Fabricated reinforced concrete frame structure beam assembly joint

Abstract

The utility model discloses an assembly type reinforced concrete frame structure beam assembly joint which comprises a stand column, and cross beams are arranged on the two sides of the stand column. Right-angle mounting plates are mounted on the two sides of the stand column respectively, each right-angle mounting plate comprises a transverse plate and a vertical plate, one end of each transverse plate is fixedly connected with the top of the corresponding vertical plate, and the included angle between each transverse plate and the corresponding vertical plate is 90 degrees; the transverse plates are sleeved with first n-shaped plates, and the tops of the two first n-shaped plates make contact with the bottom faces of the two cross beams correspondingly. The vertical plates are sleeved with second n-shaped plates, and the outer side walls of the two second n-shaped plates make contact with the two sides of the stand column correspondingly. Elastic buffer assemblies are mounted between the transverse plate and the cross beam and between the vertical plate and the stand column; a transverse reinforcing rib is fixedly installed between the transverse plate and the vertical plate, and the first n-shaped plate and the second n-shaped plate are both fixedly connected with the transverse reinforcing rib. Stable connection between the cross beam and the stand column can be achieved, the applicability and the bearing capacity of the joint are improved, the anti-pressure capacity of the joint is enhanced, and the service life of the joint is prolonged.

Description

Technical Field

[0001] This utility model relates to the field of building construction technology, and in particular to an assembly node for prefabricated reinforced concrete frame structure beams. Background Technology

[0002] In the field of building construction technology, prefabricated beam-column joints are critical components in frame structures, and their connection performance directly affects the overall integrity, load-bearing capacity, and service life of the entire structure. However, existing prefabricated beam-column joints still have shortcomings in terms of connection reliability, seismic performance, and adaptability to different working conditions. For example, stress concentration and poor compressive strength at some joint locations can easily lead to loosening and damage at the connection points, resulting in a decline in the overall structural performance and affecting the service life of the structure.

[0003] To address this, a prefabricated reinforced concrete frame structure beam assembly node is proposed. Utility Model Content

[0004] The purpose of this utility model is to provide a prefabricated reinforced concrete frame structure beam assembly node, which aims to solve or improve at least one of the above-mentioned technical problems.

[0005] To achieve the above objectives, this utility model provides the following solution: This utility model provides an assembly node for a prefabricated reinforced concrete frame structure beam, including a column, with horizontal beams on both sides of the column; right-angle mounting plates are respectively installed on both sides of the column, the right-angle mounting plates including a horizontal plate and a vertical plate, one end of the horizontal plate being fixedly connected to the top of the vertical plate, and the included angle between the horizontal plate and the vertical plate being 90°;

[0006] The horizontal plate is fitted with a first C-shaped plate, and the tops of the two first C-shaped plates contact the bottom surfaces of the two horizontal beams respectively; the vertical plate is fitted with a second C-shaped plate, and the outer side walls of the two second C-shaped plates contact the two sides of the column respectively.

[0007] Elastic buffer components are installed between the horizontal plate and the horizontal beam, and between the vertical plate and the column; a transverse reinforcing rib is fixedly installed between the horizontal plate and the vertical plate, and the first C-shaped plate and the second C-shaped plate are both fixedly connected to the transverse reinforcing rib.

[0008] The crossbeam, the horizontal plate, and the first U-shaped plate are fixedly connected by fastening bolts. The two vertical plates are detachably connected by fastening components. The second U-shaped plate and the column are both fixedly connected to the fastening components.

[0009] According to the present invention, an assembly node for a prefabricated reinforced concrete frame structure beam is provided. The elastic buffer component includes two rubber blocks. Two rubber blocks are installed on the top of the horizontal plate and the side wall of the vertical plate. There is a gap between the two rubber blocks. A cavity is provided inside the rubber block. Several elastic elements are installed in the cavity. The top of the elastic elements is fixed to the inner top wall of the rubber block, and the bottom is fixed to the inner bottom wall of the rubber block.

