CN114808561B - Structure for closely connecting and coating rail foot edge with rail vibration reduction and distance adjustment block and rail lower base plate - Google Patents
Structure for closely connecting and coating rail foot edge with rail vibration reduction and distance adjustment block and rail lower base plate Download PDFInfo
- Publication number
- CN114808561B CN114808561B CN202210410516.8A CN202210410516A CN114808561B CN 114808561 B CN114808561 B CN 114808561B CN 202210410516 A CN202210410516 A CN 202210410516A CN 114808561 B CN114808561 B CN 114808561B
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- CN
- China
- Prior art keywords
- side wall
- rail
- track
- base plate
- clamping groove
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/38—Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
- E01B9/44—Fastening the rail on the tie-plate
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B19/00—Protection of permanent way against development of dust or against the effect of wind, sun, frost, or corrosion; Means to reduce development of noise
- E01B19/003—Means for reducing the development or propagation of noise
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/38—Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
- E01B9/40—Tie-plates for flat-bottom rails
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/62—Rail fastenings incorporating resilient supports
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/68—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Railway Tracks (AREA)
Abstract
The invention discloses a structure for tightly covering the edges of rail feet by a rail vibration reduction and distance adjustment block and a rail lower base plate. The clamping groove comprises a clamping groove I and a clamping groove II, the clamping groove I is arranged on the lower end face of the inward boss of the side pressing piece of the fixed pressing layer of the side pressing edge, and the clamping groove II is arranged at the joint of the side pressing piece of the vibration damping layer of the track vibration damping distance adjusting block and the upper pressing piece of the vibration damping layer. The side wall comprises a side wall I and a side wall II; the side wall of the notch at the limit notch of the base plate is a side wall I corresponding to the clamping groove I, and the side walls outside the front side and outside the rear side of the limit notch of the base plate are side walls II corresponding to the clamping groove II. The device has the advantages that rainwater can be prevented from entering between the steel rail and the rail lower backing plate, and further, scattered current is prevented from flowing into the ground due to the conduction between the steel rail and the iron backing plate.
Description
Technical Field
The invention relates to a track distance adjusting block and a track lower backing plate for adjusting track distance during track installation, in particular to a structure for tightly connecting the track vibration reduction distance adjusting block and the track lower backing plate to cover the edges of track feet, and belongs to the technical field of track traffic.
Background
In the DC electric transportation system of urban subways, light rails and the like, the steel rail is used as a return line, and the existing steel rail installation technology cannot achieve complete insulation to the ground, so that a part of current leaks into the ground to form stray current, and serious current corrosion effect is generated on the subway tunnel body reinforcing steel bar structure, buried metal components, pipeline facilities and the like, so that the safety of building facilities is endangered. Therefore, corrosion protection for subway stray current is imperative to improve the insulating property of the fastener system.
On the other hand, in the running process of the urban subway, vibration noise is generated due to uneven contact surfaces of wheels and steel rails, so that driving safety and comfort are affected, and certain influences on buildings and bridge products along the track are achieved. The vibration noise of the steel rail is reduced, and the method has important significance for improving the surrounding environment along the line.
As shown in fig. 9, in the prior art, from a steel rail 22 down to a mixed soil sleeper 23, the steel rail 22, an existing rail lower pad 202, an iron pad 24, an elastic pad 25 and the sleeper 23 are sequentially arranged, and the edges of two side rail feet 26 of the steel rail 22 are provided with existing track distance adjusting blocks 201 controlled by elastic strips 27. The existing track gauge block 201 has angled integrally formed pressure plates and gauge side plates, the pressure plates press against the foot faces of the rail feet 26, the side plates effecting lateral spacing of the rails at the sides of the rail feet 26. The side plates of the existing track gauge blocks 201 on both sides of the steel rail can be arranged in different thicknesses, so that the fixed position of the steel rail 22 between the two defined spikes 28 can be transversely adjusted as required, thereby realizing the gauge adjustment between the two steel rails 22. The existing rail pad 202 does not establish a close connection with the existing track pitch block 201, and in rainy weather, rainwater containing conductive substances can flow into between the steel rail 22 and the iron pad 24, so that the steel rail 22 and the iron pad 24 are easily conducted, and stray current flows into the ground.
In the prior art, the existing track pitch block 201 is made of high-strength insulating materials, and the existing track pad 202 has an insulating and vibration-damping function.
