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Overhanging construction method for ultrahigh building and overhanging frame
The invention relates to the technical field of building cantilever construction, in particular to an ultrahigh building cantilever construction method and a cantilever frame. The construction method includes the following steps that through the BIM technology and field measurement on a construction site, the model of each stress rod piece of the cantilever frame is designed according to a measurement result, and simulation pre-assembly is conducted; a cantilever frame is installed on the construction site; according to the building cantilever height, a construction platform and a guardrail are installed on the cantilever frame; after building cantilever construction is completed, the cantilever frame is dismantled and hoisted to the construction position of the next layer; and after the hoisting is completed, a construction mounting surface is cleaned. A construction operation platform is provided for building cantilever construction by installing the cantilever frame, meanwhile, temporary support is provided for a building cantilever in construction, the building cantilever in construction is prevented from deforming or falling off due to the fact that concrete is not dry and installation is unreasonable, the cantilever frame is installed on a building main body through the movable connecting piece, assembly and disassembly are convenient, and the construction efficiency is improved. The whole device is small and suitable for being applied to various construction scenes, and hoisting or carrying is convenient.
本发明涉及建筑悬挑施工的技术领域,尤其是涉及一种超高建筑悬挑施工方法及悬挑架。包括以下施工方法:通过BIM技术和施工现场实地测量,根据测量结果设计悬挑架各受力杆件型号,并进行仿真预拼装;在施工现场安装悬挑架;根据建筑悬挑高度,在悬挑架上安装施工平台和护栏;建筑悬挑施工完成后,拆除悬挑架并吊装至下一层施工位置;所述吊装完成后清理施工安装面。通过安装悬挑架为建筑悬挑施工提供施工操作平台,同时给施工中的建筑悬挑提供临时依托,防止施工中的建筑悬挑因为混凝土未干和安装不合理导致的变形或脱落,悬挑架通过可活动连接件安装在建筑主体上,方便安拆,整体小巧适合多种施工场景的运用,且方便吊装或搬运。
Overhanging construction method for ultrahigh building and overhanging frame
The invention relates to the technical field of building cantilever construction, in particular to an ultrahigh building cantilever construction method and a cantilever frame. The construction method includes the following steps that through the BIM technology and field measurement on a construction site, the model of each stress rod piece of the cantilever frame is designed according to a measurement result, and simulation pre-assembly is conducted; a cantilever frame is installed on the construction site; according to the building cantilever height, a construction platform and a guardrail are installed on the cantilever frame; after building cantilever construction is completed, the cantilever frame is dismantled and hoisted to the construction position of the next layer; and after the hoisting is completed, a construction mounting surface is cleaned. A construction operation platform is provided for building cantilever construction by installing the cantilever frame, meanwhile, temporary support is provided for a building cantilever in construction, the building cantilever in construction is prevented from deforming or falling off due to the fact that concrete is not dry and installation is unreasonable, the cantilever frame is installed on a building main body through the movable connecting piece, assembly and disassembly are convenient, and the construction efficiency is improved. The whole device is small and suitable for being applied to various construction scenes, and hoisting or carrying is convenient.
本发明涉及建筑悬挑施工的技术领域,尤其是涉及一种超高建筑悬挑施工方法及悬挑架。包括以下施工方法:通过BIM技术和施工现场实地测量,根据测量结果设计悬挑架各受力杆件型号,并进行仿真预拼装;在施工现场安装悬挑架;根据建筑悬挑高度,在悬挑架上安装施工平台和护栏;建筑悬挑施工完成后,拆除悬挑架并吊装至下一层施工位置;所述吊装完成后清理施工安装面。通过安装悬挑架为建筑悬挑施工提供施工操作平台,同时给施工中的建筑悬挑提供临时依托,防止施工中的建筑悬挑因为混凝土未干和安装不合理导致的变形或脱落,悬挑架通过可活动连接件安装在建筑主体上,方便安拆,整体小巧适合多种施工场景的运用,且方便吊装或搬运。
Overhanging construction method for ultrahigh building and overhanging frame
一种超高建筑悬挑施工方法及悬挑架
ZHAO YACHAO (author) / WANG WEI (author) / ZHANG FENG (author) / ZHANG SHANZHUANG (author) / JU BAOGUO (author) / WANG CHAOFAN (author)
2023-03-14
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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