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青藏铁路拉萨河特大桥的设计理念 被引量:1

The Design Theory of the Lhasa River Bridge in Qinghai-Tibet Railway
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摘要 青藏铁路拉萨河特大桥桥型的设计理念按藏民文化习俗引入哈达、经幡的柔美飘逸以及青藏高原连绵起伏的雪山意象。经过严谨的设计与优化,确定结构形式为钢管混凝土连续拱桥。该桥主桥采用的五跨三拱连续梁—系杆拱组合体系的双层叠拱结构,为国内首次采用,技术含量较高。 According to the Tibet culture and custom, the design theory of Lhasa River extra-long bridge in Qinghai-Tibet railway applying the beautiful Hada and sutra flag, as well as the snow mountain scene of Tibet altiplano. After the strict design and optimization, it was confirmed that its form is the concreted continues arch bridge with steel pipe. The bridge applies the continuous girder with five spans and three arches ≠the double-deck and overlap arch structure of tie bar combined system, which was applied firstly in China with high-technical content.
出处 《中国铁路》 北大核心 2003年第11期51-53,共3页 China Railway
关键词 青藏铁路 拉萨河特大桥 桥型设计 藏民文化习俗 钢管混凝土连续拱桥 双层叠拱结构 Qinghai-Tibet railway, Lhasa River bridge, different design of bridge
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  • 1韩冰,杜金生,王元丰.徐变对钢管混凝土拱桥的影响分析[J].公路交通科技,2005,22(6):75-77. 被引量:10
  • 2张治成.大跨度钢管混凝土拱桥的徐变分析[J].工程力学,2007,24(5):151-160. 被引量:20
  • 3彭建新,邵旭东,程翔云,黄政宇.钢管混凝土拱肋徐变研究[J].工程力学,2007,24(6):79-85. 被引量:14
  • 4谭素杰 齐加连.长期荷载对钢管混凝土受压构件强度影响的试验研究[J].哈尔滨建筑工程学院学报,1987,20(2).
  • 5惠容炎 黄国兴 易冰若.混凝土的徐变[M].北京:中国铁道出版社,1988..
  • 6ICHINOSE L H, WATANABE E, NAKAI H. An Experimental Study on Creep of Concrete Filled Steel Pipes [J]. Journal of Constructional Steel Research, 2001, 57 (4) : 453-466.
  • 7TERREY P J, BRADFORD M A, GILBERT R I. Creep and Shrinkage of Concrete in Concrete-Filled Circular Steel Tubes[C]//ASCE. Proceedings of 6th International Symposium on Tubular Structures. Melbourne: Rotterdam, 1994: 293-298.
  • 8MORINO S, KSWANGUCHI J, CAO Z S. Creep Behavior of Concrete Filled Circular Steel Tubular Members [C]//Proceedings of an Engineering Foundation Conference on Steel-concrete Composite Structures. Irsee: ASCE, 1996: 514-525.
  • 9UY B. Static Long Term Effects in Short Concrete-Filled Steel Box Columns under Sustained Loading [J]. ACI Structural Journal, 2001 ,(1) :96-104.
  • 10WANGY F, HAN B, DU J S, LIU K W. Creep Analysis of Concrete Filled Steel Tube Arch Bridges[J]. Structural Engineering and Mechanics, 2007, 27(6): 639-650.

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