CN204753273U - Rail shock absorbing means for track traffic - Google Patents
Rail shock absorbing means for track traffic Download PDFInfo
- Publication number
- CN204753273U CN204753273U CN201520404496.9U CN201520404496U CN204753273U CN 204753273 U CN204753273 U CN 204753273U CN 201520404496 U CN201520404496 U CN 201520404496U CN 204753273 U CN204753273 U CN 204753273U
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- Prior art keywords
- rail
- absorbing means
- elastic body
- track traffic
- elastomer
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Abstract
The utility model belongs to the technical field of the track traffic, concretely relates to rail shock absorbing means for track traffic. A rail shock absorbing means for track traffic who provides presss from both sides (3) including elastomer (2), quality piece (5) and elastic fixation, the cavity has between the web of the rail of quality piece (5) and rail (1), rail shock absorbing means still is provided with rigidity restraint layer (9), and rigidity restraint layer (9) are located between elastomer up end and the elastic fixation clamp at least, make elastic fixation press from both sides and press from both sides tightly through the rigidity restraint layer the elastomer, dispersion elastomer upper end, the pressure that the side received reduce the stress of elastomer, do benefit to performance elastomer elasticity, reduce the elastomer and in the deformation of vertical direction, reduce the restraint of confrontation gage block, increase the vibration of elastomer in horizontal direction. The utility model discloses the effective control wheel rail strike, has reduced the rail ripples and has ground and produce, reduceed vibration noise pollution, promoted driving safety, reduced track operation maintenance cost.
Description
Technical field
The utility model belongs to technical field of rail traffic, is specifically related to a kind of track traffic rail shock-absorbing means.
Background technology
Track traffic has that speed is fast, freight volume is large, cost is low, comfortable safe and to the advantage such as air pollution is little, track and traffic safety guarantee the key factor of the long-term normal operation of train.
Along with train long-play on current domestic rail line, the wheel of the generation excited by impact of the Structure deformation between rail and wheel and rail vibration and noise radiation cause very important environment pollution, have a strong impact on comfort level by bus; The varying level that wheel-rail impact excitation and track irregularity characteristic etc. make rail and wheel produce instability vibrates thus makes wheel track surface form Corrugation (abbreviation rail corrugation) sustainable development, this Rail corrugation has more increased the weight of Rail Surface irregularity and has acted on wheel, exacerbate the wheel track dynamic rolling impact force at contact between wheel and rail and Wheel Rail Vibration level, and then accelerate the development of corrugation, make the pollution of noise and vibration to environment more serious simultaneously.Its problem main manifestations literary composition once some:
(1) pollute day by day serious to the vibration noise of environment
Shock between rail corrugation aggravation wheel and rail, the noise and vibration that huge impact produces not only reduces ride comfort greatly, and the vibration radiation caused neighboring buildings is fairly obvious.Along with the continuous propelling of urbanization process, increasing rail line through various sensitizing range (as hospital, school, office, residential block), because the vibration & noise pollution problem caused by train operation must solve.
(2) Rail Surface corrugation is to the hidden danger of traffic safety
Track traffic is very harsh to train operation conditional request, and the serious irregularity of Rail Surface makes the wheel of running at high speed can not well fit rail, there is potential safety hazard.Track ripple mill causes rail, Vehicular vibration aggravates, cause rail safety buckle casting die to damage (spring fracture) and rolling stock component repair rate higher, raising vehicle maintenance expense.On circuit also frequent because of track ripple mill cause traffic interruptions, upset operational plan, bring unnecessary economic loss.
(3) railway maintenance cost increase
Ripple mill causes the irregularity of Rail Surface, causes wheel-rail force sharply to increase, impels the emergence and development of track and rolling stock associated components hurt, thus increases maintenance cost; Because train causes track high vibration to cause ballast aggregate efflorescence speed to be accelerated by during ripple mill location, railway roadbed frost boiling mud, rail clip loosens, screw spike, and sleeper sky hangs, rubber cushion damage etc.; Only consider track circuit transformation, per 100 km maintenance cost is about 1-1.5 hundred million yuan.
