A railway track reinforcement device

Abstract

The utility model discloses a kind of existing railway track reinforcing device, including sleeper and two sections of rail set on sleeper, a plurality of buckling pieces are provided on the sleeper, a plurality of the buckling piece is buckled on the both sides of rail respectively, two reinforcing assemblies are provided between a plurality of the sleeper, two the reinforcing assembly is respectively set on the both sides of rail, the reinforcing assembly includes two reinforcing blocks, plug-in slot is respectively set on two the reinforcing block, two the reinforcing block is respectively set on the both sides of rail and is plugged on rail, two the reinforcing block is provided with fastening assembly between it. When the utility model needs to reinforce rail, reinforcing block is plugged on the both sides of rail, the stud bolt of fastening assembly is plugged between two fixed blocks, then two reinforcing blocks are locked on the both sides of rail by nut, then plug-in assembly is inserted below rail again, realize the reinforcement of rail, reinforcing block and ground.

Description

Technical Field

[0001] This utility model relates to the field of railway track reinforcement technology, and in particular to a reinforcement device for existing railway tracks. Background Technology

[0002] As the core artery of land transportation, railways encompass key units such as tracks, roadbeds, bridge and tunnel facilities, stations, and signal control systems. Tracks, as the direct carrier of train operation, are precisely assembled from components such as rails and sleepers, bearing the functions of load transfer and guidance. Roadbeds, as the supporting foundation of the tracks, must possess resistance to deformation and durability to cope with complex working conditions. Bridge and tunnel structures must consider geological conditions and mechanical properties to ensure the continuity and safety of the line. Modern railway systems, through the integration of automated signal dispatching, intelligent power supply networks, and information management platforms, have achieved synergistic optimization of efficient operation and safety assurance, and are accelerating their evolution towards intelligence with the help of digital technologies.

[0003] During long-term operation, railway structures are susceptible to problems such as track geometry misalignment, rail fatigue damage, and roadbed settlement due to multiple factors including train cyclic loads, environmental erosion, and geological changes. Bridge and tunnel structures may also experience durability degradation due to material aging or water seepage. To address these issues, engineering projects utilize techniques such as track replacement, roadbed reinforcement, and bridge and tunnel structural strengthening to restore track performance. Simultaneously, non-destructive testing and real-time monitoring systems enable early identification and precise intervention of these defects. With the rapid development of heavy-haul and high-speed railways, the long-term service capacity of railway infrastructure has become a technological focus, driving continuous upgrades in reinforcement technology towards the application of high-performance materials, intelligent construction processes, and full-cycle health management.

[0004] Patent document CN220643666U discloses a limiting device for railway track reinforcement, including sleepers, limiting pins, threaded blocks, abutment blocks, and bolts. Two sets of limiting pins are symmetrically fixedly connected to the sleepers, and threaded blocks are movably connected to the limiting pins. The limiting pins and abutment blocks are connected in a cooperative manner. This utility model's railway track reinforcement limiting device, by placing the track body between two adjacent limiting pins on the sleepers, inserts the abutment blocks into the limiting pins, and then the bolts, after being inserted into the abutment blocks, are threadedly connected to the threaded blocks. Tightening ensures that the abutment blocks firmly abut against the bottom of the track body. This design reduces the number of components in the reinforcement limiting device, improving reinforcement convenience. When a train passes over the track, the vertical vibrations generated are absorbed by M-shaped elastic strips, without affecting the tight connection between the bolts and threaded blocks, thus improving the limiting stability.

[0005] As in the prior art of the aforementioned patent, the device is an existing component added to the original railway structure. This approach changes the original railway structure and may have the opposite effect. Furthermore, the structure only increases the firmness between the sleepers and the rails, but does not strengthen the structural strength between the rails and the ground. Utility Model Content

[0006] The purpose of this utility model is to provide an existing railway track reinforcement device to address the aforementioned shortcomings in the prior art.

[0007] To achieve the above objectives, the present invention adopts the following technical solution: an existing railway track reinforcement device, comprising sleepers and two sections of rail disposed on the sleepers, wherein the sleepers are provided with multiple fastening members, which are respectively fastened to both sides of the rail, and two reinforcement components are disposed between the multiple sleepers, which are respectively disposed on both sides of the rail, each reinforcement component comprising two reinforcement blocks, each reinforcement block having an insertion groove, the two reinforcement blocks being respectively disposed on both sides of the rail and inserted into the rail, a fastening component being disposed between the two reinforcement blocks, and an insertion component being disposed at the bottom end of the two reinforcement blocks.

