High-speed rail traction beam web reinforcing structure

Abstract

The utility model provides a web reinforcing structure of a traction beam of a high-speed rail, which belongs to the technical field of vehicle body steel structures and comprises a traction beam, a lower cover plate, a partition plate, a connecting piece, a reinforcing rib and a reinforcing piece. The side plates of the connecting piece are welded to the back faces of the webs, the connecting area of the connecting piece and the webs can be guaranteed, two sets of included angles are formed at the bent positions of the side plates, the side plates of the connecting piece are not prone to deformation when bearing shear loads and bending loads of the beam, the local rigidity of the web of the traction beam is improved, and supporting is provided through the strength and rigidity of the connecting piece. The reinforcing ribs are welded to the front faces of the web plates, the supporting capacity of the web plates is enhanced by restraining the edges, the reinforcing ribs and the reinforcing pieces can be connected with the upper wing plate and the lower wing plate, therefore, transverse displacement of the web plates is limited, and the supporting capacity of the web plates is improved.

Description

Technical Field

[0001] This utility model relates to the field of vehicle body steel structure technology, and in particular to a web reinforcement structure for high-speed railway traction beams. Background Technology

[0002] The car body steel structure is an important component of the train, and the traction beam is an important part of the car body steel structure. During the operation of the car body, the traction beam not only transmits traction and braking forces to the coupler, but also bears the forces of various equipment loads and horizontal longitudinal and lateral impact loads during traction. Therefore, the traction beam must have sufficient strength and rigidity to meet the requirements of relevant technical standards and ensure the safety and stability of train operation.

[0003] In actual use, the following shortcomings have been found in the existing high-speed rail traction beams:

[0004] In order to enable the coupler to rotate left and right, the end of the traction beam where the coupler is installed is opened into a trumpet shape. After the end is bent, the strength is reduced, and the overall buckling phenomenon of the web is mainly concentrated in the bending-shear-torsion segment near the fixed end. When torsional failure occurs, the overall buckling phenomenon of the web is mainly concentrated in the bending-torsion segment at the mid-span. The buckling of the beam web leads to a decrease in the overall strength of the beam.

[0005] Therefore, this application provides a web reinforcement structure for high-speed railway traction beams to meet the requirements. Utility Model Content

[0006] The purpose of this utility model is to solve the problems existing in the above-mentioned background technology and to propose a web reinforcement structure for high-speed railway traction beams.

[0007] To solve the above-mentioned technical problems, this utility model provides the following technical solution:

[0008] A web reinforcement structure for a high-speed railway traction beam includes: a traction beam, a lower cover plate, a partition plate, a connector, reinforcing ribs, and stiffeners. The traction beam is composed of a web and flanges. The web is located in the middle of the traction beam, and flanges are welded to the upper and lower ends of the web. The lower cover plate is welded to the traction beam, and a partition plate is welded to the upper end of the lower cover plate. A connector is welded to the inner end of the traction beam, and a side plate is provided on the side of the connector. Reinforcing ribs are welded to the side of the traction beam, and stiffeners are welded to the side of the reinforcing ribs.

[0009] Preferably, the traction beam is made of two channel steels, and the ends of the traction beam are opened into a flared shape.

[0010] Preferably, the partition is vertically installed on the inner side of the traction beam, and the left and right ends of the partition are welded to the back of the web.

[0011] Preferably, the connector is installed laterally at the end of the traction beam, and the side plate of the connector is welded to the back of the web plate.

[0012] Preferably, the side plate of the connector is trapezoidal, and the bend of the side plate forms two sets of included angles.

[0013] Preferably, the reinforcing rib is vertically mounted on the front of the web and is located on the inner side of the wing plate.

[0014] Preferably, the reinforcing member is provided in two sets, and the two sets of reinforcing members are respectively welded to the upper and lower corners of the reinforcing rib.

[0015] Preferably, the stiffener is L-shaped, and the stiffener extends outward and is welded to the connection between the web and the wing plate. The other end of the stiffener is laterally attached to the surface of the wing plate and extends to the edge of the wing plate.

