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Bottom steel beam mounting structure of steel embedded stable type cantilever scaffold
A steel-embedded stable cantilever scaffold bottom steel beam mounting structure belongs to the technical field of structural engineering and comprises a cantilever steel beam, the cantilever steel beam is divided into a fixed section and a cantilever section, and the side end position and the inner end position of the fixed section are fixed to a floor through n-shaped anchoring frames respectively to form a rod anchoring frame and a fulcrum anchoring frame; the cantilever steel beam sequentially penetrates through the pressing rod anchoring frame and the fulcrum anchoring frame and is suspended outside a floor and a side wall. Each anchoring frame is provided with a plurality of steel wedges, and the steel wedges are wedged between the cantilever steel beam and the pressing rod anchoring frame and between the cantilever steel beam and the supporting point anchoring frame from the opposite directions and are tightly wedged; the method has the beneficial effects that the steel wedges are wedged between the anchoring frame and the cantilever steel beam from the opposite direction, so that the wedges are difficult to loosen, and the cantilever steel beam does not generate vertical displacement and horizontal displacement any more; and the three wedges and the parallel anchoring frames are adopted, so that the stability of the cantilever steel beam can be enhanced.
一种钢嵌稳固式悬挑脚手架底部钢梁安装结构，属于结构工程技术领域，包括悬挑钢梁，所述悬挑钢梁分为固定段和悬挑段，固定段的边端位置和内端位置分别通过几字形锚固架固定在楼面上设置为杆锚固框和支点锚固框；悬挑钢梁依次穿过压杆锚固框和支点锚固框并悬置在楼面及边墙之外；每个锚固框各配备有若干个钢质楔子，若干个钢质楔子分别从相反的方向楔入在悬挑钢梁与压杆锚固框及支点锚固框之间并楔紧；其有益效果是采用钢质楔子从相反的方向楔入在锚固框与悬挑钢梁之间，使得楔子难以松动，悬挑钢梁不再发生竖向位移和水平位移；采用三个楔子和并列锚固框，可加强悬挑钢梁的平稳性。
Bottom steel beam mounting structure of steel embedded stable type cantilever scaffold
A steel-embedded stable cantilever scaffold bottom steel beam mounting structure belongs to the technical field of structural engineering and comprises a cantilever steel beam, the cantilever steel beam is divided into a fixed section and a cantilever section, and the side end position and the inner end position of the fixed section are fixed to a floor through n-shaped anchoring frames respectively to form a rod anchoring frame and a fulcrum anchoring frame; the cantilever steel beam sequentially penetrates through the pressing rod anchoring frame and the fulcrum anchoring frame and is suspended outside a floor and a side wall. Each anchoring frame is provided with a plurality of steel wedges, and the steel wedges are wedged between the cantilever steel beam and the pressing rod anchoring frame and between the cantilever steel beam and the supporting point anchoring frame from the opposite directions and are tightly wedged; the method has the beneficial effects that the steel wedges are wedged between the anchoring frame and the cantilever steel beam from the opposite direction, so that the wedges are difficult to loosen, and the cantilever steel beam does not generate vertical displacement and horizontal displacement any more; and the three wedges and the parallel anchoring frames are adopted, so that the stability of the cantilever steel beam can be enhanced.
一种钢嵌稳固式悬挑脚手架底部钢梁安装结构，属于结构工程技术领域，包括悬挑钢梁，所述悬挑钢梁分为固定段和悬挑段，固定段的边端位置和内端位置分别通过几字形锚固架固定在楼面上设置为杆锚固框和支点锚固框；悬挑钢梁依次穿过压杆锚固框和支点锚固框并悬置在楼面及边墙之外；每个锚固框各配备有若干个钢质楔子，若干个钢质楔子分别从相反的方向楔入在悬挑钢梁与压杆锚固框及支点锚固框之间并楔紧；其有益效果是采用钢质楔子从相反的方向楔入在锚固框与悬挑钢梁之间，使得楔子难以松动，悬挑钢梁不再发生竖向位移和水平位移；采用三个楔子和并列锚固框，可加强悬挑钢梁的平稳性。
Bottom steel beam mounting structure of steel embedded stable type cantilever scaffold
一种钢嵌稳固式悬挑脚手架底部钢梁安装结构
HUANG DAQI (author)
2023-07-07
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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