For controlling the impact that rail vibration, noise and bad wheel-rail impact cause, the multiple vibration damping absorbing product of engineering staff's research and development, wherein web of the rail dynamic vibration absorber is more common, it is close to rail both side surface after utilizing mass bonding with elastic body, steel rail dynamic absorber disclosed in patent CN201120437186.9, this series products has certain effect of vibration and noise reduction.But find in engineer applied, this product quality block is bonding with elastic body to be formed, and bonding plane is exposed in external environment condition, bonding kept man of a noblewoman's environmental aging impact is serious, easily causes adhesive effect to decline, directly affects effect of vibration and noise reduction.Research surface, the main cause that rail corrugation produces is the excitation of low frequency oscillation crosswise, in order to make bump leveller fully play control the effect of rail corrugation, just have the horizontal mode of low order in the necessary same frequency range of absorber mass block can obtain better effects.And rail both sides web section is wrapped up by elastic body completely in this class formation, in order to realize shock attenuation result, product is closely connected has certain clamping force in Rail Surface, this elastic body rigidity on vertical steel rail web direction made is larger, larger constraint is produced to mass, be difficult to the vibration producing the vertical rail direction of low order during mass excited target, i.e. oscillation crosswise, the effect of its control rail oscillation crosswise, reduction wheel-rail impact, control corrugation is had a greatly reduced quality.
Utility model content
For solving the problems of the technologies described above, the purpose of this utility model proposes a kind of track traffic rail shock-absorbing means.
For completing above-mentioned purpose, the utility model adopts following technical scheme:
A kind of track traffic rail shock-absorbing means, described rail shock-absorbing means includes elastic body, mass and elastic fixing clip; Described elastic body is arranged on the both sides of each one steel rail and the longitudinal direction along rail is arranged, profile and the rail external surface of described elastic body and rail contact surface are consistent; Described elastic body is fitted by the intimate being arranged on elastic fixing clip outside it and described rail; Described mass is embedded in described elastic body, and longitudinally arranges along elastomeric; Between described mass and the web of the rail of rail, there is cavity; Described rail shock-absorbing means is also provided with rigid constraint layer, and described rigid constraint layer, at least between elastic body upper surface and elastic fixing clip, makes elastic fixing clip by the elastic body described in the clamping of rigid constraint layer.
The bonding surface of described elastic body and steel rail web has the groove I arranged along steel rail laying direction, between described groove I and steel rail web, form described cavity.
Described groove I is groove.
Described groove I is that one end is closed, the structure of one end open.
In described groove I, there is projection, and described projection contacts with steel rail web.
In described groove I, there is multiple blind hole.
Described elastomeric lateral surface has the groove II arranged along steel rail laying direction.
Described elastic body has the through hole arranged along steel rail laying direction, and described through hole is between mass and steel rail web, and described through hole forms described cavity.
Described rigid constraint layer is between elastic body and elastic fixing clip.
Described rigid constraint layer is between elastomeric upper surface and elastic fixing clip.
A kind of track traffic rail shock-absorbing means that the utility model proposes, cavity is designed between mass and the web of the rail of rail, reduce the contact area of elastic body and rail, when there is dynamic excitation, elastic body is laterally more easily deforming, rigidity is lower, lower to the constraint of mass, mass oscillation crosswise can be excited in comparatively low-frequency range, improve the energy that rail vibration transfer is the vibration of sole mass block in low-frequency range by bump leveller, alleviate the ripple mill situation of rail within the scope of 200-900Hz.Rigid constraint layer limits the vibration of mass at vertical direction, be conducive to the performance of oscillation crosswise, better reach the object of this design, namely produce low frequency oscillation crosswise and control rail corrugation emergence and development, lower vibration noise to pollute simultaneously, improve travel safety, reduce track operation maintenance cost.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model embodiment 1.
Fig. 2 is the structural representation of the utility model elastomer.
Fig. 3 is the A-A sectional view of Fig. 2.
Fig. 4, Fig. 5, Fig. 6, Fig. 7, Fig. 8 are the structural representation of the utility model further groove.
Fig. 9 is the structural representation of the utility model embodiment 2.
Figure 10 is the structural representation of the utility model embodiment 3.
In figure: 1, rail, 2, elastic body, 3, elastic fixing clip, 4, elastic body and rail contact surface, 5, mass, 6, lateral surface, 7, elastic body upper surface, 8, groove I, 9, rigid constraint layer, 10, restraint layer, 11, groove II.
