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Cantilever scaffold and construction method thereof
The invention discloses an overhanging scaffold and a construction method thereof, and relates to the technical field of building construction.The overhanging scaffold comprises a plurality of first cantilever beams arranged in parallel, the fixed ends of the first cantilever beams are used for being fixed to an Mth floor, and the overhanging ends extend to the outer side of a building body in the horizontal direction; a first frame body is erected on every two adjacent first cantilever beams, M is larger than or equal to 2, the cantilever scaffold further comprises a plurality of second cantilever beams corresponding to the first cantilever beams in position, a second frame body is erected on every two adjacent second cantilever beams, the second frame bodies support the first cantilever beams, and M is larger than or equal to 2. The first frame body and the second frame body are arranged in a staggered mode, the second frame body is close to the building body, and orthographic projections of the first frame body on the second frame body are overlapped. According to the cantilever scaffold provided by the invention, the bending stress of the first cantilever beam can be decomposed layer by layer, so that the cantilever scaffold is applied to a locally overhung building structure, and time and labor are saved.
本发明公开了一种悬挑脚手架及其施工方法,涉及建筑施工技术领域,本发明的悬挑脚手架,包括多个平行设置的第一悬臂梁,第一悬臂梁的固定端用于和第M层楼板固定、悬挑端沿水平方向延伸至建筑主体的外侧,两个相邻的第一悬臂梁上架设第一架体,其中,M≥2,悬挑脚手架还包括多个分别与第一悬臂梁位置对应的第二悬臂梁,两个相邻的第二悬臂梁上架设有第二架体,第二架体支撑第一悬臂梁,第一架体与第二架体错位设置且第二架体靠近建筑主体,第一架体在第二架体的正投影有重叠。本发明提供的悬挑脚手架,能够逐层分解第一悬臂梁的弯曲应力,使得悬挑脚手架应用于局部外挑的建筑结构,节省时间和人工。
Cantilever scaffold and construction method thereof
The invention discloses an overhanging scaffold and a construction method thereof, and relates to the technical field of building construction.The overhanging scaffold comprises a plurality of first cantilever beams arranged in parallel, the fixed ends of the first cantilever beams are used for being fixed to an Mth floor, and the overhanging ends extend to the outer side of a building body in the horizontal direction; a first frame body is erected on every two adjacent first cantilever beams, M is larger than or equal to 2, the cantilever scaffold further comprises a plurality of second cantilever beams corresponding to the first cantilever beams in position, a second frame body is erected on every two adjacent second cantilever beams, the second frame bodies support the first cantilever beams, and M is larger than or equal to 2. The first frame body and the second frame body are arranged in a staggered mode, the second frame body is close to the building body, and orthographic projections of the first frame body on the second frame body are overlapped. According to the cantilever scaffold provided by the invention, the bending stress of the first cantilever beam can be decomposed layer by layer, so that the cantilever scaffold is applied to a locally overhung building structure, and time and labor are saved.
本发明公开了一种悬挑脚手架及其施工方法,涉及建筑施工技术领域,本发明的悬挑脚手架,包括多个平行设置的第一悬臂梁,第一悬臂梁的固定端用于和第M层楼板固定、悬挑端沿水平方向延伸至建筑主体的外侧,两个相邻的第一悬臂梁上架设第一架体,其中,M≥2,悬挑脚手架还包括多个分别与第一悬臂梁位置对应的第二悬臂梁,两个相邻的第二悬臂梁上架设有第二架体,第二架体支撑第一悬臂梁,第一架体与第二架体错位设置且第二架体靠近建筑主体,第一架体在第二架体的正投影有重叠。本发明提供的悬挑脚手架,能够逐层分解第一悬臂梁的弯曲应力,使得悬挑脚手架应用于局部外挑的建筑结构,节省时间和人工。
Cantilever scaffold and construction method thereof
一种悬挑脚手架及其施工方法
2022-06-07
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
Cantilever scaffold system and construction method thereof
European Patent Office | 2021
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