Concrete cantilever beam and steel column connecting device

Abstract

The utility model discloses a concrete cantilever beam and steel column connecting device, and relates to the technical field of constructional engineering, the concrete cantilever beam and steel column connecting device comprises a main body and a cantilever beam, the cantilever beam is fixedly arranged at the end of the main body, and the concrete cantilever beam and steel column connecting device further comprises a first steel plate and a second steel plate, the second steel plate is fixedly arranged in the cantilever beam, the second steel plate and the first steel plate are arranged in parallel, and a gap is formed between the first steel plate and the second steel plate; the third steel plate is vertically arranged in the gap, the upper end of the third steel plate is fixedly connected with the inner side of the first steel plate, and the lower end of the third steel plate is fixedly connected with the inner side of the second steel plate; the steel column is fixedly arranged at the lower end of the second steel plate; the reinforcing piece is arranged in the gap and used for improving the connection stability of the first steel plate and the second steel plate; the connecting structure has the effect of enhancing the connecting strength and stability between the cantilever beam and the steel column.

Description

Technical Field

[0001] This application relates to the technical field of construction engineering, and particularly relates to a connecting device between a concrete cantilever beam and a steel column. Background Art

[0002] In construction engineering, the connection between a concrete cantilever beam and a steel column is a key structural joint, and its connection quality and stability directly affect the overall safety of the building.

[0003] Traditional connection methods usually adopt welding or bolt connection. However, under the action of long-term load and complex environment, these connection points are prone to problems such as loosening, cracking, and even fracture, seriously threatening the safety of the building. Therefore, how to improve the connection strength and stability between the concrete cantilever beam and the steel column has become an urgent technical problem to be solved in the current construction engineering field. Utility Model Content

[0004] In order to enhance the connection strength and stability between the cantilever beam and the steel column, this application provides a connecting device between a concrete cantilever beam and a steel column.

[0005] This application provides a connecting device between a concrete cantilever beam and a steel column, adopting the following technical scheme:

[0006] A connecting device between a concrete cantilever beam and a steel column, comprising a main body and a cantilever beam, the cantilever beam is fixedly arranged at the end of the main body, and further comprises:

[0007] A first steel plate, the first steel plate is fixedly arranged in the cantilever beam;

[0008] A second steel plate, the second steel plate is fixedly arranged in the cantilever beam, the second steel plate is arranged in parallel with the first steel plate, and a gap is arranged between the first steel plate and the second steel plate;

[0009] A third steel plate, the third steel plate is vertically arranged in the gap, the upper end of the third steel plate is fixedly connected to the inner side of the first steel plate, and the lower end of the third steel plate is fixedly connected to the inner side of the second steel plate;

[0010] A steel column, the steel column is fixedly arranged at the lower end of the second steel plate;

[0011] A reinforcing member, the reinforcing member is arranged in the gap for increasing the connection stability between the first steel plate and the second steel plate.

[0012] By adopting the above technical solution, a stable frame system is formed by arranging the first steel plate and the second steel plate in the cantilever beam, and arranging a gap and a third steel plate therebetween. This design effectively disperses the force, enhances the stability of the entire structure, enables the connection part to withstand greater external forces and deformations, and thus improves the safety and reliability of the overall structure. The setting of the reinforcement significantly enhances the connection stability between the first steel plate and the second steel plate. The fixed connection between the reinforcement and the steel plate makes the connection part more firm and effectively prevents the connection from loosening or failing due to external forces.

[0013] Optionally, the reinforcement includes:

[0014] A first reinforcement plate, which is arranged in the gap, the upper end of the first reinforcement plate is fixedly connected to the inner side of the first steel plate, and the lower end of the first reinforcement plate is fixedly connected to the inner side of the first steel plate;

[0015] A second reinforcement plate, which is perpendicularly arranged to the first reinforcement plate, one end of the second reinforcement plate is fixedly connected to the first reinforcement plate, and the other end of the second reinforcement plate is fixedly connected to the side wall of the third steel plate.