Disclosure of Invention
The invention aims to solve the technical problems that: when the distance adjustment and vibration reduction of the steel rail are realized, how to closely connect the existing track distance adjustment block with the existing rail lower backing plate, the conduction of the steel rail and the iron backing plate due to the immersion of rainwater containing conductive substances is avoided, and then the stray current is prevented from flowing into the ground.
Aiming at the problems, the technical scheme provided by the invention is as follows:
a structure of a rail damping distance-adjusting block and a rail lower base plate are closely connected with edges of rail feet, clamping grooves with downward openings are formed in side pressing edge areas of the rail damping distance-adjusting block, side walls corresponding to the clamping grooves are respectively formed in two sides of the rail lower base plate, and when the structure is applied, the side walls of the rail lower base plate are inserted into the clamping grooves of the rail damping distance-adjusting block, so that the rail lower base plate is in airtight connection with the rail damping distance-adjusting block.
Further, the clamping groove comprises a clamping groove I and a clamping groove II, the clamping groove I is arranged on the lower end face of the inward boss of the fixed-pressure laminated side pressing piece of the side pressure edge, the clamping groove II is arranged at the joint of the vibration reduction laminated side pressing piece and the vibration reduction laminated upper pressing piece of the track vibration reduction distance adjusting block, the clamping groove II is provided with two sections, and the clamping groove II is respectively positioned outside the front side and outside the rear side of the vibration reduction layer limiting notch.
Further, the side wall comprises a side wall I and a side wall II; the side wall of the backing plate is provided with a backing plate limiting notch, the side wall of the notch bottom of the backing plate limiting notch is a side wall I corresponding to the clamping groove I, and the side walls outside the front side and outside the rear side of the backing plate limiting notch are side walls II corresponding to the clamping groove II.
Further, the clamping groove I is shaped like a Chinese character 'ji', two ends of the outer side groove wall are respectively provided with opposite inner blocking surfaces, and two ends of the inner side groove wall are respectively provided with a backward outer blocking surface; the first side wall is in a shape like a Chinese character 'ji' and corresponds to the first clamping groove, the two ends of the inner side of the first side wall are respectively provided with an inner limit surface, and the two ends of the outer side of the first side wall are respectively provided with an outer limit surface which can be attached to the inner limit surface; when the track vibration reduction and distance adjustment block is closely connected with the track lower base plate, the first side wall is inserted into the first clamping groove, the inner limit surface on the inner side of the first side wall is attached to the outer baffle surface, and the outer limit surface on the outer side of the first side wall is attached to the inner baffle surface.
Further, the inward boss has a convex layer protruding the vibration damping layer side sheet, and the inner groove wall is provided on the convex layer.
Further, when the track vibration reduction and distance adjustment block is closely connected with the track lower base plate, the protruding layer is positioned in the base plate limiting notch.
Further, the first side wall in the shape of a Chinese character 'ji' is composed of a top plate and wing plates at two ends, the wing plates at the two ends respectively extend in opposite directions of the second side wall in front of the first side wall and the second side wall behind the first side wall, the two ends of the top plate are respectively integrally connected with the end parts of the wing plates at the two ends in an overlapped state, and the top plate protrudes outwards relative to the second side wall integrally.
Further, the second side wall is provided with a reverse edge which is folded inwards and used for buckling the edge of the rail foot, and the reverse edge is positioned in the second clamping groove when the track vibration reduction distance adjusting block is closely connected with the track lower base plate.
Further, a gap is reserved between the top surface of the return edge and the bottom of the clamping groove II.
The beneficial effects are that: rainwater can be prevented from entering between the steel rail and the rail lower backing plate, and further, the scattered current carried by the steel rail is prevented from flowing into the ground due to the conduction of the steel rail and the iron backing plate; after the track vibration reduction and distance adjustment block is closely connected with the track lower base plate, the integrity of connection between the track vibration reduction and distance adjustment block and the track lower base plate is enhanced.
Drawings
FIG. 1 is a schematic perspective view of a track vibration damping and distance adjusting block mounted on a steel rail;
FIG. 2 is a schematic structural perspective view of a track vibration damping and distance adjusting block;
FIG. 3 is a schematic perspective view of a track vibration damping distance adjusting block solid compression layer;
FIG. 4 is a schematic perspective view of a damping layer of a track damping and distance adjusting block;
FIG. 5 is a schematic perspective view of a rail pad;
FIG. 6 is a partial schematic view of FIG. 5;
FIG. 7 is a schematic cross-sectional view of a track vibration damping and distance adjustment block mounted on a rail;
FIG. 8 is a partial schematic view of FIG. 7;
fig. 9 is a schematic plan view of a prior art track gauge block mounted on a rail.
