Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction method of overhanging disc buckle type scaffold outside structure
The invention discloses a construction method of a structure outer overhanging disc buckle type scaffold, and belongs to the technical field of scaffold construction. Comprising the following steps that S1, components and accessories are pre-embedded, specifically, pre-embedded parts are arranged at designated positions before concrete pouring of a cantilever layer floor boundary beam or a shear wall structure; s2, concrete is poured, specifically, after the embedded part is installed, the installation position is checked and rechecked, and then concrete is poured; s3, cantilever beams are installed, specifically, after the concrete strength reaches the strength required by the specification, the cantilever beams are arranged on all parts of the cantilever layer one by one according to the installation positions of the embedded parts; s4, erecting a vertical rod: arranging a positioning device for fixing the vertical rod at the end part of the cantilever beam, and fixedly connecting the end part of the vertical rod with the positioning device; and S5, horizontal rods are installed, specifically, the horizontal rods are erected between the adjacent vertical rods, and the buckling heads on the horizontal rods are connected with the connecting discs on the vertical rods through bolts. According to the technical scheme, the construction steps of the scaffold in engineering operation are simplified, and the construction effect and the construction efficiency are improved.
本发明公开了一种结构外悬挑盘扣式脚手架施工方法,属于脚手架施工技术领域。包括如下步骤:S1、构配件预埋:在悬挑层楼面边梁或剪力墙结构混凝土浇筑前,在指定位置设置预埋件;S2、浇注混凝土:预埋件安装完成厚,检查复核安装位置,然后浇注混凝土;S3、悬挑梁安装:混凝土强度达到规定要求的强度后,根据预埋件的安装位置,逐条将悬挑梁布置于悬挑层各个部位;S4、立杆搭设:悬挑梁端部设置立杆固定的定位装置,将立杆端部与定位装置固定连接;S5、水平杆安装:在相邻立杆之间搭设水平杆,水平杆上的扣接头与立杆上的连接盘通过插销连接。本技术方案用以简化工程作业中脚手架的施工步骤,提高施工效果和施工效率。
Construction method of overhanging disc buckle type scaffold outside structure
The invention discloses a construction method of a structure outer overhanging disc buckle type scaffold, and belongs to the technical field of scaffold construction. Comprising the following steps that S1, components and accessories are pre-embedded, specifically, pre-embedded parts are arranged at designated positions before concrete pouring of a cantilever layer floor boundary beam or a shear wall structure; s2, concrete is poured, specifically, after the embedded part is installed, the installation position is checked and rechecked, and then concrete is poured; s3, cantilever beams are installed, specifically, after the concrete strength reaches the strength required by the specification, the cantilever beams are arranged on all parts of the cantilever layer one by one according to the installation positions of the embedded parts; s4, erecting a vertical rod: arranging a positioning device for fixing the vertical rod at the end part of the cantilever beam, and fixedly connecting the end part of the vertical rod with the positioning device; and S5, horizontal rods are installed, specifically, the horizontal rods are erected between the adjacent vertical rods, and the buckling heads on the horizontal rods are connected with the connecting discs on the vertical rods through bolts. According to the technical scheme, the construction steps of the scaffold in engineering operation are simplified, and the construction effect and the construction efficiency are improved.
本发明公开了一种结构外悬挑盘扣式脚手架施工方法,属于脚手架施工技术领域。包括如下步骤:S1、构配件预埋:在悬挑层楼面边梁或剪力墙结构混凝土浇筑前,在指定位置设置预埋件;S2、浇注混凝土:预埋件安装完成厚,检查复核安装位置,然后浇注混凝土;S3、悬挑梁安装:混凝土强度达到规定要求的强度后,根据预埋件的安装位置,逐条将悬挑梁布置于悬挑层各个部位;S4、立杆搭设:悬挑梁端部设置立杆固定的定位装置,将立杆端部与定位装置固定连接;S5、水平杆安装:在相邻立杆之间搭设水平杆,水平杆上的扣接头与立杆上的连接盘通过插销连接。本技术方案用以简化工程作业中脚手架的施工步骤,提高施工效果和施工效率。
Construction method of overhanging disc buckle type scaffold outside structure
一种结构外悬挑盘扣式脚手架施工方法
ZHU ZUNQUAN (Autor:in) / CHANG DONGMING (Autor:in) / OU LIXIN (Autor:in) / LIU SHENGDONG (Autor:in) / CAI KUNKUN (Autor:in) / XU SONGQI (Autor:in) / SHEN JINZHUANG (Autor:in) / WANG LANG (Autor:in)
11.06.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
Disc buckle type scaffold structure and construction method
Europäisches Patentamt | 2023
|Disc buckle type scaffold structure and construction method
Europäisches Patentamt | 2024
|Strong-wind self-unloading type wind-proof buckle structure of overhanging scaffold
Europäisches Patentamt | 2024
|