[0010] The first C-shaped plate is located within the interval, the second C-shaped plate is located within the interval, and the column, the beam, the horizontal plate and the vertical plate all abut against the outer wall of the rubber block.

[0011] According to the prefabricated reinforced concrete frame structure beam assembly node provided by this utility model, a diagonal support rod is fixedly installed at the end of the horizontal plate away from the vertical plate, and the bottom of the diagonal support rod is fixedly connected to the end of the vertical plate away from the horizontal plate.

[0012] According to the prefabricated reinforced concrete frame structure beam assembly node provided by this utility model, a first through hole is provided on each of the two opposite side walls of the second C-shaped plate, and a second through hole is provided on the vertical plate. The fastening component includes a screw rod, which passes through the first through hole, the second through hole and the column. Nuts are threaded to both ends of the screw rod, and the two nuts respectively abut against the outer walls of the two second C-shaped plates.

[0013] According to the present invention, a prefabricated reinforced concrete frame structure beam assembly node is provided, wherein the elastic element is a spring, and a plurality of the springs are arranged at equal intervals.

[0014] According to the prefabricated reinforced concrete frame structure beam assembly node provided by this utility model, the number of the inclined support rods is two, and the top of the two inclined support rods is fixedly connected to both sides of the bottom surface of the horizontal plate.

[0015] According to the prefabricated reinforced concrete frame structure beam assembly node provided by this utility model, the angle between the inclined support rod and the horizontal plate is 30° to 60°.

[0016] The present invention discloses the following technical effects:

[0017] This utility model achieves a stable connection between the beam and the column by installing right-angle mounting plates on both sides of the column, using the horizontal and vertical plates of the right-angle mounting plates to connect with the beam and the column respectively, and then using the first C-shaped plate, the second C-shaped plate, as well as fastening bolts and fastening components. It is not only easy to install, but also can effectively transfer the load, ensuring the integrity and load-bearing capacity of the frame structure, and greatly improving the safety of the structure.

[0018] The elastic buffer components installed between horizontal plates and beams, and between vertical plates and columns, can buffer and dampen vibrations, reduce stress concentration at joints, enhance the compressive strength of joints, reduce the risk of joint damage, and extend the service life of buildings. At the same time, the elastic buffer components make the right-angle mounting plate connection method adjustable to a certain extent, which can adapt to certain construction errors and improve the applicability of joints.

[0019] The present invention features a horizontal reinforcing rib fixedly installed between the horizontal and vertical plates. At the same time, the first and second C-shaped plates are fixedly connected to the horizontal reinforcing rib, which enhances the structural strength and stability of the right-angle mounting plate itself, and further improves the integrity and stability of the entire assembly node, enabling the node to maintain a good working condition when subjected to various loads.

[0020] This utility model adopts a prefabricated structure, in which each component can be prefabricated in the factory. On-site installation of the nodes can be completed with only simple assembly, which effectively shortens the construction cycle, reduces on-site work, and improves construction efficiency. Attached Figure Description

[0021] To more clearly illustrate the technical solutions in the embodiments of this utility model or the prior art, the drawings used in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0022] Figure 1 This is a schematic diagram of the structure of this utility model;

[0023] Figure 2 for Figure 1 A magnified view of part A in the image;

[0024] Figure 3 for Figure 1 A magnified view of part B in the image;

[0025] Figure 4 This is a schematic diagram of the right-angle mounting plate in this utility model.

[0026] Among them, 1. Column; 2. Horizontal beam; 3. Horizontal plate; 4. Vertical plate; 5. First C-shaped plate; 6. Second C-shaped plate; 7. Horizontal reinforcing rib; 8. Rubber block; 9. Cavity; 10. Elastic element; 11. Diagonal support rod; 12. First through hole; 13. Second through hole; 14. Screw; 15. Nut; 16. Fastening bolt. Detailed Implementation

[0027] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0028] To make the above-mentioned objectives, features and advantages of this utility model more apparent and understandable, the utility model will be further described in detail below with reference to the accompanying drawings and specific embodiments.

