Construction Technology and Organization of Jiande Yangxi Main Bridge

Abstract:

The Yangxi main bridge for 49+120+49 m the self-anchored suspension bridge, the main girder procedure full framing in situ girder construction, bridge tower using piecewise casting method construction, use scaffolding as construction operation platform. Main cable construction using prefabricated parallel wire strand method (PPWS), first within the plant into steel wire strand, roll in the drum on delivery to the bridge site erection points, with traction rope by stock installation in place. Saddle the fission lifting, cable clamp installed application to the calibration of jack import screw tension 420 kn, and three times repeated tension, sling the factory-made after installation in place. Can be used as the same bridge comparison and reference.

• Periodical: Advanced Materials Research (Volumes 671-674)
• Pages: 1988-1992
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.671-674.1988
• Online since: March 2013
• Authors: Xi Jiang, Tian Qing Yu
• Keywords: Cable Department, Cable Tower, Construction Organization, Construction Technology, Main Cable, Main Girder, Self-Anchored Suspension Bridge

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