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Cantilever supporting frame of double-layer steel structure cantilever formwork platform and construction method of cantilever supporting frame
The invention relates to the technical field of building components, and discloses a double-layer steel structure overhanging formwork platform overhanging supporting frame and a construction method thereof.The double-layer steel structure overhanging formwork platform overhanging supporting frame comprises a wall body and an overhanging steel main beam, and the overhanging steel main beam is of an I-shaped design and is fixedly installed on the surface of one side of the wall body through bolts. According to the overhanging supporting frame of the double-layer steel structure overhanging formwork platform and the construction method of the overhanging supporting frame, the overhanging steel main beam, the lower threaded rod and the first buckling block are arranged, the overhanging steel main beam is fixedly installed on one side of a wall through bolts, and at the moment, the second buckling block and the first buckling block can be clamped to the bottom end of the overhanging steel main beam in a sliding mode; the first locking bolt penetrates through the top end of the inclined supporting rod and the bottom end of the first buckling block to be tightly attached to the lower surface of the cantilever steel main beam, so that the inclined supporting rod is fixedly connected with the first buckling block, and meanwhile the first buckling block can be fixed to the bottom end of the cantilever steel main beam through the first locking bolt; and the inclined support rods support the cantilever steel main beam.
本发明涉及建筑构件技术领域,且公开了双层钢构悬挑支模平台悬挑支撑架及其施工方法,包括墙体和悬挑钢主梁,所述悬挑钢主梁为工字型设计,所述悬挑钢主梁通过螺栓固定安装在墙体的一侧表面。该双层钢构悬挑支模平台悬挑支撑架及其施工方法,通过设置有悬挑钢主梁、下螺纹杆、第一扣块,通过利用螺栓将悬挑钢主梁固定安装在墙体的一侧,此时可将第二扣块和第一扣块滑动卡接在悬挑钢主梁的底端,利用第一锁紧螺栓贯穿斜支撑杆的顶端和第一扣块的底端与悬挑钢主梁的下表面紧密贴合,使得斜支撑杆与第一扣块固定连接的同时还可以通过第一锁紧螺栓将第一扣块的位置固定在悬挑钢主梁的底端,且斜支撑杆对悬挑钢主梁支撑的同时。
Cantilever supporting frame of double-layer steel structure cantilever formwork platform and construction method of cantilever supporting frame
The invention relates to the technical field of building components, and discloses a double-layer steel structure overhanging formwork platform overhanging supporting frame and a construction method thereof.The double-layer steel structure overhanging formwork platform overhanging supporting frame comprises a wall body and an overhanging steel main beam, and the overhanging steel main beam is of an I-shaped design and is fixedly installed on the surface of one side of the wall body through bolts. According to the overhanging supporting frame of the double-layer steel structure overhanging formwork platform and the construction method of the overhanging supporting frame, the overhanging steel main beam, the lower threaded rod and the first buckling block are arranged, the overhanging steel main beam is fixedly installed on one side of a wall through bolts, and at the moment, the second buckling block and the first buckling block can be clamped to the bottom end of the overhanging steel main beam in a sliding mode; the first locking bolt penetrates through the top end of the inclined supporting rod and the bottom end of the first buckling block to be tightly attached to the lower surface of the cantilever steel main beam, so that the inclined supporting rod is fixedly connected with the first buckling block, and meanwhile the first buckling block can be fixed to the bottom end of the cantilever steel main beam through the first locking bolt; and the inclined support rods support the cantilever steel main beam.
本发明涉及建筑构件技术领域,且公开了双层钢构悬挑支模平台悬挑支撑架及其施工方法,包括墙体和悬挑钢主梁,所述悬挑钢主梁为工字型设计,所述悬挑钢主梁通过螺栓固定安装在墙体的一侧表面。该双层钢构悬挑支模平台悬挑支撑架及其施工方法,通过设置有悬挑钢主梁、下螺纹杆、第一扣块,通过利用螺栓将悬挑钢主梁固定安装在墙体的一侧,此时可将第二扣块和第一扣块滑动卡接在悬挑钢主梁的底端,利用第一锁紧螺栓贯穿斜支撑杆的顶端和第一扣块的底端与悬挑钢主梁的下表面紧密贴合,使得斜支撑杆与第一扣块固定连接的同时还可以通过第一锁紧螺栓将第一扣块的位置固定在悬挑钢主梁的底端,且斜支撑杆对悬挑钢主梁支撑的同时。
Cantilever supporting frame of double-layer steel structure cantilever formwork platform and construction method of cantilever supporting frame
双层钢构悬挑支模平台悬挑支撑架及其施工方法
CUI WEI (author) / JIANG SHENG (author) / JIANG LIN (author) / JI PENGFEI (author) / XU DI (author) / MAO XIAOBING (author) / SHAO JUN (author) / SUN YONG (author) / XU GUANGSHU (author)
2022-10-11
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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