A bridge pier protection device for construction under high-speed railway

CN222730423U8Active Publication Date: 2025-05-13CHINA RAILWAY FIRST BUREAU GRP RAILWAY CONSTR CO LTD
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Patent Information

Application Number
CN202421511567.0
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-06-28
Publication Date
2025-05-13
Estimated Expiration
2034-06-28

AI Technical Summary

Technical Problem

The existing technology cannot effectively protect the bridge pier structure during the construction of high-speed rail piers, resulting in damage to structural integrity during external impact, which may lead to bridge collapse and traffic accidents.

Method used

A bridge pier protection device is designed, including a base plate, support assembly, pier body, low temperature layer, carbon plate, heat dissipation layer, inner plate, support rod, outer plate, rubber layer, outer column, inner column, limit block, spring and moisture-proof component. The device absorbs and counteracts external impact forces through a combination of a buffer layer, a rubber layer and a spring, and prevents corrosion through a moisture-proof assembly.

Benefits of technology

Effectively offset external impact forces, protect the structural integrity of the bridge pier, reduce the risk of collapse, and extend the service life of the bridge pier through moisture-proof measures.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of bridge piers, and discloses a bridge pier protection device for construction under a high-speed railway, including a bottom plate, the bottom end of the bottom plate is fixedly connected to a support assembly, the top end of the bottom plate is fixedly connected to a pier body, the outside of the pier body is fixedly connected to a low-temperature layer, the outside of the low-temperature layer is fixedly connected to a carbon plate, the outside of the carbon plate is fixedly connected to a heat dissipation layer, the outside of the heat dissipation layer is fixedly connected to a plurality of inner plates, the outer side of the inner plate is rotatably connected to two support rods, the other ends of the two support rods are slidably connected to an outer plate, and the outer side of the outer plate is fixedly connected to a rubber layer. In the utility model, when subjected to external impact, the buffer layer will first transfer the force to the rubber layer, and then the two support rods will rotate, further causing the inner column to squeeze the spring 1 inside the outer column, thereby causing it to generate a reaction force to offset the impact force, thereby achieving a good protective effect.
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Description

Technical Field

[0001] The utility model relates to the technical field of bridge piers, in particular to a bridge pier protection device used for construction under a high-speed railway. Background Art

[0002] Pier technology refers to the basic structural technology used to support bridges and transfer the deadweight of bridges and traffic loads to the foundation during bridge construction. It includes the design, construction and maintenance of piers, and mainly considers the stability, bearing capacity and durability of piers. Piers can be in different shapes such as cylindrical, rectangular or T-shaped, and commonly used materials include concrete, reinforced concrete and prestressed concrete.

[0003] After searching, Chinese patent announcement number: CN210439127U discloses a high-speed railway bridge pier structure, including a pier body and a pillar arranged under the pier body, the pier body extends to both sides to form two supporting bodies, the two supporting bodies are spaced apart and the upper end faces are flush, each supporting body is respectively equipped with a beam, a beam plate is connected between the front and rear beams, and the two ends of the beam plate are respectively equipped on the two supporting bodies. The bridge pier of the utility model increases the connection distance between two adjacent beams by arranging spaced supporting bodies, reduces the number of bridge piers at the same length, and thus reduces the construction cost per unit length of the high-speed railway.

[0004] The beneficial effects in the above patent specification mention that "by setting spaced support bodies, the connection distance between two adjacent beams is increased, and the number of piers is reduced at the same length, thereby reducing the construction cost per unit length of the high-speed railway." Although the above patent reduces the construction cost per unit length of the high-speed railway, it is unable to effectively protect the piers during specific use. This causes damage to the structural integrity of the piers when they are hit by external forces, thereby further causing the bridge to collapse, resulting in serious traffic accidents and casualties. Therefore, a pier protection device for underpass high-speed railway construction is proposed to solve the above problems. Utility Model Content

[0005] In order to make up for the above deficiencies, the utility model provides a pier protection device for underpass high-speed railway construction, aiming to improve the problem that the existing technology cannot effectively protect the pier, which causes damage to the structural integrity of the pier when it is hit by external impact, thereby further causing the bridge to collapse, resulting in serious traffic accidents and casualties.

