Anti-seismic building beam-column connecting structure

By combining the limiting plate and the limiting groove, and fixing it by rotating, tilting and squeezing the threaded column, the seismic problem of beam-column connection nodes in prefabricated steel structure buildings is solved, achieving multi-point support and stability.

CN224478556UActive Publication Date: 2026-07-10HUBEI IND CONSTR GRP

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
HUBEI IND CONSTR GRP
Filing Date
2025-07-25
Publication Date
2026-07-10

AI Technical Summary

Technical Problem

In existing prefabricated steel structure buildings, beam-column connection nodes lack seismic resistance and are prone to stress concentration and breakage during vibration. Existing damping and reinforcement devices cannot provide multi-directional support and fixation, making them inconvenient to use.

Method used

The upper and lower limit support is achieved by using a limit plate and a limit groove. The secondary limit and left and right fixation of the support base and the I-beam are achieved by the limit bolt. The threaded column drives the rotating base to rotate and tilt to compress and fix it, providing multi-point support.

Benefits of technology

It effectively improves the stability of beam-column connections, reduces deformation and displacement during vibration, and ensures the stability of connection points.

✦ Generated by Eureka AI based on patent content.

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Abstract

This utility model provides a seismic-resistant beam-column connection structure, including a column, a fixed seat movably mounted on the column, a fixed plate welded to the fixed seat, the fixed plate being mounted on the column by fixed bolts, a fixed plate fixed to the fixed seat, a fixed tube fixed to the fixed plate, a threaded tube rotatably mounted at one end of the fixed tube, a threaded post rotatably mounted inside the threaded tube, a connecting lug welded to one end of the threaded post, fixed lugs movably mounted between the connecting lugs, and a support seat welded to the fixed seat. In use, this utility model provides upper and lower limit support by the cooperation of the limiting plate and the limiting groove. The triangular limiting plate contacts the limiting groove, increasing its load-bearing capacity. The limiting bolts achieve secondary limiting and lateral fixation of the support seat and the I-beam.
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Description

Technical Field

[0001] This utility model relates to the field of building beam and column equipment, specifically a seismic-resistant building beam and column connection structure. Background Technology

[0002] Building beams and columns are the core area of ​​a building's load-bearing structure. The weight of the entire floor is concentrated on the beams and columns, so the stability of the beam-column connection is crucial. Currently, the reinforcement scheme for beams and columns is to improve the shear bearing capacity of the beam-column joint in the spatial frame by reinforcing the outer beam and column ends of the beam-column joint. In prefabricated steel structure buildings, since the beams and columns all use steel frames as support units, the beam-column connection joint lacks seismic resistance. When subjected to vibration, the connection is prone to stress concentration and breakage.

[0003] According to patent document CN113216680B, a vibration damping and reinforcement device for the connection between a building beam and column includes a column and a beam frame. The device further includes a connecting base, one end of which is fixedly mounted to the outer wall of the column, and the other end facing the beam frame, for assembling and connecting the beam frame. A limiting cavity is disposed on the side of the connecting base facing the beam frame and is clearance-fitted with the beam frame to limit the range of motion of the beam frame at the connection. In use, this technical solution, through the limiting cavity and linkage mechanism between the column and beam frame, can maintain the structural stability of the beam and column while allowing a gap at the connection. When external vibrations occur, this improves the overall seismic resistance of the beam and column and reduces the possibility of stress cracking at the connection. However, while this solution reduces cracking at the connection, it cannot provide multi-directional support and fixation at the connection, which is inconvenient in use. Utility Model Content

[0004] To address the shortcomings of existing technologies, the purpose of this utility model is to provide a seismic-resistant beam-column connection structure for buildings, thereby solving the problems mentioned in the background. This utility model has a novel structure. In use, the limiting plate and the limiting groove cooperate to achieve upper and lower limiting support. The triangular limiting plate contacts the limiting groove to increase its bearing capacity. The limiting bolts achieve secondary limiting and left and right fixation of the support base and the I-beam.

[0005] To achieve the above objectives, this utility model provides the following technical solution: a seismic-resistant building beam-column connection structure, comprising a column, a fixed seat movably mounted on the column, a fixed plate welded to the fixed seat, the fixed plate being mounted on the column by fixed bolts, a fixed disc fixed on the fixed seat, a fixed tube fixed on the fixed disc, a threaded tube rotatably mounted at one end of the fixed tube, a threaded column rotatably mounted inside the threaded tube, a connecting lug welded to one end of the threaded column, fixed lugs movably mounted between the connecting lugs, and a support seat welded to the fixed seat.

[0006] Furthermore, an I-beam is movably installed inside the support base, and a support plate is welded inside the support base, with the support plate movably installed between the I-beams.

[0007] Furthermore, limit bolts are fixedly installed between the support plate, the I-beam, and the support base, and a fixing frame is movably installed on the I-beam.

[0008] Furthermore, a support block is welded onto the fixed frame, and a rotating seat is movably installed between the support blocks, with the rotating seat fixed to one end of the fixed lug.

