Simulation Calculation and Construction Control of Xiaolan Channel Super Large Bridge

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Abstract:

Xiaolan channel super large bridge is a stucture type adopted in the passenger dedicated railway line for the first time, and the longest span bridge of the passenger dedicated railway line, also the longest span bridge of the high-speed railway in the world with a total length of 7686.57m.. At first, the author compiles APDL command flow program by using the unit birth-death technique, establishes simulation calculation model in the construction process. The creep characteristics of concrete are also taken into account. The whole process of beam first-to-arch later stage construction are calculated and studied. Simulation Calculation and construction control research of Xiaolan channel super large bridge shows that construction control method is reasonable, the calculation program which is used in the paper is right, and using three dimensional substantiality finite element method and “element birth and death” to simulate construction process conform to reality. The bridge is safe in the construction of beam first and arch late.

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Periodical:

Advanced Materials Research (Volumes 655-657)

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1893-1896

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Online since:

January 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Xiang Zhongfu.Construction Control Technology of Bridges[M].Beijing: China Communications Press, 2001 ( In Chinese).

Google Scholar

[2] Ge Yaojun.Analysis and Control of Segmental Construction Bridges[M].Beijing: China Communications Press, 2003 ( In Chinese).

Google Scholar

[3] Au F.T.K, Wang J J, Liu G D.Control of reinforced concrete arch bridges[J].Journal of Bridge Engineering ASCE, 2003, 8(1): 39-45.

Google Scholar

[4] Dejus T.EValuation of work safety control systems in construction[J].Journal of CiVil Engineering and Management.2005, 10(2): 93-98.

Google Scholar

[5] Gou Hongye, Pu Qianhui, Shi Zhou. Model test for the V-shape pier-girder joint of long-span V rigid frame composite arch bridge[J].China Civil Engineering Journal, 2010, 43(3): 100-106 ( In Chinese).

Google Scholar

[6] Code for Design on Reinforced and Prestressed Concrete Structure of Railway Bridge and Culvert(TB10002.3-2005)[S].Beijing: China Railway Press, 2005: 06 ( In Chinese).

Google Scholar