[0008] As a further description of the above technical solution: the fastening assembly includes a fixing block fixedly installed on both sides of the reinforcing block and two double-ended screws, the double-ended screws passing through the two fixing blocks, and nuts provided at both ends of the double-ended screws.

[0009] As a further description of the above technical solution: the plug-in assembly includes an installation groove formed on the reinforcing block, and a grouting pipe is provided inside the installation groove.

[0010] As a further description of the above technical solution: the side wall of the grouting pipe is provided with a threaded part, and a drill bit is fixedly installed at the bottom end of the grouting pipe.

[0011] As a further description of the above technical solution: top blocks are slidably installed on both sides of the grouting pipe, and limiters are provided at the top of the two top blocks. The plug-in assembly also includes a plug rod disposed inside the grouting pipe, and a trigger block is fixedly installed at the bottom of the plug rod.

[0012] As a further description of the above technical solution: a plug-in cylinder is fixedly installed on the plug rod, and a through groove is opened inside the plug-in cylinder.

[0013] This utility model provides a reinforcement device for existing railway tracks. It has the following advantages: When rail reinforcement is required, the reinforcement blocks are inserted into both sides of the rail, the double-ended screws of the fastening assembly are inserted between the two fixing blocks, and the two reinforcement blocks are locked to both sides of the rail with nuts. Then, the insertion assembly is inserted downwards under the rail, thus achieving reinforcement of the rail, reinforcement blocks, and ground.

[0014] It should be understood that the foregoing general description and the following detailed description are exemplary and illustrative only, and are not intended to limit this disclosure.

[0015] This application provides an overview of various implementations or examples of the technology described in this disclosure, and is not a full disclosure of the entire scope or all features of the disclosed technology. Attached Figure Description

[0016] Figure 1 This is a three-dimensional structural diagram without the addition of this utility model.

[0017] Figure 2 A three-dimensional structural diagram of the present invention installed on a railway track;

[0018] Figure 3 This is a three-dimensional structural schematic diagram of the reinforcement component of this utility model;

[0019] Figure 4 This is a partial cross-sectional view of the present invention.

[0020] Figure 5 This is a three-dimensional structural diagram of the grouting pipe of this utility model.

[0021] Legend:

[0022] 1. Sleeper; 2. Rail; 3. Fastening component; 4. Reinforcing block; 5. Insertion groove; 6. Fixing block; 7. Double-ended screw; 8. Nut; 9. Grouting pipe; 10. Drill bit; 11. Mounting groove; 12. Threaded part; 13. Insert rod; 14. Trigger block; 15. Top block; 16. Limiting component; 17. Through groove; 18. Insertion tube. Detailed Implementation

[0023] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments of the present utility model. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments.

[0024] Reference Figure 1-5A railway track reinforcement device includes sleepers 1 and two sections of rail 2 mounted on the sleepers 1. Multiple fastening members 3 are mounted on the sleepers 1 and fasten onto both sides of the rail 2. Two reinforcement components are positioned between the sleepers 1 and are located on both sides of the rail 2. Each reinforcement component includes two reinforcement blocks 4, each with a slot 5. The two reinforcement blocks 4 are positioned on both sides of the rail 2 and inserted into it. A fastening component is positioned between the two reinforcement blocks 4, and a slotting component is located at the bottom of each reinforcement block 4. When reinforcement of the rail 2 is required, the reinforcement blocks 4 are inserted into both sides of the rail 2. The double-ended screws 7 of the fastening components are inserted between the two fixing blocks 6. Nuts 8 are used to lock the two reinforcement blocks 4 onto both sides of the rail 2. Finally, the slotting components are inserted downwards into the lower part of the rail 2, thus reinforcing the rail 2, the reinforcement blocks 4, and the ground.

[0025] As a preferred technical solution of this embodiment, the fastening assembly includes a fixing block 6 fixedly installed on both sides of the reinforcing block 4 and two double-ended screws 7. The double-ended screws 7 pass through the two fixing blocks 6, and nuts 8 are provided at both ends of the double-ended screws 7. The two nuts 8 lock the fixing blocks 6 on the screws, thereby fixing the fixing blocks 6 and the reinforcing block 4.

