大跨度桁架式闸门设计及分析
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Design and analysis of large span truss gate
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    摘要:

    针对大跨度桁架式闸门结构受力复杂、常规平面解析法计算不能全面反映结构受力情况,结合闸门结构尺寸、使用工况以及构造要求,提出面板+实腹式薄框架与桁架梁系组合结构的布置形式。正、反向均采用简支轮支承,为便于安装和拆卸,简支轮安装在边柱翼缘上;考虑到锁定梁倾覆风险大以及锁定就位检测较为困难,锁定装置采用旋转推拉式锁定梁配电动推杆操作。通过对闸门结构布置、主梁、支承、锁定等方面进行分析设计,完成桁架式闸门结构整体布置。采用有限元法对桁架式闸门进行静力分析,确定结构薄弱点,提出改进方案。在挡水工况和起吊工况下,改进后的闸门结构强度和位移均满足设计要求。研究成果可为大跨度桁架式闸门设计提供参考。

    Abstract:

    The large span truss gate structure is complex.Design calculation cannot be absolutely solved by graphic design method.Based on the working conditions and structural requirements of the gate,a structural form of panel and solid web thin frame and truss beam system combination structure is proposed.Both forward and reverse directions adopt simply supported wheels.To facilitate the installation and disassembly,the simply supported wheels are installed on the wing edges of the side columns.In response to the high risk of overturning of the locking beam and the difficulty of locking in place detection,the locking device adopts a rotating push-pull locking beam with an electric push rod operation.The article analyses gate structure layout,main beam,supporting structure,gate lock device,then arrangement of the large span truss gate structure is generally completed.The static analysis of the truss gate is conducted using the finite element method to identify the weak points of the structure and propose improvement measures.The strength and displacement of the improved gate structure can satisfy design specification in the operating mode of water retaining and gate lifting.The research results can provide references for the design of large-span truss gates.

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周 浩.大跨度桁架式闸门设计及分析[J].水运工程,2025(12):192-197.

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  • 在线发布日期: 2025-12-19
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