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京杭运河矮塔斜拉桥主塔及斜拉索施工方案
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(柳州欧维姆机械股份有限公司,柳州 545005)

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覃巍巍

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TU217

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Construction plan of the main tower and cable-stayed bridge of the Beijing-Hangzhou Canal with short towers
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(Liuzhou OVM Machinery Co., Ltd., Liuzhou 545005,China)

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    摘要:

    矮塔斜拉桥是以承受两端拉力的斜拉索作为主要承受构建的桥梁形式,本文结合京杭大桥双塔单索面预应力混凝土矮塔斜拉桥为工程背景,从主桥的施工工艺方面简述矮塔斜拉桥主桥在施工过程中的施工流程,详细介绍主桥施工过程中的关键施工步骤,重点阐述了主塔斜拉索挂索的具体施工流程和施工关键技术,最后论述了矮塔斜拉桥主桥的施工特点及斜拉索施工技术的优势,得出该技术可推广应用的结论,为今后的同类型桥梁施工提供了借鉴和经验。

    Abstract:

    The low-pylon cable-stayed bridge is mainly constructed by the cable-stayed cables bearing the tension at both ends. This paper takes the prestressed concrete low-pylon cable-stayed bridge with double towers and single cable plane of Beijing-Hangzhou Bridge as the engineering background. From the construction technology of the main bridge, this paper briefly describes the construction process of the main bridge of the low-pylon cable-stayed bridge, and introduces in detail the key construction steps in the construction process of the main bridge. This paper focuses on the concrete construction process and key construction technology of the cable-stayed cable of the main tower, finally discusses the construction characteristics of the main bridge of the low-tower cable-stayed bridge and the advantages of the construction technology of the cable-stayed cable, and draws the conclusion that this technology can be popularized and applied, which provides reference and experience for the construction of the same type of bridge in the future.

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Weiwei Qin, Wei Shi, Huan Lei Construction plan of the main tower and cable-stayed bridge of the Beijing-Hangzhou Canal with short towers. Prestress Technology 2017,21(06):10-14. 10.59238/j. pt.2017.06.003

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  • 在线发布日期: 2023-06-25
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