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The long span structure and this construction technique which synthesized an arch and a under tension

机译:大跨度结构及其综合了拱和受拉状态的施工工艺

摘要

A long-span structure by composing an arch and under-tension and the construction method thereof are provided to minimize the moment acing on a composite member and to maximize efficiency by composing a girder with the optimized under-tension composed of a compression member and a cable to an arch. A long-span structure by composing an arch and under-tension comprises two supports(100) installed by columns or beams, an arch(200) forming a shaft in the curved shape, an upper chord member(300) composed of a pipe having the fixed curvature, a tension member(400) having the fixed curvature, and many compression members(500) fixed vertically between the upper chord and the tension member and connecting the arch, the upper chord and the tension member.
机译:提供了一种通过组合拱形和负压而形成的大跨度结构及其构造方法,该方法通过将具有由压缩构件和弹性构件构成的优化的负压的大梁组成,从而使复合构件上的力矩最小化,并使效率最大化。电缆连接到拱门。通过组合弓和负压而构成的大跨度结构包括:两个由柱或梁安装的支撑件(100);形成弯曲形状的轴的弓形件(200);由管子组成的上弦构件(300),其具有固定曲率,具有固定曲率的受拉构件(400)以及在上弦和受拉构件之间垂直固定并连接弓,上弦和受拉构件的许多压缩构件(500)。

著录项

  • 公开/公告号KR100904880B1

    专利类型

  • 公开/公告日2009-06-29

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20070072866

  • 发明设计人 안승환;김인범;

    申请日2007-07-20

  • 分类号E01D4;E01D21;

  • 国家 KR

  • 入库时间 2022-08-21 19:11:48

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