Steel structure beam-column joint reinforcing structure
By using bolted connections and positioning fixing components to enhance the tightness of steel structure beam-column joints, the problem of weld joint defects caused by welding connections is solved, the quality and load-bearing capacity of structural components are improved, and later maintenance is facilitated.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- JIANGSU ROCK BASE UNDERGROUND ENG CO LTD
- Filing Date
- 2025-06-27
- Publication Date
- 2026-07-14
AI Technical Summary
Welded connections at existing steel structure beam-column joints are prone to altering the microstructure and properties of the welded joints. Improper control can affect the quality of structural components, causing defects in the weld and heat-affected zone, and reducing the structural load-bearing capacity.
The reinforcement structure uses bolted connections. It is fixed to the beam-column joints by components such as support plates, vertical fixing plates, horizontal fixing plates, reinforcing plates, and diagonal bracing plates, which enhances the tightness of the connection. It is also fixed by positioning pins and positioning columns to ensure that the threaded holes are aligned and prevent loosening.
It improves the tightness of beam-column joint connections, prevents welding defects, ensures the quality and load-bearing capacity of structural components, and facilitates later maintenance and disassembly.
Smart Images

Figure CN224495428U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of steel structure beams and columns, specifically a steel structure beam and column joint reinforcement structure. Background Technology
[0002] Steel structures are widely used in modern architecture due to their high strength, lightweight, and fast construction speed. As the core force-transmitting component of a steel structure, the beam-column joint directly affects the stability and safety of the overall structure.
[0003] According to the existing technology, among the connection methods of steel structure beam-column joints, rigid connection is the most common and has high rotational stiffness. Welding is mainly used for connection. In real life, the failure of steel structures is basically brittle failure, that is, the failure of beam-column joints or column base welds. Welding often leads to changes in the microstructure and properties of welded joints. If not properly controlled, it will seriously affect the quality of structural components. Welds and heat-affected zones can produce a variety of defects due to improper processes or operations, which will reduce the load-bearing capacity of the structure.
[0004] Therefore, those skilled in the art provide a steel beam-column joint reinforcement structure to solve the problems mentioned in the background art. Utility Model Content
[0005] 1. Technical problems to be solved
[0006] To address the shortcomings of existing technologies, this application provides a steel structure beam-column joint reinforcement structure, which solves the problems that rigid welding connections can lead to changes in the microstructure and properties of welded joints, which can seriously affect the quality of structural components if not properly controlled, and that welds and heat-affected zones can develop various defects due to improper processes or operations, thus reducing the load-bearing capacity of the structure.
[0007] 2. Technical Solution
[0008] To achieve the above objectives, this utility model provides the following technical solution:
[0009] A steel structure beam-column joint reinforcement structure includes a vertical column and a horizontal beam. The horizontal beam is located on the side of the vertical column. A support plate is provided on one side of the vertical column. Threaded holes are opened on one side of the vertical column and inside the support plate, and bolts are threadedly connected to them. The support plate is fixedly connected to the vertical column by bolts and threads. Horizontal fixing plates are provided on both the upper and lower sides of the horizontal beam. A vertical fixing plate is fixedly connected to one end of the horizontal fixing plate. A reinforcing plate is provided on the side of the horizontal fixing plate away from the horizontal beam. Threaded holes are opened inside the reinforcing plate and inside the horizontal fixing plate, and bolts are threadedly connected to them. The reinforcing plate is fixedly connected to the horizontal fixing plate by bolts through threaded holes. A diagonal brace is provided at the bottom of the horizontal beam. A first side plate is provided on both sides of the horizontal beam. A second side plate is fixedly connected to one end of the first side plate.
[0010] The above technical solution allows the reinforcing mechanism to be fixed with bolts during use, and the vertical column and horizontal beam can be fixed in multiple directions, increasing the connection between the vertical column and the horizontal beam and further enhancing the tightness of the connection. This solves the problem that rigid welding connections can lead to changes in the structure and properties of the weld joint, which can seriously affect the quality of the structural components if not properly controlled. Furthermore, improper processes or operations can cause various defects in the weld and heat-affected zone, reducing the load-bearing capacity of the structure.
[0011] Furthermore, four second positioning pins are fixedly connected to one side of the vertical column, and the support plate has through holes that are adapted to the second positioning pins.
