Steel structure cantilever beam connecting joint
By introducing components such as upper connecting beams, lower connecting beams, reinforcing seats, and reinforcing ribs into the cantilever beam connection nodes, the problem of strengthening adjacent components in the cantilever beam connection nodes is solved, the structural strength of the cantilever beam connection nodes is improved, the structural strength between the cantilever beam and the vertical beam is increased, and the stability and safety of the overall structure are enhanced.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- XUZHOU ZHONG COAL NINGXIA STEEL STRUCTURE CONSTRUCT CO LTD
- Filing Date
- 2025-02-07
- Publication Date
- 2026-05-26
AI Technical Summary
In the prior art, it is difficult to effectively reinforce the main beam components of two adjacent cantilever beams at the connection node, which makes it difficult for the structural strength to reach the expected level.
By combining components such as upper connecting beams, lower connecting beams, reinforcing seats, reinforcing ribs, reinforcing plates, reinforcing beams, reinforcing arms, positioning seats, supporting beams, and diagonal bracing beams in the cantilever beam connection nodes, the connection structure between adjacent vertical beams and cantilever beams is enhanced.
It improves the structural strength between adjacent vertical beams and facilitates reinforcement work between cantilever beams and vertical beams, thereby enhancing the overall stability and safety of the structure.
Smart Images

Figure CN224281568U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of building construction technology, specifically a steel structure cantilever beam connection node. Background Technology
[0002] In the current construction industry, steel structures are widely used due to their advantages such as high strength, fast construction speed, and recyclability. As a common component in steel structures, the design and construction of the connection nodes of cantilever beams are crucial to the stability and safety of the entire structure. Therefore, developing a steel structure cantilever beam connection node is particularly important.
[0003] Referring to the steel structure cantilever beam-column connection node structure with reference announcement number CN219431040U, it includes a steel structure column, a structural beam assembly, an installation assembly, and a stabilizing assembly. The structural beam assembly includes a steel structure beam, and the installation assembly includes an overlapping top plate. The lower end of the overlapping top plate is connected to a positioning bottom plate, and the end of the positioning bottom plate away from the overlapping top plate is connected to another overlapping bottom plate. After the overlapping bottom plate and the steel structure column are installed and connected, the support plate is located at the lower end of the positioning bottom plate. Through the setting of the support plate, the steel structure can be stabilized. The pressure on the cantilever beam is transferred to the steel column, thereby reducing the pressure on the steel beam and improving its compressive and bending strength. At the same time, the support plate increases the connection area between the steel beam and the steel column, improving the stability of the connection. As can be seen from the above, although this cantilever beam connection node can be well applied, it is usually not convenient to reinforce the main beam components of two adjacent cantilever beams, making it difficult for the structural strength between adjacent beams to reach the expected level, which often troubles users. Utility Model Content
[0004] The purpose of this utility model is to provide a steel structure cantilever beam connection node to solve the problem mentioned in the background art that although the cantilever beam connection node can be well applied, it is usually not convenient to reinforce the main beam components of two adjacent cantilever beams, making it difficult for the structural strength between adjacent beams to reach the expected level.
[0005] To achieve the above objectives, this utility model provides the following technical solution: a steel structure cantilever beam connection node, including a first vertical beam, a second vertical beam provided on one side of the first vertical beam, an upper connecting beam connected to the inner wall of the upper end of the first vertical beam and the second vertical beam, a lower connecting beam installed on the inner wall of the lower end of the first vertical beam and the second vertical beam, a first reinforcing seat provided on both sides of the bottom end of the upper connecting beam, a second reinforcing seat provided on both sides of the top end of the lower connecting beam, a second reinforcing rib installed on the inner wall of one of the second reinforcing seats, the outer wall of the upper end of the second reinforcing rib connected to the inner wall of one of the first reinforcing seats, a first reinforcing rib connected to the inner wall of the other second reinforcing seat and the outer wall of the first reinforcing seat, a reinforcing plate connected to the outer wall between the first reinforcing ribs, the inner wall of the reinforcing plate fixedly connected to the outer wall of the second reinforcing rib, a first positioning seat connected to one side of the outer wall of the upper end of the first vertical beam, a first cantilever beam provided on the outer wall of the first positioning seat, a second positioning seat connected to one side of the outer wall of the upper end of the second vertical beam, and a second cantilever beam provided on the outer wall of the second positioning seat.
