Cross beam with reinforcing structure
Through the design of connecting tendons, corner panels, and reinforcement pipes at the end of the beam body, the problem of stress concentration of the beam is solved, the uniform force of the beam and the improvement of the strength of the bending momentum, and simplifying the processing process.
Patent Information
- Application Number
- CN202421106461.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-05-21
- Publication Date
- 2025-01-28
- Estimated Expiration
- 2034-05-21
AI Technical Summary
Existing cross beams are prone to stress concentration when the span is long, resulting in excessive pressure being applied to the welding of the rib plate or corner plate, which increases the overall weight and processing difficulty, and at the same time, the concentrated stress cannot be completely evenly dispersed.
Install the connecting ribs on one end of the beam body, and install an angle panel and reinforcement pipe on the connecting tendon. When these structures are used to connect the vertical beam or vertical architecture through these structures strength.
Through this structural design, the force of the beam becomes uniform, the strength of the bending momentum is significantly improved, and at the same time, the unit weight is the highest, the weight is the lightest at the unit strength, and the processing of the welding process and reinforcement material is the simplest.
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Figure CN222413716U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the field of crossbeams, in particular to a crossbeam with a reinforcement structure. Background Art
[0002] Most of the existing crossbeam door frame structures adopt a simply supported beam structure, that is, it is directly placed on the column and fixed by a pressure plate to prevent displacement. For crossbeams with longer spans, the ends of the crossbeams on the column side are mostly welded and reinforced in the form of rib plates or corner plates, but this is prone to stress concentration, that is, the welding points of the rib plates or the joints of the corner plates are subjected to excessive pressure. If this stress is to be dispersed, it is necessary to increase the number of rib plates or the thickness of the corner plates. This will greatly increase the overall weight of the crossbeam, increase the difficulty of processing and welding processes, and at the same time, the concentrated stress cannot be completely evenly dispersed, that is, there are still concentration points. Utility Model Content
[0003] The technical problem to be solved by the utility model is that the existing crossbeams are prone to stress concentration, that is, the welding points of the rib plates or the connection points of the corner plates are subjected to excessive pressure. If this stress is to be dispersed, it is necessary to increase the number of rib plates or the thickness of the corner plates. This situation will greatly increase the overall weight of the crossbeam, and increase the difficulty of processing and welding processes. At the same time, the concentrated stress cannot be completely and evenly dispersed. The utility model provides a crossbeam with a reinforced structure. By installing a connecting rib plate at one end of the crossbeam body, the crossbeam body is connected to the longitudinal beam or the longitudinal structure while also strengthening the vertical load-bearing strength of the crossbeam body. The added corner plate strengthens the strength of the horizontal angle of the connecting rib plate fixed to the crossbeam body, so that the force is uniform and the bending moment strength of the crossbeam body is strengthened, so as to solve the defects caused by the prior art.
[0004] In order to solve the above technical problems, the utility model provides the following technical solutions:
[0005] In a first aspect, a crossbeam with a reinforcement structure comprises a crossbeam body, wherein either end of the crossbeam body is connected to a connecting rib plate, wherein the connecting rib plate serves to stabilize the crossbeam and is also used to connect with other longitudinal beams or other forms of longitudinal load-bearing structures to serve as a connection;
[0006] A corner joint plate is installed on the connecting rib plate and partially inserted into the beam body. A slot matching the beam body is provided on the corner joint plate. When the connecting rib plate is connected to the longitudinal load-bearing structure, the corner joint plate is used to reinforce and maintain the horizontal relative position of the two load-bearing structures (transverse and longitudinal), that is, to maintain a fixed angle.
[0007] The above-mentioned beam with a reinforcement structure, wherein a pressure plate is installed at one end of the beam body away from the connecting rib plate, and the pressure plate is used to fix the beam to a column or a connecting plane to play a role in stabilizing the connection.
[0008] The above-mentioned beam with a reinforcement structure, wherein a reinforcement tube is installed on the beam body, one end of which is connected to the connecting rib plate and the other end extends to the end of the beam body away from the connecting rib plate, to play a reinforcement role.