In the figure: 101. a track vibration reduction and distance adjustment block; 102. a rail pad; 201. an existing track distance adjusting block; 202. an existing rail pad; 1. a vibration damping layer; 2. a solid pressing layer; 3. damping laminate side sheeting; 4. pressing the laminated side pressing sheet; 5. tabletting on the vibration reduction layer; 6. an inward boss; 7. limiting notch of vibration damping layer; 8. a backing plate limiting notch; 9. a clamping groove I; 10. a clamping groove II; 11. a first side wall; 12. a second side wall; 13. an inner baffle surface; 14. an outer baffle surface; 15. an inner limit surface; 16. an outer limit surface; 17. a protruding layer; 18. a top plate; 19. a wing plate; 20. folding the edge; 21. a gap; 22. a steel rail; 23. sleeper; 24. an iron backing plate; 25. an elastic cushion block; 26. rail feet; 27. spring strips; 28. and (5) a spike.
Detailed Description
The invention is further described below with reference to examples and figures:
to facilitate an understanding of the present application, other improvements relating to improvements of the present application (alternative applications) are briefly described first.
As shown in fig. 1-4, the improved track vibration damping and distance adjusting block 101 comprises a vibration damping layer 1 and a pressure fixing layer 2. The side pressure edge of the track vibration-damping distance-adjusting block 101 comprises a vibration-damping layer side pressure sheet 3 of the vibration-damping layer 1 and a fixed-pressure layer side pressure sheet 4 of the fixed-pressure layer 2. The damping layer 1 also has a damping layer upper lamination 5.
The improved track vibration-damping and distance-adjusting block 101 has the function that the vibration-damping layer 1 is tightly pressed on the surface of the rail foot 26 of the steel rail 22, and the function of absorbing energy and damping and preventing rainwater from penetrating between the vibration-damping layer 1 and the surface of the pressed rail foot 26.
The longitudinal length (rail length direction) of the rail vibration damping distance adjusting block 101 is longer than the longitudinal length of the iron pad 24 so as to avoid that rainwater containing conductive substances (scrap iron generated by wheel rail abrasion and the like) flows to the lower part of the rail 22 as much as possible to lead the rail 22 to be communicated with the iron pad 24.
In order to avoid the relative sliding of the vibration reduction layer 1 and the fixed compression layer 2, an inward boss 6 is arranged on the fixed compression layer side compression sheet 4, a vibration reduction layer limiting notch 7 is arranged on the vibration reduction layer side compression sheet 3, and the inward boss 6 is clamped in the vibration reduction layer limiting notch 7.
The term "tight joint" or "tight connection" as used herein is not meant to be a strict air tight seal in a generic sense, but is limited to the prevention of rain water from flowing between the rail 22 and the rail pad 102 as required by the present invention.
As shown in fig. 2, 3, 4, 5, 7 and 8, in the structure that the rail damping distance-adjusting block and the rail lower base plate are closely connected and cover the edges of rail feet, clamping grooves with downward openings are formed in side-pressing edge areas of the rail damping distance-adjusting block 101, side walls corresponding to the clamping grooves are respectively formed on two sides of the rail lower base plate 102, and when the structure is applied, the side walls of the rail lower base plate 102 are inserted into the clamping grooves of the rail damping distance-adjusting block 101, so that the rail lower base plate 102 and the rail damping distance-adjusting block 101 are connected in a sealing mode. In this way, rainwater can be prevented from entering between the rail 22 and the rail pad 102, and the rail 22 and the iron pad 24 can be prevented from being conducted to cause scattered current carried by the rail 22 to flow into the ground.
The clamping groove comprises a clamping groove I9 and a clamping groove II 10, the clamping groove I9 is arranged on the lower end face of the inward boss 6 of the fixed-pressure layer side pressing piece 4 of the side pressure edge, the clamping groove II 10 is arranged at the joint of the vibration-damping layer side pressing piece 3 and the vibration-damping layer upper pressing piece 5 of the track vibration-damping distance-adjusting block 101, and the clamping groove II 10 is provided with two sections which are respectively positioned outside the front side and outside the rear side of the vibration-damping layer limiting notch 7. The side wall comprises a side wall I11 and a side wall II 12; the side wall of the lower rail pad 102 is provided with a pad limiting notch 8, the side wall of the bottom of the pad limiting notch 8 is a side wall I11 corresponding to a clamping groove I9, and the side walls outside the front side and outside the rear side of the pad limiting notch 8 are side walls II 12 corresponding to a clamping groove II 10.
