Integrated anti-vibration pad track plate system

Abstract

The utility model relates to the technical field of rail transit, and discloses an integrated anti-vibration pad rail plate system, which comprises a concrete base, a rail plate, an anti-vibration pad, an anti-vibration pad and an anti-vibration pad, vibration reduction mechanisms are further arranged in the gap between the track plate and the concrete base and the gap between the track plate and the boss. According to the integrated anti-vibration pad track board system, the integrated anti-vibration pad is prefabricated or cast on site, the procedures of anti-vibration pad pasting and laying, mortar adjusting layer pouring, boss resin pouring and the like are replaced, and construction is more convenient and efficient; the device can be designed according to different track plate structure types and heights, the structure is simple, and good line adaptability is achieved; compared with a traditional elastic pad, the integrated anti-vibration pad is good in integrality, accurate in positioning and good in autohension, the phenomenon that the integrated anti-vibration pad falls off from the track plate after being used for a high frequency is avoided, and the using effect is remarkably improved.

Description

Technical Field

[0001] The utility model relates to the technical field of rail transportation, in particular to an integrated vibration-damping pad track plate system. Background Art

[0002] With the increasing development of economy and technology, people's requirements for the comfort of rail transit are getting higher and higher. The construction of rail transit in major central cities is accelerating, and the requirements for the shock absorption technical conditions and construction efficiency of the track plate system are gradually increasing. In the traditional ballastless track plate system, the adjustment layer is mostly filled with self-compacting mortar poured in mortar bags, the surface stiffness is relatively large, and the vibration reduction effect is poor. In sections where vibration reduction is required, prefabricated shock-absorbing pads are usually pasted and laid on the adjustment layer under the track plate, and the gap between the boss and the track plate is filled with boss resin separately. The components and their installation processes are numerous and complicated, with low efficiency and poor integrity. In addition, the shock-absorbing pads are prone to falling off or offset during use.

[0003] The Chinese patent with announcement number CN203923803U fills liquid polyurethane under the positioned track plate, and after curing, it bonds with the track plate and the base as a whole to form a shock-absorbing and sound-insulating elastomer layer, which significantly improves the vibration reduction and sound insulation effects. However, the fence positioning, sealing and pouring port settings are relatively complicated, and the boss resin still needs to be poured separately, which requires more processes.

[0004] Therefore, we proposed an integrated vibration damping pad track plate system. Utility Model Content

[0005] (1) Technical issues solved

[0006] In view of the deficiencies in the prior art, the utility model provides an integrated vibration-damping pad track plate system, which has the advantages of simple process, strong integrity and meeting vibration-damping requirements.

[0007] (II) Technical solution

[0008] In order to achieve the purpose of simple process, strong integrity and meeting the vibration reduction requirements, the utility model provides the following technical solutions: an integrated vibration reduction pad track plate system, including a concrete base, a boss is provided on the top of the concrete base, and also includes:

[0009] Track plate, fixedly installed on the concrete base;

[0010] A vibration reduction mechanism is also provided in the gap between the track plate and the concrete base and in the gap between the track plate and the boss.

[0011] As a preferred technical solution of the utility model, an exhaust hole is vertically opened on the track plate.

[0012] As a preferred technical solution of the utility model, the track plate is a fastener-type track or an embedded track.

[0013] As a preferred technical solution of the utility model, the concrete base and the boss are cast at one time after the steel bars are tied, and the vibration damping mechanism is filled in the gap between the track plate and the concrete base and the gap between the track plate and the boss at one time from the edge of the boss by cast-in-place method.

[0014] As a preferred technical solution of the utility model, the vibration reduction mechanism is one or more of a cast polyurethane elastomer material, a foamed polyurethane elastomer material, an epoxy resin material, and a rubber elastomer material.

[0015] As a preferred technical solution of the utility model, the vibration reduction mechanism is an integrated vibration reduction pad, which is prefabricated and pasted on the bottom of the track plate;

[0016] After the concrete base and boss reinforcement cages are tied, the track slab with integrated vibration damping pads is installed on the concrete base, and then the concrete base and boss are cast integrally from the boss.

