CN211420739U - Track pressing plate vibration damper for urban track - Google Patents
Track pressing plate vibration damper for urban track Download PDFInfo
- Publication number
- CN211420739U CN211420739U CN201922035889.8U CN201922035889U CN211420739U CN 211420739 U CN211420739 U CN 211420739U CN 201922035889 U CN201922035889 U CN 201922035889U CN 211420739 U CN211420739 U CN 211420739U
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- track
- vibration damper
- fixedly connected
- railway roadbed
- main part
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Abstract
The utility model provides a track clamp plate vibration damper for urban rail belongs to track technical field, including track railway roadbed and native pillow, the both sides fixedly connected with of track railway roadbed connects the curb plate, connects the curb plate and is down trapezoidal setting, lies in the setting directly over native pillow simultaneously, connects the spacing arch of top fixedly connected with of curb plate, connects fixedly connected with shock pad between curb plate and the track railway roadbed, and the surperficial salient of shock pad sets up the shock attenuation arch. Through the shock pad, effectually cushion track vibrations, the shock attenuation that the surface set up simultaneously is protruding, when receiving the external pressure, the surface trompil cushions it, reach absorbing effect, through set up the indent between track railway roadbed and track main part, cooperate the blotter of embedded setting, effectually support the track main part, cushion perpendicular external force simultaneously, reach absorbing effect, because the blotter is the level contact with track main part bottom, when receiving the external pressure, even external pressure disperses.
Description
Technical Field
The utility model relates to a track technical field, more specifically relates to a track clamp plate vibration damper for urban rail.
Background
The subway is a form of railway transportation, and refers to an urban rail transit system which is mainly operated underground, namely the underground railway or the underground railway is short for description; many such systems may be switched to ground or elevated sections of road in areas outside of urban centers in order to fit the building environment and take into account construction and operating costs. The subway is an urban rail transit system which covers the exclusive right of way, high density and high traffic volume under various underground and overground roads in urban areas, and the Taiwan subway in China is called as 'rapid transit'. In addition to underground railways, elevated railways or railways laid on roadways are also included. Therefore, the subway is exclusive to the right of way and has no level crossing, which is also the fundamental sign that the subway is distinguished from the light rail traffic system. The earliest (and first) subway in the world was the metropolitan subway in london, england, and was established in 1863. In China, with the progress of modernization, the trend of large-scale development of a traffic system is extremely rapid.
The environmental vibration induced by subway operation can interfere the normal life of people, make people feel uncomfortable, even influence the study and rest of people, and the vibration is internationally classified as one of seven environmental hazards. The induction of strong ground wave and rail vibration by high-speed trains has attracted much attention by foreign scholars and railway companies.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the problem in the background to provide a track clamp plate vibration damper for urban rail.
In order to achieve the above object, the utility model provides a following technical scheme: including track railway roadbed and native pillow, the both sides fixedly connected with of track railway roadbed connects the curb plate, it is down trapezoidal setting to connect the curb plate, be located the setting directly over the native pillow simultaneously, the spacing arch of top fixedly connected with of connection curb plate, fixedly connected with shock pad between connection curb plate and the track railway roadbed, the surperficial salient of shock pad sets up the shock attenuation arch, the top fixed connection track main part of track railway roadbed, the embedding sets up the blotter between track railway roadbed and the track main part, the both ends fixedly connected with clamp plate of track main part, the surface of clamp plate is the indent setting, the bottom fixed connection cushion collar of clamp plate, the surface embedding of clamp plate sets up fixing bolt, fixing bolt imbeds in the cushion collar.
Preferably, the shock absorption bulge is a disc-shaped bulge, the outer side of the shock absorption bulge is vertically protruded to form an annular shape, and holes are uniformly formed in the surface of the shock absorption bulge.
Preferably, the shock pad is rectangular rubber pad setting.
Preferably, the track main body and the track bed are arranged in an inwards concave embedded mode, and the contact position of the track bed and the track main body is arranged in an inverted trapezoid inwards concave mode.
Preferably, the buffer pads are also located in a recessed position between the track bed and the track body.
Preferably, the cushion collar can set up alone or wholly to set up according to fixing bolt, for the plastic cover.