[0016] Compared with the prior art, this utility model has at least the following beneficial effects:

[0017] In the above scheme, the connector is installed laterally at the end of the traction beam, and the side plate of the connector is welded to the back of the web plate, which can ensure the connection area with the web plate. The bend of the side plate forms two sets of included angles, which makes the side plate of the connector less prone to deformation when bearing the shear load and bending load of the beam. This increases the local stiffness of the web plate of the traction beam and provides support through its own strength and stiffness, thereby reducing the possibility of web plate buckling due to local instability at the traction port of the traction beam coupler.

[0018] In the above scheme, reinforcing ribs are welded to the front of the web, and stiffeners are welded to the corners of the upper and lower ends of the reinforcing ribs. The two sets of stiffeners can be welded and fixed to the flanges. The web's support capacity is enhanced by constraining the edges. The other end of the stiffeners is laterally attached to the surface of the flange and extends to the edge of the flange. At the edge, the reinforcing ribs and stiffeners can be connected to the upper and lower flanges, thereby restricting the lateral displacement of the web and improving its support capacity. Attached Figure Description

[0019] The accompanying drawings, which are incorporated herein and form part of the specification, illustrate embodiments of the present disclosure and, together with the specification, further serve to explain the principles of the present disclosure and enable those skilled in the art to implement and use the present disclosure.

[0020] Figure 1 This is a schematic diagram of the overall structure of this utility model;

[0021] Figure 2 This is a schematic diagram of the connecting component structure of this utility model;

[0022] Figure 3 For the present utility model Figure 1Enlarged structural diagram at point A;

[0023] Figure 4 This is a schematic diagram of the specific connection structure between the reinforcing ribs and the stiffeners of this utility model.

[0024] [Figure Labels]

[0025] 1-Traction beam; 2-Lower cover plate; 3-Partition plate; 4-Connector; 5-Reinforcing rib; 6-Strengthening component; 101-Web plate; 102-Wing plate; 401-Side plate.

[0026] As shown in the figure, specific structures and devices are marked in the figure to clearly illustrate the structure of the embodiments of this utility model. However, this is only for illustrative purposes and is not intended to limit this utility model to the specific structure, device and environment. According to specific needs, those skilled in the art can adjust or modify these devices and environments, and such adjustments or modifications are still included in the scope of the appended claims. 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] In the description of this utility model, it should be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", etc., indicating the orientation or positional relationship are based on the orientation or positional relationship shown in the accompanying drawings, and are only for the convenience of describing this utility model and simplifying the description, and are not intended to indicate or imply that the device or component referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of this utility model.

[0029] like Figure 1 , Figure 2 , Figure 3 and Figure 4The embodiment of this utility model provides a web reinforcement structure for a high-speed railway traction beam, comprising: a traction beam 1, a lower cover plate 2, a partition plate 3, a connector 4, reinforcing ribs 5, and stiffeners 6. The traction beam 1 is composed of a web plate 101 and a flange plate 102. The web plate 101 is provided in the middle of the traction beam 1, and flange plates 102 are welded to the upper and lower ends of the web plate 101. The lower cover plate 2 is welded and installed on the traction beam 1, and a partition plate 3 is welded to the upper end of the lower cover plate 2. A connector 4 is welded to the inner end of the traction beam 1, and a side plate 401 is provided on the side of the connector 4. Reinforcing ribs 5 are welded to the side of the traction beam 1, and stiffeners 6 are welded to the side of the reinforcing ribs 5.

[0030] In this embodiment, the traction beam 1 is made of two channel steels, and the ends of the traction beam 1 are opened into a flared shape.

[0031] In this embodiment, the partition 3 is vertically installed on the inner side of the traction beam 1, and the left and right ends of the partition 3 are welded to the back of the web plate 101.

[0032] In this embodiment, the connector 4 is installed laterally at the end of the traction beam 1, and the side plate 401 of the connector 4 is welded to the back of the web plate 101, which can ensure the connection area with the web plate 101, increase the local stiffness of the web plate 101 of the traction beam 1, and provide support through its own strength and stiffness, thereby reducing the possibility of buckling of the web plate 101 due to local instability at the coupler traction port of the traction beam 1.

[0033] In this embodiment, the side plate 401 of the connector 4 is trapezoidal, and the bend of the side plate 401 forms two sets of included angles, so that the side plate 401 of the connector 4 is not easily deformed when bearing the shear load and bending load of the beam.

[0034] In this embodiment, the reinforcing rib 5 is vertically installed on the front of the web plate 101, and the reinforcing rib 5 is located on the inner side of the wing plate 102.

[0035] In this embodiment, two sets of reinforcing members 6 are provided, and the two sets of reinforcing members 6 are respectively welded to the upper and lower corners of the reinforcing rib 5. The two sets of reinforcing members 6 can be welded and fixed to the wing plate 102, thereby strengthening the supporting capacity of the web plate 101 by constraining the edges.

[0036] In this embodiment, the stiffener 6 is L-shaped and extends outward to be welded to the connection between the web 101 and the wing plate 102. The other end of the stiffener 6 is laterally attached to the surface of the wing plate 102 and extends to the edge of the wing plate 102. At the edge, the reinforcing rib 5 and the stiffener 6 can be connected to the upper and lower wing plates 102, thereby restricting the lateral displacement of the web 101 and improving its support capacity.

[0037] This utility model encompasses any substitutions, modifications, equivalent methods, and solutions made within the spirit and scope of this utility model. To provide the public with a thorough understanding of this utility model, specific details are described in detail in the following preferred embodiments; however, those skilled in the art will fully understand this utility model even without these detailed descriptions. Furthermore, to avoid unnecessary confusion regarding the essence of this utility model, well-known methods, processes, procedures, components, and circuits are not described in detail.

[0038] The above description is only a preferred embodiment of the present utility model. It should be noted that for those skilled in the art, several improvements and modifications can be made without departing from the principle of the present utility model, and these improvements and modifications should also be considered within the protection scope of the present utility model.

Claims

1. A web reinforcement structure for a high-speed railway traction beam, characterized in that, include: The traction beam (1), lower cover plate (2), partition plate (3), connector (4), reinforcing rib (5) and stiffener (6) are provided. The traction beam (1) is composed of a web plate (101) and a wing plate (102). The web plate (101) is provided in the middle of the traction beam (1). The wing plate (102) is welded to the upper and lower ends of the web plate (101). The lower cover plate (2) is welded to the traction beam (1). The partition plate (3) is welded to the upper end of the lower cover plate (2). The connector (4) is welded to the inner end of the traction beam (1). The side plate (401) is provided on the side of the connector (4). The reinforcing rib (5) is welded to the side of the traction beam (1). The stiffener (6) is welded to the side of the reinforcing rib (5).

2. The web reinforcement structure for high-speed railway traction beams according to claim 1, characterized in that: The traction beam (1) is made of two channel steels, and the ends of the traction beam (1) are opened into a trumpet shape.

3. The web reinforcement structure for high-speed railway traction beams according to claim 1, characterized in that: The partition (3) is vertically installed on the inner side of the traction beam (1), and the left and right ends of the partition (3) are welded to the back of the web plate (101).

4. The web reinforcement structure for high-speed railway traction beams according to claim 1, characterized in that: The connector (4) is installed laterally at the end of the traction beam (1), and the side plate (401) of the connector (4) is welded to the back of the web plate (101).

5. The web reinforcement structure for high-speed railway traction beams according to claim 1, characterized in that: The side plate (401) of the connector (4) is trapezoidal, and the bend of the side plate (401) forms two sets of included angles.

6. The web reinforcement structure for high-speed railway traction beams according to claim 1, characterized in that: The reinforcing rib (5) is vertically installed on the front of the web plate (101), and the reinforcing rib (5) is located on the inner side of the wing plate (102).

7. The web reinforcement structure for high-speed railway traction beams according to claim 1, characterized in that: The reinforcing member (6) is provided in two sets, and the two sets of reinforcing members (6) are respectively welded to the upper and lower corners of the reinforcing rib (5).

8. The web reinforcement structure for high-speed railway traction beams according to claim 1, characterized in that: The stiffener (6) is L-shaped and extends outward to be welded to the connection between the web (101) and the wing plate (102). The other end of the stiffener (6) is laterally attached to the surface of the wing plate (102) and extends to the edge of the wing plate (102).

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