[0006] Preferably, the bottom ends of the first cantilever beam and the second cantilever beam are provided with second placement seats, and the outer walls of the first and second vertical beams below the first and second positioning seats are all bolted with support beams. The support beams are provided to accommodate the first placement seats.
[0007] Preferably, a first support seat is provided on one side of the top of the supporting beam. A diagonal brace is connected to the inner wall of the first support seat. The outer wall of the upper end of the diagonal brace is connected to the inner wall of the second support seat. The diagonal brace is provided to improve the structural strength between the first cantilever beam and the first vertical beam, as well as between the second cantilever beam and the second vertical beam.
[0008] Preferably, at least two first reinforcing beams are connected to the inner wall between the second cantilever beam and the first cantilever beam, and at least one second reinforcing beam is connected to the inner wall between adjacent first reinforcing beams. The second reinforcing beams are provided to reinforce the second cantilever beam and the first cantilever beam.
[0009] Preferably, the outer wall of the upper connecting beam is provided with two first connecting seats, and the outer wall of the first reinforcing beam is provided with a second connecting seat. The first connecting seats and the second connecting seats are provided to facilitate the placement of the reinforcing arm.
[0010] Preferably, two reinforcing arms are connected to the inner wall of the second connecting seat. The outer wall of the reinforcing arm at the end away from the second connecting seat is connected to the inner wall of the first connecting seat. The reinforcement arms are provided to improve the structural strength between the second cantilever beam and the first cantilever beam.
[0011] Compared with the prior art, the beneficial effects of this utility model are: the steel structure cantilever beam connection node not only improves the structural strength between the first vertical beam and the second vertical beam, but also ensures the structural strength between the first cantilever beam and the second cantilever beam, and it is easy to carry out reinforcement work between the first cantilever beam and the first vertical beam and between the second cantilever beam and the second vertical beam.
[0012] (1) By installing an upper connecting beam and a lower connecting beam on the inner wall between the first vertical beam and the second vertical beam, and installing a first reinforcing rib and a second reinforcing rib between the upper connecting beam and the lower connecting beam via a first reinforcing seat and a second reinforcing seat, and installing a reinforcing plate at the contact position of the first reinforcing rib and the second reinforcing rib, the structural strength between the first vertical beam and the second vertical beam can be strengthened, thereby improving the structural strength between the first vertical beam and the second vertical beam.
[0013] (2) By setting at least two first reinforcing beams between the second cantilever beam and the first cantilever beam, and by reinforcing the first reinforcing beams with at least one second reinforcing beam, the purpose of initially reinforcing the second cantilever beam and the first cantilever beam is achieved. Then, by installing two reinforcing arms between the first reinforcing beam on the left and the upper connecting beam through the first connecting seat and the second connecting seat, the structural strength between the second cantilever beam and the first cantilever beam is further improved, thereby ensuring the structural strength between the first cantilever beam and the second cantilever beam.
[0014] (3) By bolting the first positioning seat and the second positioning seat at one end of the first cantilever beam and the second cantilever beam to the inner wall of the upper end of the first vertical beam and the second vertical beam respectively, and then setting the support beam on the inner wall of the lower end of the first vertical beam and the second vertical beam, and installing the diagonal bracing beam between the support beam and the first cantilever beam and the second cantilever beam through the first placement seat and the second placement seat, it is easy to carry out reinforcement work between the first cantilever beam and the first vertical beam and between the second cantilever beam and the second vertical beam. Attached Figure Description
[0015] Figure 1 This is a schematic diagram of the right-side structure of this utility model;
[0016] Figure 2 This is a schematic diagram of the left-side structure of this utility model;
[0017] Figure 3 This is a front view structural diagram of the present invention;
[0018] Figure 4 This utility model Figure 2 Enlarged structural diagram at point A in the middle.
