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Adjustable scaffold wall connecting piece and method thereof
The invention belongs to the field of wall connecting pieces, particularly relates to an adjustable scaffold wall connecting piece, and aims to solve the problem that the vertical distance of a wall connecting piece is liable to exceed the size required by the specification due to the fact that an existing frame with large floor height is embedded according to a floor beam surface, and the problem that a traditional wall connecting piece cannot adjust the exceeding range of the vertical or transverse distance. According to the scheme, the adjustable scaffold wall connecting piece comprises a beam column reinforcing mesh, a side formwork and a wall connecting piece body arranged between the beam column reinforcing mesh and the side formwork. The invention also provides a method of the adjustable scaffold wall connecting piece, which comprises the following steps that S1, in the main body structure construction stage, when a side formwork on the edge portion of the beam column reinforcing mesh is installed, drilling holes in the side formwork. According to the invention, the whole wall body can be completely built, painted and coated and can also be closed at a time, and later-stage disassembly is facilitated; the exceeding range of the vertical or transverse distance is conveniently adjusted through instrumentalized and rotary adjustable arrangement of the wall connecting piece, and the phenomenon that a connecting steel pipe rotates or slips can be avoided.
本发明属于连墙件领域,尤其是一种可调式脚手架连墙件,针对现有的层高较大的框架,按楼层梁面埋设容易造成连墙件的竖向间距超出规范要求的尺寸的问题,传统连墙件不能对竖向或横向间距超出的范围进行调节的问题,现提出如下方案,其包括梁柱钢筋网、侧模板和设置在梁柱钢筋网与侧模板之间的连墙件,本发明还提出一种可调式脚手架连墙件的方法,包括以下步骤:S1:主体结构施工阶段,在梁柱钢筋网沿边部位的侧模板安装时,本发明中,能够使整面墙体可以完整砌筑,粉刷和涂装也能一次封闭完工,方便后期的拆卸,还通过连墙件工具化、旋转可调式的设置,方便调整竖向或横向间距超出的范围,还能够避免连接钢管出现转动或滑丝的现象。
Adjustable scaffold wall connecting piece and method thereof
The invention belongs to the field of wall connecting pieces, particularly relates to an adjustable scaffold wall connecting piece, and aims to solve the problem that the vertical distance of a wall connecting piece is liable to exceed the size required by the specification due to the fact that an existing frame with large floor height is embedded according to a floor beam surface, and the problem that a traditional wall connecting piece cannot adjust the exceeding range of the vertical or transverse distance. According to the scheme, the adjustable scaffold wall connecting piece comprises a beam column reinforcing mesh, a side formwork and a wall connecting piece body arranged between the beam column reinforcing mesh and the side formwork. The invention also provides a method of the adjustable scaffold wall connecting piece, which comprises the following steps that S1, in the main body structure construction stage, when a side formwork on the edge portion of the beam column reinforcing mesh is installed, drilling holes in the side formwork. According to the invention, the whole wall body can be completely built, painted and coated and can also be closed at a time, and later-stage disassembly is facilitated; the exceeding range of the vertical or transverse distance is conveniently adjusted through instrumentalized and rotary adjustable arrangement of the wall connecting piece, and the phenomenon that a connecting steel pipe rotates or slips can be avoided.
本发明属于连墙件领域,尤其是一种可调式脚手架连墙件,针对现有的层高较大的框架,按楼层梁面埋设容易造成连墙件的竖向间距超出规范要求的尺寸的问题,传统连墙件不能对竖向或横向间距超出的范围进行调节的问题,现提出如下方案,其包括梁柱钢筋网、侧模板和设置在梁柱钢筋网与侧模板之间的连墙件,本发明还提出一种可调式脚手架连墙件的方法,包括以下步骤:S1:主体结构施工阶段,在梁柱钢筋网沿边部位的侧模板安装时,本发明中,能够使整面墙体可以完整砌筑,粉刷和涂装也能一次封闭完工,方便后期的拆卸,还通过连墙件工具化、旋转可调式的设置,方便调整竖向或横向间距超出的范围,还能够避免连接钢管出现转动或滑丝的现象。
Adjustable scaffold wall connecting piece and method thereof
一种可调式脚手架连墙件及其方法
LI FURONG (author) / OUYANG YONG (author) / WANG JING (author) / ZHAO MINGJUN (author) / HU LANG (author) / TANG QINGYUN (author) / XI RUI (author) / LI JIAN (author) / CHEN QUNZI (author) / XU YONG (author)
2022-02-25
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
Adjustable scaffold wall connecting piece structure and construction method thereof
European Patent Office | 2021
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