Multidirectional steel support concrete frame node reinforcing structure

Abstract

The utility model belongs to the field of node reinforcement, particularly relates to a multidirectional steel support concrete frame node reinforcement structure, and aims to solve the problem that a building cannot keep better stability and safety when facing external force due to the fact that an existing reinforcement structure cannot form a multidimensional reinforcement system in a concrete frame. The device comprises stand columns and cross beams, and the stand columns and the cross beams form a concrete frame. The first reinforcing assembly is arranged on the stand column and the cross beam and used for reinforcing joints of the stand column and the cross beam. The second reinforcing assembly is arranged on the cross beams and used for enhancing the rigidity between the cross beams. The first reinforcing assembly and the second reinforcing assembly are arranged in a matched mode, a multi-dimensional reinforcing system is formed in the concrete frame, the safety and durability of the whole concrete frame are improved, the overall bearing capacity and anti-seismic performance of the structure are enhanced, and the service life of the concrete frame is prolonged. And the building can keep better stability and safety when facing external force such as wind load and earthquake.

Description

Technical Field

[0001] This utility model relates to the field of node reinforcement technology, and in particular to a node reinforcement structure for multi-directional steel-supported concrete frames. Background Technology

[0002] Multi-directional steel-braced concrete frame joint reinforcement is a design measure aimed at improving the seismic performance, load-bearing capacity, and stability of building structures. It mainly involves adding steel supports in multiple directions at key joints of the concrete frame to enhance the stiffness and strength of the joints, thereby optimizing the performance of the entire frame structure.

[0003] Currently, existing multi-directional steel-braced concrete frame joint reinforcement structures cannot form a multi-dimensional reinforcement system in the concrete frame, resulting in buildings not being able to maintain better stability and safety when faced with external forces such as wind loads and earthquakes. Utility Model Content

[0004] The purpose of this invention is to address the shortcomings of existing technologies that cannot form a multi-dimensional reinforcement system in concrete frames, resulting in buildings not being able to maintain better stability and safety when faced with external forces such as wind loads and earthquakes. The invention proposes a multi-directional steel-braced concrete frame node reinforcement structure.

[0005] In order to achieve the above purpose, the present invention adopts the following technical solutions:

[0006] Multi-directional steel-braced concrete frame joint reinforcement construction includes:

[0007] The column and the beam are provided in four parts, and the four columns and four beams form a concrete frame.

[0008] The first reinforcing component is disposed at the node between the column and the beam and is used to reinforce the node between the two.

[0009] The second reinforcing component is disposed on the crossbeam and is used to enhance the strength and stiffness between the crossbeams.

[0010] In one possible design, the first reinforcing component includes four node fixing plates that are detachably installed at four nodes inside the concrete frame consisting of four columns and four beams. A first steel beam is fixedly installed between the node fixing plates on two symmetrical sides, and a second steel beam is fixedly installed on each of the other two symmetrical node fixing plates.

[0011] In one possible design, the second reinforcing component includes two connecting frames fixedly mounted on one end of two No. 2 steel beams, with reinforcing rods hinged to both ends of the two connecting frames. Each of the four crossbeams has a fixing seat detachably fixed on one side of its inner wall. The two reinforcing rods located on the same connecting frame are hinged to two adjacent fixing seats.

[0012] In one possible design, bolt rods are fixedly installed on the adjacent sides of the two connecting frames. The two bolt rods are arranged alternately vertically. Two through holes are opened alternately vertically on one side of the No. 1 steel beam. The two bolt rods can be detached and inserted into the two through holes respectively. A locking nut is threaded to one end of each bolt rod.

[0013] In one possible design, both the No. 1 and No. 2 steel beams are H-beams.

[0014] In one possible design, the connecting frame and the fixed seat are connected to the reinforcing rod by a pin, and the pin on the connecting frame and the fixed seat is detachable.

[0015] In this application, when it is first used, the required materials that meet the design requirements are prepared. Then the design drawings are reviewed to ensure that all dimensions, materials and installation requirements are accurate. Then the construction site is inspected to ensure that the foundation conditions meet the installation requirements, including flatness, load-bearing capacity, etc.

