Recent Development and Challenges of Long-Span Railway Cable- Stayed Bridges in China
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Bibliographic Details
Author(s): |
Hui Guo
(Railway Engineering Research Institute, China Academy of Railway Sciences Corporation Limited, Beijing, China; State Key Laboratory for Track Technology of High-speed Railway, Beijing, China)
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Medium: | conference paper | ||||
Language(s): | English | ||||
Conference: | IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022 | ||||
Published in: | IABSE Congress Nanjing 2022 | ||||
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Page(s): | 338-347 | ||||
Total no. of pages: | 10 | ||||
DOI: | 10.2749/nanjing.2022.0338 | ||||
Abstract: |
The main span of railway cable-stayed bridge in China has broken through from 312m in 2000 to 1092m in 2020, with rapid development in recent years. It comes from aspects of new material, new structural form, accelerated bridge construction method, and innovated construction facilities and equipment. New materials mainly include bridge structural steel with higher yield strength, stay cable with higher tensile strength and ultra-high-performance concrete (UHPC), etc. New structural forms refer to three-main truss with three-cable plane, cable-stayed bridge with ballastless track system, multi-pylon railway cable-stayed bridge, etc. Concept of accelerated bridge construction has been also applied in caisson construction, truss girder assembling, truss girder hoisting, etc. Several new facilities and equipment have also been created such as integral bridge expansion joint, hoisting crane, and smart torque wrench, and so on. Challenges have also been discussed. |
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Keywords: |
structural system bridge expansion joint structural devices new material railway cable-stayed bridge hoisting crane torque wrench technological challenges
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Copyright: | © 2022 International Association for Bridge and Structural Engineering (IABSE) | ||||
License: | This creative work is copyrighted material and may not be used without explicit approval by the author and/or copyright owner. |