[0009] In a second aspect, a crossbeam with a reinforcement structure comprises a crossbeam body, wherein either end of the crossbeam body is connected to a connecting rib plate, wherein the connecting rib plate serves to stabilize the crossbeam and is also used to connect with other longitudinal beams or other forms of longitudinal load-bearing structures to serve as a connection;
[0010] A corner joint plate is installed on the connecting rib plate and partially inserted into the beam body. A slot matching the beam body is provided on the corner joint plate. When the connecting rib plate is connected to the longitudinal load-bearing structure, the corner joint plate is used to reinforce and maintain the horizontal relative position of the two load-bearing structures (transverse and longitudinal), that is, to maintain a fixed angle.
[0011] The above-mentioned crossbeam with a reinforcement structure, wherein the crossbeam body is H-shaped steel.
[0012] In the above-mentioned cross beam with a reinforced structure, the corner plate is inserted into the middle part of the H-shaped steel.
[0013] The above-mentioned beam with a reinforced structure, wherein a pressure plate is installed on the inner wall of either side of the H-shaped steel away from one end of the connecting rib plate, and the pressure plate is used to fix the H-shaped steel on a column or a connecting plane to achieve a stable connection.
[0014] The above-mentioned beam with a reinforcement structure, wherein a reinforcement tube is symmetrically installed on the inner wall of the H-shaped steel on the side where the pressure plate is not provided, to play a balancing role, one end of the reinforcement tube is connected to the connecting rib plate, and the other end extends to the end of the beam body away from the connecting rib plate, and the reinforcement tube plays a reinforcement role.
[0015] The above-mentioned crossbeam with a reinforcement structure, wherein the reinforcement pipe is a square pipe, which is easy to install.
[0016] The bearing point of the cross beam body is located at the longitudinal load-bearing beam structure carried by the connecting rib plate, and the other end of the cross beam body is mounted on the column or mounting surface at the end surface through the pressure plate, and is fixed by the pressure plate to prevent displacement. In this case, the weight of the entire cross beam body will be borne by the simply supported beam structure, and a reinforcement pipe is welded above the load-bearing direction of the cross beam body for reinforcement, which plays a role in dispersing stress and reinforcing the axial bearing capacity of the cross beam body, while strengthening the moment strength of the cross beam body;
[0017] The technical solution provided by the crossbeam with a reinforcement structure according to the utility model has the following technical effects:
[0018] By installing a connecting rib plate at one end of the beam body, the beam body is connected to the longitudinal beam or longitudinal structure while also strengthening the vertical load-bearing strength of the beam body. The added corner plate strengthens the horizontal angle strength of the connecting rib plate to the beam body, making the force uniform and strengthening the bending moment strength of the beam body. At the same time, the added reinforcement pipe is reinforced, which has the highest strength per unit weight and the lightest weight per unit strength of the beam body. At the same time, the welding process and the processing of the reinforcement material are also the simplest. BRIEF DESCRIPTION OF THE DRAWINGS
[0019] Figure 1 This is a structural schematic diagram of a crossbeam with a reinforcement structure of the utility model;
[0020] Figure 2 This is a schematic diagram of the cross-sectional structure of a beam with a reinforcement structure according to the utility model;
[0021] Figure 3 This is the result diagram of conventional load-bearing simulation of H-beam;
[0022] Figure 4 The load-bearing simulation results after adding square tubes to H-shaped steel.
[0023] The reference numerals are as follows:
[0024] Crossbeam body 1, pressing plate 2, connecting rib plate 3, corner plate 4, reinforcement pipe 5. DETAILED DESCRIPTION
[0025] In order to make the technical means, creative features, objectives and effects achieved by the utility model easy to understand, the technical solutions in the embodiments of the utility model are clearly and completely described below in combination with specific illustrations. Obviously, the described embodiments are only part of the embodiments of the utility model, rather than all of the embodiments.
[0026] Based on the embodiments of the present utility model, all other embodiments obtained by ordinary technicians in the field without making any creative work shall fall within the scope of protection of the present utility model.
[0027] It should be noted that the structures, proportions, sizes, etc. illustrated in the drawings in this specification are only used to match the contents disclosed in the specification so that people familiar with this technology can understand and read them. They are not used to limit the conditions under which the present utility model can be implemented, so they have no substantive technical significance. Any structural modification, change in proportional relationship or adjustment of size should still fall within the scope of the technical contents disclosed in the present utility model without affecting the effects and purposes that can be achieved by the present utility model.
