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Home > Wen Yuan (High School Edition) > 2021 No.10 > 平旋铁路大桥钢结构安装临时节点连接计算

  • 平旋铁路大桥钢结构安装临时节点连接计算

    Author(s)：

    耿开通 白玉冰 宋庆国 刘鹏辉 黄进

    Publication Title：

    Wen Yuan (High School Edition) 2021 No.10

    Affiliations：

    中建钢构工程有限公司

    Abstract：

    平旋铁路大桥钢结构采用全焊接连接，构件在吊装就位后需要采用临时连接固定。通过对施工各个环节进行施工模拟，找出杆件在施工过程中最大节点内力，再根据最不利内力来设计临时连接节点，并验算通过耳板、夹板、螺栓等的规格、尺寸。计算中取上弦杆节点作为典型节点进行验算，展示了临时节点连接计算的完整过程，这一过程包含施工模拟、建立计算模型、节点计算等关键步骤，可为类似项目的计算研究工作提供思路。

    Keywords：

    平旋铁路大桥；临时连接；节点计算

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    [1] 耿开通,白玉冰,宋庆国,刘鹏辉,黄进.平旋铁路大桥钢结构安装临时节点连接计算[J].Wen Yuan (High School Edition),2021(10),.

文渊(高中版)
Wen Yuan (High School Edition)

Language: 中文

CN：11-9276/G

ISSN：2096-6288

Publication Frequency: 月刊

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