Reinforced bridge

By forming a combination of reinforcement ribs at the bends of the bottom plate and side plates of the bridge tray, the problem of insufficient strength at the existing bridge tray connection is solved, which significantly improves the strength and reduces the cost.

CN222953665UActive Publication Date: 2025-06-06SHENZHEN WANAN IND CO LTD
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Patent Information

Application Number
CN202421810929.6
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-07-27
Publication Date
2025-06-06
Estimated Expiration
2034-07-27

AI Technical Summary

Technical Problem

The strength at the connection between the base plate and the side plate of the existing bridge frame is insufficient, making it difficult to meet the high-strength needs.

Method used

By forming the first reinforcement rib at the bends of the bottom plate and the side plate, and forming the second reinforcement rib and the third reinforcement rib on the bottom plate, the second and third reinforcement ribs are connected with the first reinforcement rib to form a combined reinforcement rib.

Benefits of technology

The strength at the bends of the bottom plate and side plate is significantly increased, avoiding excessive stretching of the reinforcement ribs at the bend, reducing the number of parts and reducing costs.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to a reinforced bridge which comprises a bottom plate and two side plates, the bottom plate and the side plates are integrally bent and formed through a metal plate, first reinforcing ribs are further formed at the bent positions of the bottom plate and the side plates, second reinforcing ribs are formed on the bottom plate, third reinforcing ribs are formed on the side plates, and the first reinforcing ribs and the second reinforcing ribs are integrally formed through metal plates. The second reinforcing rib and the third reinforcing rib are both communicated with the first reinforcing rib. The first reinforcing rib, the second reinforcing rib and the third reinforcing rib form a combined reinforcing rib, and the strength of the bent positions of the bottom plate and the side plates can be remarkably improved; and the depths of the first reinforcing rib, the second reinforcing rib and the third reinforcing rib can be designed to be shallower, so that the reinforcing ribs are prevented from being excessively wrinkled and even broken when being stretched at the bent parts of the bottom plate and the side plates.
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Description

Technical Field

[0001] The present application relates to the technical field of bridge frames, and in particular to a reinforced bridge frame. Background Art

[0002] A cable tray is a support structure for laying wires and cables, and is commonly used in commercial buildings, industrial facilities, offices, hospitals, etc. Cable trays can organize wires and cables into a neat, easy-to-manage layout, while providing protection and isolation from dust, and have the advantage of being easy to maintain.

[0003] Common cable trays include trough-type cable trays and tray-type cable trays. For example, a Chinese patent application with publication number CN105257909A discloses a cable tray including a bottom plate and two side plates. The bottom plate and the side plates can be formed by integrally bending sheet metal or by assembly and welding. Reinforcing ribs are provided on the bottom plate and the side plates to enhance the strength of the bottom plate and the side plates. However, the strength of the connection between the bottom plate and the side plates is still insufficient and needs to be improved. Utility Model Content

[0004] In order to solve the technical problem of insufficient strength at the connection between the bottom plate and the side plates of the existing bridge frame, the utility model provides a reinforced bridge frame.

[0005] The technical solution provided in the present application is as follows: a reinforced bridge frame, comprising a bottom plate and two side plates, wherein the bottom plate and the side plates are formed by integrally bending sheet metal, and first reinforcing ribs are also formed at the bending parts of the bottom plate and the side plates, a second reinforcing rib is formed on the bottom plate, and a third reinforcing rib is formed on the side plates, and the second and third reinforcing ribs are both connected to the first reinforcing ribs.

[0006] By adopting the above-mentioned technical scheme, the present application forms a first reinforcing rib at the bending part of the bottom plate and the side plate, a second reinforcing rib is formed on the bottom plate, and a third reinforcing rib is formed on the side plate. The second reinforcing rib and the third reinforcing rib are both connected with the first reinforcing rib to form a combined reinforcing rib, which can significantly increase the strength of the bending part of the bottom plate and the side plate; and the depth of the first reinforcing rib, the second reinforcing rib and the third reinforcing rib can be designed to be shallower to avoid excessive wrinkling or even rupture of the reinforcing ribs at the bending part of the bottom plate and the side plate.

[0007] Preferably, the first reinforcing rib is in an arc shape and extends for a distance along the length direction of the bridge.

[0008] Preferably, the second reinforcing rib and the third reinforcing rib have the same shape.

[0009] Preferably, the second reinforcing rib and the third reinforcing rib are both trapezoidal in shape.

[0010] Preferably, the closer the second reinforcing rib is to the bending part of the bottom plate and the side plate, the greater the depth of the second reinforcing rib is.

[0011] Preferably, a flared opening is provided at the end of one end of the bridge frame for plugging and splicing two adjacent bridge frames to extend each other.

