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Temporary supporting structure of steel structure building and construction method
The invention relates to a steel structure building temporary supporting structure and a construction method, and relates to the technical field of building steel structures. The steel structure building temporary supporting structure comprises a center vertical column, peripheral arc-shaped columns, radial trussed beams and peripheral annular trusses; the central vertical column is installed on the ground, the multiple peripheral arc-shaped columns are arranged around the central vertical column, the distances between the peripheral arc-shaped columns are equal, and the distances between the peripheral arc-shaped columns and the central vertical column are also equal; the radial trussed beams are erected between the top of the central vertical column and the top of the peripheral arc-shaped columns, and one peripheral arc-shaped column corresponds to one radial trussed beam; a peripheral annular truss is erected between every two adjacent peripheral arc-shaped columns, the two ends of each peripheral annular truss are connected with the radial trussed beams correspondingly, and the multiple peripheral annular trusses are connected end to end. The construction method has the effects of shortening the construction period of the circular building and keeping the structure stable.
本申请涉及一种钢结构建筑临时支撑结构及施工方法,涉及建筑钢结构技术的领域,包括中心竖向柱、外围弧形柱、径向桁梁以及外围环向桁架;所述中心竖向柱安装在地面上,所述外围弧形柱围绕着中心竖向柱设置有多根,每根所述外围弧形柱间距相等且与中心竖向柱的距离也相等;所述径向桁梁搭设在中心竖向柱与外围弧形柱的顶部之间,且一根外围弧形柱对应一根径向桁梁;相邻两个所述外围弧形柱之间搭设有外围环向桁架,所述外围环向桁架的两端分别与径向桁梁相连接,且多根所述外围环向桁架首尾相连。本申请具有降低圆形建筑物的施工周期且保持结构稳定的效果。
Temporary supporting structure of steel structure building and construction method
The invention relates to a steel structure building temporary supporting structure and a construction method, and relates to the technical field of building steel structures. The steel structure building temporary supporting structure comprises a center vertical column, peripheral arc-shaped columns, radial trussed beams and peripheral annular trusses; the central vertical column is installed on the ground, the multiple peripheral arc-shaped columns are arranged around the central vertical column, the distances between the peripheral arc-shaped columns are equal, and the distances between the peripheral arc-shaped columns and the central vertical column are also equal; the radial trussed beams are erected between the top of the central vertical column and the top of the peripheral arc-shaped columns, and one peripheral arc-shaped column corresponds to one radial trussed beam; a peripheral annular truss is erected between every two adjacent peripheral arc-shaped columns, the two ends of each peripheral annular truss are connected with the radial trussed beams correspondingly, and the multiple peripheral annular trusses are connected end to end. The construction method has the effects of shortening the construction period of the circular building and keeping the structure stable.
本申请涉及一种钢结构建筑临时支撑结构及施工方法,涉及建筑钢结构技术的领域,包括中心竖向柱、外围弧形柱、径向桁梁以及外围环向桁架;所述中心竖向柱安装在地面上,所述外围弧形柱围绕着中心竖向柱设置有多根,每根所述外围弧形柱间距相等且与中心竖向柱的距离也相等;所述径向桁梁搭设在中心竖向柱与外围弧形柱的顶部之间,且一根外围弧形柱对应一根径向桁梁;相邻两个所述外围弧形柱之间搭设有外围环向桁架,所述外围环向桁架的两端分别与径向桁梁相连接,且多根所述外围环向桁架首尾相连。本申请具有降低圆形建筑物的施工周期且保持结构稳定的效果。
Temporary supporting structure of steel structure building and construction method
一种钢结构建筑临时支撑结构及施工方法
CHEN JINLONG (author) / SU DAZHEN (author) / ZUO JUN (author)
2022-05-10
Patent
Electronic Resource
Chinese
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