[0019] In the diagram: 1. First upright beam; 2. Second upright beam; 3. Upper connecting beam; 4. Lower connecting beam; 5. First positioning seat; 6. First cantilever beam; 7. Second positioning seat; 8. Second cantilever beam; 9. First reinforcing beam; 10. Second reinforcing beam; 11. First connecting seat; 12. Second connecting seat; 13. Reinforcing arm; 14. Support beam; 15. First placement seat; 16. Second placement seat; 17. Diagonal bracing beam; 18. First reinforcing seat; 19. Second reinforcing seat; 20. First reinforcing rib; 21. Reinforcing plate; 22. Second reinforcing rib. Detailed Implementation
[0020] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. All other embodiments obtained by those skilled in the art based on the embodiments of the present utility model without creative effort are within the scope of protection of the present utility model.
[0021] Please see Figure 1-4 This utility model provides an embodiment of a steel structure cantilever beam connection node, including a first vertical beam 1, a second vertical beam 2 on one side of the first vertical beam 1, an upper connecting beam 3 connected to the inner wall of the upper end of the first vertical beam 1 and the second vertical beam 2, and a lower connecting beam 4 installed on the inner wall of the lower end of the first vertical beam 1 and the second vertical beam 2. A first reinforcing seat 18 is provided on both sides of the bottom end of the upper connecting beam 3, and a second reinforcing seat 19 is provided on both sides of the top end of the lower connecting beam 4. A second reinforcing rib 22 is installed on the inner wall of one of the second reinforcing seats 19, and the outer wall of the upper end of the second reinforcing rib 22 is connected to the inner wall of one of the first reinforcing seats 18. The inner wall of the other second reinforcing seat 19 and the first... A first reinforcing rib 20 is connected to the outer wall of the reinforcing seat 18. A reinforcing plate 21 is connected to the outer wall between the first reinforcing ribs 20. The inner wall of the reinforcing plate 21 is fixedly connected to the outer wall of the second reinforcing rib 22. A first positioning seat 5 is connected to one side of the outer wall at the upper end of the first vertical beam 1. A first cantilever beam 6 is provided on the outer wall of the first positioning seat 5. A second positioning seat 7 is connected to one side of the outer wall at the upper end of the second vertical beam 2. A second cantilever beam 8 is provided on the outer wall of the second positioning seat 7. A second placement seat 16 is provided at the bottom end of both the first cantilever beam 6 and the second cantilever beam 8. A support beam 14 is bolted to the outer wall of both the first vertical beam 1 and the second vertical beam 2 below the first positioning seat 5 and the second positioning seat 7.
[0022] In use, the support beam 14 is provided to accommodate the first mounting base 15.
[0023] A first placement seat 15 is provided on one side of the top of the supporting beam 14. A diagonal bracing beam 17 is connected to the inner wall of the first placement seat 15. The outer wall of the upper end of the diagonal bracing beam 17 is connected to the inner wall of the second placement seat 16.
[0024] In use, the diagonal bracing beam 17 is used to improve the structural strength between the first cantilever beam 6 and the first vertical beam 1, as well as between the second cantilever beam 8 and the second vertical beam 2.
[0025] At least two first reinforcing beams 9 are connected to the inner wall between the second cantilever beam 8 and the first cantilever beam 6, and at least one second reinforcing beam 10 is connected to the inner wall between the at least two first reinforcing beams 9.
[0026] In use, the second reinforcing beam 10 is installed to reinforce the second cantilever beam 8 and the first cantilever beam 6.
[0027] Two first connecting seats 11 are provided on the outer wall of the upper connecting beam 3, and a second connecting seat 12 is provided on the outer wall of the first reinforcing beam 9;
[0028] In use, the first connecting seat 11 and the second connecting seat 12 are provided to accommodate the reinforcing arm 13.
[0029] Two reinforcing arms 13 are connected to the inner wall of the second connecting seat 12. The outer wall of the end of the reinforcing arm 13 away from the second connecting seat 12 is connected to the inner wall of the first connecting seat 11.
[0030] In use, the structural strength between the second cantilever beam 8 and the first cantilever beam 6 is improved by setting the reinforcing arm 13.
