一种结构外悬挑盘扣式脚手架施工方法

The construction method of external cantilever disc-lock scaffolding simplifies the construction steps, improves construction efficiency and safety, solves the problems in traditional processes, and achieves material savings and standardized management of the construction site. It adopts a combination of cantilever scaffolding and wall ties for stable connection.

CN118167009BActive Publication Date: 2026-07-17CCCC THIRD HARBOR ENGINEERING CO LTD +1

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
CCCC THIRD HARBOR ENGINEERING CO LTD
Filing Date
2024-03-05
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

The existing external cantilevered disc-lock scaffolding construction method is complex and not conducive to actual engineering construction, and lacks simplified construction steps and methods to improve construction efficiency.

Method used

A construction method for a cantilevered disc-lock scaffold is provided, including steps such as component pre-embedding, concrete pouring, cantilever beam installation, upright erection, horizontal bar installation, wall tie installation, diagonal brace installation, guardrail and safety net installation, tie rod installation, laying hooks and treads, and scaffold dismantling. The method uses a modular cantilevered scaffold, utilizing turnbuckles and steel sections to bear tensile and bending moments, and the wall ties are securely connected using pre-embedded sleeves and clamping mechanisms.

Benefits of technology

It simplifies construction steps, improves construction efficiency and safety, saves materials, enhances the degree of prefabrication and the level of standardized management on the construction site, and solves problems in traditional processes such as formwork bursting and the problem of reserved openings in precast shear wall components.

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Abstract

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。
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