The utility model provides a track clamp plate vibration damper for urban rail has following beneficial effect:
1. this track clamp plate vibration damper for urban rail through being in the shock pad between track ballast bed and the native pillow, effectually cushions the track vibrations, and the shock attenuation that the surface set up simultaneously is protruding, and when receiving the external pressure, the surperficial trompil cushions it, reaches absorbing effect.
2. This track clamp plate vibration damper for urban rail through set up the indent between track railway roadbed and track main part, the effectual blotter that sets up of cooperation supports the track main part, cushions perpendicular external force simultaneously, reaches absorbing effect, because the blotter is the horizontal contact with track main part bottom, when receiving the external pressure, even external pressure disperses, difficult wearing and tearing, and the durability is good.
3. This track clamp plate damping device for urban rail through the cushion collar, when using fixing bolt to fix the clamp plate, reinforcing fixing bolt's connection dynamics cushions the external force, and effectual external pressure that bears fixing bolt disperses the buffering.
Drawings
Fig. 1 is a side view of the overall structure of the present invention.
Fig. 2 is a schematic view of the pressing plate structure of the present invention.
Fig. 3 is a top view of the shock pad structure of the present invention.
In FIGS. 1-3: 1-track ballast bed, 2-soil sleeper, 3-connecting side plate, 4-limiting bulge, 5-shock pad, 6-track main body, 7-pressing plate, 8-buffer sleeve, 9-shock pad, 10-buffer pad and 11-fixing bolt.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1 to 3, in an embodiment of the present invention, a rail pressing plate damping device for an urban rail comprises a rail track bed 1 and a soil pillow 2, wherein two sides of the rail track bed 1 are fixedly connected with connecting side plates 3, the connecting side plates 3 are arranged in an inverted trapezoid shape, be located soil pillow 2 simultaneously and set up directly over, connect the spacing arch 4 of top fixedly connected with of curb plate 3, fixedly connected with shock pad 5 between connection curb plate 3 and the track railway roadbed 1, the surperficial salient of shock pad 5 sets up shock attenuation arch 9, the top fixed connection track main part 6 of track railway roadbed 1, the embedding sets up blotter 10 between track railway roadbed 1 and the track main part 6, the both ends fixedly connected with clamp plate 7 of track main part 6, the surface of clamp plate 7 is the indent setting, the bottom fixed connection cushion housing 8 of clamp plate 7, the surface embedding of clamp plate 7 sets up fixing bolt 11, the embedding of fixing bolt 11 is in cushion housing 8.
In this embodiment, the protruding 9 of shock attenuation is discoid protruding setting, and the protruding 9 outside perpendicular outstanding settings in shock attenuation, is the annular, and the trompil is evenly seted up on the surface, through being in shock pad 5 between track ballast bed 1 and the native pillow 2, effectually cushions the track vibrations, and the protruding 9 of shock attenuation of surface setting simultaneously when receiving the external pressure, the surface trompil cushions it, reaches absorbing effect.
In this embodiment, the track main body 6 and the track bed 1 are embedded in an inner concave manner, and the contact position between the track bed 1 and the track main body 6 is an inverted trapezoid inner concave manner.
In this embodiment, blotter 10 is in the indent position between track railway roadbed 1 and track main part 6 with, through set up the indent between track railway roadbed 1 and track main part 6, the embedded blotter 10 that sets up of cooperation, effectually supports track main part 6, cushions perpendicular external force simultaneously, reaches absorbing effect, because blotter 10 is horizontal contact with track main part 6 bottom surface, when receiving the external pressure, even external pressure disperses, difficult wearing and tearing, the durability is good.
In this embodiment, cushion collar 8 can set up alone according to fixing bolt 11 and set up or wholly, for the plastic cover, through cushion collar 8, when using fixing bolt 11 to fix clamp plate 7, reinforcing fixing bolt 11's connection dynamics cushions the external force, and effectual external pressure that bears fixing bolt 11 disperses the buffering.
In this embodiment, the cushion 5 is a rectangular rubber pad.
