A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Frustum-shaped building scaffold construction method
The invention provides a frustum-shaped building scaffold construction method. The frustum-shaped building scaffold construction method comprises the steps that after a fourth layer of roof is pouredand solidified, a scaffold is integrally lifted by a first preset height; a wall-attached steel beam is mounted on the fourth layer of roof and connected with the scaffold; the scaffold is lifted by asecond preset height, so that the bottom end of the scaffold can be flush with a first layer of roof; the upper end of the scaffold is driven to deflect towards a building wall body by a first presetdistance by taking a wall-attached steel beam of a third layer of roof as a fulcrum; and the lower end of the scaffold is driven to deflect towards the building wall body by a second preset distanceby taking the wall-attached steel beam of the fourth layer of roof as a fulcrum, and the scaffold returns to the vertical state, so that the distance between the scaffold and a fifth layer of roof tobe poured can meet the construction requirement. Therefore, the distance between the scaffold and the to-be-poured roof can be transversely adjusted according to the area change of each layer of roofof the building, and the construction requirement of a frustum-shaped building structure is met.
本发明提供了一种锥台形建筑脚手架施工方法，包括在第四层顶板浇筑完成并凝固后将脚手架整体提升第一预设高度；在第四层顶板上安装附墙钢梁并与脚手架连接；将脚手架提升第二预设高度以使脚手架的底端与第一层顶板平齐；以第三层顶板的附墙钢梁为支点驱动脚手架的上端朝向建筑墙体偏转第一预设距离；以第四层顶板的附墙钢梁为支点驱动脚手架的下端朝向建筑墙体偏转第二预设距离，脚手架恢复竖直状态以使脚手架与待浇筑的第五层顶板之间距离满足施工要求；从而能够根据建筑各层顶板的面积变化使脚手架横向调节与待浇筑的顶板之间的距离，满足锥台形建筑结构的施工要求。
Frustum-shaped building scaffold construction method
The invention provides a frustum-shaped building scaffold construction method. The frustum-shaped building scaffold construction method comprises the steps that after a fourth layer of roof is pouredand solidified, a scaffold is integrally lifted by a first preset height; a wall-attached steel beam is mounted on the fourth layer of roof and connected with the scaffold; the scaffold is lifted by asecond preset height, so that the bottom end of the scaffold can be flush with a first layer of roof; the upper end of the scaffold is driven to deflect towards a building wall body by a first presetdistance by taking a wall-attached steel beam of a third layer of roof as a fulcrum; and the lower end of the scaffold is driven to deflect towards the building wall body by a second preset distanceby taking the wall-attached steel beam of the fourth layer of roof as a fulcrum, and the scaffold returns to the vertical state, so that the distance between the scaffold and a fifth layer of roof tobe poured can meet the construction requirement. Therefore, the distance between the scaffold and the to-be-poured roof can be transversely adjusted according to the area change of each layer of roofof the building, and the construction requirement of a frustum-shaped building structure is met.
本发明提供了一种锥台形建筑脚手架施工方法，包括在第四层顶板浇筑完成并凝固后将脚手架整体提升第一预设高度；在第四层顶板上安装附墙钢梁并与脚手架连接；将脚手架提升第二预设高度以使脚手架的底端与第一层顶板平齐；以第三层顶板的附墙钢梁为支点驱动脚手架的上端朝向建筑墙体偏转第一预设距离；以第四层顶板的附墙钢梁为支点驱动脚手架的下端朝向建筑墙体偏转第二预设距离，脚手架恢复竖直状态以使脚手架与待浇筑的第五层顶板之间距离满足施工要求；从而能够根据建筑各层顶板的面积变化使脚手架横向调节与待浇筑的顶板之间的距离，满足锥台形建筑结构的施工要求。
Frustum-shaped building scaffold construction method
锥台形建筑脚手架施工方法
HUANG KAIYOU (author) / HUANG TING (author) / HUANG TAIJIE (author) / HUANG TAIYING (author)
2021-01-29
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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