Detailed description of the invention
With specific embodiment, the utility model is illustrated by reference to the accompanying drawings:
As shown in Figure 1, a kind of track traffic rail shock-absorbing means, described rail shock-absorbing means includes elastic body 2, mass 5 and elastic fixing clip 3; Described elastic body 2 is arranged on the both sides of each one steel rail 1 and the longitudinal direction along rail 1 is arranged, profile and rail 1 external surface of described elastic body and rail contact surface 4 are consistent; Described elastic body 2 is fitted with the intimate of described rail 1 by the elastic fixing clip 3 be arranged on outside it; Composition graphs 2, Fig. 3, described mass 5 is embedded in described elastic body 2, and arranges along the longitudinal direction of elastic body 2; Between described mass 5 and the web of the rail of rail 1, there is cavity, in this embodiment, described cavity is formed by between the groove I 8 that the bonding surface of described elastic body and steel rail web is arranged along steel rail laying direction and steel rail web, reduce elastic body and rail contact area, alleviate elastic body quality in a lateral direction, thus decrease elastic body rigidity in a lateral direction, making mass when being subject to encouraging, producing the vibration in the vertical rail direction of low order, i.e. oscillation crosswise; Composition graphs 4, described groove I is groove; As shown in Figure 5, described groove I also can be one end and closes, the structure of one end open; Described rail shock-absorbing means is also provided with rigid constraint layer 9, described rigid constraint layer 9 is at least between elastic body upper surface and elastic fixing clip, make elastic fixing clip by the elastic body described in the clamping of rigid constraint layer, reduce the distortion of elastic body in vertical direction, reduce the constraint to mass, increase the vibration of elastic body at horizontal direction, mass oscillation crosswise can be excited in comparatively low-frequency range, improve the energy that rail vibration transfer is the vibration of sole mass block in low-frequency range by shock-absorbing means, alleviate rail corrugation situation within the scope of 200-900Hz.
As shown in Figure 6, Figure 7, described groove I 8 has projection, and described projection contacts with steel rail web, and described projection is circular or square or other shape.
As shown in Figure 8, in described groove I 8, there is multiple blind hole.
As shown in Figure 9, the structural representation of the utility model embodiment 2 is provided.The agent structure of this embodiment is with embodiment 1, and in this embodiment, described elastic body 2 has the through hole arranged along steel rail laying direction, and described through hole is between mass 5 and steel rail web, and described through hole forms described cavity.
As shown in Figure 10, the structural representation of the utility model embodiment 3 is provided.The agent structure of this embodiment with embodiment 1, in this embodiment, described rigid constraint layer 9 between elastic body 2 and elastic fixing clip 3, from elastomeric upper end, the stress of side respectively break-up shot gonosome; In order to fully reduce rigid constraint layer to the constraint of mass 5 in horizontal (i.e. direction, vertical steel web of the rail portion), mass 5 laterally more easily being vibrated, the lateral surface of described elastic body 2 has the groove II 11 arranged along steel rail laying direction.
Claims (10)
1. a track traffic rail shock-absorbing means, described rail shock-absorbing means includes elastic body (2), mass (5) and elastic fixing clip (3); Described elastic body (2) is arranged on the both sides of each one steel rail (1) and the longitudinal direction along rail (1) is arranged, profile and rail (1) external surface of described elastic body and rail contact surface (4) are consistent; Described elastic body (2) is fitted with the intimate of described rail (1) by being arranged on the elastic fixing clip (3) outside it; Described mass (5) is embedded in described elastic body (2), and arranges along the longitudinal direction of elastic body (2); It is characterized in that: between described mass (5) and the web of the rail of rail 1, there is cavity; Described rail shock-absorbing means is also provided with rigid constraint layer (9), and described rigid constraint layer (9), at least between elastic body upper surface and elastic fixing clip, makes elastic fixing clip by the elastic body described in the clamping of rigid constraint layer.
2. a kind of track traffic rail shock-absorbing means according to claim 1, it is characterized in that: described elastic body (2) and the bonding surface of steel rail web have the groove I (8) arranged along steel rail laying direction, between described groove I (8) and steel rail web, forms described cavity.
3. a kind of track traffic rail shock-absorbing means according to claim 2, is characterized in that: described groove I (8) is groove.
4. a kind of track traffic rail shock-absorbing means according to claim 2, is characterized in that: described groove I (8) for closing one end, the structure of one end open.
