Research on Key Technology of Large Tonnage Steel Beam Fast Sliding Positioning
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Détails bibliographiques
Auteur(s): |
Wenlong Zhang
(CCCC Shec Fourth Engineering Co., Ltd)
Liu Chao (Shanghai Tongji Detection Technology Co) Xiang Zhang (Shaoxing College of Arts and Sciences) |
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Médium: | papier de conférence | ||||
Langue(s): | anglais | ||||
Conférence: | IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022 | ||||
Publié dans: | IABSE Congress Nanjing 2022 | ||||
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Page(s): | 1015-1022 | ||||
Nombre total de pages (du PDF): | 8 | ||||
DOI: | 10.2749/nanjing.2022.1015 | ||||
Abstrait: |
A certain bridge adopts the green design of "one span across the river", and the installation of 21 pieces of steel box girder on the south span is limited by geographical conditions, tower limb width and construction period. Innovatively developed a dedicated skid scooter, the steel box girder successfully crosses the orbit change position with the help of the windlass,move laterally to the tower area,replace the longitudinal skid scooter,move to the design bridge. In the steel beam positioning link, firstly, set bearing pre-offsetting on pier top support to circumvent the influence of steel box girder welding, shrinkage creep deformation and closure temperature difference on the displacement of beam length. After the bridge is completed, the feasibility and reliability of the research method are verified by elevation measurement, static load test and implementation process. |
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Copyright: | © 2022 International Association for Bridge and Structural Engineering (IABSE) | ||||
License: | Cette oeuvre ne peut être utilisée sans la permission de l'auteur ou détenteur des droits. |