[0012] By adopting the above technical solution, it is no longer necessary to set connecting plates between the bridge frames, which can reduce the number of parts and reduce costs.

[0013] Preferably, a first connecting hole is provided on the side plate at the expansion joint, and a second connecting hole is correspondingly provided on the side plate at the other end of the bridge frame opposite to the expansion joint, and the two bridge frames spliced ​​to each other are connected and fixed by fasteners provided at the first connecting hole and the second connecting hole.

[0014] Preferably, one of the first connecting hole and the second connecting hole is a horizontal waist-shaped hole, and the other is a vertical waist-shaped hole.

[0015] By adopting the above technical solution, the two bridge frames can be fine-tuned in length and height, which is more convenient for on-site assembly. After the adjustment is completed, they can be locked with fasteners.

[0016] Preferably, the bottom plate is further provided with a fourth reinforcing rib for enhancing the strength of the bottom plate, and the side plate is further provided with a fifth reinforcing rib for enhancing the strength of the side plate.

[0017] Preferably, the first reinforcing ribs, the second reinforcing ribs and the third reinforcing ribs are provided in plural numbers and are arranged in an array along the length direction of the bridge frame.

[0018] In summary, the present application includes at least one of the following beneficial technical effects:

[0019] 1. The first reinforcing rib, the second reinforcing rib and the third reinforcing rib of the present application form a combined reinforcing rib, which can significantly increase the strength of the bending parts of the bottom plate and the side plate;

[0020] 2. The depth of the first, second and third reinforcing ribs can be designed to be shallow to avoid excessive wrinkling or even rupture of the reinforcing ribs at the bends of the bottom plate and the side plate;

[0021] 3. When the bridge is spliced ​​and extended, it is no longer necessary to set connecting plates between the bridges, which can reduce the number of parts and reduce costs. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] Figure 1 is a front perspective view of an embodiment of the reinforced bridge frame described in the present application;

[0023] Figure 2 yes Figure 1 Enlarged view of point A in the middle;

[0024] Figure 3 is a back perspective view of an embodiment of the reinforced bridge frame described in the present application;

[0025] Figure 4 yes Figure 3 Enlarged view of point B in the middle;

[0026] Figure 5 is a top view of an embodiment of the reinforced bridge frame described in the present application;

[0027] Figure 6 yes Figure 5 Middle CC section view;

[0028] Figure 7 yes Figure 6 Enlarged view of point D in the middle;

[0029] Figure 8 It is a schematic diagram of the action of mutually splicing the reinforced bridge frames described in the present application;

[0030] Fig. 9 It is a schematic diagram of the state of the reinforced bridge frame after splicing described in this application.

[0031] Explanation of the reference numerals: 100, bridge frame; 1, bottom plate; 11, second reinforcing rib; 12, fourth reinforcing rib; 2, side plate; 21, third reinforcing rib; 22, first connecting hole; 23, second connecting hole; 24, fifth reinforcing rib; 3, first reinforcing rib; 4, flaring. DETAILED DESCRIPTION

[0032] The following is combined with Figure 1-Figure 9 This application is described in further detail.

[0033] Reference Figures 1 to 4 The embodiment of the present application discloses a reinforced bridge frame 100, including a bottom plate 1 and two side plates 2, wherein the bottom plate 1 and the side plates 2 are formed by integrally bending sheet metal, and a first reinforcing rib 3 is also formed at the bending portion of the bottom plate 1 and the side plates 2, a second reinforcing rib 11 is formed on the bottom plate 1, and a third reinforcing rib 21 is formed on the side plates 2, and both the second reinforcing rib 11 and the third reinforcing rib 21 are connected to the first reinforcing rib 3.

[0034] In this embodiment, the first reinforcing ribs 3, the second reinforcing ribs 11 and the third reinforcing ribs 21 are provided in a plurality and arranged in an array along the length direction of the bridge 100. The sizes of the first reinforcing ribs 3, the second reinforcing ribs 11 and the third reinforcing ribs 21 and the spacing of the array need to be adjusted according to the actual size of the bridge 100.

[0035] Reference Figure 2 and Figure 4, the first reinforcing rib 3 is in an arc shape and extends a certain distance along the length direction of the bridge frame 100. Properly lengthening the length of the first reinforcing rib 3 can increase the effect of the first reinforcing rib 3. The second reinforcing rib 11 and the third reinforcing rib 21 have the same shape, forming a symmetrical structure, which has a beautiful appearance and a more balanced reinforcement effect. Specifically, the second reinforcing rib 11 and the third reinforcing rib 21 are both in a trapezoidal shape. The closer the second reinforcing rib 11 is to the bend of the bottom plate 1 and the side plate 2, the greater the depth is, which has a transition effect, is easier to process, and is not easy to wrinkle.