5. a kind of track traffic rail shock-absorbing means according to claim 2, is characterized in that: have projection in described groove I (8), and described projection contacts with steel rail web.
6. a kind of track traffic rail shock-absorbing means according to claim 2, is characterized in that: have multiple blind hole in described groove I (8).
7. a kind of track traffic rail shock-absorbing means according to claim 1, is characterized in that: the lateral surface of described elastic body (2) has the groove II (11) arranged along steel rail laying direction.
8. a kind of track traffic rail shock-absorbing means according to claim 1, it is characterized in that: described elastic body (2) has the through hole arranged along steel rail laying direction, and described through hole is positioned between mass (5) and steel rail web, described through hole forms described cavity.
9. a kind of track traffic rail shock-absorbing means according to claim 1, is characterized in that: described rigid constraint layer (9) is positioned between elastic body (2) and elastic fixing clip (3).
10. a kind of track traffic rail shock-absorbing means according to claim 1, is characterized in that described rigid constraint layer (9) is positioned between the upper surface of elastic body (2) and elastic fixing clip (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520404496.9U CN204753273U (en) | 2015-06-12 | 2015-06-12 | Rail shock absorbing means for track traffic |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520404496.9U CN204753273U (en) | 2015-06-12 | 2015-06-12 | Rail shock absorbing means for track traffic |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204753273U true CN204753273U (en) | 2015-11-11 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520404496.9U Withdrawn - After Issue CN204753273U (en) | 2015-06-12 | 2015-06-12 | Rail shock absorbing means for track traffic |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104894928A (en) * | 2015-06-12 | 2015-09-09 | 洛阳双瑞橡塑科技有限公司 | Steel rail vibration absorption device for track traffic |
| CN107254814A (en) * | 2017-03-14 | 2017-10-17 | 上海工程技术大学 | A kind of multistage shearing shaped steel rail dynamic damping bump leveller |
| CN109236944A (en) * | 2018-09-25 | 2019-01-18 | 同济大学 | A kind of railcar axle box suspension type track wave mill prevention and treatment device |
| CN110485220A (en) * | 2019-09-17 | 2019-11-22 | 西南交通大学 | A kind of floating rail type fastener system of laterally consecutive brace type |
| CN110952394A (en) * | 2019-10-28 | 2020-04-03 | 建湖金洋科技有限公司 | Rail damping device |
| CN113106793A (en) * | 2021-04-19 | 2021-07-13 | 晟建科技集团有限公司 | Assembled laminated plate-shaped steel rail vibration absorber |
-
2015
- 2015-06-12 CN CN201520404496.9U patent/CN204753273U/en not_active Withdrawn - After Issue
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104894928A (en) * | 2015-06-12 | 2015-09-09 | 洛阳双瑞橡塑科技有限公司 | Steel rail vibration absorption device for track traffic |
| CN104894928B (en) * | 2015-06-12 | 2017-03-01 | 洛阳双瑞橡塑科技有限公司 | A kind of track traffic rail shock-absorbing means |
| CN107254814A (en) * | 2017-03-14 | 2017-10-17 | 上海工程技术大学 | A kind of multistage shearing shaped steel rail dynamic damping bump leveller |
| CN107254814B (en) * | 2017-03-14 | 2023-08-29 | 上海工程技术大学 | Multistage shearing type steel rail dynamic damping vibration absorber |
| CN109236944A (en) * | 2018-09-25 | 2019-01-18 | 同济大学 | A kind of railcar axle box suspension type track wave mill prevention and treatment device |
| CN109236944B (en) * | 2018-09-25 | 2020-06-02 | 同济大学 | Suspension type track corrugation prevention and control device for subway vehicle axle box |
| CN110485220A (en) * | 2019-09-17 | 2019-11-22 | 西南交通大学 | A kind of floating rail type fastener system of laterally consecutive brace type |
| CN110952394A (en) * | 2019-10-28 | 2020-04-03 | 建湖金洋科技有限公司 | Rail damping device |
| CN110952394B (en) * | 2019-10-28 | 2021-05-28 | 建湖金洋科技有限公司 | Rail damping device |
| CN113106793A (en) * | 2021-04-19 | 2021-07-13 | 晟建科技集团有限公司 | Assembled laminated plate-shaped steel rail vibration absorber |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20151111 Effective date of abandoning: 20171114 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20151111 Effective date of abandoning: 20171114 |
|
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |