Design of Three-Pylon Cable-Stayed Bridge with a Main Span over 1 000 m for Maanshan Changjiang River Rail-cum-Road Bridge

被引:0
|
作者
Zhang Q. [1 ]
Liu H. [1 ]
Wang D. [1 ]
Yang C. [1 ]
Luo K. [1 ]
机构
[1] China Railway Major Bridge Reconnaissance and - Design Institute Co.Ltd., Wuhan
关键词
bridge design; elastic cable; large-diameter pile; parallel-steel-wire stay cable; rail-cum-road bridge; steel truss; steel-concrete composite pylon; three-pylon cable-stayed bridge;
D O I
10.20051/j.issn.1003-4722.2023.S2.003
中图分类号
学科分类号
摘要
The main navigation channel bridge of Maanshan Changjiang River Rail-cum-Road Bridge is a three-pylon cable-stayed bridge with a main-span length over 1 000 m. Studies were carried out focusing on the span arrangements, bridge type selection, composition of restraint system and configuration of main components, to meet the requirements of high construction standards and allow the bridge to have sound heavy-load carrying and spanning capacity. The finally selected option was a three-pylon cable-stayed bridge with spans (11 2 + 392 + 2 X 1 120 + 392 + 112) m, featuring the restrain system consisting of elastic cables at the central pylon and dampers at the side pylons. The superstructure consists of two N-shaped transversely steel trusses that act compositely with the orthotropic steel panels to form the upper deck, and the steel box beams to form the lower deck. The pylons are steel-concrete composite structures supported by foundations with 4 m-diameter bored piles. The central pylon, which is 25 m higher than the two side pylons, are a spatial A-shaped structure with four legs, while the side pylons are A-shaped structures from the side view, but 1-shaped structures from the elevation view. The auxiliary and side piers are portal-framed piers, supported by foundations of 2. 5 m-diameter bored piles. The stay cables are composed of parallel, high-strength, low-relaxation, Zn-Al alloy coated steel wires of 7 mm diameter and with a nominal tensile strength of 2 100 MPa. © 2023 Wuhan Bridge Research Institute. All rights reserved.
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页码:16 / 21
页数:5
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  • [1] ZHAO Gongming, JI Houqiang, ZHU Xinghu, Overview of Steel Concrete Composite Section in the Left Branch Suspension Bridge of Maanshan Yangtze River Highway Bridgc, Engineering and Technology Research, 9, pp. 35-36, (2017)
  • [2] BAI Lunhua, SHEN Ruili, MIAO Rusong, Et al., Research Progress on Box Girder and Cable Load-Bearing Bridge Theory in 2020, Journal of Civil and Environmental Engineering, 43, pp. 43-52, (2021)
  • [3] ZHENG Xiaolong, XU Xinyu, GAO Mangmang, Et al., Study of Vertical Stiffness Evaluation Method of Long-Span Steel Truss Girder Cable-Stayed Railway Bridge [J], Bridge Construction, 52, 3, pp. 24-29, (2022)
  • [4] CAO Pozhong Study on Vertical Stiffness and Temperature Deformation of Ovcrlcngth Girder of Multi-Tower Cable-Stayed Bridge, (2022)
  • [5] SHEN Ruili, YANG Zhongming, GUO Riqiang, Et al., Study of Restraint Systems for Supcr-Long-Span Cable-Stayed Bridge to Resist Extreme Longitudinal Wind Load, World Bridges, 50, 1, pp. 59-65, (2022)
  • [6] ZHANG Xinjun, LIBolin, ZHAO Junjic, Study on Seismic Structural System of Super Long-Span Partially Ground-Anchored Cable-Stayed Bridges, Journal of Zhcjiang University of Technology, 49, 1, pp. 39-46, (2021)
  • [7] NING Bowci, Overall Design of Hcdong Changjiang River Bridge in Luzhou, Bridge Construction, 52, 4, pp. 110-116, (2022)
  • [8] WANG Zhaowei, CHEN Zhanli, LIU Deyun, Et al., Research on Longitudinal Restraint System of Long-Span Triple-Pylon Cable-Stayed Bridge, World Bridges, 49, 4, pp. 42-48, (2021)
  • [9] ZHAGN Jintao, FU Zhangong, QIN Shunquan, Et al., Pylon Design for Main Navigational Channel Bridge of Changtai Changjiang River Bridge[j], Bridge Construction, 52, 5, pp. 1-7, (2022)
  • [10] CHEN Guanhua, Design and Mechanical Performance Analysis of Composite Pylons of Single Tower Cable-Stayed Bridges, China Municipal Engineering, 5, pp. 74-76, (2021)