[0036] The present application has a first reinforcing rib 3 formed at the bending part of the bottom plate 1 and the side plate 2, a second reinforcing rib 11 formed on the bottom plate 1, and a third reinforcing rib 21 formed on the side plate 2. The second reinforcing rib 11 and the third reinforcing rib 21 are both connected to the first reinforcing rib 3 to form a combined reinforcing rib, which can significantly increase the strength of the bending part of the bottom plate 1 and the side plate 2; and the depths of the first reinforcing rib 3, the second reinforcing rib 11 and the third reinforcing rib 21 can be designed to be shallower to avoid excessive wrinkling or even rupture of the reinforcing ribs at the bending part of the bottom plate 1 and the side plate 2 due to stretching.

[0037] Reference Figure 8 and Fig. 9 A flared opening 4 is also provided at the end of one end of the bridge frame, which is used for plugging and splicing two adjacent bridge frames 100 to extend each other. In this way, a connecting plate is no longer required between the bridge frames 100, which can reduce the number of parts and reduce costs.

[0038] Reference Figure 8 The side plate 2 at the flared opening 4 is provided with a first connection hole 22, and the side plate 2 at the other end of the bridge frame 100 opposite to the flared opening 4 is correspondingly provided with a second connection hole 23. The two bridge frames 100 spliced ​​to each other are connected and fixed by fasteners provided at the first connection hole 22 and the second connection hole 23. One of the first connection hole 22 and the second connection hole 23 is a horizontal waist-shaped hole, and the other is a vertical waist-shaped hole, so that the two bridge frames 100 can be fine-tuned in length and height, which is more convenient for on-site assembly. After adjustment, they are locked with fasteners.

[0039] Reference Figure 2 and Figure 4 The bottom plate 1 is also provided with a fourth reinforcing rib 12 for enhancing the strength of the bottom plate 1, and the side plate 2 is also provided with a fifth reinforcing rib 24 for enhancing the strength of the side plate 2, which belongs to the content of the prior art and will not be repeated here.

[0040] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims

1. A reinforced bridge frame, comprising a bottom plate (1) and two side plates (2), wherein the bottom plate (1) and the side plates (2) are formed by integrally bending sheet metal, characterized in that: A first reinforcing rib (3) is also formed at the bending portion of the bottom plate (1) and the side plate (2), a second reinforcing rib (11) is formed on the bottom plate (1), and a third reinforcing rib (21) is formed on the side plate (2), and the second reinforcing rib (11) and the third reinforcing rib (21) are both connected to the first reinforcing rib (3).

2. The reinforced bridge according to claim 1, characterized in that: The first reinforcing rib (3) is arc-shaped and extends for a distance along the length direction of the bridge frame (100).

3. The reinforced bridge according to claim 1, characterized in that: The second reinforcing rib (11) and the third reinforcing rib (21) have the same shape.

4. The reinforced bridge according to claim 3, characterized in that: The second reinforcing rib (11) and the third reinforcing rib (21) are both trapezoidal in shape.

5. The reinforced bridge according to claim 4, characterized in that: The closer the second reinforcing rib (11) is to the bending position of the bottom plate (1) and the side plate (2), the greater the depth of the second reinforcing rib (11).

6. The reinforced bridge according to claim 1, characterized in that: A flared opening (4) is also provided at the end of one end of the bridge frame (100) for plugging and splicing two adjacent bridge frames (100) to extend each other.

7. The reinforced bridge according to claim 6, characterized in that: A first connection hole (22) is provided on the side plate (2) at the expanded opening (4), and a second connection hole (23) is correspondingly provided on the side plate (2) at the other end of the bridge frame (100) opposite to the expanded opening (4), and the two bridge frames (100) spliced ​​to each other are connected and fixed by fasteners provided at the first connection hole (22) and the second connection hole (23).

8. The reinforced bridge according to claim 7, characterized in that: One of the first connecting hole (22) and the second connecting hole (23) is a horizontal waist-shaped hole, and the other is a vertical waist-shaped hole.

9. The reinforced bridge according to claim 1, characterized in that: The bottom plate (1) is also provided with a fourth reinforcing rib (12) for enhancing the strength of the bottom plate (1), and the side plate (2) is also provided with a fifth reinforcing rib (24) for enhancing the strength of the side plate (2).

10. The reinforced bridge according to any one of claims 1 to 9, characterized in that: The first reinforcing ribs (3), the second reinforcing ribs (11) and the third reinforcing ribs (21) are provided in plurality and are arranged in an array along the length direction of the bridge frame (100).

Citation Information

Patent Citations

  • Cable bridge

    CN105257909A