[0017] (III) Beneficial effects

[0018] Compared with the prior art, the utility model provides an integrated vibration damping pad track plate system, which has the following beneficial effects:

[0019] 1. The integrated vibration-damping pad track plate system does not require adjustment layer mortar, mortar pouring bags, boss resin pouring bags, boss resin and other materials. The vibration-damping mechanism is integrally cast or prefabricated and filled with elastomer materials. It has good integrity, fewer processes, high construction efficiency, and excellent vibration reduction and isolation effects.

[0020] 2. The integrated vibration-damping pad track plate system replaces the processes of vibration-damping pad pasting and laying, mortar adjustment layer pouring and boss resin pouring through prefabricated or on-site cast integrated vibration-damping pads, making the construction more convenient and efficient; it can be designed according to different track plate structural types and heights, with a simple structure and good line adaptability; compared with traditional elastic pads, the integrated vibration-damping pad has good integrity, accurate positioning, good self-adhesion, and will not fall off the track plate after high-frequency use; compared with the mortar adjustment layer, the integrated vibration-damping pad has good vibration reduction and isolation effect, which is especially suitable for occasions with vibration reduction and noise reduction requirements, and significantly improves the use effect. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] Figure 1 It is a schematic diagram of the overall structure in the first embodiment of the present utility model;

[0022] Figure 2 It is a cross-sectional view of the overall structure in the first embodiment of the utility model;

[0023] Figure 3 It is a schematic diagram of the overall structure of the second embodiment of the present utility model;

[0024] Figure 4 It is a cross-sectional view of the overall structure in the second embodiment of the present utility model.

[0025] In the figure: 1. concrete base; 2. boss; 3. integrated vibration damping pad; 4. track plate; 41. exhaust hole. DETAILED DESCRIPTION

[0026] 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.

[0027] Embodiment 1:

[0028] See also Figure 1 and Figure 2 An integrated vibration damping pad track plate system includes a concrete base 1, a boss 2 is provided on the top of the concrete base 1, in this embodiment, the concrete base 1 and the boss 2 are cast at one time after the steel bars are tied, and the track plate 4 is finely adjusted and fixed on the concrete base 1 by tooling;

[0029] like Figure 2 As shown, a vibration reduction mechanism is also provided in the gap between the track plate 4 and the concrete base 1 and in the gap between the track plate 4 and the boss 2;

[0030] In this embodiment, the vibration reduction mechanism is one or more of a cast polyurethane elastomer material, a foamed polyurethane elastomer material, an epoxy resin material, and a rubber elastomer material;

[0031] The vibration reduction mechanism is cast in situ and filled in the gap between the track plate 4 and the concrete base 1 and the gap between the track plate 4 and the boss 2 at one time from the edge of the boss 2;

[0032] In order to facilitate exhaust, an exhaust hole 41 is vertically opened on the track plate 4. The exhaust hole 41 is far away from the boss 2 and is symmetrically distributed, which is convenient for pouring the vibration reduction mechanism and avoiding loose pouring.

[0033] During pouring, a pouring space is reserved at the bottom of the track plate 4 , and the gaps around are closed by elastic sealing bands. The pouring port is the gap between the track plate 4 and the boss 2 .

[0034] Furthermore, adhesive may be applied to the surfaces of the parts in contact with the vibration reduction mechanism to achieve close fit and firm bonding of the parts.

[0035] In this embodiment, Figure 1 As shown, the track plate 4 is an embedded track (ie, an embedded track support platform and an elastic track locking structure are installed on the upper part of the track plate 4).

[0036] In this embodiment, there is no need to adjust the layer mortar, mortar pouring bag, boss 2 resin pouring bag, boss 2 resin and other materials. The vibration reduction mechanism is integrally cast using an elastomeric material, has good integrity, fewer steps, high construction efficiency, good line adaptability, and excellent vibration reduction and isolation effect.

[0037] Embodiment 2:

[0038] See also Figure 3 and Figure 4 , based on the first embodiment, the difference from the first embodiment is that the track plate 4 in this embodiment is a fastener-type track (ie, a fastener system is installed on the upper part of the track plate 4).

[0039] Embodiment three:

[0040] See also Figure 3 and Figure 4 , based on the first embodiment, the difference from the first embodiment is that the vibration reduction mechanism in this embodiment is an integrated vibration reduction pad 3, which is prefabricated and pasted on the bottom of the track plate 4;

[0041] In this embodiment, the concrete base 1 and the boss 2 are cast last. After the concrete base 1 and the boss 2 are tied with steel cages, the track plate 4 with the integrated vibration damping pad 3 is finely adjusted by the tooling and installed on the concrete base 1. Then, the concrete base 1 and the boss 2 are cast integrally from the boss 2.

[0042] In order to facilitate exhaust, holes need to be reserved at the corresponding positions of the integrated vibration-damping pad 3 and the exhaust holes 41 of the track plate 4 so that the gas can pass through and be discharged.

[0043] In the utility model, the integrated vibration damping pad 3 is prefabricated or cast on site, which replaces the processes of vibration damping pad pasting and laying, mortar adjustment layer pouring and boss 2 resin pouring, etc., and the construction is more convenient and efficient; it can be designed according to different track plate 4 structural types and heights, with a simple structure and good line adaptability; compared with traditional elastic pads, the integrated vibration damping pad 3 has good integrity, accurate positioning, good self-adhesion, and will not fall off the track plate 4 after high-frequency use; compared with the mortar adjustment layer, the integrated vibration damping pad 3 has a good vibration reduction and isolation effect, is particularly suitable for occasions where vibration reduction and noise reduction are required, and significantly improves the use effect.

[0044] Embodiment 4:

[0045] See also Figure 1 -

[0046] Figure 4 This embodiment provides a construction method of an integrated vibration-damping pad track plate, which specifically includes the following steps:

[0047] S1, tying steel bars to form a concrete base 1 and a boss 2 frame;

[0048] S2, fine-tune the track plate 4 and fix it on the concrete base 1 through the tooling;

[0049] S3, casting and molding.

[0050] As a casting method, in step S1, after tying steel bars to form the concrete base 1 and the boss 2 frame, the concrete base 1 and the boss 2 are cast and formed at one time;

[0051] In step S3 , the vibration reduction mechanism is filled in the gap between the track plate 4 and the concrete base 1 and the gap between the track plate 4 and the boss 2 at one time by casting from the edge of the boss 2 .

[0052] As another casting method, in step S2 , the integrated vibration-damping pad 3 is prefabricated and pasted on the bottom of the track plate 4 , and in step S3 , the concrete base 1 and the boss 2 are cast integrally from the boss 2 .

[0053] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. An integrated vibration-damping pad track plate system, comprising a concrete base (1), wherein a boss (2) is provided on the top of the concrete base (1), characterized in that: Also includes: A track plate (4) is fixedly mounted on the concrete base (1); A vibration reduction mechanism is also provided in the gap between the track plate (4) and the concrete base (1), and in the gap between the track plate (4) and the boss (2).

2. The integrated vibration damping pad track plate system according to claim 1, characterized in that: The track plate (4) is provided with an exhaust hole (41) extending vertically therethrough.

3. The integrated vibration damping pad track plate system according to claim 1, characterized in that: The track plate (4) is a fastener-type track or an embedded track.

4. The integrated vibration damping pad track plate system according to claim 1, characterized in that: The concrete base (1) and the boss (2) are cast in one step after the reinforcement is tied, and the vibration reduction mechanism is filled in one step from the edge of the boss (2) in a cast-in-place manner in the gap between the track plate (4) and the concrete base (1), and in the gap between the track plate (4) and the boss (2).

5. The integrated vibration damping pad track plate system according to claim 1, characterized in that: The vibration reduction mechanism is an integrated vibration reduction pad (3) which is prefabricated and adhered to the bottom of the track plate (4); After the concrete base (1) and the boss (2) are tied with steel cages, a track plate (4) having an integrated vibration-damping pad (3) is installed on the concrete base (1), and then the concrete base (1) and the boss (2) are integrally cast from the boss (2).

Images