[0012] Through the above technical solution, the second positioning pin can position and support the support plate, facilitating the fixing of the support plate.
[0013] Furthermore, the horizontal fixing plate and the vertical fixing plate are an integrated structure. The interior of the horizontal fixing plate and the side of the crossbeam are provided with threaded holes and bolts are threadedly connected to them. The horizontal fixing plate is fixedly connected to the crossbeam through the threaded holes and bolts. The interior of the vertical fixing plate and the interior of the support plate are provided with threaded holes and bolts are threadedly connected to them. The vertical fixing plate is fixedly connected to the support plate through the threads and bolts.
[0014] The above technical solution uses bolts to fix the horizontal and vertical fixing plates to the support plate, which not only ensures the connection of the crossbeam, but also facilitates the future maintenance and disassembly of the crossbeam.
[0015] Furthermore, a first positioning pin is fixedly connected to the top of the crossbeam, and through holes adapted to the first positioning pin are opened inside one of the horizontal fixing plates and one of the reinforcing plates.
[0016] Through the above technical solution, the first positioning pin can limit and support the reinforcing plate, and the reinforcing plate can enhance the strength of the horizontal fixing plate and increase the support of the horizontal fixing plate for the crossbeam.
[0017] Furthermore, a first positioning plate and a second positioning plate are fixedly connected to both ends of the diagonal brace plate, respectively. Threaded holes are opened inside the first positioning plate, the second positioning plate, the reinforcing plate, and the support plate, and bolts are threadedly connected to them. The first positioning plate is fixedly connected to the reinforcing plate by threads and bolts, and the second positioning plate is fixedly connected to the support plate by threads and bolts.
[0018] Through the above technical solution, the diagonal bracing plate can form a triangle between the vertical column and the horizontal beam, thereby providing support for the horizontal beam at another angle and increasing the connection between the horizontal beam and the vertical column.
[0019] Furthermore, a third positioning pin and a fourth positioning pin are fixedly connected to the side of the support plate, and a through hole adapted to the third positioning pin is opened inside the second positioning plate, and a through hole adapted to the fourth positioning pin is opened inside one of the vertical fixing plates.
[0020] Through the above technical solution, the third positioning pin can provide limiting support for the second positioning plate, thereby determining the position of the diagonal brace plate.
[0021] Furthermore, through holes are provided inside the first side plate and the crossbeam. A reinforcing bolt is provided in the through hole of the crossbeam. A reinforcing nut is threaded to the outside of the reinforcing bolt. Threaded holes are provided inside the second side plate and the support plate. The second side plate is fixedly connected to the support plate by threads and bolts.
[0022] Through the above technical solution, the reinforcing bolts and reinforcing nuts can fix the second side plate to the crossbeam, and during fixing, the two second side plates are connected synchronously, thereby providing support to the crossbeam in another direction.
[0023] Furthermore, positioning posts are fixedly connected to both sides of the crossbeam, and through holes adapted to the positioning posts are opened inside the first side plate.
[0024] Through the above technical solution, the positioning column can determine the position of the second side plate, avoiding deviation in the position of the second side plate when fixing it, which would affect the support effect and installation efficiency.
[0025] 3. Beneficial effects
[0026] This utility model provides a steel structure beam-column joint reinforcement structure. It has the following beneficial effects:
[0027] 1. This utility model provides a steel structure beam-column joint reinforcement structure. By setting up a support plate, a vertical fixing plate, a horizontal fixing plate, a reinforcing plate, a diagonal brace plate, a first side plate, and a second side plate, the device can be fixed to the reinforcement mechanism with bolts during use. During fixing, the vertical column and the horizontal beam can be fixed in multiple directions, increasing the connection between the vertical column and the horizontal beam, and further enhancing the tightness of the connection between the two. This solves the problem that rigid welding connections will lead to changes in the structure and properties of the weld joint. If not properly controlled, this will seriously affect the quality of the structural components. Furthermore, improper processes or operations can cause various defects in the weld and heat-affected zone, reducing the load-bearing capacity of the structure.
