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预应力技术在宁波外滩大桥工程中的运用
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(上海市政工程设计研究总院(集团)有限公司 上海市 200092)

作者简介:

张俊杰

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TU757

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The application of prestressing technology in the project of Ningbo Bund Bridge
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(Shanghai Municipal Engineering Design and Research Institute (Group) Co., LTD., Shanghai 200092, China)

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    摘要:

    宁波外滩大桥主桥采用主跨225m的独塔四索面异型斜拉桥结构,引桥采用预应力混凝土连续梁结构。本文着重介绍了外滩大桥主桥斜拉索及锚固体系、后锚点预应力及吊杆锚固体系、塔墩钢-砼连接节点、引桥预应力砼连续箱梁设计、索塔转体提升施工过程预应力张拉控制等预应力工程技术运用,对类似工程具有一定的参考价值。

    Abstract:

    The main bridge of Ningbo Bund Bridge adopts a special cable-stayed bridge structure with a single tower and four cable planes with a main span of 225m, and the approach bridge adopts a prestressed concrete continuous beam structure. This paper focuses on the application of prestressed engineering technology of the main bridge of the Bund Bridge, such as the cable-stay and anchorage system, the post-anchor prestressing and suspension anchorage system, the steel-concrete connection node of the tower pier, the design of the prestressed concrete continuous box girder of the approach bridge, and the prestressed tension control during the construction of the tower rotation, which has certain reference value for similar projects.

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引用本文

Junjie Zhang, Biao Ma The application of prestressing technology in the project of Ningbo Bund Bridge. Prestress Technology 2013,17(06):11-31. 10.59238/j. pt.2013.06.002

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  • 在线发布日期: 2023-08-06
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