Railway light hard cross beam

Abstract

The utility model relates to a railway light hard crossbeam, it includes: two edge columns, the section is H type, the top of edge column is fixed with the top plate, be equipped with the first muscle board between top plate with edge column, crossbeam, install between two edge columns, the section of crossbeam is H type, the bottom of both ends of crossbeam is fixed with the bottom plate, be equipped with the second muscle board between bottom plate with crossbeam, the top plate is fixed on bottom plate through bolt. Through the steel crossbeam of H type is directly fixed on the edge column, utilizes the top plate and the bottom plate to connect both, improves the bending deformation capacity and structural strength of crossbeam again with the muscle board, simple structure, crossbeam dead weight reduces, has reduced construction difficulty and construction cost.

Description

Technical Field

[0001] This utility model relates to the technical field of steel pipe rigid crossbeams, specifically to a lightweight rigid crossbeam for railways. Background Technology

[0002] The rigid overhead contact line structure is an irreplaceable and crucial component of the electrification system. It mainly consists of two parts: columns and beams, and is typically used in stations and sections with multiple parallel lines, spanning multiple tracks. Its structural form and installation quality directly determine the quality of the project construction and operational safety. Traditional rigid overhead contact line structures are complex, heavy, and involve high construction difficulty and cost. Utility Model Content

[0003] Based on the above description, this utility model provides a lightweight rigid crossbeam for railways to solve the problems of complex structure, heavy weight, high construction difficulty and cost in related technologies.

[0004] The technical solution of this utility model to solve the above-mentioned technical problems is as follows: A railway lightweight rigid crossbeam, comprising: two side columns with H-shaped cross sections, a top plate fixed to the top of the side columns, and a first stiffening plate between the top plate and the side columns; a crossbeam installed between the two columns, the crossbeam having H-shaped cross sections, a bottom plate fixed to the bottom of both ends of the crossbeam, a second stiffening plate between the bottom plate and the crossbeam, and the top plate being fixed to the bottom plate by bolts.

[0005] Based on the above technical solution, the present invention can be further improved as follows.

[0006] Furthermore, the base plate is fixed to the flange of the crossbeam.

[0007] Furthermore, there are multiple second stiffening plates, some of which are symmetrically fixed to opposite sides of the web of the crossbeam.

[0008] Furthermore, the second stiffening plate is fixed on the web end face of the crossbeam.

[0009] Furthermore, there are multiple first stiffeners, some of which are symmetrically fixed to the outer side of the wing plate of the side column.

[0010] Furthermore, the first stiffening plate is symmetrically fixed on both ends of the wing plate of the side column.

[0011] Furthermore, multiple bolts are symmetrically arranged on both sides of the web of the crossbeam and located between the two second stiffening plates.

[0012] Furthermore, an anti-vibration pad is installed between the top plate and the bottom plate, and the top plate and the bottom plate are connected by a fixing plate.

[0013] Furthermore, the fixing plate is L-shaped, with one end resting on the base plate and the other end attached to the outer side of the top plate, the anti-vibration pad, and the base plate. The bolts are respectively installed at both ends of the fixing plate.

[0014] Furthermore, the top plate has a U-shaped cross-section, and the bolt hole of the fixing piece near one end of the top plate is strip-shaped.

[0015] Compared with the prior art, the technical solution of this application has the following beneficial technical effects: By directly fixing the H-shaped steel beam to the side column, connecting the two with the top and bottom plates, and then using stiffening plates to improve the beam's resistance to bending deformation and structural strength, the structure is simple, the beam's self-weight is reduced, and the construction difficulty and cost are lowered. Attached Figure Description

[0016] Figure 1 A schematic diagram of the overall structure of the railway lightweight rigid crossbeam provided in an embodiment of this utility model; Figure 2 A front view of the crossbeam provided in an embodiment of this utility model; Figure 3 A bottom view of the crossbeam provided in an embodiment of this utility model; Figure 4 A bottom view of the side column provided in an embodiment of this utility model; Figure 5 A schematic diagram of the connection structure between the crossbeam and the side column provided in an embodiment of this utility model.