[0031] In this embodiment, the structural strength between the first cantilever beam 6 and the first vertical beam 1, and the second vertical beam 2, is improved by firstly bolting the first positioning seat 5 and the second positioning seat 7 at one end of the first cantilever beam 6 and the second cantilever beam 8 to the inner walls of the upper ends of the first vertical beam 1 and the second vertical beam 2, respectively. Then, a support beam 14 is installed on the inner walls of the lower ends of the first vertical beam 1 and the second vertical beam 2. Diagonal bracing beams 17 are installed between the support beam 14 and the first cantilever beam 6 and the second cantilever beam 8 via first mounting seats 15 and second mounting seats 16. Finally, at least two first reinforcing beams 9 are installed between the second cantilever beam 8 and the first cantilever beam 6, and at least one second reinforcing beam 10 reinforces the first reinforcing beams 9, thereby strengthening the second cantilever beam 8. The purpose of initial reinforcement between the first cantilever beam 6 and the first cantilever beam 8 is to further enhance the structural strength between the second cantilever beam 8 and the first cantilever beam 6 by installing two reinforcing arms 13 between the first reinforcing beam 9 on the left and the upper connecting beam 3 via the first connecting seat 11 and the second connecting seat 12. Finally, the upper connecting beam 3 and the lower connecting beam 4 are installed on the inner wall between the first vertical beam 1 and the second vertical beam 2, and the first reinforcing rib 20 and the second reinforcing rib 22 are installed between the upper connecting beam 3 and the lower connecting beam 4 via the first reinforcing seat 18 and the second reinforcing seat 19. A reinforcing plate 21 is installed at the contact position of the first reinforcing rib 20 and the second reinforcing rib 22. This completes the reinforcement work between the first vertical beam 1 and the second vertical beam 2, thus completing the use of the cantilever beam connection node.
Claims
1. A steel structure cantilever beam connection node, characterized in that: The structure includes a first upright beam (1), a second upright beam (2) on one side of the first upright beam (1), an upper connecting beam (3) connecting the upper inner walls of the first upright beam (1) and the second upright beam (2), a lower connecting beam (4) installed on the lower inner walls of the first upright beam (1) and the second upright beam (2), a first reinforcing seat (18) on both sides of the bottom end of the upper connecting beam (3), a second reinforcing seat (19) on both sides of the top end of the lower connecting beam (4), a second reinforcing rib (22) installed on the inner wall of one of the second reinforcing seats (19), and the outer wall of the upper end of the second reinforcing rib (22) and the inner wall of one of the first reinforcing seats (18) are connected. Connected to each other, the inner wall of the other second reinforcing seat (19) and the outer wall of the first reinforcing seat (18) are connected to a first reinforcing rib (20), and a reinforcing plate (21) is connected to the outer wall between the first reinforcing ribs (20). The inner wall of the reinforcing plate (21) is fixedly connected to the outer wall of the second reinforcing rib (22). A first positioning seat (5) is connected to one side of the upper end of the first upright beam (1). A first cantilever beam (6) is provided on the outer wall of the first positioning seat (5). A second positioning seat (7) is connected to one side of the upper end of the second upright beam (2). A second cantilever beam (8) is provided on the outer wall of the second positioning seat (7).
2. The steel structure cantilever beam connection node according to claim 1, characterized in that: The bottom ends of the first cantilever beam (6) and the second cantilever beam (8) are provided with second placement seats (16), and the outer walls of the first vertical beam (1) and the second vertical beam (2) below the first positioning seat (5) and the second positioning seat (7) are all bolted with supporting beams (14).
3. The steel structure cantilever beam connection node according to claim 2, characterized in that: Each of the top sides of the supporting beam (14) is provided with a first placement seat (15), and a diagonal bracing beam (17) is connected to the inner wall of the first placement seat (15). The outer wall of the upper end of the diagonal bracing beam (17) is connected to the inner wall of the second placement seat (16).
4. The steel structure cantilever beam connection node according to claim 1, characterized in that: At least two first reinforcing beams (9) are connected on the inner wall between the second cantilever beam (8) and the first cantilever beam (6), and at least one second reinforcing beam (10) is connected on the inner wall between adjacent first reinforcing beams (9).
5. The steel structure cantilever beam connection node according to claim 4, characterized in that: Two first connecting seats (11) are provided on the outer wall of the upper connecting beam (3), and a second connecting seat (12) is provided on the outer wall of one of the first reinforcing beams (9).
6. The steel structure cantilever beam connection node according to claim 5, characterized in that: Two reinforcing arms (13) are connected to the inner wall of the second connecting seat (12), and the outer wall of the reinforcing arm (13) away from the second connecting seat (12) is connected to the inner wall of the first connecting seat (11).