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METHOD OF CONSTRUCTING CYLINDRICAL SHELL GRID STRUCTURE WITH ULTRA LARGE SPAN

机译:超大跨度构建圆柱壳网格结构的方法

摘要

Disclosed is a method of constructing a cylindrical shell grid structure with an ultra large span involving firstly completing the installation of a gable grid structure at one end of the cylindrical shell structure then taking the gable grid structure as a stable starting unit for the installation of the whole cylindrical shell grid structure i.e. using the stable starting unit that has already been installed i.e. the gable grid structure to bear the construction load and starting from the gable in the longitudinal direction of the cylindrical shell structure using an altitude spread roof member method to accomplish the subsequent installation of the cylindrical shell grid structure. The method of constructing a cylindrical shell grid structure with an ultra large span has high construction efficiency and the advantages of safety low construction outlay and high quality.
机译:公开了一种构造具有超大跨度的圆柱壳网格结构的方法,该方法包括首先在圆柱壳结构的一端完成山墙网格结构的安装,然后将山墙网格结构作为用于安装山墙网格结构的稳定起始单元。整个圆柱壳网格结构,即使用已经安装的稳定的启动单元,即山墙网格结构,以承受建筑载荷,并从山墙沿圆柱壳结构的纵向开始,使用高度扩展屋顶构件方法来完成随后安装圆柱壳网格结构。具有超大跨度的圆柱壳网格结构的构造方法,具有施工效率高,安全,施工费用低,质量高的优点。

著录项

  • 公开/公告号IN2015DN07576A

    专利类型

  • 公开/公告日2016-01-22

    原文格式PDF

  • 申请/专利权人

    申请/专利号IN7576/DELNP/2015

  • 申请日2015-08-25

  • 分类号E04B1/342;E04G21/14;

  • 国家 IN

  • 入库时间 2022-08-21 14:25:04

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