[0017] The attached diagram lists the components represented by each number as follows: 1. Side column; 2. Top plate; 3. First stiffening plate; 4. Horizontal beam; 5. Bottom plate; 6. Second stiffening plate; 7. Bolt; 8. Seismic pad; 9. Fixing plate. Detailed Implementation

[0018] To facilitate understanding of this application, a more complete description will be provided below with reference to the accompanying drawings, which illustrate embodiments of the present application. However, the present application can be implemented in many different forms and is not limited to the embodiments described herein. Rather, these embodiments are provided so that the disclosure of this application will be thorough and complete.

[0019] This utility model provides a lightweight rigid crossbeam for railways, which can solve the problems of complex structure, heavy weight, high construction difficulty and cost in related technologies.

[0020] See Figures 1-5As shown in the figure, a lightweight rigid crossbeam for railways provided by this utility model includes: two side columns 1 with H-shaped cross-sections, a top plate 2 fixed to the top of each side column 1, and a first stiffening plate 3 between the top plate 2 and the side column 1; and a crossbeam 4 installed between the two side columns 1, the crossbeam 4 also having an H-shaped cross-section, a bottom plate 5 fixed to both ends of the crossbeam 4, and a second stiffening plate 6 between the bottom plate 5 and the crossbeam 4. The top plate 2 is fixed to the bottom plate 5 by bolts 7. By directly fixing the H-shaped steel crossbeam 4 to the side columns 1, connecting the two using the top plate 2 and the bottom plate 5, and using stiffening plates to improve the crossbeam's resistance to bending deformation and structural strength, the structure is simple, the crossbeam's self-weight is reduced, and the construction difficulty and cost are lowered.

[0021] See 2 and Figure 3 As shown, in some embodiments, the base plate 5 is fixed to the flange of the crossbeam 4. The contact area between the flange and the base plate 5 is large, which helps to disperse the local stress on the crossbeam 4 and improve the structural strength.

[0022] See 2 and Figure 3 As shown, in some embodiments, there are multiple second stiffening plates 6, some of which are symmetrically fixed to opposite sides of the web of the crossbeam 4, enhancing the load-bearing capacity, stiffness and stability of the crossbeam 4, while also serving as a connection and reinforcement function.

[0023] See 2 and Figure 3 As shown, in some embodiments, the second stiffening plate 6 is fixed on the web end face of the crossbeam 4 to improve the crossbeam 4's resistance to bending deformation and increase structural stability.

[0024] See 2 and Figure 3 As shown, in some embodiments, there are multiple first stiffening plates 3, some of which are symmetrically fixed to the outer side of the wing plate of the side column 1 to enhance the load-bearing capacity, stiffness and stability of the side column 1, and also play a role in connection and reinforcement.

[0025] As shown in Figure 4, in some embodiments, the first stiffening plate 3 is symmetrically fixed on both ends of the wing plate of the side column 1 to improve the bending deformation resistance of the side column 1 and increase the structural stability.

[0026] See 2 and Figure 3 As shown, in some embodiments, multiple bolts 7 are symmetrically arranged on both sides of the web of the crossbeam 4 and located between the two second stiffening plates 6, which improves the connection strength of the structure and ensures that the bottom plate 5 and the top plate 2 are subjected to uniform force.

[0027] Referring to Figure 5, in some embodiments, an anti-vibration pad 8 is installed between the top plate 2 and the bottom plate 5. The top plate 2 and the bottom plate 5 are connected by a fixing piece 9. The anti-vibration pad 8 can absorb the vibration of the crossbeam 4, improve the seismic resistance of the steel crossbeam, and extend its service life.

[0028] Referring to Figure 5, in some embodiments, the fixing plate 9 is L-shaped, with one end of the fixing plate 9 resting on the base plate 5 and the other end attached to the outer side of the top plate 2, the anti-vibration pad 8, and the base plate 5. The bolts 7 are respectively installed at both ends of the fixing plate 9 to ensure the connection strength of the structure.