[0016] Following the design drawings, four columns and four beams were poured to form a concrete frame. Once the pouring was complete and construction was ready, node fixing plates were installed at each column-beam joint. These plates were then securely connected to the inside of the concrete frame using bolts or other fasteners. Next, a first steel beam was installed between the two symmetrical node fixing plates, ensuring its accurate positioning. It was then firmly connected to the node fixing plates using welding or other fixing methods. Second steel beams were then installed on the other two symmetrical node fixing plates, again ensuring their accurate positioning and secure fixing. Finally, connecting brackets were installed at the adjacent ends of the two second steel beams, ensuring their correct positioning and securing them to the second steel beams using welding or other fixing methods. Next, at both ends of the connecting frame, use pins to connect the reinforcing rods to the connecting frame, ensuring that the pins are detachable for subsequent adjustment or disassembly. Then, install fixing seats on one side of the inner wall of the four crossbeams, and use bolts or other fasteners to tightly connect the fixing seats to the crossbeams. Then, connect the two reinforcing rods on the same connecting frame to the two adjacent fixing seats with pins to complete the installation of the reinforcing rods. Then, fix bolt rods on the side of the two connecting frames that are close to each other, ensuring that the bolt rods are staggered vertically to align with the through holes on the No. 1 steel beam. Pass the bolt rods through the through holes on the No. 1 steel beam, and install lock nuts on the other end of the bolt rods. By tightening the lock nuts, the connecting frame, the No. 1 steel beam, and the No. 2 steel beam are firmly connected together, completing the overall structural reinforcement of the concrete frame.

[0017] A comprehensive inspection of the entire multi-directional steel-supported concrete frame was then conducted to ensure that all components were installed correctly, fasteners were secure, and connections were free of cracks or defects. Necessary functional tests, such as load tests, were performed to verify that the load-bearing capacity and stability of the reinforced structure met the design requirements.

[0018] This utility model has the following beneficial effects:

[0019] In this utility model, by setting the first reinforcing component, that is, installing a node fixing plate at the node between the column and the beam, and fixing the No. 1 steel beam and the No. 2 steel beam to connect them, the load-bearing capacity and stability at the node are enhanced, effectively preventing the structure from deforming or being damaged when under stress, thereby improving the safety and durability of the entire concrete frame.

[0020] In this utility model, the setting of the second reinforcing component, namely the installation of a fixing seat on the inner wall of the crossbeam and the hinge connection with the connecting frame and the reinforcing rod, effectively enhances the strength and rigidity between the crossbeams, improves the overall lateral stability and anti-lateral displacement capacity of the concrete frame, and further enhances the overall load-bearing capacity and seismic performance of the structure.

[0021] This invention, through the coordinated arrangement of the first and second reinforcing components, forms a multi-dimensional reinforcement system in the concrete frame, which not only improves the safety and durability of the entire concrete frame, but also enhances the overall load-bearing capacity and seismic performance of the structure, enabling the building to maintain better stability and safety when facing external forces such as wind loads and earthquakes. Attached Figure Description

[0022] Figure 1 This is a schematic diagram of the overall structure of the multi-directional steel-supported concrete frame node reinforcement structure proposed in this utility model.

[0023] Figure 2 This is a schematic diagram of the overall disassembled structure of the multi-directional steel-supported concrete frame node reinforcement structure proposed in this utility model.

[0024] Figure 3 This is a schematic diagram of the second reinforcing component structure of the multi-directional steel-supported concrete frame node reinforcement structure proposed in this utility model.

[0025] Figure 4 This is a schematic diagram of the first reinforcing component of the multi-directional steel-supported concrete frame node reinforcement structure proposed in this utility model.

[0026] In the diagram: 1. Column; 2. Horizontal beam; 3. Node fixing plate; 4. Steel beam No. 1; 5. Steel beam No. 2; 6. Connecting frame; 7. Reinforcing rod; 8. Fixing seat; 9. Bolt rod; 10. Locking nut; 11. Through hole. Detailed Implementation

[0027] The technical solutions in the embodiments of the present invention will be described clearly and completely below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all the embodiments.

[0028] Example 1

[0029] Reference Figure 1-4 Node enhancement construction includes:

[0030] The four columns 1 and four beams 2 are all precast or cast-in-place concrete components. They are poured according to the design drawings to form a concrete frame, ensuring that the connection between the columns 1 and the beams 2 is accurate and laying the foundation for subsequent reinforcement work.

[0031] At each node between column 1 and beam 2, a node fixing plate 3 is installed. The node fixing plate 3 is tightly connected to the node on the inner side of the concrete frame formed by column 1 and beam 2 by bolts or other fastening devices to ensure stability and reliability. A first steel beam 4 is installed between the two symmetrical node fixing plates 3 to ensure that it can span and reinforce the two opposite nodes. On the other two symmetrical node fixing plates 3, a second steel beam 5 is installed respectively, thereby enhancing the load-bearing capacity and stability at the node and effectively preventing the structure from deforming or breaking under stress, thus improving the safety and durability of the entire concrete frame. Both the first steel beam 4 and the second steel beam 5 are H-beams, and their dimensions and installation positions must conform to the design drawings.

