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Construction method of telescopic adjustable climbing frame based on outer curved surface contraction engineering
The invention discloses a construction method of a telescopic adjustable climbing frame based on outer curved surface contraction engineering. The construction method comprises the steps of construction preparation, construction paying-off, horizontal truss installation, T-shaped plate sleeve pre-embedding, main frame installation and frame body erection, channel steel cantilever beam and attachment support installation and contraction steel pipe installation. The construction method has the beneficial effects that the frame body safety is high, and erection is formed at a time; compared with a traditional climbing frame, the erection and disassembly frequency of the climbing frame is reduced, and the frequency and potential safety hazards of high-altitude operation are reduced; through an adjustable attachment support, the frame body can climb obliquely along with the change of the outer vertical face of a floor, the lifting efficiency is high, the construction cost is saved, the problem of contraction adjustment is solved, midway erection and disassembly are avoided, at least about 46% of scaffold boards, safety nets and other materials are saved, and about 94% of labor for midway erection and disassembly is saved; and the construction method is applied to a main body structure of outer curved surface contraction streamline engineering, the appearance of the frame body is more attractive and elegant, and the frame body and the main body structure are combined to complement each other better.
本发明公开了一种基于外曲面收缩工程的可伸缩调节式爬架的施工工法,包括施工准备、施工放线、水平桁架安装、丁字板套筒预埋、安装主框架及架体搭设、槽钢挑梁及附着支座安装和收缩钢管安装。本发明的有益效果是:本工法架体安全性高,搭设一次成型,与传统爬架相比,减少了爬架的搭拆次数,降低高空作业的频率及安全隐患,通过可调节附着支座,架体实现随楼层外立面变化而斜向爬升,且提升效率高,节约施工成本,解决收缩调节的问题避免中途搭拆,至少节省脚手板、安全网等材料约46%,节约中途搭拆的人工约94%,本工法应用于外曲面收缩流线型工程的主体结构,架体外观更美观、大方,与主体结构结合得更是相得益彰。
Construction method of telescopic adjustable climbing frame based on outer curved surface contraction engineering
The invention discloses a construction method of a telescopic adjustable climbing frame based on outer curved surface contraction engineering. The construction method comprises the steps of construction preparation, construction paying-off, horizontal truss installation, T-shaped plate sleeve pre-embedding, main frame installation and frame body erection, channel steel cantilever beam and attachment support installation and contraction steel pipe installation. The construction method has the beneficial effects that the frame body safety is high, and erection is formed at a time; compared with a traditional climbing frame, the erection and disassembly frequency of the climbing frame is reduced, and the frequency and potential safety hazards of high-altitude operation are reduced; through an adjustable attachment support, the frame body can climb obliquely along with the change of the outer vertical face of a floor, the lifting efficiency is high, the construction cost is saved, the problem of contraction adjustment is solved, midway erection and disassembly are avoided, at least about 46% of scaffold boards, safety nets and other materials are saved, and about 94% of labor for midway erection and disassembly is saved; and the construction method is applied to a main body structure of outer curved surface contraction streamline engineering, the appearance of the frame body is more attractive and elegant, and the frame body and the main body structure are combined to complement each other better.
本发明公开了一种基于外曲面收缩工程的可伸缩调节式爬架的施工工法,包括施工准备、施工放线、水平桁架安装、丁字板套筒预埋、安装主框架及架体搭设、槽钢挑梁及附着支座安装和收缩钢管安装。本发明的有益效果是:本工法架体安全性高,搭设一次成型,与传统爬架相比,减少了爬架的搭拆次数,降低高空作业的频率及安全隐患,通过可调节附着支座,架体实现随楼层外立面变化而斜向爬升,且提升效率高,节约施工成本,解决收缩调节的问题避免中途搭拆,至少节省脚手板、安全网等材料约46%,节约中途搭拆的人工约94%,本工法应用于外曲面收缩流线型工程的主体结构,架体外观更美观、大方,与主体结构结合得更是相得益彰。
Construction method of telescopic adjustable climbing frame based on outer curved surface contraction engineering
一种基于外曲面收缩工程的可伸缩调节式爬架的施工工法
ZHANG LEI (Autor:in) / LIN YUZHU (Autor:in) / CHI CHANGZHE (Autor:in) / YU AIMIN (Autor:in) / JIANG ZHANGSU (Autor:in) / GUO LEI (Autor:in) / TIAN LIANG (Autor:in) / CHEN SHENGZHAO (Autor:in) / LAN SICHENG (Autor:in) / CHANG JIPENG (Autor:in)
31.12.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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