Chapter
Apr 26, 2012
Construction Techniques for the Wuhekou Cable-Stayed Bridge
Authors: Yongan Wang, Zhusheng Jiang, Shitong Liu, Zhengqun Xue, and Scot ParkhurstAuthor Affiliations
Publication: Transportation and Development Innovative Best Practices 2008
Abstract
The Wuhekou Cable-Stayed Bridge has a central span of 370m, which features two towers, two cable planes, and a floated deck system. The 38.6m monolithic deck structure is the widest in China. The standard deck section is a fully pre-stressed concrete box girder, which is strengthened by spaced cross beams and longitudinal stringers, providing enough bending and torsion stiffness for this wide long-span girder. The deck was constructed using a balanced cantilever method with specially designed travelers, supported with a cable on each cycle during casting. Epoxy coated parallel strands and high performance concrete were used to improve the bridge's durability.
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© 2008 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Bridge decks
- Bridge engineering
- Bridge towers
- Bridges
- Bridges (by type)
- Cable stayed bridges
- Cables
- Construction engineering
- Construction industry
- Construction management
- Construction methods
- Decks
- Engineering fundamentals
- Equipment and machinery
- Infrastructure construction
- Span bridges
- Structural engineering
- Structural systems
- Structures (by type)
- Towers (by type)
Authors
Affiliations
Yongan Wang
Jiangsu Expressway Construction Department, Nanjing, China
Zhusheng Jiang
Jiangsu Expressway Construction Department, Nanjing, China
Shitong Liu
Jiangsu Expressway Construction Department, Nanjing, China
Zhengqun Xue
hydraulic Research Institute, Nanjing, China
Scot Parkhurst
WSP Group PLC, United Kingdom
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