[0032] At the two adjacent ends of the No. 2 steel beams 5, connecting frames 6 are installed respectively. The connecting frames 6 are tightly connected to the No. 2 steel beams 5 by welding or other fixing methods to ensure their stability and load-bearing capacity. At both ends of each connecting frame 6, reinforcing rods 7 are hinged. The reinforcing rods 7 are connected to the connecting frame 6 by pins. The pins are detachable for easy installation and adjustment. The other end of the reinforcing rod 7 is hinged to the fixing seat 8 on one side of the inner wall of the adjacent crossbeam 2. Similarly, the fixing seat 8 is also tightly connected to the inner wall of the crossbeam 2 by bolts or other fastening devices. This effectively enhances the strength and rigidity between the crossbeams 2, improves the overall lateral stability and anti-lateral displacement capacity of the concrete frame, and further enhances the overall load-bearing capacity and seismic performance of the structure.

[0033] On the side of the two connecting frames 6 that are close to each other, bolt rods 9 are fixedly installed. The bolt rods are arranged in an alternating manner to ensure alignment with the through holes 11 on the No. 1 steel beam 4.

[0034] This application can be used in the field of multi-directional steel-braced concrete frame joint reinforcement technology, and can also be used in other fields applicable to this application.

[0035] Example 2

[0036] Based on Embodiment 1, Embodiment 2 further includes: a multi-directional steel-supported concrete frame node reinforcement structure, which is applied to the field of multi-directional steel-supported concrete frame node reinforcement structure technology. The bolt rod 9 is passed through the through hole 11 on the No. 1 steel beam 4, and a locking nut 10 is installed at the other end of the bolt rod. By tightening the locking nut 10, the connecting frame 6, the No. 1 steel beam 4 and the No. 2 steel beam 5 are firmly connected together.

[0037] The above is only a preferred specific implementation method of the present invention, but the protection scope of the present invention is not limited to this. Any technician familiar with the technical field within the technical scope disclosed by the present invention can make equivalent replacements or changes based on the technical solution and utility model concept of the present invention, which should be covered by the protection scope of the present invention.

Claims

1. A multi-directional steel-braced concrete frame joint reinforcement structure, characterized in that, include: The columns (1) and beams (2) are provided in four units, and the four columns (1) and four beams (2) form a concrete frame. The first reinforcing component is disposed at the node between the column (1) and the beam (2) and is used to reinforce the node between the two. The second reinforcing component is disposed on the crossbeam (2) and is used to enhance the strength and stiffness between the crossbeams (2).

2. The multi-directional steel-braced concrete frame joint reinforcement structure according to claim 1, characterized in that, The first reinforcing component includes four node fixing plates (3) that are detachably installed at four nodes inside the concrete frame formed by the four columns (1) and the four beams (2). The same No. 1 steel beam (4) is fixed between the node fixing plates (3) on both sides of the opposite side, and No. 2 steel beams (5) are fixed between the other two opposite node fixing plates (3).

3. The multi-directional steel-braced concrete frame joint reinforcement structure according to claim 2, characterized in that, The second reinforcing component includes two connecting frames (6) fixedly installed at one end of the two No. 2 steel beams (5) close to each other. The two ends of the two connecting frames (6) are respectively hinged with reinforcing rods (7). The inner walls of the four crossbeams (2) are detachably fixed with fixing seats (8). The two reinforcing rods (7) located on the same connecting frame (6) are respectively hinged to the two adjacent fixing seats (8).

4. The multi-directional steel-braced concrete frame joint reinforcement structure according to claim 3, characterized in that, Bolt rods (9) are fixedly installed on the side of the two connecting frames (6) that are close to each other. The two bolt rods (9) are arranged in an alternating manner. Two through holes (11) are opened in an alternating manner on one side of the first steel beam (4). The two bolt rods (9) can be detached and inserted into the two through holes (11). One end of the two bolt rods (9) is threaded with a lock nut (10).

5. The multi-directional steel-braced concrete frame joint reinforcement structure according to claim 2, characterized in that, Both the No. 1 steel beam (4) and the No. 2 steel beam (5) are H-beams.

6. The multi-directional steel-braced concrete frame joint reinforcement structure according to claim 3, characterized in that, The connecting frame (6) and the fixed seat (8) are connected to the reinforcing rod (7) by a pin, and the pins on the connecting frame (6) and the fixed seat (8) are detachable.

Images