Steel structure gusset connecting structure

Abstract

The utility model discloses a steel structure angle brace connecting structure, including steel column and the H type steel roof beam of connecting on steel column, is provided angle brace between two adjacent H type steel roof beams, and one piece of connecting plate is connected respectively through high -strength bolt both ends of angle brace, and the flange plate of H type steel roof beam is connected through the sliding slot connecting piece and high -strength bolt of the other end of connecting plate, the sliding slot connecting piece includes bottom, two side edges, two short edges that the two side edges respectively are formed to the middle bending, and the flange plate of H type steel roof beam is connected through high -strength bolt with the bottom of sliding slot connecting piece, and there is the clearance for high -strength bolt to pass between the two short edges of sliding slot connecting piece, and the baffle of setting up threaded hole is provided below two short edges, and the end of connecting plate is connected with sliding slot connecting piece through high -strength bolt and baffle. Angle brace is connected through connecting plate, sliding slot connecting piece and the flange plate of high -strength bolt of H type steel roof beam, and the structure of setting sliding slot connecting piece allows the construction error adjustment, and it is convenient for the maintenance replacement of later period, improves installation quality and precision.

Description

Technical Field

[0001] This utility model belongs to the field of steel structure technology, and specifically relates to a steel structure corner brace connection structure. Background Technology

[0002] The market prospects for steel structures are very broad, especially in green building and new urbanization construction. Steel structures have been widely used and promoted due to their advantages such as environmental protection, energy saving, and fast construction speed. Secondly, market demand is constantly increasing. With the acceleration of infrastructure construction and the advancement of urbanization, the demand for steel structures in bridges, building construction, and other fields has increased significantly. In addition, the construction of power systems, such as thermal power plants, nuclear power plants, and wind power generation, will also drive the growth of steel structure demand. Finally, technological innovation and intelligent construction have brought new development opportunities to the steel structure market. With the application of advanced technologies such as BIM and 3D printing, the design, manufacturing, and construction efficiency of steel structure buildings has been greatly improved, further promoting its application in high-end manufacturing and specialized fields.

[0003] The supporting rods installed between steel structure beams and columns, beams and purlins, and columns and purlins are called corner braces, such as... Figure 1 As shown, existing corner brace connection structures are generally connected to beams or columns using high-strength bolts or welding. Welded connections have the following problems: large on-site welding workload, high precision requirements, and long construction period; unclear force transmission path, easily leading to localized stress concentration; and inconvenient later inspection or replacement of welded joints. Corner braces are generally prefabricated in the factory. High-strength bolt connections are prone to problems such as inconvenience in installation or inconsistent tightness due to differences in the manufacturing precision of the mounting holes (conventional high-strength bolt mounting holes are round) and the corner brace, resulting in poor stability and affecting the strength of the steel structure. Summary of the Invention

[0004] To address the aforementioned problems in the existing technology, this utility model provides a steel structure corner brace connection structure.

[0005] The purpose of this utility model is achieved in the following manner: a steel structure corner brace connection structure, including steel columns and H-shaped steel beams connected to the steel columns, corner braces are set between two adjacent H-shaped steel beams, and a connecting plate is connected to each end of the corner brace by high-strength bolts. The other end of the connecting plate is connected to the flange plate of the H-shaped steel beam by a sliding groove connector and high-strength bolts. The sliding groove connector includes a bottom edge, two side edges, and two short sides formed by bending the two side edges towards the middle. The flange plate of the H-shaped steel beam is connected to the bottom edge of the sliding groove connector by high-strength bolts. There is a gap between the two short sides of the sliding groove connector for the high-strength bolts to pass through. A baffle with threaded holes is set below the two short sides. The end of the connecting plate is connected to the sliding groove connector by high-strength bolts and baffles.

[0006] The two short sides of the slide connector are bent downwards to form a bend parallel to the side, and the baffle is located below the bend.

[0007] Anti-slip grooves are provided at the end of the bent part that contacts the baffle.

[0008] The slide rail connector is integrally formed.

[0009] The groove connector is formed by bending a U-shaped steel plate.

[0010] Compared to existing technologies, the corner brace of this utility model connects the flange plates of the H-beam through connecting plates, sliding groove connectors, and high-strength bolts. The high-strength bolt connection replaces part of the welding, reducing on-site work, enabling rapid assembly, and improving installation efficiency. The structure of the sliding groove connector allows for adjustment of construction errors and facilitates later maintenance and replacement, improving installation quality and accuracy. Attached Figure Description

[0011] Figure 1 This is a schematic diagram of an existing beam-column connection brace node.

