Construction of Steel Tube Concrete Arch Bridge after Axes Change

Chuan Xi Li; Xin Zhong Wang

doi:10.4028/www.scientific.net/AMR.255-260.831

Paper Titles

Alignment Control during Construction of Continuous Bridge Suspended by Triangle Frame
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Construction Control and Simulation Analysis of Long-Span Cable-Stayed Bridge
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Research on Setting of Pre-Camber of Long-Span Continuous Rigid Frame Bridge with High Piers
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Seismic Response Analysis of Double Chains Suspension Bridge Considering Non-Classical Damping
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Construction of Steel Tube Concrete Arch Bridge after Axes Change
p.831

Wind Vibration Effect on Unit Glass Curtain Wall Considering the Turbulent Wind
p.836

Seismic Displacements Reduction for a Long-Span Cable-Stayed Bridge
p.840

Research on the Rigidity of Continuous Beam with Equal Span under the Temperature Load
p.846

Analysis of Parameter Sensitivity in Construction Control of Inclined Pylon Cable-Stayed Bridge without Backstays
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 255-260Construction of Steel Tube Concrete Arch Bridge...

Construction of Steel Tube Concrete Arch Bridge after Axes Change

Abstract:

In this paper ,the axes of a three-span dumbbell-shaped steel tube concrete arch bridge was changed due to deviation in bridge piers, tie beam construction and steel tube production, thereby steel tube arch ring can not be closed, and suspender hole can not be aligned. The side-span hollow steel tubes were intercepted and adjusted for three times through calculation and analysis, therefore the structure stress is reasonable and achieved original design standards under the condition of not changing the original arch axes, and the bridge was successfully constructed, thereby providing reference for engineering staff.

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Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

831-835

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.255-260.831

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Online since:

May 2011

Authors:

Chuan Xi Li, Xin Zhong Wang

Keywords:

Arch Axes, CFST Arch Bridge, Change, Construction

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References

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