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Construction method of scaffold at overhanging position
The invention discloses a construction method of a scaffold at a cantilever, which is characterized in that the construction method of the scaffold at the cantilever for a reinforced connecting structure of the scaffold at the cantilever comprises the following steps of: 1, mounting an inner truss layer: connecting a plurality of inner vertical rods through a cross rod A to form the inner truss layer, and detachably and vertically mounting the inner truss layer on the outer vertical surface of a building in a lifting manner; a plurality of outer vertical rods are connected through a transverse rod B to form the outer truss layer, the outer truss layer is reinforced and assembled through an outer layer reinforcing assembly, the outer truss layer is installed on the inner truss layer through an inner layer reinforcing assembly, and the inner vertical rods of the inclined supporting rods are obliquely supported and installed towards the upper portions of the outer vertical rods. Due to the fact that the outer truss layer is obliquely supported and installed on the inner truss layer through the inclined supporting rod inner vertical rod of the inner layer reinforcing assembly towards the upper portion of the outer vertical rod, the strength of the cantilever bottom of the outer truss layer of the scaffold is guaranteed, the problem that treatment such as waterproofing needs to be conducted on the channel steel connecting position in the later period is solved, construction procedures are reduced, and construction efficiency is improved.
本发明公开了一种悬挑处脚手架的施工方法,其特征在于,对悬挑处脚手架的加强连接结构进行的悬挑处脚手架施工方法,包括步骤如下:步骤一,内桁架层安装:多个内立杆经横杆A连接构成内桁架层可拆卸竖向升降安装在建筑体外立面上;步骤二、外桁架层安装:多个外立杆经横杆B连接构成外桁架层本身经外层加强组件加强组装完成,外桁架层经内层加强组件安装在内桁架层上,使斜撑杆内立杆向外立杆上方倾斜支撑安装。由于外桁架层经内层加强组件的斜撑杆内立杆向外立杆上方倾斜支撑安装在内桁架层上,保证了脚手架外桁架层悬挑底部的强度,解决了后期需要对槽钢连接处进行防水等处理的问题,减少了施工工序,提高了施工效率。
Construction method of scaffold at overhanging position
The invention discloses a construction method of a scaffold at a cantilever, which is characterized in that the construction method of the scaffold at the cantilever for a reinforced connecting structure of the scaffold at the cantilever comprises the following steps of: 1, mounting an inner truss layer: connecting a plurality of inner vertical rods through a cross rod A to form the inner truss layer, and detachably and vertically mounting the inner truss layer on the outer vertical surface of a building in a lifting manner; a plurality of outer vertical rods are connected through a transverse rod B to form the outer truss layer, the outer truss layer is reinforced and assembled through an outer layer reinforcing assembly, the outer truss layer is installed on the inner truss layer through an inner layer reinforcing assembly, and the inner vertical rods of the inclined supporting rods are obliquely supported and installed towards the upper portions of the outer vertical rods. Due to the fact that the outer truss layer is obliquely supported and installed on the inner truss layer through the inclined supporting rod inner vertical rod of the inner layer reinforcing assembly towards the upper portion of the outer vertical rod, the strength of the cantilever bottom of the outer truss layer of the scaffold is guaranteed, the problem that treatment such as waterproofing needs to be conducted on the channel steel connecting position in the later period is solved, construction procedures are reduced, and construction efficiency is improved.
本发明公开了一种悬挑处脚手架的施工方法,其特征在于,对悬挑处脚手架的加强连接结构进行的悬挑处脚手架施工方法,包括步骤如下:步骤一,内桁架层安装:多个内立杆经横杆A连接构成内桁架层可拆卸竖向升降安装在建筑体外立面上;步骤二、外桁架层安装:多个外立杆经横杆B连接构成外桁架层本身经外层加强组件加强组装完成,外桁架层经内层加强组件安装在内桁架层上,使斜撑杆内立杆向外立杆上方倾斜支撑安装。由于外桁架层经内层加强组件的斜撑杆内立杆向外立杆上方倾斜支撑安装在内桁架层上,保证了脚手架外桁架层悬挑底部的强度,解决了后期需要对槽钢连接处进行防水等处理的问题,减少了施工工序,提高了施工效率。
Construction method of scaffold at overhanging position
一种悬挑处脚手架的施工方法
ZHANG YUN (Autor:in) / TIAN WEI (Autor:in) / WEI XINSHAN (Autor:in) / XIE BOZHANG (Autor:in) / CHENG LONG (Autor:in) / LI YONG (Autor:in) / YANG QINGZHU (Autor:in) / JIN CHENG (Autor:in) / XU LEI (Autor:in) / ZHENG YUCHANG (Autor:in)
30.08.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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