[0028] 2. This utility model provides a steel structure beam-column joint reinforcement structure. By setting a first positioning pin, a second positioning pin, a third positioning pin, and a positioning column, the device can limit and fix the structure in advance before installation. This not only provides secondary support for the reinforcement structure and strengthens the tightness between the reinforcement mechanisms, but also aligns the threaded holes between the reinforcement structures in advance, preventing loosening at the connection between the reinforcement structures. Attached Figure Description
[0029] Figure 1 This is an axial view schematic diagram of the present invention;
[0030] Figure 2 This is a side-axis view schematic diagram of the present invention;
[0031] Figure 3 This is a side view of the present invention;
[0032] Figure 4 For the present utility model Figure 1 Enlarged view of point A;
[0033] Figure 5 For the present utility model Figure 2 Enlarged diagram of point B.
[0034] In the picture:
[0035] 1. Vertical column; 2. Horizontal beam; 3. Support plate; 4. Vertical fixing plate; 5. Horizontal fixing plate; 6. Reinforcing plate; 7. First positioning pin; 8. Second positioning pin; 9. Diagonal brace plate; 10. First positioning plate; 11. Second positioning plate; 12. Third positioning pin; 13. Fourth positioning pin; 14. First side plate; 15. Second side plate; 16. Reinforcing bolt; 17. Reinforcing nut; 18. Positioning column. Detailed Implementation
[0036] The technical solutions of the present invention will be clearly and completely described below with reference to the accompanying drawings of specific embodiments. Obviously, the described specific embodiments are only a part of the specific embodiments of the present invention, and not all of them. Based on the specific embodiments of the present invention, all other specific embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention. Specific implementation method 1:
[0038] Please see Figure 1 , Figure 2 , Figure 3 , Figure 4 , Figure 5This embodiment of a steel structure beam-column joint reinforcement structure includes a vertical column 1 and a horizontal beam 2. The horizontal beam 2 is located on the side of the vertical column 1. A support plate 3 is provided on one side of the vertical column 1. Threaded holes are opened on one side of the vertical column 1 and inside the support plate 3, and bolts are threadedly connected to it. The support plate 3 is fixedly connected to the vertical column 1 by bolts and threads. Horizontal fixing plates 5 are provided on both the upper and lower sides of the horizontal beam 2. A vertical fixing plate 4 is fixedly connected to one end of the horizontal fixing plate 5. A reinforcing plate 6 is provided on the side of the horizontal fixing plate 5 away from the horizontal beam 2. Threaded holes are opened inside the reinforcing plate 6 and inside the horizontal fixing plate 5, and bolts are threadedly connected to it. The reinforcing plate 6 is fixedly connected to the horizontal fixing plate 5 by bolts through threaded holes. A diagonal brace 9 is provided at the bottom of the horizontal beam 2. A first side plate 14 is provided on both sides of the horizontal beam 2. A second side plate 15 is fixedly connected to one end of the first side plate 14. The horizontal fixing plate 5 and the vertical fixing plate 4 are an integrated structure. Threaded holes are opened inside the horizontal fixing plate 5 and on the side of the horizontal beam 2, and bolts are threadedly connected to it. The horizontal fixing plate 5 is fixedly connected to the horizontal beam 2 by bolts through threaded holes. The interior of the vertical fixing plate 4 and the interior of the support plate 3 are both threaded and threaded with bolts. The vertical fixing plate 4 is fixedly connected to the support plate 3 by threads and bolts. The two ends of the diagonal brace 9 are respectively fixedly connected to the first positioning plate 10 and the second positioning plate 11. The interior of the first positioning plate 10, the interior of the second positioning plate 11, the interior of the reinforcing plate 6, and the interior of the support plate 3 are all threaded and threaded with bolts. The first positioning plate 10 is fixedly connected to the reinforcing plate 6 by threads and bolts. The second positioning plate 11 is fixedly connected to the support plate 3 by threads and bolts. The interior of the first side plate 14 and the interior of the horizontal beam 2 are both threaded with through holes. The through holes of the horizontal beam 2 are provided with reinforcing bolts 16. The outer side of the reinforcing bolts 16 is threaded with reinforcing nuts 17. The interior of the second side plate 15 and the interior of the support plate 3 are both threaded with through holes. The second side plate 15 is fixedly connected to the support plate 3 by threads and bolts. Specific implementation method 2:
[0040] Please see Figure 4 , Figure 5 In this embodiment, a steel beam-column joint reinforcement structure is provided. Four second positioning pins 8 are fixedly connected to one side of the vertical column 1. The support plate 3 has through holes adapted to the second positioning pins 8. The top of the cross beam 2 is fixedly connected to the first positioning pin 7. One of the horizontal fixing plates 5 and one of the reinforcing plates 6 have through holes adapted to the first positioning pin 7. The side of the support plate 3 is fixedly connected to the third positioning pin 12 and the fourth positioning pin 13. The second positioning plate 11 has through holes adapted to the third positioning pin 12. One of the vertical fixing plates 4 has through holes adapted to the fourth positioning pin 13. Positioning posts 18 are fixedly connected to both sides of the cross beam 2. The first side plate 14 has through holes adapted to the positioning posts 18.
