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Rapid installation and construction method for cantilever scaffold
The invention discloses a quick installation and construction method for an overhanging scaffold. The method comprises the steps that a positioning and bearing force conduction assembly formed by combining a vertical rod positioning piece and a jacking is adopted; the overhanging component is firstly supported on the lower frame body through the jacking, then the upper frame body is supported on the overhanging component through the vertical rod positioning piece and is locked with the jacking, and after the overhanging component is fixed on the overhanging layer, the jacking is separated from the vertical rod positioning piece, so that the overhanging component is separated from the upper frame body and the lower frame body. And the cantilever component forms an independent stress structure for supporting the upper frame body. According to the method, after the overhanging component is placed on the jacking support of the positioning and bearing force transmission assembly, the force transmission effect is achieved, by locking the vertical rod positioning piece connected with the upper frame body and the jacking support connected with the lower frame body, the load of the upper frame body can be accurately transmitted to the lower frame body, and the outer protection frame can be continuously erected. By means of the measure, the situation that a temporary frame body above the cantilever layer is erected and dismantled for structural construction safety before the cantilever component of the cantilever layer is installed can be avoided.
本发明公开了一种悬挑脚手架快速安装施工方法,包括采用由立杆定位件和顶托组合的定位和承载力传导组件;先通过顶托将悬挑构件支撑在下部架体上,再将上部架体通过立杆定位件支撑在悬挑构件上并与顶托锁死,当悬挑构件固定在悬挑层上后,再将顶托与立杆定位件分离,从而将悬挑构件和上部架体与下部架体分离,使悬挑构件形成支撑上部架体的独立受力结构。本方法中悬挑构件放置在定位和承载力传导组件的顶托上后,起到力的传导作用,通过锁死连接上部架体的立杆定位件和连接下部架体的顶托,可将上部架体的荷载精准传递到下部架体,可继续搭设外防护架。通过此措施,可避免悬挑层悬挑构件安装前,为了结构施工安全,进行的悬挑层以上临时架体的搭设、拆除。
Rapid installation and construction method for cantilever scaffold
The invention discloses a quick installation and construction method for an overhanging scaffold. The method comprises the steps that a positioning and bearing force conduction assembly formed by combining a vertical rod positioning piece and a jacking is adopted; the overhanging component is firstly supported on the lower frame body through the jacking, then the upper frame body is supported on the overhanging component through the vertical rod positioning piece and is locked with the jacking, and after the overhanging component is fixed on the overhanging layer, the jacking is separated from the vertical rod positioning piece, so that the overhanging component is separated from the upper frame body and the lower frame body. And the cantilever component forms an independent stress structure for supporting the upper frame body. According to the method, after the overhanging component is placed on the jacking support of the positioning and bearing force transmission assembly, the force transmission effect is achieved, by locking the vertical rod positioning piece connected with the upper frame body and the jacking support connected with the lower frame body, the load of the upper frame body can be accurately transmitted to the lower frame body, and the outer protection frame can be continuously erected. By means of the measure, the situation that a temporary frame body above the cantilever layer is erected and dismantled for structural construction safety before the cantilever component of the cantilever layer is installed can be avoided.
本发明公开了一种悬挑脚手架快速安装施工方法,包括采用由立杆定位件和顶托组合的定位和承载力传导组件;先通过顶托将悬挑构件支撑在下部架体上,再将上部架体通过立杆定位件支撑在悬挑构件上并与顶托锁死,当悬挑构件固定在悬挑层上后,再将顶托与立杆定位件分离,从而将悬挑构件和上部架体与下部架体分离,使悬挑构件形成支撑上部架体的独立受力结构。本方法中悬挑构件放置在定位和承载力传导组件的顶托上后,起到力的传导作用,通过锁死连接上部架体的立杆定位件和连接下部架体的顶托,可将上部架体的荷载精准传递到下部架体,可继续搭设外防护架。通过此措施,可避免悬挑层悬挑构件安装前,为了结构施工安全,进行的悬挑层以上临时架体的搭设、拆除。
Rapid installation and construction method for cantilever scaffold
一种悬挑脚手架快速安装施工方法
ZHANG MIN (author) / LIU JIALU (author) / YU XIN (author) / HE XUSHENG (author) / HE QI (author)
2024-11-26
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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