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Construction method of super high-rise external facade special-shaped gradient climbing frame
The invention relates to the technical field of building facade climbing frame construction, and particularly discloses a super high-rise facade special-shaped gradient climbing frame construction method which comprises the following steps: step 1, scheme design: performing scheme design on super high-rise facade protection; step 2, reserving and pre-embedding the outward-pushing type wall-attached support, in the structural construction stage, synchronously embedding wall-attached embedded parts of a climbing frame when beam and slab steel bars are bound, and synchronously pouring concrete along with a floor slab after hidden acceptance; step 3, mounting a climbing frame and debugging a system; 4, the climbing frame is pushed outwards and lifted; 5, after construction is completed, the climbing frame is dismantled, the horizontal outward pushing power of the climbing frame is from a hydraulic oil cylinder, a piston rod of the hydraulic oil cylinder stretches out and draws back to synchronously drive an inner pipe of a telescopic hanging base to horizontally push outwards, a frame body is integrally pushed outwards in a unit mode, and the problems that when a conventional climbing frame encounters an external expansion structure, the climbing frame cannot climb to the top and needs to be secondarily dismantled and installed at the high altitude, and great safety risks exist are avoided; and the construction period is long.
本发明涉及建筑外立面爬架施工技术领域,具体公开了一种超高层外立面异型渐变式爬架施工方法,包括步骤1,方案设计,对超高层外立面防护进行方案设计;步骤2,外推式附墙支座的预留预埋,在结构施工阶段,梁板钢筋绑扎时将爬架的附墙埋件同步埋设,待隐蔽验收后随楼板同步浇筑混凝土;步骤3,爬架安装及系统调试;步骤4,爬架外推及提升;步骤5,施工完成后,爬架拆除,爬架水平外推动力来源为液压油缸,液压油缸活塞杆伸缩同步带动伸缩挂座的内管水平外推,使架体分单元整体外推,避免常规爬架遇到外扩结构时无法一爬到顶,需在高空二次拆装,存在极大安全风险,以及施工周期长的问题。
Construction method of super high-rise external facade special-shaped gradient climbing frame
The invention relates to the technical field of building facade climbing frame construction, and particularly discloses a super high-rise facade special-shaped gradient climbing frame construction method which comprises the following steps: step 1, scheme design: performing scheme design on super high-rise facade protection; step 2, reserving and pre-embedding the outward-pushing type wall-attached support, in the structural construction stage, synchronously embedding wall-attached embedded parts of a climbing frame when beam and slab steel bars are bound, and synchronously pouring concrete along with a floor slab after hidden acceptance; step 3, mounting a climbing frame and debugging a system; 4, the climbing frame is pushed outwards and lifted; 5, after construction is completed, the climbing frame is dismantled, the horizontal outward pushing power of the climbing frame is from a hydraulic oil cylinder, a piston rod of the hydraulic oil cylinder stretches out and draws back to synchronously drive an inner pipe of a telescopic hanging base to horizontally push outwards, a frame body is integrally pushed outwards in a unit mode, and the problems that when a conventional climbing frame encounters an external expansion structure, the climbing frame cannot climb to the top and needs to be secondarily dismantled and installed at the high altitude, and great safety risks exist are avoided; and the construction period is long.
本发明涉及建筑外立面爬架施工技术领域,具体公开了一种超高层外立面异型渐变式爬架施工方法,包括步骤1,方案设计,对超高层外立面防护进行方案设计;步骤2,外推式附墙支座的预留预埋,在结构施工阶段,梁板钢筋绑扎时将爬架的附墙埋件同步埋设,待隐蔽验收后随楼板同步浇筑混凝土;步骤3,爬架安装及系统调试;步骤4,爬架外推及提升;步骤5,施工完成后,爬架拆除,爬架水平外推动力来源为液压油缸,液压油缸活塞杆伸缩同步带动伸缩挂座的内管水平外推,使架体分单元整体外推,避免常规爬架遇到外扩结构时无法一爬到顶,需在高空二次拆装,存在极大安全风险,以及施工周期长的问题。
Construction method of super high-rise external facade special-shaped gradient climbing frame
一种超高层外立面异型渐变式爬架施工方法
ZHOU YUJIA (author) / HOU JIAN (author) / ZHENG HAN (author) / ZHANG XIN (author) / JIANG QINGHENG (author) / DONG XIANBIN (author) / ZHANG NAN (author) / LI QING (author) / GONG XIAOQIN (author) / RAN XINGCHEN (author)
2024-09-27
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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