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A platform for research: civil engineering, architecture and urbanism
Cantilever beam anchoring structure in cantilever type scaffold and cantilever beam anchoring construction method
The invention relates to a cantilever beam anchoring structure in a cantilever scaffold and a cantilever beam anchoring construction method, in particular to the technical field of scaffolds.The cantilever beam anchoring structure comprises a plurality of cantilever beams and lap joint plates between the adjacent cantilever beams, the cantilever beams are fixed to a cross beam, and the two ends of the cross beam are connected through anchoring parts pre-buried in the ground; the cantilever beam is formed by bending the bottom end of a steel plate with the U-shaped section, one end of the steel plate is bent downwards to form a first bent part, the other end of the steel plate is bent upwards to form a second bent part, the second bent part is located in the first bent part, and the cross beam is clamped between the first bent part and the second bent part. Limiting holes are formed in the first bending part and the second bending part of the steel plate, preformed holes are formed in the side walls of the cross beams, limiting screw rods are in threaded connection with the inner walls of the preformed holes, the two ends of each limiting screw rod penetrate through the corresponding limiting hole, and the technical effects of being higher in safety and not prone to shaking are achieved.
本发明涉及一种悬挑式脚手架中悬挑梁锚固结构和悬挑梁锚固施工方法，特别涉及脚手架的技术领域，包括多个悬挑梁和相邻悬挑梁之间的搭接板，所述悬挑梁固定在横梁上，横梁两端采用预埋在地面的锚固件连接，所述悬挑梁为截面为U字形的钢板底端弯折而成，所述钢板一端朝下弯折成第一弯折部，所述钢板另一端朝上弯折成第二弯折部，所述第二弯折部位于第一弯折部内部，所述横梁卡接于第一弯折部和第二弯折部之间，所述钢板的第一弯折部和第二弯折部上开设有限位孔，所述横梁侧壁均开设预留孔，所述预留孔内壁螺纹连接有限位螺杆，所述限位螺杆两端贯穿限位孔，本发明具有安全性更高，不容易摇晃的技术效果。
Cantilever beam anchoring structure in cantilever type scaffold and cantilever beam anchoring construction method
The invention relates to a cantilever beam anchoring structure in a cantilever scaffold and a cantilever beam anchoring construction method, in particular to the technical field of scaffolds.The cantilever beam anchoring structure comprises a plurality of cantilever beams and lap joint plates between the adjacent cantilever beams, the cantilever beams are fixed to a cross beam, and the two ends of the cross beam are connected through anchoring parts pre-buried in the ground; the cantilever beam is formed by bending the bottom end of a steel plate with the U-shaped section, one end of the steel plate is bent downwards to form a first bent part, the other end of the steel plate is bent upwards to form a second bent part, the second bent part is located in the first bent part, and the cross beam is clamped between the first bent part and the second bent part. Limiting holes are formed in the first bending part and the second bending part of the steel plate, preformed holes are formed in the side walls of the cross beams, limiting screw rods are in threaded connection with the inner walls of the preformed holes, the two ends of each limiting screw rod penetrate through the corresponding limiting hole, and the technical effects of being higher in safety and not prone to shaking are achieved.
本发明涉及一种悬挑式脚手架中悬挑梁锚固结构和悬挑梁锚固施工方法，特别涉及脚手架的技术领域，包括多个悬挑梁和相邻悬挑梁之间的搭接板，所述悬挑梁固定在横梁上，横梁两端采用预埋在地面的锚固件连接，所述悬挑梁为截面为U字形的钢板底端弯折而成，所述钢板一端朝下弯折成第一弯折部，所述钢板另一端朝上弯折成第二弯折部，所述第二弯折部位于第一弯折部内部，所述横梁卡接于第一弯折部和第二弯折部之间，所述钢板的第一弯折部和第二弯折部上开设有限位孔，所述横梁侧壁均开设预留孔，所述预留孔内壁螺纹连接有限位螺杆，所述限位螺杆两端贯穿限位孔，本发明具有安全性更高，不容易摇晃的技术效果。
Cantilever beam anchoring structure in cantilever type scaffold and cantilever beam anchoring construction method
一种悬挑式脚手架中悬挑梁锚固结构和悬挑梁锚固施工方法
YUAN XIAOLU (author) / QIU SHUANG (author) / BAI HAOWEN (author)
2022-03-22
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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