[0016] By adopting the above technical solution, the first reinforcement plate is arranged in the gap and fixedly connected to the inner side of the first steel plate, which effectively enhances the connection stability between the first steel plate and the second steel plate. This reinforcement method can prevent the connection from loosening or failing due to external forces or structural deformations. The second reinforcement plate is perpendicularly arranged to the first reinforcement plate and fixedly connected to the side wall of the third steel plate, forming a strong support structure. Enabling the connection part to withstand greater external forces and deformations, significantly improving the connection strength.

[0017] Optionally, 2 reinforcements are symmetrically arranged.

[0018] By adopting the above technical solution, the symmetrically arranged reinforcements can ensure that uniform and balanced reinforcement forces are applied on both sides of the connection part, effectively preventing structural deformations or damages caused by uneven forces, and thus improving the stability of the overall structure.

[0019] Optionally, stud bolts are fixedly provided at the upper end of the first steel plate and the lower end of the second steel plate.

[0020] By adopting the above technical solution, the setting of the stud bolts can ensure a firm connection between the first steel plate and the second steel plate and the concrete. The stud bolts are welded to the steel plate, and then the concrete is poured and hardened to form an integral structure with the stud bolts. This connection method can significantly enhance the cooperative working ability between the steel plate and the concrete, ensure that both can jointly bear external forces, and improve the bearing capacity of the overall structure.

[0021] Optionally, a plurality of stud bolts are arranged in an array along the horizontal planes of the first steel plate and the second steel plate.

[0022] By adopting the above technical solution, the stud bolt array arrangement can significantly increase the connection area between the first steel plate and the second steel plate and the concrete, thereby improving the overall connection strength.

[0023] Optionally, a first reinforcing rib is arranged at the included angle between one side of the steel column and the second steel plate, and a second reinforcing rib is arranged at the included angle between the other side of the steel column and the second steel plate.

[0024] By adopting the above technical solution, the arrangement of the reinforcing ribs can significantly improve the structural strength at the connection between the steel column and the second steel plate. When subjected to external forces, the reinforcing ribs can effectively disperse and resist these forces, preventing the structure from deforming or being damaged, thereby ensuring the stability of the overall structure.

[0025] Optionally, the angle of the first reinforcing rib is greater than the angle of the second reinforcing rib.

[0026] By adopting the above technical solution, since the position of the steel column is at the end of the second steel plate, the distance from the end of the second steel plate to the connection between the steel column and the second steel plate is less than the distance from the connection between the steel column and the second steel plate to the other end of the steel plate. Therefore, the force at the connection between the steel column and the second steel plate to the other end of the steel plate is large, and a larger-angle reinforcing rib is required to provide support and stability.

[0027] Optionally, a connecting plate is fixedly provided at the included angle between the second steel plate and the steel column.

[0028] By adopting the above technical solution, the connecting plate can effectively connect the second steel plate and the steel column firmly together. By increasing the connection area and providing additional support, the strength of the structural connection is significantly improved.

[0029] In summary, the embodiment of the present utility model provides a connecting device between a concrete cantilever beam and a steel column, including at least one of the following beneficial technical effects:

[0030] 1. By arranging a first steel plate and a second steel plate in the cantilever beam, and arranging a gap and a third steel plate therebetween, a stable frame system is formed. This design effectively disperses the force, enhances the stability of the entire structure, enables the connection part to withstand greater external forces and deformations, thereby improving the safety and reliability of the overall structure. The arrangement of the reinforcement members significantly enhances the connection stability between the first steel plate and the second steel plate. The fixed connection between the reinforcement members and the steel plates makes the connection part more firm, effectively preventing the connection from loosening or failing due to external forces.