[0029] Reference Figures 1-4 This utility model provides an assembly node for a prefabricated reinforced concrete frame structure beam, including a column 1, with a horizontal beam 2 on both sides of the column 1; a right-angle mounting plate is installed on both sides of the column 1, the right-angle mounting plate includes a horizontal plate 3 and a vertical plate 4, one end of the horizontal plate 3 is fixedly connected to the top of the vertical plate 4, and the included angle between the horizontal plate 3 and the vertical plate 4 is 90°.

[0030] A first shaped plate 5 is fitted onto the horizontal plate 3, and the tops of the two first shaped plates 5 are in contact with the bottom surfaces of the two horizontal beams 2 respectively; a second shaped plate 6 is fitted onto the vertical plate 4, and the outer walls of the two second shaped plates 6 are in contact with the two sides of the column 1 respectively.

[0031] Elastic buffer components are installed between the horizontal plate 3 and the horizontal beam 2, and between the vertical plate 4 and the column 1; a transverse reinforcing rib 7 is fixedly installed between the horizontal plate 3 and the vertical plate 4, and the first C-shaped plate 5 and the second C-shaped plate 6 are both fixedly connected to the transverse reinforcing rib 7.

[0032] The crossbeam 2, the horizontal plate 3 and the first C-shaped plate 5 are fixedly connected by fastening bolts 16, the two vertical plates 4 are detachably connected by fastening components, and the second C-shaped plate 6 and the column 1 are fixedly connected to the fastening components.

[0033] With this configuration, the present invention achieves a stable connection between the beam 2 and the column 1 by installing right-angle mounting plates on both sides of the column 1, and connecting the horizontal plate 3 and the vertical plate 4 of the right-angle mounting plates to the beam 2 and the column 1 respectively. In addition, with the first C-shaped plate 5, the second C-shaped plate 6, the fastening bolts 16, and the fastening components, the installation is not only convenient, but also effectively transfers the load, ensuring the integrity and load-bearing capacity of the frame structure, and greatly improving the safety of the structure.

[0034] The elastic buffer assembly installed between the horizontal plate 3 and the horizontal beam 2, and between the vertical plate 4 and the column 1, can play a role in buffering and shock absorption, reduce stress concentration at the joint, enhance the compressive strength of the joint, reduce the risk of joint failure, and extend the service life of the building. At the same time, the elastic buffer assembly makes the right-angle mounting plate connection method adjustable to a certain extent, which can adapt to certain construction errors and improve the applicability of the joint.

[0035] The present invention provides a transverse reinforcing rib 7 fixedly installed between the horizontal plate 3 and the vertical plate 4. At the same time, the first U-shaped plate 5 and the second U-shaped plate 6 are both fixedly connected to the transverse reinforcing rib 7, which enhances the structural strength and stability of the right-angle mounting plate itself, and further improves the integrity and stability of the entire assembly node, so that the node can maintain a good working condition when subjected to various loads.

[0036] This utility model adopts a prefabricated structure, in which each component can be prefabricated in the factory. On-site installation of the nodes can be completed with only simple assembly, which effectively shortens the construction cycle, reduces on-site work, and improves construction efficiency.

[0037] Further optimization of the scheme: the elastic buffer component includes two rubber blocks 8. Two rubber blocks 8 are installed on the top of the horizontal plate 3 and the side wall of the vertical plate 4. There is a gap between the two rubber blocks 8. A cavity 9 is provided inside the rubber block 8. Several elastic elements 10 are installed in the cavity 9. The top of the elastic element 10 is fixed to the inner top wall of the rubber block 8, and the bottom is fixed to the inner bottom wall of the rubber block 8.

[0038] The first C-shaped plate 5 is located within the interval, the second C-shaped plate 6 is located within the interval, and the column 1, beam 2, horizontal plate 3 and vertical plate 4 are all in contact with the outer wall of the rubber block 8.

