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Profile steel cantilever frame vertical rod restraining device and construction method
The invention provides a section steel cantilever frame vertical rod restraining device and a construction method.The section steel cantilever frame vertical rod restraining device comprises a section steel cantilever component, a vertical rod restraining device accessory, a bolt, a gasket, a sole timber and other components, and the vertical rod restraining device can move according to the unevenness of an outer vertical face painting layer on site and the flatness deviation condition of a structural plane; and the vertical rod positioning steel bar head or the steel pipe is sleeved with the scaffold vertical rod, so that the effect of restraining the scaffold vertical rod is achieved. According to the structural steel overhanging component, the vertical rod restraining device is arranged on the structural steel overhanging component, it can be guaranteed that stress loss caused by welding on the physical performance of steel of the overhanging component is avoided, the vertical rod restraining device can be repeatedly used, and the construction efficiency is effectively improved; the method can be suitable for the situation that the cantilever scaffold vertical rod constraint of an existing building and a newly-built building cannot be accurately positioned in advance according to on-site actual conditions.
本发明提供了一种型钢悬挑架立杆约束装置及施工方法,本发明包括:型钢悬挑构件、立杆约束装置配件、螺栓、垫片、垫木等构件,立杆约束装置可根据现场外立面粉刷层不均度及结构面平整度偏差情况进行移动,使立杆定位钢筋头或钢管与脚手架立杆套接,从而起到约束架体立杆的作用。可以确保悬挑构件的钢材物理性能不因焊接造成应力损失,可重复利用,有效提升施工效率,另外立杆约束装置可根据现场结构垂直度及建筑饰面层厚薄不一的情况随意在型钢悬挑构件上移动,可适用于既有建筑、新建建筑的悬挑脚手架立杆约束无法根据现场实际情况预先准确定位。
Profile steel cantilever frame vertical rod restraining device and construction method
The invention provides a section steel cantilever frame vertical rod restraining device and a construction method.The section steel cantilever frame vertical rod restraining device comprises a section steel cantilever component, a vertical rod restraining device accessory, a bolt, a gasket, a sole timber and other components, and the vertical rod restraining device can move according to the unevenness of an outer vertical face painting layer on site and the flatness deviation condition of a structural plane; and the vertical rod positioning steel bar head or the steel pipe is sleeved with the scaffold vertical rod, so that the effect of restraining the scaffold vertical rod is achieved. According to the structural steel overhanging component, the vertical rod restraining device is arranged on the structural steel overhanging component, it can be guaranteed that stress loss caused by welding on the physical performance of steel of the overhanging component is avoided, the vertical rod restraining device can be repeatedly used, and the construction efficiency is effectively improved; the method can be suitable for the situation that the cantilever scaffold vertical rod constraint of an existing building and a newly-built building cannot be accurately positioned in advance according to on-site actual conditions.
本发明提供了一种型钢悬挑架立杆约束装置及施工方法,本发明包括:型钢悬挑构件、立杆约束装置配件、螺栓、垫片、垫木等构件,立杆约束装置可根据现场外立面粉刷层不均度及结构面平整度偏差情况进行移动,使立杆定位钢筋头或钢管与脚手架立杆套接,从而起到约束架体立杆的作用。可以确保悬挑构件的钢材物理性能不因焊接造成应力损失,可重复利用,有效提升施工效率,另外立杆约束装置可根据现场结构垂直度及建筑饰面层厚薄不一的情况随意在型钢悬挑构件上移动,可适用于既有建筑、新建建筑的悬挑脚手架立杆约束无法根据现场实际情况预先准确定位。
Profile steel cantilever frame vertical rod restraining device and construction method
型钢悬挑架立杆约束装置及施工方法
LU LIHUA (Autor:in) / CHEN HUI (Autor:in) / PAN JIANGUO (Autor:in) / ZHENG LINQI (Autor:in) / ZHANG YUNCHAO (Autor:in) / XIA JUN (Autor:in) / WANG DONGDONG (Autor:in) / XIANG CHENG (Autor:in) / WU TAO (Autor:in)
23.12.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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