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- W2383022402 abstract "The Cailuo Bridge on Beijing-Harbin Through Railway spanning Harbin-Dalian Passenger Dedicated Railway employs the high portal frame piers and the superstructure of the bridge is the prestressed concrete continuous box girder with span arrangement 8×20 m.In the light of the different positions of the newly built railway projecting onto the existing Harbin-Dalian Passenger Dedicated Railway,the different methods were adopted in the construction of the bridge.When the continuous girder of the bridge was supported on the rigid cross beams of the frame piers,the self designed suspension scaffolding system was used for the construction of the girder,when the newly built railway projected partially beyond or intersected with the existing railway and the continuous girder was supported by the piers,the combined ground scaffolding and suspension scaffolding system was used for the construction and when the newly built railway projected beyond the existing railway and the continuous girder was completely supported by the piers within the range of a continuous unit,the ground scaffolding system was used." @default.
- W2383022402 created "2016-06-24" @default.
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- W2383022402 date "2012-01-01" @default.
- W2383022402 modified "2023-09-25" @default.
- W2383022402 title "Construction Techniques of Suspension Scaffolding Method for High Frame Pier Continuous Girder of a Bridge" @default.
- W2383022402 hasPublicationYear "2012" @default.
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