陈欣, 施小明, 王娟玲. 连续梁桥0号块临时固结设计与检算[J]. 黄河水利职业技术学院学报, 2021, 33(3): 40-45. DOI: 10.13681/j.cnki.cn41-1282/tv.2021.03.010
    引用本文: 陈欣, 施小明, 王娟玲. 连续梁桥0号块临时固结设计与检算[J]. 黄河水利职业技术学院学报, 2021, 33(3): 40-45. DOI: 10.13681/j.cnki.cn41-1282/tv.2021.03.010
    shu
    Chen Xin, Shi Xiaoming, Wang Juanling. Temporary Consolidation Design and Check and Calculation of Number 0 Block of Continuous Beam Bridge[J]. Journal of Yellow River Conservancy Technical Institute, 2021, 33(3): 40-45. DOI: 10.13681/j.cnki.cn41-1282/tv.2021.03.010
    Citation: Chen Xin, Shi Xiaoming, Wang Juanling. Temporary Consolidation Design and Check and Calculation of Number 0 Block of Continuous Beam Bridge[J]. Journal of Yellow River Conservancy Technical Institute, 2021, 33(3): 40-45. DOI: 10.13681/j.cnki.cn41-1282/tv.2021.03.010
    shu

    连续梁桥0号块临时固结设计与检算

    Temporary Consolidation Design and Check and Calculation of Number 0 Block of Continuous Beam Bridge

      摘要
    • 摘要: 在连续梁桥施工过程中，为防止主梁发生倾覆，需在0 号块处进行墩梁固结。以一座跨度为（72＋128＋72）m 的连续梁桥为例，设计了墩梁临时固结方案，并对其进行了抗倾覆稳定性检算，分析了临时锚固结构体系构造要求。

       

      Abstract: IIn the construction process of continuous beam bridge, in order to prevent the overturning of the main beam, the pier and beam consolidation should be carried out at block 0. Taking a continuous beam bridge with a span of (72+128+72) m as an example, the temporary consolidation scheme of pier and beam is designed, and the anti-overturning stability is checked and calculated, and the structural requirements of the temporary anchorage structure system are analyzed.

       

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