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Scaffold anti-overturning reinforcing method for high-height ultrahigh concrete structure
The invention discloses a scaffold anti-overturning reinforcing method for a high-height ultrahigh concrete structure, and relates to the field of scaffold construction.The technical scheme is that the scaffold anti-overturning reinforcing method comprises the following steps that S1, an outer scaffold foundation is erected; s2, lattice columns are manufactured on site according to the designed specification; s3, main body structure floor slab construction and latticed column mounting bolt pre-burying are conducted; s4, the latticed column is installed on the main body structure floor slab; and S5, the outer scaffolds are erected upwards layer by layer and fixedly connected with the latticed columns. The wall connecting piece has the beneficial effects that the problem that the number of wall connecting pieces is insufficient is solved by arranging the latticed column in the middle of the main body structure column in the building, the latticed column can adapt to the requirements of different floor heights by adjusting the height of the vertical rod, and modular machining and production can be achieved; and the scaffold can also be refitted on site by using a disc buckle frame or a fastener type steel pipe scaffold, and can be recycled along with the scaffold, so that the safety of construction workers is ensured, and the scaffold can be widely popularized in the construction of structural systems of the same type.
本发明公开了一种用于层高超高混凝土结构的脚手架抗倾覆加固方法,涉及脚手架施工领域,技术方案为,包括以下步骤:S1、搭设外脚手架基础;S2、在现场根据设计的规格制作格构柱;S3、主体结构楼板施工及预埋格构柱安装螺栓;S4、将格构柱安装在主体结构楼板上;S5、外脚手架逐层向上搭设并与格构柱固定连接。本发明的有益效果是:通过在建筑物内部主体结构柱中间设置格构柱的方式来解决连墙件数量不足的问题,且该格构柱可通过立杆高度的调节以适应不同层高的要求,并且可以模块化加工生产,也可使用盘扣架或扣件式钢管脚手架现场改装,并随脚手架进行周转使用,有利于施工作业人员安全的保证,可在同类型的结构体系施工中广泛推广。
Scaffold anti-overturning reinforcing method for high-height ultrahigh concrete structure
The invention discloses a scaffold anti-overturning reinforcing method for a high-height ultrahigh concrete structure, and relates to the field of scaffold construction.The technical scheme is that the scaffold anti-overturning reinforcing method comprises the following steps that S1, an outer scaffold foundation is erected; s2, lattice columns are manufactured on site according to the designed specification; s3, main body structure floor slab construction and latticed column mounting bolt pre-burying are conducted; s4, the latticed column is installed on the main body structure floor slab; and S5, the outer scaffolds are erected upwards layer by layer and fixedly connected with the latticed columns. The wall connecting piece has the beneficial effects that the problem that the number of wall connecting pieces is insufficient is solved by arranging the latticed column in the middle of the main body structure column in the building, the latticed column can adapt to the requirements of different floor heights by adjusting the height of the vertical rod, and modular machining and production can be achieved; and the scaffold can also be refitted on site by using a disc buckle frame or a fastener type steel pipe scaffold, and can be recycled along with the scaffold, so that the safety of construction workers is ensured, and the scaffold can be widely popularized in the construction of structural systems of the same type.
本发明公开了一种用于层高超高混凝土结构的脚手架抗倾覆加固方法,涉及脚手架施工领域,技术方案为,包括以下步骤:S1、搭设外脚手架基础;S2、在现场根据设计的规格制作格构柱;S3、主体结构楼板施工及预埋格构柱安装螺栓;S4、将格构柱安装在主体结构楼板上;S5、外脚手架逐层向上搭设并与格构柱固定连接。本发明的有益效果是:通过在建筑物内部主体结构柱中间设置格构柱的方式来解决连墙件数量不足的问题,且该格构柱可通过立杆高度的调节以适应不同层高的要求,并且可以模块化加工生产,也可使用盘扣架或扣件式钢管脚手架现场改装,并随脚手架进行周转使用,有利于施工作业人员安全的保证,可在同类型的结构体系施工中广泛推广。
Scaffold anti-overturning reinforcing method for high-height ultrahigh concrete structure
一种用于层高超高混凝土结构的脚手架抗倾覆加固方法
WANG LEI (author) / LI WEIQIANG (author) / WANG HONGJUN (author) / WANG LINZE (author) / HU ANZHONG (author) / YUAN WEI (author) / QIN CHANGXU (author) / LI WENTU (author) / XU LIANG (author)
2024-10-08
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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