[0031] 2. The first reinforcing plate is disposed within the gap and fixedly connected to the inner side of the first steel plate, which effectively enhances the connection stability between the first steel plate and the second steel plate. This reinforcement method can prevent the connection from loosening or failing due to external forces or structural deformation. The second reinforcing plate is perpendicularly disposed with respect to the first reinforcing plate and fixedly connected to the side wall of the third steel plate, forming a sturdy support structure. This enables the connection portion to withstand greater external forces and deformations, significantly improving the connection strength. BRIEF DESCRIPTION OF THE DRAWINGS

[0032] Figure 1 FIG. is a schematic structural view of a connecting device between a concrete cantilever beam and a steel column provided by an embodiment of the present utility model;

[0033] Figure 2 FIG. is a schematic structural view of a reinforcement member in a connecting device between a concrete cantilever beam and a steel column provided by an embodiment of the present utility model;

[0034] Figure 3 FIG. is a cross-sectional view of a reinforcement member in a connecting device between a concrete cantilever beam and a steel column provided by an embodiment of the present utility model.

[0035] Description of the reference numerals in the drawings:

[0036] 11, main body; 12, cantilever beam; 13, first steel plate; 14, second steel plate; 15, third steel plate; 16, steel column; 17, gap; 2, reinforcement member; 21, first reinforcing plate; 22, second reinforcing plate; 31, stud; 32, first reinforcing rib; 33, second reinforcing rib; 34, connecting plate. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0037] The following further describes the present application in detail Figures 1 - 3 with reference to the accompanying drawings.

[0038] Combined with Figure 1 and Figure 2, an embodiment of the present application discloses a connecting device between a concrete cantilever beam 12 and a steel column 16, including a main body 11 and a cantilever beam 12. The cantilever beam 12 is firmly arranged at the end of the main body 11. Inside the cantilever beam 12, a first steel plate 13 is provided, and the first steel plate 13 is firmly embedded in the concrete. A second steel plate 14 is also firmly arranged inside the cantilever beam 12. There is a gap 17 between the first steel plate 13 and the second steel plate 14, and this gap 17 provides space for subsequent reinforcement members 2. Inside the gap 17, a third steel plate 15 is vertically arranged. The upper end of the third steel plate 15 is fixedly connected to the inner side of the first steel plate 13 by welding or other reliable means, and the lower end is fixedly connected to the inner side of the second steel plate 14 in the same way. This structure forms a stable support framework, effectively improving the structural strength of the cantilever beam 12. The steel column 16 is arranged at the lower end of the second steel plate 14, and through the firm connection with the second steel plate 14, the stable combination of the steel column 16 and the cantilever beam 12 is realized. In order to further enhance the connection stability between the first steel plate 13 and the second steel plate 14, a reinforcement member 2 is specifically arranged inside the gap 17 in this embodiment.

[0039] Specifically, the first steel plate 13, the second steel plate 14, and the third steel plate 15 are all arranged in the shape of a rectangular plate. The widths of the first steel plate 13 and the second steel plate 14 are equal, and the lengths of the first steel plate 13 and the second steel plate 14 are not specifically limited and can be greater than, less than, or equal to each other. The steel column 16 is formed by fixing two U-shaped steels back to back, that is, the openings of the two U-shaped steels are away from each other. Among them, the first steel plate 13, the second steel plate 14, the third steel plate 15, the reinforcement member 2, and the steel column 16 are fixed before pouring.

[0040] During specific use, before pouring the cantilever beam 12, the first steel plate 13 and the second steel plate 14 are fixed to the pouring frame of the cantilever beam 12 by U-shaped stirrups, and then the cantilever beam 12 is poured. Thus, by reasonably arranging the first steel plate 13, the second steel plate 14, and the third steel plate 15, a stable support framework is formed, enabling the cantilever beam 12 to bear greater loads. At the same time, the introduction of the reinforcement member 2 further improves the stability of the connection point, thereby enhancing the connection strength and stability between the cantilever beam 12 and the steel column 16.