When the track pressing plate vibration damper for the urban track is used, when the damper is used, the shock absorption pad 5 is embedded between the soil sleeper 2 and the track bed 1 through an external fixing part for connection and fixation, when the track main body 6 is fixed by the pressing plate 7, the track main body 6 is embedded in the concave position of the surface of the track bed 1, the bottom surface of the track main body 6 contacts with the buffer pad 10, when the pressure plate is installed, the fixing bolt 11 is embedded in the buffer sleeve 8 for fixing, when track main part 1 received external force, the external force downward transmission of vertical bringing, blotter 10 and cushion collar 8 cushion the dispersion to it, and the shock pad 5 that is located between track ballast bed 1 and the native pillow 2 cushions track ballast bed 1 and receives external force, and shock attenuation arch 9 is when receiving external force, and the shrink is kick-backed.
The above is only the preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, without departing from the concept of the present invention, several modifications and improvements can be made, which should also be regarded as the protection scope of the present invention, and these will not affect the effect of the implementation of the present invention and the practicability of the patent.
Claims (6)
1. The utility model provides a track clamp plate vibration damper for urban rail, includes track ballast bed (1) and native pillow (2), its characterized in that: two sides of the track bed (1) are fixedly connected with connecting side plates (3), the connecting side plates (3) are arranged in an inverted trapezoid shape, lie in simultaneously and set up directly over native pillow (2), connect spacing arch of top fixedly connected with (4) of curb plate (3), fixedly connected with shock pad (5) between curb plate (3) and track railway roadbed (1), the surperficial salient of shock pad (5) sets up shock attenuation arch (9), the top fixed connection track main part (6) of track railway roadbed (1), the embedding sets up blotter (10) between track railway roadbed (1) and track main part (6), the both ends fixedly connected with clamp plate (7) of track main part (6), the surface of clamp plate (7) is the indent setting, bottom fixed connection cushion collar (8) of clamp plate (7), the surface embedding of clamp plate (7) sets up fixing bolt (11), fixing bolt (11) embedding is in cushion collar (8).
2. The track pressing plate vibration damper for urban rails according to claim 1, wherein: the shock absorption bulges (9) are arranged in a disc-shaped bulge, the outer sides of the shock absorption bulges (9) are vertically protruded to form an annular shape, and holes are uniformly formed in the surface of the shock absorption bulges.
3. The track pressing plate vibration damper for urban rails according to claim 1, wherein: the shock pad (5) is arranged in a rectangular rubber pad.
4. The track pressing plate vibration damper for urban rails according to claim 1, wherein: the track bed is characterized in that the track main body (6) and the track bed (1) are arranged in an inwards concave embedded mode, and the contact position of the track bed (1) and the track main body (6) is arranged in an inverted trapezoidal inwards concave mode.
5. The track pressing plate vibration damper for urban rails according to claim 1, wherein: the buffer pads (10) are positioned at the concave positions between the track bed (1) and the track main body (6).
6. The track pressing plate vibration damper for urban rails according to claim 1, wherein: buffer sleeve (8) can set up alone or wholly to set up according to fixing bolt (11), for the plastic cover.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201922035889.8U CN211420739U (en) | 2019-11-22 | 2019-11-22 | Track pressing plate vibration damper for urban track |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201922035889.8U CN211420739U (en) | 2019-11-22 | 2019-11-22 | Track pressing plate vibration damper for urban track |
Publications (1)
Publication Number | Publication Date |
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CN211420739U true CN211420739U (en) | 2020-09-04 |
Family
ID=72244825
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201922035889.8U Expired - Fee Related CN211420739U (en) | 2019-11-22 | 2019-11-22 | Track pressing plate vibration damper for urban track |
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CN (1) | CN211420739U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113668300A (en) * | 2021-09-03 | 2021-11-19 | 建湖金洋科技有限公司 | Backing plate for subway rail |
-
2019
- 2019-11-22 CN CN201922035889.8U patent/CN211420739U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113668300A (en) * | 2021-09-03 | 2021-11-19 | 建湖金洋科技有限公司 | Backing plate for subway rail |
CN113668300B (en) * | 2021-09-03 | 2023-02-14 | 建湖金洋科技有限公司 | Backing plate for subway rail |
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200904 Termination date: 20211122 |
|
CF01 | Termination of patent right due to non-payment of annual fee |