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客运专线铁路隧道行车的舒适性、安全性及其工程措施探讨

Exploration on Traffic Comfortableness and Safety in Railway Tunnel of Passenger Dedicated Railway Line and Engineering Measures for Them
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摘要 研究目的:根据《中长期铁路网规划》,我国规划修建的客运专线铁路隧道将超过1 000 km,本文以“安全、优质、高效”地建设好客运专线铁路隧道为目标,着重研究、探讨了客运专线铁路隧道工程建设的有关技术措施。研究方法:以满足客运专线高速行车的舒适性和安全性为切入点,分析了客运专线铁路隧道的工程和结构特点,从缓解空气动力学效应,确保隧道结构的耐久性和大断面隧道施工安全等方面,阐述了客运专线铁路隧道具体的工程建设措施。研究结果:与常速铁路隧道相比,客运专线铁路隧道具有其显著的工程和结构特点,建设过程中,必需在借鉴以往工程经验的基础上,不断总结、完善,形成具有其技术特色的措施。研究结论:合理设置隧道断面和结构形式,加强隧道底部仰拱和填充混凝土结构,确保复合式衬砌隧道结构的耐久性和适应超大断面隧道的工程特点,坚持信息化施工原则等,是做好客运专线铁路隧道建设的技术关键。 Research purposes: The total length of tunnel to be built on passenger dedicated line in China will exceed 1 000 km according to "Medium and Long - term Railway Net Plan". The research and exploration are made in this paper on the relevant technical measures for construction of railway tunnel of passenger dedicated line based on the goal of building tunnel of passenger dedicated line with safety, high quality and efficiency.Research methods:The analysis is made for the engineering and structural features of railway tunnel of passenger dedicated line from the cut - over points of meeting requirements for comfortableness and safety of high - speed train running in the tunnel of passenger dedicated line. The concrete measures for construction of railway tunnel of passenger dedicated line are presented in the areas of relaxing effect of aerodynamics, guaranteeing durability of tunnel structure and construction safety of big sectional tunnel.Research results:The tunnel of passenger dedicated line has obvious engineering and structural features compared with normal- speed railway tunnel. The engineering measure should be summed up and improved in construction, and formed into one with its own technical characteristics based on learning previous engineering experiences.Research conclnsions:These are key technical points for better construction of railway tunnel of passenger dedicated line : to set up rational section and structural form of tunnel, reinfoce the inverted arch at bottom of tunnel and structural form of tunnel, reinforce the inverted arch at bottom of tunnel and concrete - filling structure, guarantee the structure durability of composite lining tunnel and make it suited to the engineering feature of big sectional tunnel, and persist in the principle of informationalized construction.
作者 许伟书
出处 《铁道工程学报》 EI 北大核心 2006年第4期47-51,共5页 Journal of Railway Engineering Society
关键词 客运专线 铁路隧道 工程特点 工程措施 passenger dedicated railway line railway tunnel engineering feature engineering measure
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参考文献6

  • 1关宝树编著..隧道工程设计要点集[M].北京:人民交通出版社,2003:507.
  • 2关宝树编著..隧道工程施工要点集[M].北京:人民交通出版社,2003:462.
  • 3TZ214—2005,客运专线铁路隧道工程施工技术指南[s]. 被引量:1
  • 4王梦恕,骆建军.客运专线长大隧道设计施工的讨论[c]//铁路客运专线建设技术交流会论文集.武汉:长江出版社,2005:186—195. 被引量:2
  • 5赵勇,倪光斌,唐国荣.关于客运专线隧道衬砌断面优化的研究[c]//铁路客运专线建设技术交流会论文集.武汉:长江出版社,2005:196—200. 被引量:1
  • 6肖明清,王克金.武广客运专线隧道的若干关键技术问题.铁路客运专线建设技术交流会论文集.武汉:长江出版社,2005:201—206. 被引量:1

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