[0041] In this embodiment, a steel beam-column joint reinforcement structure is described. The arrangement of the support plate 3, vertical fixing plate 4, horizontal fixing plate 5, reinforcing plate 6, diagonal brace 9, first side plate 14, and second side plate 15 allows the device to be fixed to the reinforcement mechanism with bolts during use. This multi-directional fixing of the vertical column 1 and horizontal beam 2 strengthens the connection between them, further enhancing the tightness of the connection. This solves the problem that rigid welding connections can lead to changes in the weld joint structure and properties, which, if not properly controlled, can seriously affect the quality of structural components. Furthermore, improper processing or operation can cause various defects in the weld and heat-affected zone, reducing the structural load-bearing capacity. The arrangement of the first positioning pin 7, second positioning pin 8, third positioning pin 12, and positioning column 18 allows the device to pre-position and fix the structure before installation, providing secondary support and strengthening the tightness between the reinforcement mechanisms. It also allows for pre-alignment of the threaded holes between the reinforcement structures, preventing loosening at the connection points.
[0042] The working principle of the above embodiment is as follows: In use, first, the support plate 3 is fixed to the vertical column 1. During fixing, the support plate 3 is placed on the side of the vertical column 1, so that the second positioning pin 8 enters the internal through hole of the support plate 3, thereby limiting the position of the support plate 3 and supporting the support plate 3. Then, the support plate 3 and the vertical column 1 can be fixedly connected by bolts. After the support plate 3 is fixed, the diagonal brace 9 is fixed. During fixing, the third positioning pin 12 enters the interior of the second positioning plate 11, thereby limiting and supporting the second positioning plate 11. Then, the second positioning plate 11 and the support plate 3 are fixed by threads. Then, one of the vertical fixing plates 4 and the horizontal fixing plate 5 are placed, so that the third positioning pin 12 enters the interior of one of the vertical fixing plates 4, thereby limiting and supporting the vertical fixing plate 4. Then, one of the vertical fixing plates 4 and the support plate 3 are fixed by bolts. Then, the reinforcing plate 6 and the horizontal fixing plate 5 can be connected by bolts. Then, the crossbeam 2 is placed, and the top of one of the horizontal fixing plates 5... The beam 2 is initially fixed by bolting one of the horizontal fixing plates 5 to the crossbeam 2 and the first positioning plate 10 to the crossbeam 2. After fixing, the other vertical fixing plate 4 and the other horizontal fixing plate 5 are placed on top of the crossbeam 2. During placement, the first positioning pin 7 limits and fixes the other horizontal fixing plate 5. Then, the horizontal fixing plate 5 is fixed to the crossbeam 2 and the other vertical fixing plate 4 is fixed to the support plate 3. This completes the initial fixing of the crossbeam 2. Then, the two first side plates 14 are placed on both sides of the crossbeam 2 and the second side plates 15 are limited by the positioning pin 18. After the limitation is completed, the first side plates 14 are fixed to the support plate 3 by bolting. Then, the reinforcing bolts 16 are passed through the two second side plates 15 and the crossbeam 2. Then, the reinforcing bolts 16 are limited by the reinforcing nuts 17. This fixes the second side plates 15 to the crossbeam 2. During fixing, the two second side plates 15 are connected synchronously. Then, the installation of the structure is completed, thus completing the connection between the crossbeam 2 and the vertical column 1.
