术及在轨道交通建设中的应用[J].上海建设科技,2005(5):11-12. 被引量:14
  • 2王浩,吴振君,汤华,吴益平,葛修润.地下厂房监测信息管理、预测系统的设计与应用[J].岩土力学,2006,27(1):163-167. 被引量:21
  • 3刘军,张飞进,高文学,李东海.远程自动连续监测系统在复杂地铁工程中的应用[J].中国铁道科学,2007,28(3):140-144. 被引量:28
  • 4CHANG S B, MOON S J. A case study on instrumentations of a large tunnel crossing under the existing subway structure[C]//Proceedings of the KGS 2000 Spring Conference.[S. l.]: [s. n.], 2000:56--59
  • 5SHARMA J S, HEFNY A M, ZHAO J, et al. Effect of large excavation on deformation of adjacent MRT tunnels[J]. Tunnelling and Underground Space Technology, 2001, 16(1): 93--98
  • 6BRENNER B, NEFF T. Design and management for underground uncertainty on the central artery/tunnel project[C]// North American Tunnelling'00. [S. l.]: [s. n.], 2000: 13--21.
  • 7SCHWEIGER H F, KUMMERER C. Numerical modeling of settlement compensation by means of fracture grouting[J]. Soils and Foundations, 2004, 44(1): 71--86.
  • 8GRYNKEWICZ F, ROBERT B. Instrumentation controls for chemical grouting during tunneling operation[C]// North American Tunnelnng'00.[S.l.]: [s. n.], 2000:465 --474.
  • 9TB10621-2009,高速铁路设计规范(试行)[S].
  • 10TB 10106-2010,铁路工程地基处理技术规程[S].

共引文献144

同被引文献100

引证文献8

二级引证文献26

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