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The Deformation Research on the Long-span Curve Continuous Beam of Passenger Dedicated Line |
KOU Yan-chun
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China Railway Siyuan Survey and Design Group Co.Ltd, Wuhan, Hubei 430063, China |
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Abstract Abstract:Research purposes: The ratio of bridge in passenger dedicated line is increasing at present. The long-span continuous beams are widely used, with the characteristics of spanning capacity, big stiffness, less expansion joint and easy maintenance. The long-span curve continuous beams deformation is vital to track regularity and operation safety. Finite element analysis is realized basing on midas civil, including the deformation characteristics and temperature effect of long-span continuous beam.
Research conclusions:From the research on curve continuous beam of passenger dedicated railway with the span less than 130m and the curve radius according to the specification requirements, it is concluded that:(1)The vertical and longitudinal deformation of the curve beamis basically identical with the straight beam.(2)The lateral deformation is mainly generated by live loads (centrifugal force and swing force) and temperature force. This kind of deformation mainly presents as mid-span horizontal deformation and the value is much less than the one given by the code requirements.(3)The deformation along the direction of the fixed points′ chord line of every point of the beam is caused by the heating and cooling process of the bridge system, and every point′ sradial deformation around the fixed points is caused by the temperature difference of internal and external web plates, the lateral deformation is safe and reliable to track structure.(4)The research achievements can be used in the design of long-span curve continuous beam of passenger dedicated railway.
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[1]王德志,薛照钧,陈顺平. 客运专线铁路长大跨度曲线连续梁设计研究[J]. 铁道标准设计,2009(1):28-30.
Wang Dezhi, Xue Zhaojun, Chen Shunping. Design and Research of Long-span Curve Continuous Beam of Passenger Dedicated Line[J]. Railway StandardDesign, 2009(1):28-30.
[2]TB 10002.1—2005,铁路桥涵设计基本规范[S].
TB 10002.1—2005,Fundamental Code for Design on Railway Bridge and Culvert[S].
[3]TB 10002.3—2005,铁路桥涵钢筋混凝土及预应力混凝土结构设计规范[S].
TB 10002.3—2005,Design Codes for Railway Reinforced Concrete and Pre-stressed Concrete Bridge Structures[S].
[4]曹建安.无砟轨道大跨度预应力混凝土桥梁后期徐变变形和控制方法研究[D]. 长沙:中南大学,2011.
Cao Jianan.Study of Long Term Creep Deformation and Control Methods of Great Prestressed Concrete Bridge with Ballastless Track[D]. Changsha: Central South University, 2011.
[5]何义斌. 大跨度无砟轨道连续梁桥后期徐变变形研究[J]. 铁道学报,2008(8):120-124.
He Yibin. Study on Post Creep Deformation of Long-span Concrete Continuous Bridge with Ballastless Tracks[J]. Journal of the China Railway Society, 2008(8):120-124.
[6]王存国,黄纳新,崔阳华. 广深港客运专线连续梁拱后期变形预估研究[J].铁道工程学报,2014(2):67-71.
Wang Cunguo,Huang Naxin,Cui Yanghua. Study by Prediction for Post Deformation of Continuous Beam —arch Bridge on Guangzhou-Shenzhen-Hongkong Passenger Dedicated Railway[J].Journal of Railway Engineering Society,2014(2):67-71.
[7]TB 10621—2009,高速铁路设计规范(试行)[S].
TB 1062l—2009,Code for Design of High Speed Railway(Trial)[S].
[8]中铁第四勘察设计院集团有限公司.客运专线长大跨度曲线连续梁结构技术研究[R]. 武汉:中铁第四勘察设计院集团有限公司,2007.
China Railway Siyuan Survey and Design Group Co. Ltd. Research of Long-span Curve Continuous Beam of Passenger Dedicated Line[R]. Wuhan:China Railway Siyuan Survey and Design Group Co. Ltd,2007.
[9]邵容光,夏淦. 混凝土弯梁桥[M]. 北京:人民交通出版社,1994.
Shao Rongguang,Xia Gan. Curved Concrete Girder Bridge[M]. Beijing: China Communications Press,1994.
(编辑梅志山) |
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