Crack Control Technology in Construction of V-Shaped Piers of the Main Bridge of China-Maldives Friendship Bridge
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Détails bibliographiques
Auteur(s): |
Liang Xiang
(China Communications Construction Company (CCCC) Second Harbor Engineering Co., Ltd., Wuhan, Hubei , China)
Fangwen Weng (China Communications Construction Company (CCCC) Second Harbor Engineering Co., Ltd., Wuhan, Hubei , China) Hehui Zheng (China Communications Construction Company (CCCC) Second Harbor Engineering Co., Ltd., Wuhan, Hubei , China) |
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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): | 1428-1433 | ||||
Nombre total de pages (du PDF): | 6 | ||||
DOI: | 10.2749/nanjing.2022.1428 | ||||
Abstrait: |
The piers no.19~21 of the main bridge of China-Maldives Friendship Bridge are V-shaped piers, which are constructed by the method of "cast-in-place slant legs with cable-stayed connection and hanging section + cast-in-place block no.0 with inner supports". Based on the analysis of the whole construction stage of the bridge by the finite element method, the factors of concrete cracking during the construction of V-shaped piers are grasped. In view of the risk of structural cracks, the scheme of setting prestressed steel beam in the slant legs and accurately controlling the removal time of the cable hanging bracket is adopted to effectively prevent the concrete cracking during the construction of V-shaped piers. |
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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. |