[0041] Combined Figure 2 and Figure 3 , in a specific embodiment, the reinforcement member 2 includes: a first reinforcement plate 21 and a second reinforcement plate 22. The first reinforcement plate 21 is arranged inside the gap 17. The upper end of the first reinforcement plate 21 is fixedly connected to the inner side of the first steel plate 13, and the lower end of the first reinforcement plate 21 is fixedly connected to the inner side of the first steel plate 13. The second reinforcement plate 22 is vertically arranged with respect to the first reinforcement plate 21. One end of the second reinforcement plate 22 is fixedly connected to the first reinforcement plate 21, and the other end of the second reinforcement plate 22 is fixedly connected to the side wall of the third steel plate 15.

[0042] In the embodiment of the present application, the first reinforcing plate 21 and the second reinforcing plate 22 are fixedly connected by welding or bolting, and the first reinforcing plate 21, the second reinforcing plate 22 and the first steel plate 13, the second steel plate 14 and the third steel plate 15 are also fixed in the same way. The fixation of the first reinforcing plate 21 and the second reinforcing plate 22 can increase the stability and load-bearing capacity of the first steel plate 13 and the second steel plate 14, and prevent deformation or damage when subjected to external forces. Specifically, there are 2 reinforcing members 2 symmetrically arranged, respectively on both sides of the gap 17. This symmetrical arrangement can further balance the force on the cantilever beam 12 and prevent structural deformation or damage caused by excessive unilateral force.

[0043] Combined with Figure 2 and Figure 3 , more specifically, in the embodiment of the present application, stud bolts 31 are also fixedly installed at the upper end of the first steel plate 13 and the lower end of the second steel plate 14 respectively. These stud bolts 31 are arranged in an array along the horizontal plane of the first steel plate 13 and the second steel plate 14, effectively increasing the bonding force between the steel plate and the concrete, thereby enhancing the load-bearing capacity of the overall structure.

[0044] Combined with Figure 2 and Figure 3 , in order to further enhance the stability of the connection between the steel column 16 and the cantilever beam 12, in the embodiment of the present application, a first reinforcing rib 32 and a second reinforcing rib 33 are specifically arranged at the included angle between the steel column 16 and the second steel plate 14. Among them, the angle of the first reinforcing rib 32 is set to be greater than the angle of the second reinforcing rib 33. This design can more effectively disperse and transfer the force at the connection, thereby enhancing the durability of the structure.

[0045] Combined with Figure 2 and Figure 3 , in order to further enhance the stability of the connection between the steel column 16 and the cantilever beam 12, in the embodiment of the present application, a first reinforcing rib 32 and a second reinforcing rib 33 are specifically arranged at the included angle between the steel column 16 and the second steel plate 14. Among them, the angle of the first reinforcing rib 32 is set to be greater than the angle of the second reinforcing rib 33. This design can more effectively disperse and transfer the force at the connection, thereby enhancing the durability of the structure. Among them, at the included angle between the second steel plate 14 and the steel column 16, a connecting plate 34 is also fixedly installed in this embodiment. This connecting plate 34 not only increases the connection area, but also forms an overall force-bearing system by firmly connecting it with the surrounding steel plates and the steel column 16, thereby further enhancing the connection strength and stability between the concrete cantilever beam 12 and the steel column 16.

[0046] The implementation principle of the embodiments of this application is as follows: A first steel plate 13, a second steel plate 14, and a third steel plate 15 are arranged in the cantilever beam 12 to form a basic structure for connecting the cantilever beam 12 and the steel column 16. This structural design can ensure that the connection between the cantilever beam 12 and the steel column 16 has sufficient strength and stability. The first reinforcement plate 21 and the second reinforcement plate 22 are respectively arranged in the gap 17 and at a position perpendicular to the third steel plate 15. The first reinforcement plate 21 enhances the connection stability between the first steel plate 13 and the second steel plate 14, while the second reinforcement plate 22 further enhances the integrity and stability of the entire connection structure through its fixed connection with the first reinforcement plate 21 and the third steel plate 15. By fixedly installing stud bolts 31 at the upper and lower ends of the first steel plate 13 and the second steel plate 14, the connection strength and stability between the cantilever beam 12 and the steel column 16 can be further increased. The setting of the stud bolts 31 makes the connection between the steel plate and the concrete closer, and can effectively prevent loosening or falling off at the connection part. The setting of the reinforcing ribs is also an important measure to improve the connection strength and stability. By arranging the first reinforcing rib 32 and the second reinforcing rib 33 at the angle between the steel column 16 and the second steel plate 14, the bearing capacity of this part can be enhanced, and deformation or damage caused by external forces can be prevented.