[0028] At the same time, the terms such as "upper", "lower", "left", "right", "middle" and "one" cited in this specification are only for the convenience of description and are not used to limit the scope of the implementation of the present utility model. Changes or adjustments to their relative relationships should be regarded as the scope of the implementation of the present utility model without substantially changing the technical content.
[0029] The utility model provides a crossbeam with a reinforced structure, the purpose of which is to install a connecting rib plate at one end of the crossbeam body so that the crossbeam body can be connected to the longitudinal beam or the longitudinal structure while also strengthening the vertical load-bearing strength of the crossbeam body. The added corner plate strengthens the strength of the horizontal angle of the connecting rib plate to the crossbeam body, so that the force is evenly applied and the bending moment strength of the crossbeam body is strengthened.
[0030] First, as Figure 1 As shown, in the first embodiment, a crossbeam with a reinforcement structure comprises a crossbeam body 1, and a connecting rib plate 3 is connected to either end of the crossbeam body 1. The connecting rib plate 3 plays a role in stabilizing the crossbeam and is also used to connect with other longitudinal beams or other forms of longitudinal load-bearing structures to play a connecting role;
[0031] The corner plate 4 is installed on the connecting rib plate 3 and partially inserted into the beam body 1. A slot matching the beam body 1 is provided on the corner plate 4. When the connecting rib plate 3 is connected to the longitudinal load-bearing structure, the corner plate 4 is used to reinforce and maintain the horizontal relative position of the two load-bearing structures (transverse and longitudinal), that is, to maintain a fixed angle.
[0032] The above-mentioned beam with a reinforcement structure, wherein a pressing plate 2 is installed at one end of the beam body 1 away from the connecting rib plate 3, and the pressing plate 2 is used to fix the beam to a column or a connecting plane to play a role in stabilizing the connection.
[0033] In the above-mentioned beam with a reinforcement structure, a reinforcement tube 5 is installed on the beam body 1, with one end connected to the connecting rib plate 3 and the other end extending to the end of the beam body 1 away from the connecting rib plate 3, which plays a reinforcement role.
[0034] Second, as Figure 1-2 As shown, in the second embodiment, a crossbeam with a reinforcement structure comprises a crossbeam body 1, and a connecting rib plate 3 is connected to either end of the crossbeam body 1. The connecting rib plate 3 plays a role in stabilizing the crossbeam and is also used to connect with other longitudinal beams or other forms of longitudinal load-bearing structures to play a connecting role;
[0035] The corner plate 4 is installed on the connecting rib plate 3 and partially inserted into the beam body 1. A slot matching the beam body 1 is provided on the corner plate 4. When the connecting rib plate 3 is connected to the longitudinal load-bearing structure, the corner plate 4 is used to reinforce and maintain the horizontal relative position of the two load-bearing structures (transverse and longitudinal), that is, to maintain a fixed angle.
[0036] In the above-mentioned beam with a reinforced structure, the beam body 1 is an H-shaped steel.
[0037] In the above-mentioned cross beam with a reinforced structure, the corner plate 4 is inserted into the middle part of the H-shaped steel.
[0038] The above-mentioned beam with a reinforced structure, wherein a pressure plate 2 is installed on the inner wall of either side of the H-shaped steel away from one end of the connecting rib plate 3, and the pressure plate 2 is used to fix the H-shaped steel to the column or the connecting plane to play a role in stabilizing the connection.
[0039] The above-mentioned beam with a reinforcement structure, wherein a reinforcement tube 5 is symmetrically installed on the inner wall of the side where the H-shaped steel is not provided with a pressure plate 2, which plays a balancing role. One end of the reinforcement tube 5 is connected to the connecting rib plate 3, and the other end extends to the end of the beam body 1 away from the connecting rib plate 3, and the reinforcement tube 5 plays a reinforcing role.
[0040] In the above-mentioned crossbeam with a reinforcement structure, the reinforcement pipe 5 is a square pipe, which is easy to install.
[0041] Due to the characteristics of H-beam, the cross-sectional shape is more able to withstand the force along the axial direction, that is, the pressure through the center of mass in the X, Y, and Z directions. However, for the eccentric force direction, that is, the force that produces torque, the cross-sectional shape of the H-beam cannot cope well. Compared with the axial force through the center of mass, a torque of an order of magnitude smaller can cause the H-beam to produce a torsional deformation, thereby causing the rectification mechanism to fail under force.