[0043] It should be noted that, in this document, relational terms such as "first" and "second" are used only to distinguish one entity or operation from another, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Furthermore, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such a process, method, article, or apparatus. Without further limitations, an element defined by the phrase "comprising one..." does not exclude the presence of other identical elements in the process, method, article, or apparatus that includes said element.
[0044] Although specific embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these specific embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.
Claims
1. A steel structure beam-column joint reinforcement structure, comprising a vertical column (1) and a horizontal beam (2), characterized in that: The crossbeam (2) is located on the side of the vertical column (1). A support plate (3) is provided on one side of the vertical column (1). Threaded holes are opened on one side of the vertical column (1) and inside the support plate (3) and bolts are threadedly connected. The support plate (3) is fixedly connected to the vertical column (1) by bolts and threads. Horizontal fixing plates (5) are provided on both the upper and lower sides of the crossbeam (2). A vertical fixing plate (4) is fixedly connected to one end of the horizontal fixing plate (5). A reinforcing plate (6) is provided on the side of the horizontal fixing plate (5) away from the crossbeam (2). Threaded holes are opened inside the reinforcing plate (6) and inside the horizontal fixing plate (5) and bolts are threadedly connected. The reinforcing plate (6) is fixedly connected to the horizontal fixing plate (5) by threaded holes and bolts. A diagonal brace (9) is provided at the bottom of the crossbeam (2). A first side plate (14) is provided on both sides of the crossbeam (2). A second side plate (15) is fixedly connected to one end of the first side plate (14).
2. The steel structure beam-column joint reinforcement structure according to claim 1, characterized in that: Four second positioning pins (8) are fixedly connected to one side of the vertical column (1), and the support plate (3) has through holes that are compatible with the second positioning pins (8).
3. The steel structure beam-column joint reinforcement structure according to claim 1, characterized in that: The horizontal fixing plate (5) and the vertical fixing plate (4) are an integrated structure. The interior of the horizontal fixing plate (5) and the side of the crossbeam (2) are provided with threaded holes and bolts are threadedly connected. The horizontal fixing plate (5) is fixedly connected to the crossbeam (2) through the threaded holes and bolts. The interior of the vertical fixing plate (4) and the interior of the support plate (3) are provided with threaded holes and bolts are threadedly connected. The vertical fixing plate (4) is fixedly connected to the support plate (3) through the threads and bolts.
4. The steel structure beam-column joint reinforcement structure according to claim 1, characterized in that: The top of the crossbeam (2) is fixedly connected with a first positioning pin (7), and the interior of one of the horizontal fixing plates (5) and one of the reinforcing plates (6) are provided with through holes that are compatible with the first positioning pin (7).
5. A steel structure beam-column joint reinforcement structure according to claim 1, characterized in that: The first positioning plate (10) and the second positioning plate (11) are fixedly connected to the two ends of the diagonal brace (9). The first positioning plate (10), the second positioning plate (11), the reinforcing plate (6) and the support plate (3) are all provided with threaded holes and bolts are threadedly connected. The first positioning plate (10) is fixedly connected to the reinforcing plate (6) by threads and bolts, and the second positioning plate (11) is fixedly connected to the support plate (3) by threads and bolts.
6. A steel structure beam-column joint reinforcement structure according to claim 5, characterized in that: The support plate (3) is fixedly connected to a third positioning pin (12) and a fourth positioning pin (13) on its side. The second positioning plate (11) has a through hole adapted to the third positioning pin (12) inside. One of the vertical fixing plates (4) has a through hole adapted to the fourth positioning pin (13) inside.
7. A steel structure beam-column joint reinforcement structure according to claim 1, characterized in that: The first side plate (14) and the crossbeam (2) are provided with through holes. The crossbeam (2) is provided with reinforcing bolts (16) in the through holes. The reinforcing bolts (16) are threaded with reinforcing nuts (17) on the outside. The second side plate (15) and the support plate (3) are provided with threaded holes. The second side plate (15) is fixedly connected to the support plate (3) by threads and bolts.
8. A steel structure beam-column joint reinforcement structure according to claim 1, characterized in that: Both sides of the crossbeam (2) are fixedly connected with positioning posts (18), and the interior of the first side plate (14) is provided with through holes that are compatible with the positioning posts (18).