Linear elastic strip cement sleeper anti-climbing base plate and railway track system

By designing a type of elastic strip cement pillow anti-climbing pad, using the combination of the elastic strip bracket and the one-type elastic strip, the problem of longitudinal crawling of steel rails in the railway track system is solved, the stability and safety of the track system are improved, and the maintenance process is simplified.

CN222878426UActive Publication Date: 2025-05-16陈利军
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Patent Information

Application Number
CN202421107352.2
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-05-15
Publication Date
2025-05-16
Estimated Expiration
2034-05-15

AI Technical Summary

Technical Problem

In the existing railway track system, due to loosening of the nails and aging of the rubber pads, the rails crawl longitudinally, affecting driving safety and frequent maintenance.

Method used

A type of elastic strip cement pillow anti-climbing pad is designed, including the development of wire rubber pads, iron pads, shoulder blocking, spiral nails, elastic strip brackets, elastic strips, flat washers and nuts. The type of elastic strips are fixed to the elastic strip bracket through spiral nails to achieve fixing and transverse constraints on the rails.

Benefits of technology

Effectively prevent longitudinal crawling of rails, improve the stability and safety of the track system, reduce maintenance frequency, and extend service life.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model belongs to the technical field of steel rail anti-creeping, and discloses a type elastic strip cement sleeper anti-creeping base plate and a railway track system.The type elastic strip cement sleeper anti-creeping base plate comprises a thread rubber base plate, an iron base plate, a retaining shoulder integrated with the base plate, a screw spike, an elastic strip bracket integrated with the base plate, a type elastic strip, a flat washer and a nut; according to the anti-climbing base plate for the elastic strip cement sleeper, the problems that spikes are loosened due to multi-direction vibration, steel rails climb longitudinally due to transverse track changes of the steel rails, and driving safety is affected can be solved; meanwhile, the problems that on a cement sleeper, due to aging of a rubber mat, line maintenance is frequent, spikes are loosened, the transverse gauge of a steel rail is changed, the steel rail is loosened and creeps longitudinally, and driving safety is affected can be solved, and the stability and safety of the steel rail are greatly improved.
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Description

Technical Field

[0001] The utility model belongs to the technical field of rail anti-climbing, and particularly relates to a type of elastic strip cement sleeper anti-climbing pad and a railway track system. Background Art

[0002] At present, the rails on the dedicated railway lines are fixed to the sleepers by spikes: due to multiple vibrations, the spikes become loose, and the lateral trajectory of the rails changes, causing the rails to creep longitudinally, affecting driving safety; on cement sleepers, due to aging of the rubber pads, frequent line maintenance and loose spikes, the lateral gauge of the rails changes and the rails loosen and creep longitudinally, affecting driving safety.

[0003] Through the above analysis, the problems and defects of the prior art are as follows:

[0004] (1) Due to vibrations from multiple directions, the rail spikes loosen, and the lateral trajectory of the rail changes, causing the rail to creep longitudinally, affecting driving safety.

[0005] (2) On cement sleepers, due to the aging of rubber pads, frequent line maintenance and loose spikes, the lateral track gauge of the rails changes and the rails loosen and creep longitudinally, affecting driving safety. Summary of the invention

[0006] In view of the problems existing in the prior art, the utility model provides an anti-climbing pad for a spring-bar cement sleeper.

[0007] The utility model is implemented as follows: a type of elastic strip cement sleeper anti-climbing pad, comprising:

[0008] Develop wire rubber pads, iron pads, shoulder guards integrated with pads, spiral spikes, spring clip brackets integrated with pads, type I spring clips, flat washers, and nuts;

[0009] An iron pad is laid on the top surface of the development wire rubber pad; a shoulder block integrated with the pad is arranged on the top surface of the iron pad; and an elastic clip bracket integrated with the pad is fixed to the iron pad through spiral spikes.

[0010] Furthermore, the elastic bar bracket integrated with the backing plate is fixed with an elastic bar through spiral spikes.

[0011] Furthermore, the type 1 elastic bar is connected to the nut via a flat washer.

[0012] Furthermore, the pad is provided with a gauge adjustment coefficient k. When k is determined, the distances a and b between the shoulder and the spring clip bracket are determined.

[0013] Furthermore, the gauge adjustment coefficient k on the pad is adjusted in multiples of "3" or "5", and a dot "·" is used on the pad to represent each adjustment unit, and each dot represents an adjustment amount of 3 or 5 mm.