[0006] In order to achieve the above purpose, the utility model adopts the following technical solutions:

[0007] A pier protection device for construction under a high-speed railway comprises a bottom plate, the bottom end of the bottom plate is fixedly connected to a support assembly, the top end of the bottom plate is fixedly connected to a pier body, the outside of the pier body is fixedly connected to a low-temperature layer, the outside of the low-temperature layer is fixedly connected to a carbon plate, the outside of the carbon plate is fixedly connected to a heat dissipation layer, the outside of the heat dissipation layer is fixedly connected to a plurality of inner plates, the outer side of the inner plate is rotatably connected to two support rods, the other ends of the two support rods are slidably connected to an outer plate, the outer side of the outer plate is fixedly connected to a rubber layer, the inner wall of the inner plate is fixedly connected to two outer columns, the inner wall of the outer column is slidably connected to the inner column, the inner side wall of the inner column is fixedly connected to a limiting block, a spring is arranged inside the outer column, the outer sides of the plurality of outer plates are fixedly connected to a buffer layer, and the four sides of the bottom end of the bottom plate are fixedly connected to moisture-proof components;

[0008] As a further description of the above technical solution:

[0009] The support assembly includes a plurality of fixed columns, and the top ends of the plurality of fixed columns are fixedly connected to the bottom end of the base plate;

[0010] As a further description of the above technical solution:

[0011] The moisture-proof assembly includes an anti-corrosion plate, the top ends of the plurality of anti-corrosion plates are fixedly connected to the bottom end of the bottom plate, a groove is provided inside the anti-corrosion plate, a slide plate is slidably connected to the inner wall of the groove, a limit strip is fixedly connected to the inner side wall of the slide plate, and a plurality of springs are provided inside the groove;

[0012] As a further description of the above technical solution:

[0013] The inner side wall of the buffer layer is fixedly connected to the outer bottom end of the pier body, and the outer side wall of the inner column is fixedly connected to the inner side wall of the outer plate;

[0014] As a further description of the above technical solution:

[0015] The outer portion of the limit block is slidably connected to the inner wall of the outer column, and the outer portion of the limit strip is slidably connected to the inner wall of the groove;

[0016] As a further description of the above technical solution:

[0017] One end of the spring 1 is fixedly connected to one side of the inner wall of the outer column, and the other end of the spring 1 is fixedly connected to one side of the limit block;

[0018] As a further description of the above technical solution:

[0019] One end of the second spring is fixedly connected to one side of the inner wall of the groove, and the other end of the second spring is fixedly connected to one side of the limit strip;

[0020] As a further description of the above technical solution:

[0021] The material of the low temperature layer is low temperature steel, and the material of the heat dissipation layer is copper plate.

[0022] The utility model has the following beneficial effects:

[0023] 1. In the utility model, when subjected to external impact, the buffer layer will first transfer the force to the rubber layer, unloading the force in advance, and then the outer plate will be squeezed inward, so that the two support rods will rotate, and further the inner column will squeeze the spring 1 inside the outer column, so that it will generate a reaction force to offset the impact force and achieve a good protective effect.

[0024] 2. In the utility model, when rainwater penetrates into the ground, it will slide to the side along the surface of the slide plate, and will not cause damage to the bridge pier, thereby extending the service life of the bridge pier. The soil will squeeze the slide plate, thereby squeezing the spring 2 in the groove, thereby generating a reaction force, providing a stable support for the bridge pier. BRIEF DESCRIPTION OF THE DRAWINGS

[0025] Figure 1 This is a three-dimensional schematic diagram of a bridge pier protection device for underpass high-speed railway construction proposed by the utility model;

[0026] Figure 2 This is a structural schematic diagram of a pier body of a pier protection device for underpass high-speed railway construction proposed by the utility model;

[0027] Figure 3 This is a schematic diagram of the structure of a heat dissipation layer of a pier protection device for underpass high-speed railway construction proposed by the utility model;

[0028] Figure 4 This is a schematic structural diagram of an anti-corrosion plate of a pier protection device for construction under a high-speed railway proposed by the utility model.

[0029] Legend:

[0030] 1. Bottom plate; 2. Fixed column; 3. Pier body; 4. Low temperature layer; 5. Carbon plate; 6. Heat dissipation layer; 7. Inner plate; 8. Support rod; 9. Outer plate; 10. Rubber layer; 11. Outer column; 12. Inner column; 13. Limit block; 14. Spring 1; 15. Buffer layer; 16. Anti-corrosion plate; 17. Groove; 18. Slide plate; 19. Limit strip; 20. Spring 2. DETAILED DESCRIPTION

[0031] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0032] Reference Figure 1-Figure 3 The utility model provides an embodiment: a pier protection device for underpass high-speed railway construction, including a base plate 1, the bottom end of the base plate 1 is fixedly connected with a support assembly, the support assembly includes a plurality of fixed columns 2, the plurality of fixed columns 2 here provide stable support for the base plate 1, the top ends of the plurality of fixed columns 2 are fixedly connected to the bottom end of the base plate 1, the top end of the base plate 1 is fixedly connected with a pier body 3, the outside of the pier body 3 is fixedly connected with a low-temperature layer 4, the material of the low-temperature layer 4 is low-temperature steel, the low-temperature steel here can keep the bridge pier under the high-speed railway construction at a low temperature and dry condition, prevent corrosion, and reduce the service life.

[0033] Reference Figure 2-Figure 3 The outside of the low-temperature layer 4 is fixedly connected with a carbon plate 5, and the outside of the carbon plate 5 is fixedly connected with a heat dissipation layer 6. The heat dissipation layer 6 is made of a copper plate. The copper plate here can effectively dissipate the heat inside the pier even in hot weather to prevent the pier from cracking. The outside of the heat dissipation layer 6 is fixedly connected with multiple inner plates 7. The outer side of the inner plate 7 is rotatably connected to two support rods 8. The other ends of the two support rods 8 are slidably connected to an outer plate 9. After the outer plate 9 is subjected to force, it will drive the two support rods 8 to rotate on the inner plate 7.

[0034] Reference Figure 3 The outer side of the outer plate 9 is fixedly connected with a rubber layer 10, and the rubber layer 10 here plays a buffering role to achieve the effect of unloading force, thereby reducing the impact force. The inner wall of the inner plate 7 is fixedly connected with two outer columns 11, and the inner wall of the outer column 11 is slidably connected with the inner column 12. The outer column 11 here provides a sliding space for the inner column 12, and the outer side wall of the inner column 12 is fixedly connected to the inner side wall of the outer plate 9. The inner side wall of the inner column 12 is fixedly connected to the limit block 13, and the limit block 13 here is used to prevent the inner column 12 from leaving the range of motion of the outer column 11;

[0035] Reference Figure 3The outside of the limit block 13 is slidably connected to the inner wall of the outer column 11, and a spring 14 is arranged inside the outer column 11. One end of the spring 14 is fixedly connected to one side of the inner wall of the outer column 11, and the other end of the spring 14 is fixedly connected to one side of the limit block 13. The spring 14 here can generate a reaction force when compressed, thereby further reducing the impact force on the pier body 3. The outer sides of multiple outer panels 9 are fixedly connected with a buffer layer 15, and the inner side wall of the buffer layer 15 is fixedly connected to the outer bottom end of the pier body 3. The buffer layer 15 here can be the first to contact the external impact force and effectively reduce a part of the impact force.

[0036] Reference Figure 1 and Figure 4 , the four sides of the bottom end of the base plate 1 are fixedly connected with moisture-proof components, and the moisture-proof components include anti-corrosion plates 16, and the top ends of multiple anti-corrosion plates 16 are fixedly connected to the bottom end of the base plate 1, and the anti-corrosion plates 16 here are used to prevent the underground part from being corroded due to moisture. A groove 17 is opened inside the anti-corrosion plate 16, and a slide plate 18 is slidably connected to the inner wall of the groove 17. The inner side wall of the slide plate 18 is fixedly connected with a limiting strip 19, and the outer side of the limiting strip 19 is slidably connected to the inner wall of the groove 17. The limiting strip 19 here is used to prevent the slide plate 18 from escaping from the space of the groove 17. A plurality of springs 20 are arranged inside the groove 17, and one end of the spring 20 is fixedly connected to one side of the inner wall of the groove 17, and the other end of the spring 20 is fixedly connected to one side of the limiting strip 19. The limiting strips 19 in the groove 17 here provide stable support for the spring 20.