[0039] Two rubber blocks 8 installed on the top of the horizontal plate 3 and the side wall of the vertical plate 4 form a buffer layer between the horizontal beam 2 and the horizontal plate 3, and between the column 1 and the vertical plate 4. When the node is subjected to load, the rubber blocks 8 will undergo elastic deformation. Since the rubber material has good flexibility and elasticity, it can absorb some of the impact energy and reduce the force directly transmitted to key structural components such as the horizontal beam 2 and the column 1, thereby reducing the stress concentration at the node.

[0040] The cavity 9 inside the rubber block 8 and the several elastic elements 10 installed inside the cavity 9 further enhance the buffering effect. When the rubber block is squeezed or stretched, the spring will also undergo elastic deformation. During the deformation process, the elastic potential energy inside the spring changes, storing some energy. When the load decreases or disappears, the spring will return to its original shape, releasing the stored elastic potential energy and pushing the rubber block to reset. This dual buffering mechanism enables the elastic buffer component to absorb and consume energy more effectively, greatly improving the compressive strength of the node.

[0041] In a further optimized design, a diagonal support rod 11 is fixedly installed at the end of the horizontal plate 3 away from the vertical plate 4, and the bottom of the diagonal support rod 11 is fixedly connected to the end of the vertical plate 4 away from the horizontal plate 3.

[0042] In a further optimized design, a first through hole 12 is provided on each of the two opposite side walls of the second C-shaped plate 6, and a second through hole 13 is provided on the vertical plate 4. The fastening assembly includes a screw 14, which passes through the first through hole 12, the second through hole 13 and the column 1. Nuts 15 are threaded to both ends of the screw 14, and the two nuts 15 abut against the outer walls of the two second C-shaped plates 6 respectively.

[0043] After the screw 14 passes through these holes, the two ends are threaded with nuts 15. By tightening the nuts 15, the screw 14 is tightly connected to the second C-shaped plate 6, the vertical plate 4, and the column 1. The two nuts 15 abut against the outer walls of the two second C-shaped plates 6 respectively, generating sufficient preload to ensure the firmness of the connection. Due to the threaded connection of the screw 14 and nuts 15, when it is necessary to repair the node, replace parts, or perform other operations, it is only necessary to loosen the nuts 15 to pull the screw 14 out of the hole, thereby separating the vertical plate 4 from the column 1. This is convenient and quick, and improves the maintainability and flexibility of the node.

[0044] The design was further optimized by using springs for the elastic element 10, with several springs arranged at equal intervals.

[0045] The scheme is further optimized by adding two diagonal support rods 11. The tops of the two diagonal support rods 11 are fixed to the bottom sides of the horizontal plate 3. The two diagonal support rods 11 can provide stable support force to the horizontal plate 3 from both sides, preventing the horizontal plate 3 from being subjected to eccentric force or torsion when bearing load, and ensuring the force balance and structural stability of the right-angle mounting plate.

[0046] Two diagonal support rods 11 are distributed on both sides of the bottom surface of the horizontal plate 3, which can distribute the load transmitted by the horizontal beam 2 more evenly to the vertical plate 4, avoid local stress concentration, make the stress distribution inside the right-angle mounting plate more reasonable, and improve the overall stability of the node.

[0047] Further optimization of the scheme: the angle between the inclined support rod 11 and the horizontal plate 3 is 30° to 60°, and in this embodiment, it is preferably 45°. According to the principle of mechanics, at this time, the components of force of the inclined support rod 11 in the horizontal and vertical directions are equal, which can achieve the best mechanical balance state, so that the inclined support rod 11 can play a more efficient supporting role, further optimize the transmission path of internal forces of the node, and improve the stability of the structure.

[0048] In the description of this utility model, it should be understood that the terms "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are only for the convenience of describing this utility model and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model.