[0014] The present invention also provides a railway track system, which includes steel rails and a type of elastic bar cement sleeper anti-climbing pad installed under the steel rails, wherein the anti-climbing pad includes a developed wire rubber pad, an iron pad, a shoulder guard integrated with the pad, a spiral spike, an elastic bar bracket integrated with the pad, a type of elastic bar, a flat washer and a nut. The type of elastic bar is fixed to the elastic bar bracket integrated with the iron pad by the spiral spike, so as to achieve fixation and lateral constraint of the steel rails, thereby improving the stability and safety of the track system.

[0015] The present invention also provides a railway vehicle operation system, which includes a railway track and a railway vehicle running on the track, wherein the railway track is composed of steel rails and a type of elastic bar cement sleeper anti-climbing pad, and the anti-climbing pad can evenly bear the weight from the railway vehicle through its structural design and material selection, reduce track deformation and damage, and effectively prevent lateral movement of the steel rails, thereby ensuring safe and stable operation of the railway vehicle.

[0016] In combination with the above technical solutions and the technical problems solved, the advantages and positive effects of the technical solutions to be protected by the utility model are as follows:

[0017] The utility model provides an anti-climbing pad for elastic-bar cement sleepers, which can solve the problem that rail spikes become loose due to vibrations from multiple directions, and the lateral track of the rails changes, causing the rails to crawl longitudinally, thus affecting driving safety; at the same time, it can solve the problem that on cement sleepers, due to aging of rubber pads, frequent line maintenance and loosening of rail spikes, the lateral gauge of the rails changes and the rails loosen and crawl longitudinally, thus affecting driving safety, thereby greatly improving the stability and safety of the rails.

[0018] The anti-climbing pad of a type of elastic strip cement sleeper provided in the embodiment of the utility model is innovatively designed mainly to solve the technical problem of insufficient stability between the rails and the rail base in the railway track system. This design achieves stable support and effective anti-climbing function for the rails by integrating different components and materials, thereby improving the overall safety and stability of the railway track. The combined use of the silk rubber pad and the iron pad not only increases the shockproof and buffering capacity of the bottom of the railway track, but also provides good waterproof and anti-corrosion properties. Especially when the railway track is subjected to heavy loads or high-speed driving, this structure can effectively disperse the load and reduce the deformation and damage of the track caused by vibration or external forces. The design of the integrated shoulder guard and the integrated elastic strip bracket with the pad further improves the connection strength and stability between the anti-climbing pad and the rail. This integrated design reduces the complexity of assembly and improves the installation efficiency, while also enhancing the durability and reliability of the structure in long-term use.

[0019] The introduction of a type of elastic bar is a key innovation of the utility model, which provides additional elastic support for the rails, helps absorb and relieve track stress caused by temperature differences, load changes, etc., thereby preventing track deformation and breakage. Through the connection of flat washers and nuts, the installation and adjustment of the type of elastic bar is simpler, and it is convenient for on-site maintenance and replacement. The significant technical progress of the utility model is reflected in the improvement of the stability and safety of railway tracks, the simplification of installation and maintenance processes, and the increase of the durability and adaptability of the system. These advances are of great value to the efficient operation and long-term sustainable development of railway transportation. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 It is a structural diagram of an anti-climbing pad of a spring-bar cement pillow provided in an embodiment of the utility model.

[0021] Figure 2 It is an overall structural diagram of a type of elastic bar cement pillow anti-climbing pad provided in an embodiment of the utility model.

[0022] Figure 3 It is a cross-sectional view of a type of elastic bar cement sleeper anti-climbing pad provided in an embodiment of the utility model.

[0023] Figure 4 It is an overall cross-sectional view of a type of elastic bar cement pillow anti-climbing pad provided in an embodiment of the utility model.

[0024] In the figure: 1. Development wire rubber pad; 2. Iron pad; 3. Shoulder guard integrated with pad; 4. Spiral spike; 5. Spring clip bracket integrated with pad; 6. Type I spring clip; 7. Flat washer; 8. Nut. DETAILED DESCRIPTION

[0025] In order to make the purpose, technical solution and advantages of the utility model more clear, the utility model is further described in detail in combination with the embodiments below. It should be understood that the specific embodiments described here are only used to explain the utility model, and are not used to limit the utility model.

[0026] like Figure 1 , 2 As shown, the embodiment of the utility model provides a type of elastic strip cement pillow anti-climbing pad including:

[0027] Development of a wire rubber pad 1, an iron pad 2, a shoulder 3 integrated with the pad, a spiral spike 4, an elastic clip bracket 5 integrated with the pad, a type of elastic clip 6, a flat washer 7, and a nut 8.

[0028] The top surface of the development wire rubber pad 1 is paved with an iron pad 2; the top surface of the iron pad 2 is provided with a shoulder 3 which is integrated with the pad; the iron pad 2 is fixed with an elastic clip bracket 5 which is integrated with the pad through a spiral spike 4.

[0029] The embodiment of the utility model provides an elastic bar bracket 5 integrated with the backing plate, which is fixed with an elastic bar 6 through a spiral spike 4 .

[0030] The embodiment of the utility model provides a type of elastic bar 6 connected to the nut 8 through a flat washer 7.

[0031] A cross-section of a type 1 elastic rod cement sleeper anti-climbing pad Figure 3 As shown, the overall cross-section of a type of spring-bar cement sleeper anti-climbing pad is as follows Figure 4 shown.

[0032] 1. k is the pad gauge adjustment coefficient.

[0033] 2. When k is determined, a and b are the distances between the shoulder and the spring clip bracket.

[0034] 3. The k adjustment factor is a multiple of "3" or "5". A dot "·" is used on the pad to represent each adjustment unit, and each dot represents an adjustment amount of 3 or 5 mm.

[0035] 4. The anti-climbing pad of wooden sleepers is made of ductile iron, QT45010.

[0036] The working principle of the type of elastic bar cement sleeper anti-climbing pad provided in the embodiment of the utility model is mainly based on the mutual support and fixation between the components to ensure the stability and safety of the rail. First, the development wire rubber pad 1 is used as the bottom foundation of the entire pad, and the top surface is paved with an iron pad 2. The development wire rubber pad has good buffering and shock absorption performance, and can absorb the vibration and impact force generated during the operation of the train, thereby protecting the iron pad and the track structure from damage.

[0037] Next, the iron plate 2 is the main load-bearing and supporting structure, bearing the weight of the rails and the train. Its top surface is provided with a shoulder 3 integrated with the plate, which not only enhances the overall structural strength of the plate, but also plays a role in positioning and guiding the rails, ensuring that the spring bar can be correctly installed and fixed.

[0038] Then, the iron plate 2 is fixed with a spring clip bracket 5 which is integrated with the plate through a spiral spike 4. This spring clip bracket provides a stable support for the spring clip, so that the spring clip can be firmly fixed in an appropriate position. The fixing method of the spiral spike 4 ensures that the connection between the spring clip bracket and the iron plate is firm and reliable and not easy to loosen.

[0039] On the spring clip bracket, a type of spring clip 6 is fixed by a spiral spike 4. As a key fixing component, the shape and structural design of the type of spring clip enable it to fit closely to the rail and provide sufficient lateral restraint to prevent the rail from lateral movement during train operation.

[0040] Finally, a type of spring bar 6 is connected to a nut 8 through a flat washer 7. The function of the flat washer 7 is to disperse the pressure of the nut 8 to prevent excessive concentrated stress on the spring bar, thereby extending its service life. The nut 8 is tightly connected to the rail through the spiral spike to ensure that the rail can be firmly fixed on the pad.

[0041] The spring-bar cement sleeper anti-climbing pad provided by the utility model realizes stable support, lateral restraint and shock absorption of the rails through the coordinated work of various components, thereby ensuring the safe and stable operation of the railway line. It has a reasonable design, a simple structure, is easy to install and maintain, and has a high practical value.

[0042] The following are two specific embodiments, which describe in detail the application and assembly process of a type of spring-clip cement sleeper anti-climbing pad:

[0043] Railway track installation:

[0044] 1. Preparation stage:

[0045] Select a suitable installation location and ensure that the track surface is clean and flat.

[0046] According to the design requirements, pre-measure and mark the location where the iron plate will be installed.

[0047] 2. Installation process:

[0048] Lay the developed silk rubber pad 1 flat in the reserved groove of the cement sleeper, and ensure that the pad is in good contact with the bottom of the track to provide sufficient shock absorption effect.

