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A platform for research: civil engineering, architecture and urbanism
Connecting joint of truss type supporting frame and steel beam and construction method
The invention discloses a connecting joint of a truss type supporting frame and a steel beam and a construction method.The connecting joint comprises the steel beam, the truss type supporting frame and an end connecting piece, the end connecting piece is fixedly connected with a web of the steel beam, and the end of an upper chord of the truss type supporting frame is connected with the end connecting piece; the end connecting piece comprises an end plate, a pressure bearing plate, a side plate, a pressure bearing piece and an adjusting piece, the pressure bearing plate and the side plate are vertically arranged, the cross section of the pressure bearing plate and the cross section of the side plate are in an L shape or a T shape, the pressure bearing piece is arranged on the pressure bearing plate, and through holes penetrating through the pressure bearing piece and the pressure bearing plate vertically are formed in the pressure bearing piece and the pressure bearing plate; the adjusting piece comprises an adjusting bolt and a supporting plate, the end of the upper chord of the truss type supporting frame is placed on the supporting plate, and the height of the supporting plate can be vertically adjusted by screwing the adjusting bolt so as to drive the adjustment of the vertical height of the end of the upper chord of the truss type supporting frame. The device is simple in structure and easy to install and operate, stress models of the structure are all in a pressure state in the whole process, and the possibility of safety accidents is reduced.
本发明公开了一种桁架式支撑架与钢梁的连接节点及施工方法，包括钢梁、桁架式支撑架和端部连接件，端部连接件与钢梁的腹板固定连接，桁架式支撑架的上弦杆的端部与端部连接件连接，端部连接件包括端板、承压板、侧板、承压件和调节件，承压板和侧板呈垂直布置，截面形状呈“L”形或“T”形，承压件设置在承压板上，承压件和承压板上设有上下贯通承压件和承压板的通孔；调节件包括调节螺栓和托板，桁架式支撑架的上弦杆的端部放置在托板上，拧动调节螺栓可以在竖向调节托板的高度从而带动调节桁架式支撑架的上弦杆端部的竖向高度。本发明的结构简单，安装操作简单，并且在整个过程中结构的受力模型均处于压力状态，降低了安全事故发生的可能性。
Connecting joint of truss type supporting frame and steel beam and construction method
The invention discloses a connecting joint of a truss type supporting frame and a steel beam and a construction method.The connecting joint comprises the steel beam, the truss type supporting frame and an end connecting piece, the end connecting piece is fixedly connected with a web of the steel beam, and the end of an upper chord of the truss type supporting frame is connected with the end connecting piece; the end connecting piece comprises an end plate, a pressure bearing plate, a side plate, a pressure bearing piece and an adjusting piece, the pressure bearing plate and the side plate are vertically arranged, the cross section of the pressure bearing plate and the cross section of the side plate are in an L shape or a T shape, the pressure bearing piece is arranged on the pressure bearing plate, and through holes penetrating through the pressure bearing piece and the pressure bearing plate vertically are formed in the pressure bearing piece and the pressure bearing plate; the adjusting piece comprises an adjusting bolt and a supporting plate, the end of the upper chord of the truss type supporting frame is placed on the supporting plate, and the height of the supporting plate can be vertically adjusted by screwing the adjusting bolt so as to drive the adjustment of the vertical height of the end of the upper chord of the truss type supporting frame. The device is simple in structure and easy to install and operate, stress models of the structure are all in a pressure state in the whole process, and the possibility of safety accidents is reduced.
本发明公开了一种桁架式支撑架与钢梁的连接节点及施工方法，包括钢梁、桁架式支撑架和端部连接件，端部连接件与钢梁的腹板固定连接，桁架式支撑架的上弦杆的端部与端部连接件连接，端部连接件包括端板、承压板、侧板、承压件和调节件，承压板和侧板呈垂直布置，截面形状呈“L”形或“T”形，承压件设置在承压板上，承压件和承压板上设有上下贯通承压件和承压板的通孔；调节件包括调节螺栓和托板，桁架式支撑架的上弦杆的端部放置在托板上，拧动调节螺栓可以在竖向调节托板的高度从而带动调节桁架式支撑架的上弦杆端部的竖向高度。本发明的结构简单，安装操作简单，并且在整个过程中结构的受力模型均处于压力状态，降低了安全事故发生的可能性。
Connecting joint of truss type supporting frame and steel beam and construction method
一种桁架式支撑架与钢梁的连接节点及施工方法
LI BENYUE (author) / XU QUANBIAO (author)
2024-04-30
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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