Location:Home > detail
Location: Home > News Update > News Update
G3 Tongling Yangtze River Highway-Railway Bridge Main Structure Completed
Source: Date:2024年08月30日

世界首座双层斜拉-悬索协作体系大桥——G3铜陵长江公铁大桥主体完工

On August 27th, the main structure of the G3 Tongling Yangtze River Highway-Railway Bridge, the world’s first double-deck cable-stayed and suspension hybrid system bridge, was completed. The bridge was designed by China Railway Major Bridge Reconnaissance & Design Institute and constructed by China Railway Major Bridge Engineering Group. With the completion of the main span, the project has now entered the stage of constructing auxiliary works.

世界首座双层斜拉-悬索协作体系大桥——G3铜陵长江公铁大桥主体完工1

The G3 Tongling Yangtze River Highway-Railway Bridge begins at Huayuan Village in Chenyaohu Town, Tongling City, crosses the Yangtze River, passes through Yangshanjiao, and ends at Minzhu Village in Datong Town, Tongling City, with a total length of 11.88 kilometers. The bridge serves three crossing functions: expressway, intercity railway, and freight railway. The main span of the bridge is 988 meters. The upper deck is designed for a six-lane expressway with a design speed of 100 km/h, while the lower deck is designed for four railway tracks, including two for the Hechi Intercity Railway with a design speed of 250 km/h, and two for the Tongling South to Jiangbei Port Railway, which will later extend to Zongyang and connect with Anqing, with a design speed of 120 km/h.

世界首座双层斜拉-悬索协作体系大桥——G3铜陵长江公铁大桥主体完工2

According to reports, compared to cable-stayed or suspension bridges of similar scale, the new cable-stayed and suspension hybrid system structure of this bridge not only meets functional requirements but also offers higher economic efficiency and driving safety. It combines the rigidity of a cable-stayed bridge with the flexibility of a suspension bridge, providing the advantages of large span, heavy load capacity, and high stiffness. During the steel girder installation process, the bridge adopted a combination of construction techniques from both cable-stayed and suspension bridges. The two closure sections were located at the intersection areas of the cable-stayed and suspension cables on both sides, connecting the rigid and flexible structures and showcasing the bridge's designed alignment. This is a first in domestic bridge construction.

Print Close