[0009] Furthermore, a limiting block is welded onto the fixed frame, the limiting block is movably installed between the I-beams, and the rotating seat is installed on the support block via a rotating column.

[0010] Furthermore, a rotating seat is welded to the bottom of the fixed lug, and a swing seat is welded to the bottom of the rotating seat. The swing seat moves to contact the top of the I-beam.

[0011] Furthermore, a limiting plate is fixed inside the support base, and a limiting groove is opened at one end of the I-beam, with the limiting groove being movably mounted on the limiting plate.

[0012] Furthermore, one end of the threaded tube is mounted inside the fixed tube via a bearing seat, and the threaded column is movably mounted inside the fixed tube.

[0013] The beneficial effects of this utility model are:

[0014] In this utility model, the limiting plate and the limiting groove cooperate to achieve upper and lower limiting support during use. The triangular limiting plate contacts the limiting groove to increase its bearing capacity. The limiting bolts realize the secondary limiting and left and right fixation of the support base and the I-beam.

[0015] In this invention, the threaded column and the fixed frame cooperate to provide support for the I-beam. While providing support, the threaded column drives the rotating seat to rotate and tilt. As the rotating seat tilts, the swing seat tilts to press the I-beam, thereby achieving compression and fixation between the fixed frame and the I-beam.

[0016] This utility model provides multi-point support for the I-beam through a support base, a limiting plate, and a fixing frame, while simultaneously reinforcing it. By reinforcing the connection points, it effectively prevents breakage caused by vibration and ensures the stability of the connection points. Attached Figure Description

[0017] Figure 1 This is a structural schematic diagram of a seismic-resistant building beam-column connection structure according to the present invention;

[0018] Figure 2 This is a structural schematic diagram of a support base for a seismic-resistant building beam-column connection structure according to this utility model;

[0019] Figure 3 This is a structural schematic diagram of a support plate for a seismic-resistant building beam-column connection structure according to this utility model;

[0020] Figure 4 This is a side sectional view of the support base of a seismic-resistant building beam-column connection structure according to this utility model.

[0021] Figure 5 This is a schematic diagram of the tilted structure of the swing seat of the earthquake-resistant building beam-column connection structure of this utility model;

[0022] In the diagram: 1. Column; 2. Fixing base; 3. Fixing plate; 4. Fixing bolt; 5. Fixing disc; 6. Fixing pipe; 7. Threaded pipe; 8. Threaded column; 9. Connecting lug; 10. Fixing lug; 11. Rotating seat; 12. Fixing frame; 13. Swinging seat; 14. I-beam; 15. Support base; 16. Limiting bolt; 17. Support plate; 18. Limiting plate; 19. Limiting groove. Detailed Implementation

[0023] To make the technical means, creative features, objectives and effects of this utility model easier to understand, the present utility model will be further described below in conjunction with specific embodiments.

[0024] Please see Figures 1 to 5This utility model provides a technical solution: a seismic-resistant building beam-column connection structure, including a column 1, a fixed seat 2 movably mounted on the column 1, a fixed plate 3 welded to the fixed seat 2, the fixed plate 3 being mounted on the column 1 by fixed bolts 4, a fixed plate 5 fixed on the fixed seat 2, a fixed pipe 6 fixed on the fixed plate 5, a threaded pipe 7 rotatably mounted on one end of the fixed pipe 6, a threaded column 8 rotatably mounted inside the threaded pipe 7, a connecting lug 9 welded to one end of the threaded column 8, a fixed lug 10 movably mounted between the connecting lugs 9, a support seat 15 welded to the fixed seat 2, an I-beam 14 movably mounted inside the support seat 15, a support plate 17 welded inside the support seat 15, the support plate 17 movably mounted between the I-beams 14, the support plate 17 being snapped onto the I-beams 14, and the support plate 17 and the support seat 15 cooperating to provide double-point limiting support for the I-beams 14.

[0025] In this embodiment, a limiting bolt 16 is fixedly installed between the support plate 17, the I-beam 14, and the support base 15. A fixing frame 12 is movably installed on the I-beam 14, and a support block is welded onto the fixing frame 12. A rotating seat 11 is movably installed between the support blocks. The rotating seat 11 is fixed to one end of the fixing lug 10. A limiting block is welded onto the fixing frame 12. The limiting block is movably installed between the I-beams 14. The rotating seat 11 is installed on the support block through a rotating column. After the fixing frame 12 is slidably installed on the I-beam 14, it cooperates with the support base 15 to provide three-point tensile support for the I-beam 14 at different positions.

[0026] In this embodiment, a rotating seat 11 is welded to the bottom of the fixed hanging ear 10, and a swing seat 13 is welded to the bottom of the rotating seat 11. The swing seat 13 is movably in contact with the top of the I-beam 14. A limiting plate 18 is fixed inside the support seat 15. A limiting groove 19 is opened at one end of the I-beam 14. The limiting groove 19 is movably installed on the limiting plate 18. One end of the threaded tube 7 is installed inside the fixed tube 6 through a bearing seat. The threaded column 8 is movably installed inside the fixed tube 6. When the threaded tube 7 rotates, the threaded column 8 rotates and moves. The rotational displacement of the threaded column 8 causes the rotating seat 11 to tilt. When the rotating seat 11 tilts, the swing seat 13 completes the compression and fixation of the I-beam 14.

