期刊文献+

沪昆高铁北盘江特大桥聚氨酯固化道床施工质量控制技术 被引量:11

Construction Quality Control Technology of Polyurethane-stabilized Ballast Bed on Beipan River Super Bridge of Shanghai-Kunming High Speed Railway
下载PDF
导出
摘要 聚氨酯固化道床是一种新型的轨道结构,兼备有砟轨道和无砟轨道的优点,可在有特定需要的区段铺设。沪昆高铁北盘江特大桥主桥为跨度445 m的上承式钢筋混凝土拱桥,设计的聚氨酯固化道床轨道结构受温度和徐变作用影响比较小,有利于线路的稳定且维修方便。本文介绍了碎石道床填筑和聚氨酯固化道床浇注施工质量控制技术,并对线路质量进行了动态测试。测试结果表明,北盘江特大桥聚氨酯固化道床能够满足列车运行安全性和稳定性要求,同时也适应高速铁路大跨度桥梁变形的要求,轨道平顺性良好,质量控制措施效果显著。 Polyurethane-stabilized ballast bed is a new type of track structure,which has the advantages of ballast track and ballastless track and could be laid in sections with specific requirements.Beipan river main bridge is the deck-type reinforced concrete arch bridge with 445 m span in Shanghai-Kunming high speed railway and the temperature and creep effect has little influence on the track structure with polyurethane-stabilized ballast bed,which could be propitious to railway line stability and convenient maintenance.This paper introduced the construction quality control technology of the gravel ballast bed filling and polyurethane-stabilized ballast bed pouring and dynamic test of the railway line quality was carried out.The test results indicate that polyurethane-stabilized ballast bed of Beipan river super bridge could meet the requirements of train running safety and stability and also adapt to the requirements of long span bridge deformation in high speed railway at the same time,the track regularity is good and the quality control measures are effective.
作者 赵健 ZHAO Jian(Engineering Management Center, China Railway Corporation, Beijing 100844, China)
出处 《铁道建筑》 北大核心 2017年第2期120-123,128,共5页 Railway Engineering
关键词 高速铁路 质量控制 动态测试 聚氨酯固化道床 填筑 浇注 High speed railway Quality control Dynamic test Polyurethane-stabilized ballast bed Filling Pouring
  • 相关文献

参考文献2

二级参考文献28

  • 1萧定方,张旭琴.90年代国内外聚氨酯弹性体的状况与发展趋势[J].聚氨酯工业,1993,8(1):3-8. 被引量:16
  • 2郭福安.客运专线无碴轨道结构[J].铁道标准设计,2006,26(4):7-10. 被引量:24
  • 3蔡成标.轨道过渡段关键技术研究报告[R].成都:西南交通大学,2003.
  • 4何华武.无砟轨道技术[M].北京:中国铁道出版社,2005.
  • 5高速铁路轨道技术国家重点实验室,拜耳材料科技(中国)有限公司,北京铁路局,等.聚氨酯固化道床及轨道结构减振技术的试验研究[R].北京:中国铁道科学研究院,2011.
  • 6WOODWARD P K,KENNEDY J,MEDERO G. Improving the Safety of the Railway Track Infrastructure using Insitu Polyurethane Geocomposites [R]. Scotland: Heriot-Watt University, 2009.
  • 7ZHANG C X. A Polyurethane Railway Track Bed,a Preparing Method and the Usage Thereof.: Germany, EP 072930 [P].2012-08-04.
  • 8WOODWARD P K, THOMPSON D, BANIMAHD M. Geocomposite Technology:Reducing the Railway Maintenance Cycle [J]. Transport Journal, 2007,160 ( 3 ) : 109-115.
  • 9KENNEDY J. A Full-scalelaboratory Investigation into Railway Track Substructure Performance and Ballast Reinforcement [D]. Scotland : Heriot-Watt University ,2011.
  • 10WOODWARD P K, KENNEDY J, MEDERO G, et al. Maintaining Absolute Clearances in Ballasted Railway Tracks using in Situ 3-dimensional Polyurethane Geocomposites [J]. Journal of Rail and Rapid Transit,2012,226(3) :257-271.

共引文献44

同被引文献54

引证文献11

二级引证文献12

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