[0029] As shown in Figure 5, in some embodiments, the top plate 2 has a U-shaped cross section, and the bolt hole of the fixing piece 9 near one end of the top plate 2 is strip-shaped. The bolt 7 can move within the strip-shaped hole, reserving space for the vibration of the crossbeam 4 and reducing damage to the rigid connection.

[0030] Unless otherwise defined, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs. The terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the application.

[0031] It is understood that spatial relation terms such as "below," "under," "below," "below," "above," "above," etc., can be used here to describe the relationship between one element or feature shown in the figure and other elements or features. It should be understood that, in addition to the orientation shown in the figure, spatial relation terms also include different orientations of the device in use and operation. For example, if the device in the figure is flipped, the element or feature described as "below" or "below" of the other element or feature will be oriented "above" the other element or feature. Therefore, the exemplary terms "below" and "below" can include both upper and lower orientations. Furthermore, the device may also include other orientations (e.g., rotated 90 degrees or other orientations), and the spatial descriptive terms used herein will be interpreted accordingly.

[0032] It should be noted that when one element is considered to be "connected" to another element, it can be directly connected to the other element or connected to the other element through an intermediary element. In the following embodiments, "connection" should be understood as "electrical connection," "communication connection," etc., if the connected circuits, modules, units, etc., have the transmission of electrical signals or data between them.

[0033] When used herein, the singular forms of “a,” “an,” and “the” may also include the plural forms unless the context clearly indicates otherwise. It should also be understood that the terms “comprising,” “including,” or “having,” etc., specify the presence of the stated feature, whole, step, operation, component, part, or combination thereof, but do not preclude the possibility of the presence or addition of one or more other features, wholes, steps, operations, components, parts, or combinations thereof.

[0034] The above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A lightweight rigid crossbeam for railways, characterized in that, It includes: Two side columns (1) with H-shaped cross sections, a top plate (2) is fixed to the top of the side column (1), and a first stiffening plate (3) is provided between the top plate (2) and the side column (1). A crossbeam (4) is installed between two side columns (1). The crossbeam (4) has an H-shaped cross section. A base plate (5) is fixed at the bottom of both ends of the crossbeam (4). A second stiffening plate (6) is provided between the base plate (5) and the crossbeam (4). The top plate (2) is fixed to the base plate (5) by bolts (7).

2. The railway lightweight rigid crossbeam according to claim 1, characterized in that: The base plate (5) is fixed to the flange of the crossbeam (4).

3. The railway lightweight rigid crossbeam according to claim 2, characterized in that: There are multiple second stiffening plates (6), some of which are symmetrically fixed to opposite sides of the web of the crossbeam (4).

4. The railway lightweight rigid crossbeam according to claim 3, characterized in that: The second stiffening plate (6) is fixed on the web end face of the crossbeam (4).

5. The railway lightweight rigid crossbeam according to claim 1, characterized in that: There are multiple first stiffeners (3), some of which are symmetrically fixed to the outer side of the wing plate of the side column (1).

6. The railway lightweight rigid crossbeam according to claim 5, characterized in that: The first stiffening plate (3) is symmetrically fixed on both ends of the wing plate of the side column (1).

7. The railway lightweight rigid crossbeam according to claim 1, characterized in that: Multiple bolts (7) are symmetrically arranged on both sides of the web of the crossbeam (4) and located between the two second stiffening plates (6).

8. The railway lightweight rigid crossbeam according to claim 1, characterized in that: An anti-vibration pad (8) is installed between the top plate (2) and the bottom plate (5), and the top plate (2) and the bottom plate (5) are connected by a fixing piece (9).

9. The railway lightweight rigid crossbeam according to claim 8, characterized in that: The fixing plate (9) is L-shaped. One end of the fixing plate (9) is placed on the base plate (5), and the other end is attached to the outside of the top plate (2), the anti-vibration pad (8) and the base plate (5). The bolts (7) are respectively installed on both ends of the fixing plate (9).

10. The railway lightweight rigid crossbeam according to claim 9, characterized in that: The top plate (2) has a U-shaped cross section, and the bolt hole of the fixing piece (9) near the end of the top plate (2) is strip-shaped.

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