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- W2365633224 abstract "The main bridge of Tongling Changjiang River Bridge on Hefei-Fuzhou Railway is a multi-span continuous steel truss girder cable-stayed bridge with double pylons and triple cable planes.The pylon pier No.3 of the bridge is supported on the round-ended caisson foundation that is 68 m high,of the which the upper 18 m part is the reinforced concrete structure and the lower 50 m part is the steel shell concrete structure that totally weighs about 5 000 t.The 50 m steel caisson was manufactured and assembled in 6 lifts in workshop,loaded onto the barge by the 1 200 t floating crane and transported to the pier site by the 12 800 t barge.At the pier site,the first lift of the caisson was integrally lifted to the river by the floating crane,floated there and was temporally positioned by the anchors.The second to the sixth lifts were integrally lifted in succession by the floating carne and jointed with the previous lift(s) of the caisson.The caisson was accurately positioned by the heavy anchors without utilizing the guiding barge.Practice proves that the construction techniques for manufacturing,transporting and site jointing of the full lifts of the huge steel caisson can ensure the overall quality of the caisson and can also accelerate the construction progress of the caisson." @default.
- W2365633224 created "2016-06-24" @default.
- W2365633224 creator A5073724222 @default.
- W2365633224 date "2013-01-01" @default.
- W2365633224 modified "2023-09-23" @default.
- W2365633224 title "Construction Techniques for Manufacturing,Transporting and Site Jointing of Full Lifts of a Huge Steel Caisson" @default.
- W2365633224 hasPublicationYear "2013" @default.
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