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- W2362798212 abstract "The main bridge of the Beijing West Ring Road No.6 Grade Separation Bridge over Fengtai-Shacheng Railway is a 4-span prestressed concrete extradosed bridge with unequal height pylons and a single cable plane.To minimize the interference of the bridge construction with the safe operation of the Railway,the main box girder of the Bridge was erected by the method of rotation atop Pier No.3.Since the caisson foundations of Piers No.2 and No.3 were quite close to the embankment of the Railway,the embankment was monitored in real time when the caissons were sunk down.Also to ensure the installation precision of the spherical hinge and slipway for the rotation erection,the support framework for the adjustable bolts was pre-embedded in the concrete.The corresponding measures were taken for the temporary supports owing to the complicated variations of the mechanical systems in the process of the erection.At the time the box girder was precast,the difficulties of concrete casting arising from the dense reinforcement layout,thin webs and small included angles between the webs and horizontal plane had to be surmounted.The rotating of the box girder was implemented by hauling the pre-embedded steel wire strands in the upper rotation table and by continuously jacking the hauling strands of the jacks and finally the rotating of the girder in place from the caisson was safely and smoothly realized." @default.
- W2362798212 created "2016-06-24" @default.
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- W2362798212 date "2010-01-01" @default.
- W2362798212 modified "2023-09-25" @default.
- W2362798212 title "Principal Construction Techniques for Beijing West Ring Road No.6 Grade Separation Bridge over Fengtai-Shacheng Railway" @default.
- W2362798212 hasPublicationYear "2010" @default.
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