[0026] As a preferred technical solution of this embodiment, the plug-in assembly includes an installation groove 11 formed on the reinforcing block 4, and a grouting pipe 9 is provided inside the installation groove 11; the grouting pipe 9 can be inserted downward and injected with concrete, thereby increasing the stability of the fixation between the reinforcing block 4 and the ground.

[0027] As a preferred technical solution of this embodiment, the side wall of the grouting pipe 9 is provided with a threaded portion 12, and a drill bit 10 is fixedly installed at the bottom end of the grouting pipe 9; the grouting pipe 9 is screwed into the interior of the mounting groove 11 through the threaded portion 12, and the drill bit 10 below makes it easier to insert the grouting pipe 9 into the ground.

[0028] As a preferred technical solution of this embodiment, top blocks 15 are slidably installed on both sides of the grouting pipe 9, and limit members 16 are provided at the top of the two top blocks 15. The insertion assembly also includes a plug rod 13 disposed inside the grouting pipe 9, and a trigger block 14 is fixedly installed at the bottom end of the plug rod 13. After the grouting pipe 9 is inserted, the plug rod 13 is further inserted into the grouting pipe 9. The trigger block 14 at the bottom end of the plug rod 13 pushes out the two top blocks 15, and the two top blocks 15 are pushed outward, further increasing the stability of the grouting pipe 9 fixed to the ground.

[0029] As a preferred technical solution of this embodiment, a plug-in tube 18 is fixedly installed on the plug rod 13, and a through groove 17 is opened inside the plug-in tube 18; the plug-in tube 18 can be set inside the grouting pipe 9 in close contact with it, and concrete is injected. The concrete enters below through the through groove 17 and fills the entire grouting pipe 9, further realizing the structural rigidity and stability between the grouting pipe 9, the reinforcing block 4, the rail 2 and the ground.

[0030] The above description is only a preferred embodiment of the present utility model, but the protection scope of the present utility model is not limited thereto. Any equivalent substitutions or changes made by those skilled in the art within the technical scope disclosed in the present utility model, based on the technical solution and the inventive concept of the present utility model, should be included within the protection scope of the present utility model.

Claims

1. A reinforcement device for existing railway tracks, comprising sleepers (1) and two sections of rail (2) mounted on the sleepers (1), characterized in that, The sleeper (1) is provided with a plurality of fastening parts (3), which are fastened to both sides of the rail (2). Two reinforcing components are provided between the sleepers (1), which are respectively provided on both sides of the rail (2). Each reinforcing component includes two reinforcing blocks (4), which are respectively provided with insertion slots (5). The two reinforcing blocks (4) are respectively provided on both sides of the rail (2) and inserted into the rail (2). A fastening component is provided between the two reinforcing blocks (4), and an insertion component is provided at the bottom of the two reinforcing blocks (4).

2. The existing railway track reinforcement device according to claim 1, characterized in that, The fastening assembly includes a fixing block (6) fixedly installed on both sides of the reinforcing block (4) and two double-ended screws (7). The double-ended screws (7) pass through the two fixing blocks (6), and nuts (8) are provided at both ends of the double-ended screws (7).

3. The existing railway track reinforcement device according to claim 1, characterized in that, The plug-in assembly includes an installation groove (11) formed on the reinforcing block (4), and a grouting pipe (9) is provided inside the installation groove (11).

4. The existing railway track reinforcement device according to claim 3, characterized in that, The side wall of the grouting pipe (9) is provided with a threaded part (12), and a drill bit (10) is fixedly installed at the bottom end of the grouting pipe (9).

5. The existing railway track reinforcement device according to claim 3, characterized in that, Top blocks (15) are slidably installed on both sides of the grouting pipe (9), and limiters (16) are provided at the top of the two top blocks (15). The plug-in assembly also includes a plug rod (13) disposed inside the grouting pipe (9), and a trigger block (14) is fixedly installed at the bottom of the plug rod (13).

6. The existing railway track reinforcement device according to claim 5, characterized in that, A connector tube (18) is fixedly installed on the plug rod (13), and a through groove (17) is provided inside the connector tube (18).

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