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Disc buckle frame screw hanging type girder formwork joist structure and construction method thereof
The invention discloses a plate buckle frame screw hanging type girder formwork joist structure and a construction method thereof.The plate buckle frame screw hanging type girder formwork joist structure comprises a vertical rod, connecting discs, positioning base plates, screws, arc-shaped cross arms and a double-groove joist, the multiple connecting discs are evenly arranged on the vertical rod, the positioning base plates are arranged on the inner sides of the upper portions of the connecting discs, and the upper ends of the screws sequentially penetrate through the connecting discs and the positioning base plates; the lower end of the screw vertically penetrates through the arc-shaped cross arms and is limited by the nuts, the double-groove joist is arranged between the two vertical rods, the two ends of the double-groove joist are fixed to the corresponding arc-shaped cross arms respectively, and the height of the double-groove joist can be adjusted by adjusting the positions of the arc-shaped cross arms on the screw. The vacant bolt holes are formed in the beam inner side connecting disc, eight bolt holes of the beam bottom connecting disc are not occupied, longitudinal and transverse connection of a beam bottom horizontal rod and a vertical inclined rod is guaranteed, passing of a horizontal diagonal bridging at the position of the beam bottom connecting disc is not occupied either, and the integrity and safety of the support are guaranteed.
本发明公开了一种盘扣架螺杆吊挂式大梁模板托梁结构及其施工方法,包括立杆、连接盘、定位垫板、螺杆、弧形横担和双槽托梁,立杆上均匀设有多个连接盘,定位垫板设于连接盘上方内侧,螺杆的上端依次穿过连接盘和定位垫板,并采用螺母进行限位,实现螺杆的吊挂,螺杆的下端垂直穿过弧形横担,并采用螺母进行限位,双槽托梁设于两根立杆之间,两端分别固定在对应的弧形横担上,通过调节弧形横担在螺杆的位置,从而可以调节双槽托梁所在的高度。本发明梁内侧连接盘空置插销孔,不占用梁底连接盘八个插销孔,保证梁底水平杆、竖向斜杆纵横向连接,也不占用梁底连接盘位置水平剪刀撑的通过,保证了支架整体性和安全性。
Disc buckle frame screw hanging type girder formwork joist structure and construction method thereof
The invention discloses a plate buckle frame screw hanging type girder formwork joist structure and a construction method thereof.The plate buckle frame screw hanging type girder formwork joist structure comprises a vertical rod, connecting discs, positioning base plates, screws, arc-shaped cross arms and a double-groove joist, the multiple connecting discs are evenly arranged on the vertical rod, the positioning base plates are arranged on the inner sides of the upper portions of the connecting discs, and the upper ends of the screws sequentially penetrate through the connecting discs and the positioning base plates; the lower end of the screw vertically penetrates through the arc-shaped cross arms and is limited by the nuts, the double-groove joist is arranged between the two vertical rods, the two ends of the double-groove joist are fixed to the corresponding arc-shaped cross arms respectively, and the height of the double-groove joist can be adjusted by adjusting the positions of the arc-shaped cross arms on the screw. The vacant bolt holes are formed in the beam inner side connecting disc, eight bolt holes of the beam bottom connecting disc are not occupied, longitudinal and transverse connection of a beam bottom horizontal rod and a vertical inclined rod is guaranteed, passing of a horizontal diagonal bridging at the position of the beam bottom connecting disc is not occupied either, and the integrity and safety of the support are guaranteed.
本发明公开了一种盘扣架螺杆吊挂式大梁模板托梁结构及其施工方法,包括立杆、连接盘、定位垫板、螺杆、弧形横担和双槽托梁,立杆上均匀设有多个连接盘,定位垫板设于连接盘上方内侧,螺杆的上端依次穿过连接盘和定位垫板,并采用螺母进行限位,实现螺杆的吊挂,螺杆的下端垂直穿过弧形横担,并采用螺母进行限位,双槽托梁设于两根立杆之间,两端分别固定在对应的弧形横担上,通过调节弧形横担在螺杆的位置,从而可以调节双槽托梁所在的高度。本发明梁内侧连接盘空置插销孔,不占用梁底连接盘八个插销孔,保证梁底水平杆、竖向斜杆纵横向连接,也不占用梁底连接盘位置水平剪刀撑的通过,保证了支架整体性和安全性。
Disc buckle frame screw hanging type girder formwork joist structure and construction method thereof
一种盘扣架螺杆吊挂式大梁模板托梁结构及其施工方法
DING CANGBIN (Autor:in) / YE JUN (Autor:in) / WU XIAOQIN (Autor:in) / SHENTU ZHUOGANG (Autor:in) / CHEN LONGFANG (Autor:in) / WANG LONG (Autor:in)
18.06.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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