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Cantilever scaffold construction technology
The invention discloses a cantilever scaffold construction technology, and belongs to the technical field of building engineering. The overhanging I-shaped steel is installed on the embedded part embedded in the original construction process of the lower tower column; laying a first steel plate on the cantilever I-shaped steel to form an erection foundation; and the overhanging scaffold is erected on the erecting foundation. It can be understood that the scaffold does not start to be erected from the ground but starts to be erected from the construction height of the lower tower column, the cantilever I-shaped steel is installed on the embedded part embedded in the original construction process of the lower tower column, and under the supporting of the cantilever I-shaped steel and the steel plate, the scaffold is erected on the basis of the cantilever I-shaped steel and the steel plate; and the material cost and the labor cost for erecting scaffolds of at least 16 meters or below are saved. Moreover, according to the method for erecting the vertical rods, the longitudinal horizontal rods, the transverse horizontal rods and the diagonal bracings, the stability of the scaffold is enhanced, and the safety of the scaffold is improved.
本申请公开了一种悬挑脚手架施工工艺,属于建筑工程技术领域。本申请在下塔柱的原施工过程中预埋的预埋件上安装悬挑工字钢;在所述悬挑工字钢上铺设第一钢板,形成搭设基础;在所述搭设基础上搭设所述悬挑脚手架。可以理解,本申请不从地面开始搭设脚手架,而是从下塔柱的施工高度处开始搭设脚手架,通过在下塔柱的原施工过程中预埋的预埋件上安装悬挑工字钢,在悬挑工字钢和钢板的支撑下,以此为基础搭设脚手架,节省了至少16米以下的脚手架的搭设材料成本以及人工成本。且,在本申请中,使用上述立杆、纵向水平杆、横向水平杆、剪刀撑的搭设方法,使脚手架的稳固性增强,提高了脚手架的安全性。
Cantilever scaffold construction technology
The invention discloses a cantilever scaffold construction technology, and belongs to the technical field of building engineering. The overhanging I-shaped steel is installed on the embedded part embedded in the original construction process of the lower tower column; laying a first steel plate on the cantilever I-shaped steel to form an erection foundation; and the overhanging scaffold is erected on the erecting foundation. It can be understood that the scaffold does not start to be erected from the ground but starts to be erected from the construction height of the lower tower column, the cantilever I-shaped steel is installed on the embedded part embedded in the original construction process of the lower tower column, and under the supporting of the cantilever I-shaped steel and the steel plate, the scaffold is erected on the basis of the cantilever I-shaped steel and the steel plate; and the material cost and the labor cost for erecting scaffolds of at least 16 meters or below are saved. Moreover, according to the method for erecting the vertical rods, the longitudinal horizontal rods, the transverse horizontal rods and the diagonal bracings, the stability of the scaffold is enhanced, and the safety of the scaffold is improved.
本申请公开了一种悬挑脚手架施工工艺,属于建筑工程技术领域。本申请在下塔柱的原施工过程中预埋的预埋件上安装悬挑工字钢;在所述悬挑工字钢上铺设第一钢板,形成搭设基础;在所述搭设基础上搭设所述悬挑脚手架。可以理解,本申请不从地面开始搭设脚手架,而是从下塔柱的施工高度处开始搭设脚手架,通过在下塔柱的原施工过程中预埋的预埋件上安装悬挑工字钢,在悬挑工字钢和钢板的支撑下,以此为基础搭设脚手架,节省了至少16米以下的脚手架的搭设材料成本以及人工成本。且,在本申请中,使用上述立杆、纵向水平杆、横向水平杆、剪刀撑的搭设方法,使脚手架的稳固性增强,提高了脚手架的安全性。
Cantilever scaffold construction technology
悬挑脚手架施工工艺
WANG WEIJUN (author) / LI DONG (author) / ZHU PENGGANG (author) / CHEN QIANG (author) / ZHANG DONGRUI (author) / JIAO YA (author) / ZHANG QIN (author)
2023-03-21
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste