Shock absorption and isolation floating slab track

Abstract

The utility model discloses a shock absorption and isolation floating slab track, which relates to the technical field of floating slab tracks and comprises a track bed and a shock absorption component, a first track plate is arranged on the left side of the upper end of the track bed, a second track plate is connected outside the first track plate, and the shock absorption component is arranged outside the first track plate. The damping assembly comprises a mounting base, a bearing groove, a damping pad, a steel rail body, a mounting groove and a steel spring body, the bearing groove is formed in the middle end of the interior of the mounting base, the damping pad is arranged in the bearing groove, the steel rail body is connected to the upper end of the mounting base, the mounting groove is formed in the first track plate, and the steel spring body is arranged in the mounting groove. And a mounting assembly is arranged outside the first track plate. According to the shock absorption and isolation floating slab track, the shock absorption and isolation performance of the floating slab track in the using process can be improved through a dual structure, so that the shock absorption and isolation floating slab track is more suitable for occasions with special requirements for shock absorption and noise reduction, and the overall practicability of the floating slab track is improved.

Description

Technical Field

[0001] This utility model relates to the field of floating slab track technology, specifically a vibration-damping floating slab track. Background Technology

[0002] Floating slab track is a special type of rail transit structure. Its basic principle involves placing vibration isolation elements, such as rubber or steel springs, between the slab or beam-type monolithic track bed and the track foundation. This forms a mass, spring, and damping system. When a train runs on the track, the vibration energy generated between the wheels and rails is transferred to the track bed. The vibration isolation device uses its own elastic deformation to absorb and isolate these vibrations, achieving vibration reduction and noise reduction. In subway systems, floating slab tracks are widely used to reduce the impact of vibration and noise on the surrounding environment and residents. This is especially important in situations with special requirements for vibration and noise reduction, such as hospitals, research institutes, museums, and other areas sensitive to vibration and noise. To achieve the effect of track vibration reduction and noise reduction, a floating slab track is needed. However, existing floating slab tracks still have the following shortcomings:

[0003] When existing floating slab tracks are in use, most floating slab tracks only increase the vibration reduction and isolation effect during track use through a single structure. However, vibration occurs in rail transit at all times. A single vibration reduction and isolation structure may not achieve the purpose and effect of vibration reduction and isolation during use, resulting in a decrease in the practicality and efficiency of floating slab tracks. Utility Model Content

[0004] The purpose of this invention is to provide a vibration-damping floating slab track to solve the problems mentioned in the background art.

[0005] To achieve the above objectives, this utility model provides the following technical solution: a vibration-damping floating slab track, comprising a track bed and a vibration-damping assembly. A first track slab is provided on the upper left side of the track bed, and a second track slab is connected to the outside of the first track slab. A vibration-damping assembly is provided on the outside of the first track slab, and the vibration-damping assembly includes a mounting base, a receiving groove, a vibration-damping pad, a rail body, a mounting groove, and a steel spring body. A receiving groove is provided in the middle of the mounting base, and a vibration-damping pad is provided inside the receiving groove. A rail body is connected to the upper end of the mounting base. A mounting groove is provided inside the first track slab, and a steel spring body is provided inside the mounting groove. An mounting assembly is provided on the outside of the first track slab.

[0006] Furthermore, the internal dimensions of the receiving groove are adapted to the external dimensions of the shock-absorbing pad, and the shock-absorbing pad is connected to the mounting base through the receiving groove.

[0007] Furthermore, the number of steel spring bodies is set to six, and three steel spring bodies are grouped together. Each group of steel spring bodies is symmetrically arranged on both sides of the interior of the first track plate with respect to the central axis of the front of the first track plate.

[0008] Furthermore, the steel spring body is embedded in the mounting groove, and the steel spring body and the mounting groove are fixedly connected by bolts.

[0009] Furthermore, the installation assembly includes an installation docking groove, an installation docking block, and a docking mortise. The installation docking groove is internally connected to the installation docking block, and the second track plate has a docking mortise at its center.

[0010] Furthermore, the mounting assembly also includes a tenon, a threaded groove, and a mounting bolt, with the tenon connected inside the mortise and the threaded groove having a threaded groove on the left end inside the second track plate, and the mounting bolt connected inside the threaded groove.

[0011] Furthermore, the internal dimensions of the mounting docking groove are adapted to the external dimensions of the mounting docking block, and the mounting docking block is embeddedly connected to the second track plate through the mounting docking groove.

[0012] Furthermore, the internal dimensions of the threaded groove are adapted to the external dimensions of the mounting bolt, and the mounting bolt is rotatably connected to the second track plate through the threaded groove.

[0013] This utility model provides a vibration-damping and vibration-isolation floating slab track, which has the following beneficial effects:

[0014] 1. This utility model, through the setting of the shock-absorbing component, enables the shock-absorbing pad to be installed inside the mounting base through the receiving groove when the floating slab track is used. The main body of the rail is installed on the upper end of the mounting base with bolts. The shock-absorbing pad set inside the mounting base performs shock absorption operation on the main body of the rail. The main body of the steel spring is fixedly installed in the mounting groove opened at the lower end of the first track plate, so that the first track plate is connected to the track bed spring through the main body of the steel spring, thereby further increasing the shock absorption effect during the use of the floating slab track and further improving the overall shock absorption and isolation performance of the floating slab track.

[0015] 2. This utility model, through the setting of the installation components, enables the installation docking block and docking tenon to be fixedly installed on the outer rear end of the first track plate by fastening bolts when the vibration-damping floating slab track is in use. The docking tenon and docking groove are used to complete the limiting docking of the first track plate and the second track plate. At this time, the installation docking block is installed inside the installation docking groove. The installation bolt is installed into the threaded groove. The installation bolt completes the limiting of the installation docking block inside the installation docking groove, thereby quickly completing the fixed installation of the first track plate and the second track plate, increasing the stability and practicality of the floating slab track splicing installation. Attached Figure Description

[0016] Figure 1 This is a three-dimensional structural diagram of a vibration-damping and vibration-isolation floating slab track according to the present invention;

[0017] Figure 2 This is a three-dimensional sectional view of the shock-absorbing component of a shock-absorbing floating slab track according to the present invention.

[0018] Figure 3 This is a three-dimensional unfolded structural diagram of the installation component of a vibration-damping and isolation floating slab track according to this utility model.

[0019] In the diagram: 1. Track bed; 2. First track slab; 3. Second track slab; 4. Vibration damping assembly; 401. Mounting base; 402. Receiving groove; 403. Vibration damping pad; 404. Rail body; 405. Mounting groove; 406. Steel spring body; 5. Mounting assembly; 501. Mounting mating groove; 502. Mounting mating block; 503. Mat; 504. Tenon; 505. Threaded groove; 506. Mounting bolt. Detailed Implementation

[0020] The embodiments of this utility model will be described in further detail below with reference to the accompanying drawings and examples. The following examples are for illustrative purposes only and should not be construed as limiting the scope of this utility model.

[0021] like Figure 1 and Figure 2As shown, a vibration-damping floating slab track includes a track bed 1 and a vibration damping assembly 4. A first track slab 2 is provided on the upper left side of the track bed 1, and a second track slab 3 is connected to the outside of the first track slab 2. The vibration damping assembly 4 is provided on the outside of the first track slab 2, and the vibration damping assembly 4 includes a mounting base 401, a receiving groove 402, a vibration damping pad 403, a rail body 404, a mounting groove 405, and a steel spring body 406. The mounting base 401 has a receiving groove 402 in the middle, and the vibration damping pad 403 is provided inside the receiving groove 402. The upper end is connected to a steel rail body 404. An installation groove 405 is provided inside the first track plate 2, and a steel spring body 406 is installed inside the installation groove 405. The internal dimensions of the receiving groove 402 are adapted to the external dimensions of the shock-absorbing pad 403, and the shock-absorbing pad 403 is connected to the mounting base 401 through the receiving groove 402. Six steel spring bodies 406 are provided, with three steel spring bodies 406 forming a group. Each group of steel spring bodies 406 is symmetrically arranged on both sides of the front centerline of the first track plate 2. The spring body 406 is embedded in the mounting groove 405, and the steel spring body 406 and the mounting groove 405 are fixedly connected by bolts. The mounting base 401 is fixedly installed on both sides of the upper end of the first track plate 2 by tightening the bolts. The internal dimensions of the receiving groove 402 opened inside the mounting base 401 are adapted to the external dimensions of the shock-absorbing pad 403, so that the shock-absorbing pad 403 is installed into the mounting base 401 through the receiving groove 402. The rail body 404 is installed on the upper end of the mounting base 401 by bolts. The mounting base 401 is equipped with internal features. The shock-absorbing pad 403 performs shock absorption on the rail body 404. The steel spring body 406 is fixedly installed in the mounting groove 405 opened at the lower end of the first track slab 2. At the same time, the bottom of the steel spring body 406 is fixedly installed to the upper surface of the track bed 1, and the upper end of the steel spring body 406 is fixedly installed to the upper end of the mounting groove 405. This allows the first track slab 2 to be connected to the track bed 1 by the steel spring body 406, thereby further increasing the shock absorption effect during the use of the floating slab track and further improving the overall vibration isolation performance of the floating slab track.

[0022] like Figures 1 to 3As shown, the first track plate 2 is externally equipped with an installation component 5, which includes an installation mating groove 501, an installation mating block 502, and a mating mortise 503. The installation mating groove 501 is internally connected to the installation mating block 502. The second track plate 3 has a mating mortise 503 in its middle. The installation component 5 also includes a mating tenon 504, a threaded groove 505, and an installation bolt 506. The mating mortise 503 is internally connected to the mating tenon 504. The second track plate 3 has a threaded groove 505 at its left end, and the threaded groove 505 is internally connected to the installation bolt 506. The internal dimensions of the installation mating groove 501 are adapted to the external dimensions of the installation mating block 502, and the installation mating block 502 is embeddedly connected to the second track plate 3 through the installation mating groove 501. The internal dimensions of the threaded groove 505 are adapted to the external dimensions of the installation bolt 506, and the installation bolt 506 is connected to the second track plate 3 through the threaded groove 505. Plate 3 is rotatably connected, and the mounting docking block 502 and the docking tenon 504 are fixedly installed on the outer rear end of the first track plate 2 by fastening bolts. The external dimensions of the mounting docking block 502 are adapted to the internal dimensions of the mounting docking groove 501 opened at the front end of the second track plate 3. At the same time, the external dimensions of the docking tenon 504 are adapted to the internal dimensions of the docking mortise 503 opened at the front end of the second track plate 3. Thus, the first track plate 2 and the second track plate 3 are limited and connected by the docking tenon 504 and the docking mortise 503. At this time, the mounting docking block 502 is installed inside the mounting docking groove 501. The mounting bolt 506 is installed into the threaded groove 505. The mounting bolt 506 completes the limitation of the mounting docking block 502 inside the mounting docking groove 501, thereby quickly completing the fixed installation of the first track plate 2 and the second track plate 3, increasing the stability and practicality of the floating plate track splicing installation.

[0023] In summary, when using this vibration-damping floating slab track, the mounting base 401 is first fixed to both sides of the upper end of the first track slab 2 using fastening bolts. The rail body 404 is then bolted to the upper end of the mounting base 401. The vibration damping pads 403 installed inside the mounting base 401 dampen the rail body 404. The steel spring body 406 is fixedly installed in the mounting groove 405 opened at the lower end of the first track slab 2. The first track slab 2 is connected to the track bed 1 via the steel spring body 406, thus further increasing the floating slab. The track provides shock absorption during use. Then, the first track plate 2 and the second track plate 3 are positioned and connected by the tenon 504 and the mortise 503. At this time, the mounting block 502 is installed inside the mounting groove 501, and the mounting bolt 506 is installed inside the threaded groove 505. The mounting bolt 506 is used to limit the mounting block 502 inside the mounting groove 501, thereby quickly completing the fixed installation of the first track plate 2 and the second track plate 3, increasing the stability and practicality of the floating plate track splicing installation.

[0024] The embodiments of this utility model are given for illustrative and descriptive purposes only, and are not intended to be exhaustive or to limit the utility model to the forms disclosed. Many modifications and variations will be apparent to those skilled in the art. The embodiments were chosen and described in order to better illustrate the principles and practical applications of this utility model, and to enable those skilled in the art to understand this utility model and design various embodiments with various modifications suitable for a particular purpose.

Claims

1. A vibration-damping floating slab track, comprising a track bed (1) and vibration-damping components (4), characterized in that, The track bed (1) is provided with a first track plate (2) on the upper left side, and a second track plate (3) is connected to the outside of the first track plate (2). A shock-absorbing component (4) is provided on the outside of the first track plate (2), and the shock-absorbing component (4) includes a mounting base (401), a receiving groove (402), a shock-absorbing pad (403), a rail body (404), a mounting groove (405), and a steel spring body (406). The mounting base (401) has a receiving groove (402) in the middle, and a shock-absorbing pad (403) is provided inside the receiving groove (402). The upper end of the mounting base (401) is connected to the rail body (404). The first track plate (2) has a mounting groove (405) in the inside, and a steel spring body (406) is provided inside the mounting groove (405). An installation component (5) is provided on the outside of the first track plate (2).

2. The vibration-damping and isolation floating slab track according to claim 1, characterized in that, The internal dimensions of the receiving groove (402) are adapted to the external dimensions of the shock-absorbing pad (403), and the shock-absorbing pad (403) is connected to the mounting base (401) through the receiving groove (402).

3. The vibration-damping and isolation floating slab track according to claim 1, characterized in that, The number of steel spring bodies (406) is set to six, and three steel spring bodies (406) are grouped together. Each group of steel spring bodies (406) is symmetrically arranged on both sides of the front center axis of the first track plate (2).

4. The vibration-damping floating slab track according to claim 1, characterized in that, The steel spring body (406) is embedded in the mounting groove (405), and the steel spring body (406) and the mounting groove (405) are fixedly connected by bolts.

5. A vibration-damping floating slab track according to claim 1, characterized in that, The installation component (5) includes an installation docking groove (501), an installation docking block (502), and a docking mortise (503). The installation docking groove (501) is connected to the installation docking block (502), and the second track plate (3) has a docking mortise (503) in the middle.

6. A vibration-damping floating slab track according to claim 5, characterized in that, The mounting assembly (5) also includes a tenon (504), a threaded groove (505) and a mounting bolt (506), and the tenon (504) is connected inside the mortise (503). The second track plate (3) has a threaded groove (505) on its left side, and the mounting bolt (506) is connected inside the threaded groove (505).

7. A vibration-damping floating slab track according to claim 6, characterized in that, The internal dimensions of the mounting docking groove (501) are adapted to the external dimensions of the mounting docking block (502), and the mounting docking block (502) is embeddedly connected to the second track plate (3) through the mounting docking groove (501).

8. A vibration-damping floating slab track according to claim 6, characterized in that, The internal dimensions of the threaded groove (505) are adapted to the external dimensions of the mounting bolt (506), and the mounting bolt (506) is rotatably connected to the second track plate (3) through the threaded groove (505).

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