The clamping groove I9 is in a shape of a Chinese character 'ji', two ends of the outer side groove wall are respectively provided with opposite inner blocking surfaces 13, and two ends of the inner side groove wall are respectively provided with a backward outer blocking surface 14; the side wall I11 is in a shape of a Chinese character 'ji' and corresponds to the clamping groove I9, the two ends of the inner side of the side wall I11 are respectively provided with an inner limit surface 15, and the two ends of the outer side of the side wall I11 are respectively provided with an outer limit surface 16 which can be attached to the inner baffle surface 13; when the track vibration reduction and distance adjustment block 101 is closely connected with the track lower base plate 102, the first side wall 11 is inserted into the clamping groove 9, the inner limit surface 15 on the inner side of the first side wall 11 is attached to the outer limit surface 14, and the outer limit surface 16 on the outer side of the first side wall 11 is attached to the inner limit surface 13. In this way, not only is the close contact between the track vibration reduction and distance adjustment block 101 and the track lower base plate 102 realized in the area, but also the relative limit between the track vibration reduction and distance adjustment block 101 and the track lower base plate 102 is realized.
As shown in fig. 2 and 3, the inward boss 6 has a convex layer 17 protruding from the vibration damping layer side sheet 3, and the inner groove wall is provided on the convex layer 17. This arrangement is equivalent to increasing the thickness of the inward boss 6, which increases the structural strength of the arrangement region of the first clamping groove 9.
When the track vibration reduction and distance adjustment block 101 is closely connected with the track lower base plate 102, the protruding layer 17 is positioned in the base plate limiting notch 8. The rail pad 102 is bonded smoothly to the convex layer 17 of the vibration damping layer side pressure sheet 3.
As shown in fig. 5 and 6, the first side wall 11 in a shape of a Chinese character 'ji' is composed of a top plate 18 and wing plates 19 at two ends, wherein the wing plates 19 at two ends extend towards each other respectively for the second side wall 12 in front of the first side wall 11 and the second side wall 12 behind the first side wall 11, two ends of the top plate 18 are integrally connected with the end parts of the wing plates 19 at two ends respectively in an overlapped state, and the top plate 18 protrudes outwards relative to the whole of the second side wall 12. The arrangement is such that the damping layer side press sheet 3, the fixing layer side press sheet 4 and the rail lower pad 102 are smoothly connected in a snap-fit manner.
The second side wall 12 is provided with a reverse folded edge 20 which is folded inwards and used for buckling the edge of the rail foot 26, and when the rail vibration reduction distance adjusting block 101 is closely connected with the rail lower base plate 102, the reverse folded edge 20 is positioned in the second clamping groove 10.
As shown in fig. 1, a gap 21 is formed between the top surface of the reverse folded edge 20 and the bottom of the clamping groove two 10, so that a support is avoided between the side wall two 12 and the track vibration reduction and distance adjustment block 101, and the acting force of the elastic strip pressing down the track vibration reduction and distance adjustment block 101 is reduced.
The above embodiments are only for the purpose of more clearly describing the present invention and should not be construed as limiting the scope of the present invention, and any equivalent modifications should be construed as falling within the scope of the present invention.