[0042] According to the technical solution provided by the utility model, one side of the H-shaped steel is fixed by the pressing plate 2, the connecting rib plate 3 is welded to the inner side surface and the upper and lower top surfaces of one end of the H-shaped steel, and the corner plate 4 is welded to the end surface of the connecting rib plate 3 close to the side of the H-shaped steel and inserted into the H-shaped steel. The pressing plate 2 presses the H-shaped steel and the ground, and prevents the H-shaped steel from horizontal displacement and vertical warping through friction and pressure. The connecting rib plate 3 not only connects the longitudinal structure, but also strengthens the vertical load-bearing strength of the H-shaped steel. The corner plate 4 strengthens and fixes the connecting rib plate 3 is for the strength of the horizontal angle of the H-shaped steel. The reinforcing pipe 5 is welded from the end face of the H-shaped steel to the side of the connecting rib plate 3. One side is welded to the inner side of the H-shaped steel and the other side is welded to the inner top of the H-shaped steel. This welding method changes the cross-sectional shape of the H-shaped steel, that is, changes the cross-sectional inertia moment of the H-shaped steel. While strengthening the axial force strength through the centroid and dispersing the concentrated stress, it also greatly strengthens the bending moment strength of the H-shaped steel. When the loads on both sides of the H-shaped steel are different, the deformation can be kept small or even not generated.
[0043] In the experiment, the deformation of the beam without the reinforcement tube 5 is 2.2 times greater than that with the reinforcement tube 5. Figure 3-4 As shown in FIG. 1 , the displacement effects of the H-shaped steel without the reinforcement tube 5 and the H-shaped steel with the reinforcement tube 5 under the same stress conditions are respectively produced. Figure 3 The deformation of the maximum deformation point (red part) is 3.81mm. Figure 4 The deformation at the maximum deformation point (red part) is 1.8mm.
[0044] In summary, the utility model is a beam with a reinforced structure, which installs a connecting rib plate at one end of the beam body so that the beam body can be connected to the longitudinal beam or the longitudinal structure while also strengthening the vertical load-bearing strength of the beam body. The added corner plate strengthens the strength of the horizontal angle of the connecting rib plate to the beam body, making the force uniform and strengthening the bending moment strength of the beam body.
[0045] The above describes the specific embodiments of the utility model. It should be understood that the utility model is not limited to the above specific embodiments, and the devices and structures not described in detail should be understood to be implemented in a common manner in the art; those skilled in the art can make various modifications or modifications within the scope of the claims to make some simple deductions, deformations or substitutions, which does not affect the substantive content of the utility model.
Claims
1. A beam with a reinforced structure, characterized in that: It comprises a crossbeam body, and any end of the crossbeam body is connected with a connecting rib plate; A corner plate is installed on the connecting rib plate and partially inserted into the cross beam body. A slot matching the cross beam body is provided on the corner plate.
2. A crossbeam with a reinforcement structure as claimed in claim 1, characterized in that: A pressing plate is installed at one end of the crossbeam body away from the connecting rib plate.
3. The crossbeam with a reinforcement structure according to claim 1, characterized in that: The crossbeam body is provided with a reinforcing tube, one end of which is connected to the connecting rib plate and the other end of which extends to an end of the crossbeam body away from the connecting rib plate.
4. The crossbeam with a reinforcement structure according to claim 1, characterized in that: The crossbeam body is an H-shaped steel.
5. The crossbeam with a reinforcement structure as claimed in claim 4, characterized in that: The corner plate is inserted into the middle part of the H-shaped steel.
6. The crossbeam with a reinforcement structure as claimed in claim 5, characterized in that: A pressure plate is installed on the inner wall of either side of the H-shaped steel away from one end of the connecting rib plate.
7. The crossbeam with a reinforcement structure as claimed in claim 6, characterized in that: A reinforcement tube is symmetrically installed on the inner wall of the H-shaped steel on the side where the pressure plate is not provided, one end of the reinforcement tube is connected to the connecting rib plate, and the other end extends to the end of the beam body away from the connecting rib plate.
8. The crossbeam with a reinforcement structure according to claim 7, characterized in that: The reinforcement tube is a square tube.