[0049] Obviously, the above embodiments of this utility model are merely examples for clearly illustrating the present utility model, and are not intended to limit the implementation of the present utility model. For those skilled in the art, other variations or modifications can be made based on the above description. It is neither necessary nor possible to exhaustively list all possible implementations here. Any modifications, equivalent substitutions, and improvements made within the spirit and principles of this utility model should be included within the protection scope of the claims of this utility model.

Claims

1. A prefabricated reinforced concrete frame structure beam assembly joint, characterized in that: Includes a column (1), with crossbeams (2) on both sides of the column (1); right-angle mounting plates are installed on both sides of the column (1), the right-angle mounting plates include a horizontal plate (3) and a vertical plate (4), one end of the horizontal plate (3) is fixed to the top of the vertical plate (4), and the included angle between the horizontal plate (3) and the vertical plate (4) is 90°; The horizontal plate (3) is fitted with a first shaped plate (5), and the tops of the two first shaped plates (5) are respectively in contact with the bottom surfaces of the two horizontal beams (2); the vertical plate (4) is fitted with a second shaped plate (6), and the outer walls of the two second shaped plates (6) are respectively in contact with the two sides of the column (1). Elastic buffer components are installed between the horizontal plate (3) and the horizontal beam (2), and between the vertical plate (4) and the column (1); a transverse reinforcing rib (7) is fixedly installed between the horizontal plate (3) and the vertical plate (4), and the first C-shaped plate (5) and the second C-shaped plate (6) are fixedly connected to the transverse reinforcing rib (7). The crossbeam (2), the horizontal plate (3) and the first U-shaped plate (5) are fixedly connected by fastening bolts (16), the two vertical plates (4) are detachably connected by fastening components, and the second U-shaped plate (6) and the column (1) are fixedly connected to the fastening components.

2. The prefabricated reinforced concrete frame structure beam assembly joint according to claim 1, characterized in that: The elastic buffer assembly includes two rubber blocks (8). Two rubber blocks (8) are installed on the top of the horizontal plate (3) and the side wall of the vertical plate (4). There is a gap between the two rubber blocks (8). A cavity (9) is provided inside the rubber block (8). A plurality of elastic elements (10) are installed in the cavity (9). The top of the elastic element (10) is fixed to the inner top wall of the rubber block (8), and the bottom is fixed to the inner bottom wall of the rubber block (8). The first scalloped plate (5) is located within the interval, the second scalloped plate (6) is located within the interval, and the column (1), the beam (2), the horizontal plate (3) and the vertical plate (4) all abut against the outer wall of the rubber block (8).

3. The prefabricated reinforced concrete frame structure beam assembly joint according to claim 1, characterized in that: An inclined support rod (11) is fixedly installed at one end of the horizontal plate (3) away from the vertical plate (4), and the bottom of the inclined support rod (11) is fixedly connected to the end of the vertical plate (4) away from the horizontal plate (3).

4. The prefabricated reinforced concrete frame structure beam assembly joint according to claim 1, characterized in that: The second C-shaped plate (6) has a first through hole (12) through its two opposite side walls, and the vertical plate (4) has a second through hole (13) through its side walls. The fastening assembly includes a screw (14) through its first through hole (12), the second through hole (13), and the column (1). Nuts (15) are threaded to both ends of the screw (14), and the two nuts (15) abut against the outer walls of the two second C-shaped plates (6).

5. The prefabricated reinforced concrete frame structure beam assembly joint according to claim 2, characterized in that: The elastic element (10) is a spring, and several of the springs are arranged at equal intervals.

6. The prefabricated reinforced concrete frame structure beam assembly joint according to claim 3, characterized in that: There are two inclined support rods (11), and the tops of the two inclined support rods (11) are fixed to the two sides of the bottom surface of the horizontal plate (3).

7. The prefabricated reinforced concrete frame structure beam assembly joint according to claim 3, characterized in that: The angle between the inclined support rod (11) and the horizontal plate (3) is 30° to 60°.

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