[0037] Working principle: First, when the bridge pier under the high-speed railway construction is hit, the buffer layer (15) is first subjected to force, and then the force is transferred to the rubber layer (10), thereby reducing part of the force, and then the two support rods (8) are rotated on the inner plate (7) under the pressure of the outer plate (9), and the inner column (12) here will also slide inside the outer column (11), so that the limit block (13) squeezes the spring 1 (14) to generate a reaction force, thereby offsetting the external impact force and achieving a good protective effect. The carbon plate (5) here can absorb moisture to prevent moisture, and the low-temperature layer (4) here cooperates with the heat dissipation layer (6) to ensure that even in hot weather, the pier body 3 will not crack.

[0038] When it rains, the raindrops will flow to the side along the slide plate (18) after entering the soil. Similarly, when a flood occurs, the slide plate (18) transmits force to the limit strip (19), so that it squeezes the spring 2 (20) in the groove (17), thereby causing it to contract and generate a reaction force, effectively preventing the pier body 3 from being corroded, thereby increasing the life of the pier.

[0039] Finally, it should be noted that the above is only a preferred embodiment of the present invention and is not intended to limit the present invention. Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art can still modify the technical solutions described in the aforementioned embodiments or make equivalent substitutions for some of the technical features therein. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the protection scope of the present invention.

Claims

1. A pier protection device for construction under a high-speed railway, comprising a bottom plate (1), characterized in that: The bottom end of the bottom plate (1) is fixedly connected to a support assembly, the top end of the bottom plate (1) is fixedly connected to a pier body (3), the outside of the pier body (3) is fixedly connected to a low-temperature layer (4), the outside of the low-temperature layer (4) is fixedly connected to a carbon plate (5), the outside of the carbon plate (5) is fixedly connected to a heat dissipation layer (6), the outside of the heat dissipation layer (6) is fixedly connected to a plurality of inner plates (7), the outer sides of the inner plates (7) are rotatably connected to two support rods (8), and the other ends of the two support rods (8) are slidably connected to the inner plates (7). An outer plate (9) is provided, the outer side of the outer plate (9) is fixedly connected to a rubber layer (10), the inner wall of the inner plate (7) is fixedly connected to two outer columns (11), the inner wall of the outer column (11) is slidably connected to an inner column (12), the inner wall of the inner column (12) is fixedly connected to a limit block (13), a spring (14) is arranged inside the outer column (11), a plurality of outer plates (9) are fixedly connected to a buffer layer (15), and the bottom end of the bottom plate (1) is fixedly connected to moisture-proof components on all four sides.

2. The pier protection device for underpass high-speed railway construction according to claim 1 is characterized by: The support assembly comprises a plurality of fixed columns (2), the top ends of the plurality of fixed columns (2) being fixedly connected to the bottom end of the base plate (1).

3. The pier protection device for underpass high-speed railway construction according to claim 1 is characterized by: The moisture-proof component comprises an anti-corrosion plate (16), the top ends of the plurality of anti-corrosion plates (16) are fixedly connected to the bottom end of the base plate (1), a groove (17) is provided inside the anti-corrosion plate (16), a slide plate (18) is slidably connected to the inner wall of the groove (17), a limit strip (19) is fixedly connected to the inner side wall of the slide plate (18), and a plurality of springs (20) are provided inside the groove (17).

4. The pier protection device for underpass high-speed railway construction according to claim 1 is characterized by: The inner wall of the buffer layer (15) is fixedly connected to the outer bottom end of the pier body (3), and the outer wall of the inner column (12) is fixedly connected to the inner wall of the outer plate (9).

5. The pier protection device for underpass high-speed railway construction according to claim 3 is characterized by: The outside of the limiting block (13) is slidably connected to the inner wall of the outer column (11), and the outside of the limiting strip (19) is slidably connected to the inner wall of the groove (17).

6. The pier protection device for underpass high-speed railway construction according to claim 1 is characterized by: One end of the spring one (14) is fixedly connected to one side of the inner wall of the outer column (11), and the other end of the spring one (14) is fixedly connected to one side of the limit block (13).

7. The pier protection device for underpass high-speed railway construction according to claim 3 is characterized by: One end of the second spring (20) is fixedly connected to one side of the inner wall of the groove (17), and the other end of the second spring (20) is fixedly connected to one side of the limiting strip (19).

8. The pier protection device for underpass high-speed railway construction according to claim 1 is characterized by: The material of the low-temperature layer (4) is low-temperature steel, and the material of the heat dissipation layer (6) is copper plate.