[0012] Figure 2 This is a schematic diagram of the structure of this utility model. Detailed Implementation

[0013] The present invention will be further described below with reference to the accompanying drawings and specific embodiments. It should be understood that these embodiments are only for illustrating the present invention and are not intended to limit the scope of the present invention. After reading the contents of the present invention, those skilled in the art can make various modifications or alterations to the present invention, and these equivalent forms also fall within the scope defined by the present invention.

[0014] like Figure 2 As shown, a steel structure corner brace connection structure includes a steel column 8 and an H-shaped steel beam 6 connected to the steel column. A corner brace 3 is provided between two adjacent H-shaped steel beams 6. A connecting plate 2 is connected to both ends of the corner brace 3 by high-strength bolts. The other end of the connecting plate 2 is connected to the flange plate of the H-shaped steel beam by a sliding groove connector 1 and high-strength bolts. The sliding groove connector 1 includes a bottom edge 11, two side edges 12, and two short sides 13 formed by bending the two side edges towards the middle. The flange plate of the H-shaped steel beam is connected to the bottom edge 11 of the sliding groove connector by high-strength bolts 4. There is a gap between the two short sides 13 of the sliding groove connector for the high-strength bolts to pass through. A baffle 5 with threaded holes is provided below the two short sides 13. The end of the connecting plate 2 is connected to the sliding groove connector 1 by high-strength bolts 4 and baffle 5.

[0015] The baffle 5 can slide along its length within the sliding groove connector 1, thereby facilitating the connection between the connecting plate 2 and the H-beam, adapting to larger construction errors, and making adjustment easier.

[0016] The flange plate of the H-beam is the lower flange plate of the H-beam. The baffle 5 is preferably made of steel plate or high-strength steel plate. The corner brace 3 is preferably made of angle steel.

[0017] In a further preferred embodiment, the two short sides 13 of the slide connector are bent downwards to form bends 14 parallel to the sides, with the baffle 5 located below the bends 14. In an even more preferred embodiment, anti-slip grooves (not shown in the figure) are provided at the end of the bend 14 that contacts the baffle 5. These anti-slip grooves increase the friction between the bend 14 and the baffle 5, ensuring a secure fixation. Anti-slip grooves are also provided at corresponding positions on the baffle 5 for even better anti-slip performance.

[0018] The slide rail connector 1 is integrally formed. Integral-formed components have high strength and good stability. Furthermore, the slide rail connector 1 is formed by bending a U-shaped steel plate.

[0019] The corner brace of this utility model connects the flange plates of the H-beam through connecting plates, sliding groove connectors, and high-strength bolts. The high-strength bolt connection replaces part of the welding, reducing on-site work, enabling rapid assembly, and improving installation efficiency. The structure of the sliding groove connector allows for adjustment of construction errors and facilitates later maintenance and replacement, improving installation quality and accuracy.

[0020] The above description is only a preferred embodiment of the present utility model. It should be noted that those skilled in the art can make several changes and improvements without departing from the overall concept of the present utility model, and these should also be considered within the protection scope of the present utility model.

Claims

1. A steel structure corner bracing connection structure, comprising a steel column (8) and an H-beam (6) connected to the steel column, wherein corner bracing (3) is provided between two adjacent H-beams (6), and a connecting plate (2) is connected to both ends of the corner bracing (3) by high-strength bolts, characterized in that: The other end of the connecting plate (2) is connected to the flange plate of the H-beam through the sliding groove connector (1) and high-strength bolts. The sliding groove connector (1) includes a bottom edge (11), two side edges (12), and two short edges (13) formed by bending the two side edges towards the middle. The flange plate of the H-beam is connected to the bottom edge (11) of the sliding groove connector through high-strength bolts (4). There is a gap between the two short edges (13) of the sliding groove connector for the high-strength bolts to pass through. A baffle (5) with threaded holes is provided below the two short edges (13). The end of the connecting plate (2) is connected to the sliding groove connector (1) through high-strength bolts (4) and baffle (5).

2. The steel structure corner brace connection structure according to claim 1, characterized in that: The two short sides (13) of the slide connector are bent downwards to form a bent part (14) parallel to the side, and the baffle (5) is located below the bent part (14).

3. The steel structure corner brace connection structure according to claim 2, characterized in that: Anti-slip grooves are provided at the end of the bent part (14) that contacts the baffle (5).

4. The steel structure corner brace connection structure according to claim 2, characterized in that: The groove connector (1) is integrally formed.

5. The steel structure corner brace connection structure according to claim 2, characterized in that: The groove connector (1) is formed by bending a U-shaped steel plate.

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