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- W2368801902 abstract "The Qingshuipu Bridge is a cable-stayed bridge with jointed pylons and separated composite girders and with a main span 468 m.To ensure the construction quality of the pile foundations of the pylons,the different boring construction technologies were employed in the light of the different stratum depth and conditions and the boring stem characteristics,pressure-reducing boring and slag sediment thickness were well controlled to keep the inclination ratios of the piles less than 1/200 and the slag sediment not thicker than 15 cm.Also to ensure the safety of the flood dyke and foundation pits,the rigidity control method was applied in the design,the cement piles were set outside the steel pipe piles to stop water from coming in and the measures of controlling the speed of extracting piles and backfilling sand were taken to help the construction of the foundation pits to safely tide over the flood period.For construction of the superstructure of the bridge,the girder segments of the side spans were erected by the bridge cranes and the segments close to the pylons were firstly lifted by the bridge cranes and then slid in place in the longitudinal direction of the bridge.The segments of the central span were cantileveredly erected by the deck cranes and the girder of the central span was closed in the time of temperature variation ≤5 ℃." @default.
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- W2368801902 date "2012-01-01" @default.
- W2368801902 modified "2023-09-24" @default.
- W2368801902 title "Principal Construction Techniques of Qingshuipu Bridge" @default.
- W2368801902 hasPublicationYear "2012" @default.
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