[0047] This specific embodiment is only an interpretation of this application, and it is not a limitation of this application. After reading this specification, those skilled in the art can make modifications to this embodiment without creative contributions as needed, but as long as it is within the scope of the claims of this application, it is protected by the patent law.

Claims

1. A device for connecting a concrete cantilever beam (12) and a steel column (16), comprising a main body (11) and a cantilever beam (12), wherein the cantilever beam (12) is fixedly arranged at an end of the main body (11), and characterized in that: Also includes: a first steel plate (13), the first steel plate (13) being fixedly arranged in the cantilever beam (12); a second steel plate (14), the second steel plate (14) being fixedly arranged in the cantilever beam (12), the second steel plate (14) being arranged parallel to the first steel plate (13), and a gap (17) being arranged between the first steel plate (13) and the second steel plate (14); a third steel plate (15), the third steel plate (15) being vertically arranged in the gap (17), the upper end of the third steel plate (15) being fixedly connected to the inner side of the first steel plate (13), and the lower end of the third steel plate (15) being fixedly connected to the inner side of the second steel plate (14); A steel column (16), wherein the steel column (16) is fixedly mounted on the lower end of the second steel plate (14); A reinforcing member (2), the reinforcing member (2) being arranged in the gap (17) and used for increasing the connection stability between the first steel plate (13) and the second steel plate (14).

2. A concrete cantilever beam (12) and steel column (16) connection device according to claim 1, characterized in that: The reinforcement member (2) comprises: a first reinforcing plate (21), the first reinforcing plate (21) being arranged in the gap (17), the upper end of the first reinforcing plate (21) being fixedly connected to the inner side of the first steel plate (13), and the lower end of the first reinforcing plate (21) being fixedly connected to the inner side of the first steel plate (13); A second reinforcing plate (22), the second reinforcing plate (22) being arranged perpendicularly to the first reinforcing plate (21), one end of the second reinforcing plate (22) being fixedly connected to the first reinforcing plate (21), and the other end of the second reinforcing plate (22) being fixedly connected to the side wall of the third steel plate (15).

3. A device for connecting a concrete cantilever beam (12) and a steel column (16) according to claim 2, characterized in that: Two reinforcement members (2) are symmetrically arranged.

4. A concrete cantilever beam (12) and steel column (16) connection device according to claim 2, characterized in that: Bolts (31) are fixedly provided at the upper end of the first steel plate (13) and the lower end of the second steel plate (14).

5. A device for connecting a concrete cantilever beam (12) and a steel column (16) according to claim 4, characterized in that: A plurality of the bolts (31) are arranged in an array along the horizontal planes of the first steel plate (13) and the second steel plate (14).

6. A concrete cantilever beam (12) and steel column (16) connection device according to claim 1, characterized in that: A first reinforcing rib (32) is provided at an angle between one side of the steel column (16) and the second steel plate (14), and a second reinforcing rib (33) is provided at an angle between the other side of the steel column (16) and the second steel plate (14).

7. A device for connecting a concrete cantilever beam (12) and a steel column (16) according to claim 6, characterized in that: The angle of the first reinforcing rib (32) is greater than the angle of the second reinforcing rib (33).

8. The device for connecting a concrete cantilever beam (12) and a steel column (16) according to claim 1, characterized in that: A connecting plate (34) is fixedly provided at the angle between the second steel plate (14) and the steel column (16).

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