[0027] In use, the device slides the fixing base 1 onto the column 1. The fixing plate 3 and fixing base 2 are then fixed in place using fixing bolts 4 according to the height of the installation point. After the fixing base 2 is fixed onto the column 1, the I-beam 14 is installed. Before installation, one end of the I-beam 14 slides through the fixing frame 12. After passing through the fixing frame 12, one end of the I-beam 14 is installed inside the support base 15. After the I-beam 14 is installed inside the support base 15, the limiting bolts 16 are installed on the support base 15 via the support plate 17 and the I-beam 14, providing initial positioning and fixing for the I-beam 14. The rear limiting plate 18 and the limiting groove 19 installed inside the support base 15 contact each other to achieve secondary limiting support. The triangular limiting plate 18 and the limiting groove 19 cooperate to effectively increase the load-bearing capacity between them and effectively reduce deformation and displacement. By rotating the threaded tube 7, the rotation of the threaded tube 7 drives one end of the threaded column 8 to move into the fixed tube 6. When the threaded column 8 moves, the connecting lug 9 drives the fixed lug 10 to move. The fixed lug 10 drives the rotating seat 11 to tilt under the movement. The tilting of the rotating seat 11 drives the swing seat 13 to tilt and press and fix the top of the I-beam 14, thereby completing the pressing and fixing according to the thickness of the I-beam 14.

[0028] The foregoing has shown and described the basic principles, main features, and advantages of this utility model. It will be apparent to those skilled in the art that this utility model is not limited to the details of the exemplary embodiments described above, and that it can be implemented in other specific forms without departing from the spirit or basic characteristics of this utility model. Therefore, the embodiments should be considered exemplary and non-limiting in all respects. The scope of this utility model is defined by the appended claims rather than the foregoing description, and thus all variations falling within the meaning and scope of equivalents of the claims are intended to be included within this utility model. No reference numerals in the claims should be construed as limiting the scope of the claims.

[0029] Furthermore, it should be understood that although this specification describes embodiments, not every embodiment contains only one independent technical solution. This narrative style is merely for clarity. Those skilled in the art should consider the specification as a whole, and the technical solutions in each embodiment can also be appropriately combined to form other embodiments that can be understood by those skilled in the art.

Claims

1. A seismic-resistant building beam-column connection structure, comprising columns (1), characterized in that: A fixed seat (2) is movably installed on the column (1). A fixed plate (3) is welded on the fixed seat (2). The fixed plate (3) is installed on the column (1) by a fixing bolt (4). A fixed plate (5) is fixed on the fixed seat (2). A fixed tube (6) is fixed on the fixed plate (5). A threaded tube (7) is rotatably installed at one end of the fixed tube (6). A threaded column (8) is rotatably installed inside the threaded tube (7). A connecting lug (9) is welded to one end of the threaded column (8). A fixed lug (10) is movably installed between the connecting lugs (9). A support seat (15) is welded on the fixed seat (2).

2. The earthquake-resistant beam-column connection structure according to claim 1, characterized in that: The support base (15) has an I-beam (14) movably installed inside, and a support plate (17) is welded inside the support base (15). The support plate (17) is movably installed between the I-beams (14).

3. The earthquake-resistant beam-column connection structure according to claim 2, characterized in that: Limit bolts (16) are fixedly installed between the support plate (17), the I-beam (14) and the support base (15), and a fixing frame (12) is movably installed on the I-beam (14).

4. The earthquake-resistant beam-column connection structure according to claim 3, characterized in that: Support blocks are welded onto the fixed frame (12), and a rotating seat (11) is movably installed between the support blocks. The rotating seat (11) is fixed to one end of the fixed hanging ear (10).

5. The earthquake-resistant beam-column connection structure according to claim 4, characterized in that: The fixed frame (12) is welded with a limiting block, which is movably installed between the I-beams (14). The rotating seat (11) is installed on the support block through a rotating column.

6. The earthquake-resistant beam-column connection structure according to claim 1, characterized in that: The bottom of the fixed lug (10) is welded with a rotating seat (11), and the bottom of the rotating seat (11) is welded with a swing seat (13). The swing seat (13) moves to contact the top of the I-beam (14).

7. The earthquake-resistant beam-column connection structure according to claim 6, characterized in that: The support base (15) has a fixed limiting plate (18) inside, and one end of the I-beam (14) has a limiting groove (19) which is movably installed on the limiting plate (18).

8. The earthquake-resistant beam-column connection structure according to claim 1, characterized in that: One end of the threaded tube (7) is installed inside the fixed tube (6) through a bearing seat, and the threaded column (8) is movably installed inside the fixed tube (6).