[0049] An iron pad 2 is laid on the rubber pad 1 and fixed on the cement sleeper by means of spiral spikes 4.

[0050] A shoulder 3 integral with the iron pad is installed on the top of the iron pad 2 to ensure that the rail is fixed in the correct position.

[0051] A type of spring bar 6 is installed on the spring bar bracket 5 which is integrated with the backing plate, and is fixed with a flat washer 7 and a nut 8 to ensure the stability and durability of the spring bar.

[0052] 3. Adjustment and inspection:

[0053] Fine-tuning is performed according to the track gauge adjustment factor k to ensure correct installation and safe operation of the track.

[0054] After completing the installation, conduct a comprehensive inspection to ensure that all parts are firmly installed and there is no looseness.

[0055] Maintenance and Replacement:

[0056] 1. Inspection and evaluation:

[0057] Regularly check the wear of the rails and their components, especially the wear of the rubber and iron pads.

[0058] Evaluate the elastic loss of a type of spring clip to ensure it works normally within the standard range.

[0059] 2. Replacement process:

[0060] If damage to the backing plate or spring bar is detected, first remove the nut 8 and flat washer 7.

[0061] Remove the damaged spring clip 6 and check whether the spring clip bracket 5 needs to be replaced together.

[0062] Install new Type 1 spring clips and re-secure using flat washers and nuts.

[0063] Check the fixation of the iron plate and shoulder guard, and replace them with new ones if necessary.

[0064] 3. Adjustment and re-inspection:

[0065] The track gauge is adjusted accurately again according to the k adjustment factor.

[0066] A battery of functional tests is re-performed to ensure that all replaced parts meet safety and performance standards.

[0067] These two embodiments respectively demonstrate the application process of a type of spring-clip cement sleeper anti-climbing pad in new installation and maintenance replacement, emphasizing its importance in improving stability and safety in the railway system.

[0068] The above description is only a specific implementation method of the present invention, but the protection scope of the present invention is not limited thereto. Any modification, equivalent substitution and improvement made by any technician familiar with the technical field within the technical scope disclosed by the present invention and within the spirit and principle of the present invention shall be covered by the protection scope of the present invention.

Claims

1. A type of spring-bar cement sleeper anti-climbing pad, characterized in that: It includes a development wire rubber pad, an iron pad, a shoulder integrated with the pad, a spiral spike, an elastic clip bracket integrated with the pad, a type of elastic clip, a flat washer and a nut, wherein the top surface of the development wire rubber pad is paved with an iron pad, the top surface of the iron pad is provided with a shoulder integrated with the pad, and the iron pad is fixed with the elastic clip bracket integrated with the pad by means of spiral spikes.

2. The anti-climbing pad for cement sleepers with elastic bars according to claim 1 is characterized in that: The spring bar bracket integrated with the backing plate is fixed with a type of spring bar through a spiral spike, and the type of spring bar is connected to a nut through a flat washer.

3. The anti-climbing pad for cement sleepers with elastic bars according to claim 1 is characterized in that: The pad is provided with a gauge adjustment coefficient k. When k is determined, the distances a and b between the shoulder and the spring clip bracket are determined.

4. The anti-climbing pad for cement sleepers with elastic bars according to claim 1 is characterized in that: The gauge adjustment coefficient k on the pad is adjusted in multiples of "3" or "5". A "·" dot is used on the pad to represent each adjustment unit, and each dot represents an adjustment amount of 3 or 5 mm.

5. The anti-climbing pad for cement sleepers with elastic bars according to claim 1 is characterized in that: The material of the pad is ductile iron QT45010.

6. A railway track system, based on the type of spring-clip cement sleeper anti-climbing pad according to claim 1, characterized in that: The system includes a steel rail and a type of elastic bar cement sleeper anti-climbing pad installed under the steel rail, wherein the anti-climbing pad includes a developed wire rubber pad, an iron pad, a shoulder guard integrated with the pad, a spiral spike, an elastic bar bracket integrated with the pad, a type of elastic bar, a flat washer and a nut, and the elastic bar bracket and the type of elastic bar are fixed to the iron pad by the spiral spike.

7. The railway track system according to claim 6, characterized in that The system comprises a railway track and a railway vehicle running on the track, wherein the railway track is composed of a steel rail and a type of elastic bar cement sleeper anti-climbing pad.