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Large-span curtain wall composite structure and installation method thereof
The invention discloses a large-span curtain wall composite structure and an installation method thereof, and belongs to the technical field of large-span curtain wall installation. The large-span curtain wall composite structure comprises steel through large cross beams arranged on a wall body and glass blocks arranged on the steel through large cross beams, pull rod paired holes and a plurality of sets of bolt paired holes are formed in the tops and the bottom sides of the steel through large cross beams at equal intervals, one pull rod paired hole corresponds to one set of bolt paired holes, first machine screw holes are formed in the sides, close to the wall body, of the steel through large cross beams, bent steel plates corresponding to the first machine screw holes are arranged on the sides, away from the wall body, of the steel through large cross beams, the first machine screw holes, the bent steel plates, the pull rod paired holes and the bolt holes are distributed alternately, and therefore, stress of a large-span full-height space curtain wall framework can be achieved and met, occupied indoor space of a vertical framework is reduced, the indoor area utilization rate is increased, and the large-span curtain wall composite structure is reasonable in structural stress, convenient and fast to install, good in coordination, good in economical efficiency and good in attractiveness.
本发明公开了一种大跨度幕墙组合结构及其安装方法,属于大跨度幕墙安装技术领域,一种大跨度幕墙组合结构,包括设置在墙体上的钢通大横梁设置在钢通大横梁上的玻璃块,所述钢通大横梁顶部和底侧等间距开设有拉杆对孔和多组螺栓对孔,一个拉杆对孔对应一组螺栓对孔,所述钢通大横梁靠近墙体的一侧开设有第一机丝孔,所述钢通大横梁背离墙体的一侧设置有与第一机丝孔相对应的折弯钢板,所述第一机丝孔和折弯钢板与拉杆对孔和螺栓对孔交替分布,它可以实现,满足了大跨度通高空间幕墙骨架的受力,减少了竖向骨架室内空间的占用,提升了室内面积利用率,结构受力合理、安装便捷、协调性好、经济性好、美观性好。
Large-span curtain wall composite structure and installation method thereof
The invention discloses a large-span curtain wall composite structure and an installation method thereof, and belongs to the technical field of large-span curtain wall installation. The large-span curtain wall composite structure comprises steel through large cross beams arranged on a wall body and glass blocks arranged on the steel through large cross beams, pull rod paired holes and a plurality of sets of bolt paired holes are formed in the tops and the bottom sides of the steel through large cross beams at equal intervals, one pull rod paired hole corresponds to one set of bolt paired holes, first machine screw holes are formed in the sides, close to the wall body, of the steel through large cross beams, bent steel plates corresponding to the first machine screw holes are arranged on the sides, away from the wall body, of the steel through large cross beams, the first machine screw holes, the bent steel plates, the pull rod paired holes and the bolt holes are distributed alternately, and therefore, stress of a large-span full-height space curtain wall framework can be achieved and met, occupied indoor space of a vertical framework is reduced, the indoor area utilization rate is increased, and the large-span curtain wall composite structure is reasonable in structural stress, convenient and fast to install, good in coordination, good in economical efficiency and good in attractiveness.
本发明公开了一种大跨度幕墙组合结构及其安装方法,属于大跨度幕墙安装技术领域,一种大跨度幕墙组合结构,包括设置在墙体上的钢通大横梁设置在钢通大横梁上的玻璃块,所述钢通大横梁顶部和底侧等间距开设有拉杆对孔和多组螺栓对孔,一个拉杆对孔对应一组螺栓对孔,所述钢通大横梁靠近墙体的一侧开设有第一机丝孔,所述钢通大横梁背离墙体的一侧设置有与第一机丝孔相对应的折弯钢板,所述第一机丝孔和折弯钢板与拉杆对孔和螺栓对孔交替分布,它可以实现,满足了大跨度通高空间幕墙骨架的受力,减少了竖向骨架室内空间的占用,提升了室内面积利用率,结构受力合理、安装便捷、协调性好、经济性好、美观性好。
Large-span curtain wall composite structure and installation method thereof
一种大跨度幕墙组合结构及其安装方法
ZHANG RUI (author) / XIE SHENGFEN (author) / ZHOU YUEYUE (author) / CHEN BO (author) / ZHAO XIAOHUI (author)
2021-10-15
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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