Construction of Fo Zhao Gui Dan Intercity Bridge Project in Guang Zhou

Xiang Hong Zhu; Zeng Bin Jiang

doi:10.4028/www.scientific.net/AMR.915-916.133

Paper Titles

The Influence of Underpass on Surface Subsidence Caused by Double-Tube Shield Tunneling
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Dynamic Response Analysis of Composite Soil Nailed Wall under Earthquake
p.114

Study on the Ground Response Analysis for Stiff Soil
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CFD Simulation Study of Gas-Liquid Flow Regimes in Inclined Wellbore
p.126

Construction of Fo Zhao Gui Dan Intercity Bridge Project in Guang Zhou
p.133

Crack Analysis of Bridge Piers of a Rail Transit Line in Guangzhou City
p.137

Finite Element Analysis and Research of Engine Connecting Rod
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Finite Element Simulation Analysis on Space KX-Joint
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Initial Buckling of Compressed Rectangular Panels with Variable Stiffener Sizes
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 915-916Construction of Fo Zhao Gui Dan Intercity Bridge...

Construction of Fo Zhao Gui Dan Intercity Bridge Project in Guang Zhou

Abstract:

Construction of Fozhao intercity bridge in Guangzhou was a three-span prestressed concrete continuous beam bridge. The bridge adopted triangle hanging basket cantilever pouring construction method. The bridge mixed cable-stayed spans, H form tower and typical highway bridge elements. It spaned across the exiting transport hubs center, with modern and ethereal shape, and became a new landmark of the city.

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Periodical:

Advanced Materials Research (Volumes 915-916)

Pages:

133-136

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.915-916.133

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Online since:

April 2014

Authors:

Xiang Hong Zhu*, Zeng Bin Jiang

Keywords:

Anchor System, Box Girder, Continuous Beam, Pre-Stressed Concrete

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* - Corresponding Author

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