A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Cantilever scaffold system construction method
The invention relates to a construction method of a cantilever scaffold system. According to the scheme, the construction method comprises the following construction steps of S00, wall body and column construction; s10, profile steel beam construction; a profile steel support is installed on the upper portion of the profile steel platform, a scaffold is installed on the upper portion of the profile steel support, the bottom of the scaffold is fixed to the profile steel platform through anchor bolts, and the top of the scaffold is fixed to a steel connecting rod; s30, metal protection plate installation, wherein the lower space of the section steel beam of the cantilever scaffold system is sealed through the metal protection plate, and the metal protection plate is fixed to the section steel beam through fixing bolts; and S40, the cantilever scaffold system is dismantled, specifically, after structural construction is completed, the cantilever scaffold system is dismantled. The construction method can effectively reduce the engineering cost and accelerate the construction speed, and can obtain better technical and economic benefits when being applied to actual engineering.
本申请涉及悬挑脚手架体系施工方法，该方案包括以下施工步骤：S00、墙体及柱子施工；S10、型钢梁施工；S20、脚手架安装：在型钢平台上部安装型钢支撑，在型钢支撑上部安装脚手架，脚手架底部通过锚固螺栓与型钢平台固定，顶部与钢连杆固定；S30、金属防护板安装：悬挑脚手架体系的型钢梁上采用金属防护板进行下部空间封闭，金属防护板采用固定螺栓与型钢梁进行固定；S40、悬挑脚手架体系拆除：结构施工完成后，对悬挑脚手架体系进行拆除处理。本申请可有效降低工程成本，加快施工速度，应用于实际工程中可取得较好的技术经济效益。
Cantilever scaffold system construction method
The invention relates to a construction method of a cantilever scaffold system. According to the scheme, the construction method comprises the following construction steps of S00, wall body and column construction; s10, profile steel beam construction; a profile steel support is installed on the upper portion of the profile steel platform, a scaffold is installed on the upper portion of the profile steel support, the bottom of the scaffold is fixed to the profile steel platform through anchor bolts, and the top of the scaffold is fixed to a steel connecting rod; s30, metal protection plate installation, wherein the lower space of the section steel beam of the cantilever scaffold system is sealed through the metal protection plate, and the metal protection plate is fixed to the section steel beam through fixing bolts; and S40, the cantilever scaffold system is dismantled, specifically, after structural construction is completed, the cantilever scaffold system is dismantled. The construction method can effectively reduce the engineering cost and accelerate the construction speed, and can obtain better technical and economic benefits when being applied to actual engineering.
本申请涉及悬挑脚手架体系施工方法，该方案包括以下施工步骤：S00、墙体及柱子施工；S10、型钢梁施工；S20、脚手架安装：在型钢平台上部安装型钢支撑，在型钢支撑上部安装脚手架，脚手架底部通过锚固螺栓与型钢平台固定，顶部与钢连杆固定；S30、金属防护板安装：悬挑脚手架体系的型钢梁上采用金属防护板进行下部空间封闭，金属防护板采用固定螺栓与型钢梁进行固定；S40、悬挑脚手架体系拆除：结构施工完成后，对悬挑脚手架体系进行拆除处理。本申请可有效降低工程成本，加快施工速度，应用于实际工程中可取得较好的技术经济效益。
Cantilever scaffold system construction method
悬挑脚手架体系施工方法
2023-03-31
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste