Design features of main passage project of Ningbo-Zhoushan Port

M. Fang
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Abstract

The main channel project of Ningbo Zhoushan Port is a large-scale bridge connecting island project in the eastern sea of China, the total length of the main line is 28 km and Yushan branch bridge 8.8km. In order to deal with the complex sea environmental conditions, the project pays attention to the industrialization of bridge design, and carries out design standardization, component factory-manufacturing and construction assembling. The whole line pursues standardization designing in the span layout and type of cross section of box girder, and the superstructure of non-navigable channel bridge is mainly composed of segment prefabricated and whole-span pre-casted box girder. In order to improve the connection problem of pre-casted pier, the substructure of non-channel bridge adopts pre-casted thin-wall hollow pier with internal wet-joining new structure. In order to effectively control the long-term bending problem of large-span continuous rigid concrete structure bridge, the north channel bridge with main span of 260m adopts the mixed structure of concrete box girder with segment prefabrication and steel box girder with the length of 90m in the middle part. In order to reduces the impact on the villages along the line, the column, and covering beam and T beams applied new technology of standardized design, component prefabrication and integrated erection. Meanwhile, the UHPC + HPC prefabricated combination T beam structure first used in the ramp B of the Yandun interchange bridge.
宁波-舟山港主航道工程设计特点
宁波舟山港主航道工程是中国东海连接海岛的大型桥梁工程,干线全长28公里,渔山支桥全长8.8公里。为应对复杂的海洋环境条件,本项目注重桥梁设计产业化,开展设计标准化、构件工厂化制造和施工组装。全线在箱梁跨距布置和截面型式上实行标准化设计,非通航海峡桥上部结构主要由分段预制和全跨预制箱梁组成。为改善预制墩的连接问题,无槽桥下部结构采用内湿连接的预制薄壁空心墩新结构。为有效控制大跨度连续刚性混凝土结构桥梁的长期弯曲问题,主跨260m的北海峡大桥采用混凝土箱梁分段预制与中部长度90m的钢箱梁混合结构。为了减少对沿线村庄的影响,柱、盖梁、T梁采用了标准化设计、构件预制、一体化安装的新技术。同时,在燕墩立交大桥B匝道首次采用UHPC + HPC预制组合T梁结构。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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