A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
A construction method of a large-span large-storey-height external scaffold wall connecting piece is characterized by comprising the following steps that a, short steel bars matched with steel pipe latticed column vertical rods are pre-buried, b, the vertical rods are inserted into the pre-buried short steel bars of a floor slab, c, a first-layer transverse rod is arranged at the position not larger than 100 mm away from the bottom and the top, and d, a second-layer transverse rod is arranged at the position not larger than 100 mm away from the bottom and the top; d, connecting a horizontal rod and a vertical rod to the upper part and the lower part of the steel pipe latticed column respectively, and tightly buckling the horizontal rod and the vertical rod on the outer side of the building to stabilize a handrail of the steel pipe latticed column; and e, carrying out a stability experiment on the steel pipe latticed column, and putting the steel pipe latticed column into use after meeting the stability requirement. The construction method of the large-span large-storey-height outer scaffold wall connecting piece has the advantages that the wall connecting piece is simple in structure and convenient to manufacture, the stability of an outer scaffold is guaranteed, construction safety is guaranteed, construction is convenient and fast, cost is low, materials are convenient to take, and the wall connecting piece can be repeatedly used.
一种大跨度大层高外脚手架连墙件施工方法，其特征在于包括以下步骤：a、预埋钢管格构柱立杆配合的短钢筋，b、将立杆插入楼板预埋的短钢筋上，c、在距离底部、顶部不大于100mm距离设置第一层横杆，d、在钢管格构柱的上部、下部分别连接一根水平杆及竖向杆紧扣在建筑外侧稳固钢管格构柱的扶杆；e、对钢管格构柱进行稳定性实验，满足稳定性要求后可投入使用。本发明的大跨度大层高外脚手架连墙件施工方法具有连墙件结构简单、制作方便，保证外脚手架的稳定性，确保施工安全，施工便捷、成本低、取材方便和可重复利用的优点。
A construction method of a large-span large-storey-height external scaffold wall connecting piece is characterized by comprising the following steps that a, short steel bars matched with steel pipe latticed column vertical rods are pre-buried, b, the vertical rods are inserted into the pre-buried short steel bars of a floor slab, c, a first-layer transverse rod is arranged at the position not larger than 100 mm away from the bottom and the top, and d, a second-layer transverse rod is arranged at the position not larger than 100 mm away from the bottom and the top; d, connecting a horizontal rod and a vertical rod to the upper part and the lower part of the steel pipe latticed column respectively, and tightly buckling the horizontal rod and the vertical rod on the outer side of the building to stabilize a handrail of the steel pipe latticed column; and e, carrying out a stability experiment on the steel pipe latticed column, and putting the steel pipe latticed column into use after meeting the stability requirement. The construction method of the large-span large-storey-height outer scaffold wall connecting piece has the advantages that the wall connecting piece is simple in structure and convenient to manufacture, the stability of an outer scaffold is guaranteed, construction safety is guaranteed, construction is convenient and fast, cost is low, materials are convenient to take, and the wall connecting piece can be repeatedly used.
一种大跨度大层高外脚手架连墙件施工方法，其特征在于包括以下步骤：a、预埋钢管格构柱立杆配合的短钢筋，b、将立杆插入楼板预埋的短钢筋上，c、在距离底部、顶部不大于100mm距离设置第一层横杆，d、在钢管格构柱的上部、下部分别连接一根水平杆及竖向杆紧扣在建筑外侧稳固钢管格构柱的扶杆；e、对钢管格构柱进行稳定性实验，满足稳定性要求后可投入使用。本发明的大跨度大层高外脚手架连墙件施工方法具有连墙件结构简单、制作方便，保证外脚手架的稳定性，确保施工安全，施工便捷、成本低、取材方便和可重复利用的优点。
Construction method of large-span and large-story-height external scaffold wall connecting piece
一种大跨度大层高外脚手架连墙件施工方法
2024-09-24
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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