Claims (6)
1. The utility model provides a structure of track damping roll adjustment piece and rail lower bolster close joint cladding rail foot edge which characterized in that: the side clamping areas of the track vibration reduction and distance adjustment blocks (101) are provided with clamping grooves with downward openings, the two sides of the track lower base plate (102) are respectively provided with side walls corresponding to the clamping grooves, and when the track vibration reduction and distance adjustment block is applied, the side walls of the track lower base plate (102) are inserted into the clamping grooves of the track vibration reduction and distance adjustment blocks (101) to realize the airtight connection of the track lower base plate (102) and the track vibration reduction and distance adjustment blocks (101); the clamping groove comprises a clamping groove I (9) and a clamping groove II (10), wherein the clamping groove I (9) is arranged on the lower end face of an inward boss (6) of a side pressing layer side pressing piece (4) of the side pressing edge of the track vibration reduction distance regulating block (101), the clamping groove II (10) is arranged at the joint of the side pressing piece (3) of the vibration reduction layer of the track vibration reduction distance regulating block (101) and a pressing piece (5) on the vibration reduction layer, and the clamping groove II (10) is provided with two sections which are respectively positioned outside the front side and outside the rear side of a limiting notch (7) of the vibration reduction layer; the side wall comprises a side wall I (11) and a side wall II (12); a base plate limiting notch (8) is arranged on the side wall of the lower base plate (102), the side wall of the base plate limiting notch (8) is a side wall I (11) corresponding to the clamping groove I (9), and the side walls outside the front side and outside the rear side of the base plate limiting notch (8) are side walls II (12) corresponding to the clamping groove II (10); the second side wall (12) is provided with a reverse folded edge (20) which is folded inwards and used for buckling the edge of the rail foot (26), and when the track vibration reduction distance adjustment block (101) is closely connected with the track lower base plate (102), the reverse folded edge (20) is positioned in the second clamping groove (10).
2. The structure of the track vibration reduction and distance adjustment block and the track lower base plate, which are closely connected with the edges of the rail feet, according to claim 1, is characterized in that: the clamping groove I (9) is in a shape like a Chinese character 'ji', two ends of the outer side groove wall are respectively provided with opposite inner blocking surfaces (13), and two ends of the inner side groove wall are respectively provided with a backward outer blocking surface (14); the side wall I (11) is in a shape of a Chinese character 'ji' and corresponds to the clamping groove I (9), the inner side two ends of the side wall I (11) are respectively provided with an inner limit surface (15), and the outer side two ends of the side wall I (11) are respectively provided with an outer limit surface (16) which can be attached to the inner baffle surface (13); when the track vibration reduction and distance adjustment block (101) is closely connected with the track lower base plate (102), the first side wall (11) is inserted into the clamping groove (9), the inner limit surface (15) on the inner side of the first side wall (11) is attached to the outer limit surface (14), and the outer limit surface (16) on the outer side of the first side wall (11) is attached to the inner limit surface (13).
3. The structure of the track vibration reduction and distance adjustment block and the track lower base plate, which are closely connected with the edges of the rail feet, according to claim 2, is characterized in that: the inward boss (6) is provided with a convex layer (17) protruding out of the side pressure sheet (3) of the vibration damping layer, and the inner groove wall is arranged on the convex layer (17).
4. The structure for tightly covering the edges of rail feet by the vibration-damping distance-adjusting blocks and the rail lower base plates of the rail according to claim 3, wherein the structure comprises the following components: when the track vibration reduction and distance adjustment block (101) is closely connected with the track lower base plate (102), the protruding layer (17) is positioned in the base plate limiting notch (8).
5. The structure of the track vibration reduction and distance adjustment block and the track lower base plate, which are closely connected with the edges of the rail feet, according to claim 2, is characterized in that: the side wall I (11) in a shape of a Chinese character 'ji' is composed of a top plate (18) and wing plates (19) at two ends, wherein the wing plates (19) at two ends are respectively a side wall II (12) in front of the side wall I (11) and a side wall II (12) behind the side wall I (11) and extend oppositely, two ends of the top plate (18) are respectively integrally connected with the end parts of the wing plates (19) at two ends in a superposition state, and the top plate (18) integrally protrudes outwards relative to the side wall II (12).
6. The structure of the track vibration reduction and distance adjustment block and the track lower base plate, which are closely connected with the edges of the rail feet, according to claim 1, is characterized in that: a gap (21) is arranged between the top surface of the reverse folding edge (20) and the bottom of the clamping groove II (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210410516.8A CN114808561B (en) | 2022-04-19 | 2022-04-19 | Structure for closely connecting and coating rail foot edge with rail vibration reduction and distance adjustment block and rail lower base plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210410516.8A CN114808561B (en) | 2022-04-19 | 2022-04-19 | Structure for closely connecting and coating rail foot edge with rail vibration reduction and distance adjustment block and rail lower base plate |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN114808561A CN114808561A (en) | 2022-07-29 |
| CN114808561B true CN114808561B (en) | 2023-07-25 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210410516.8A Active CN114808561B (en) | 2022-04-19 | 2022-04-19 | Structure for closely connecting and coating rail foot edge with rail vibration reduction and distance adjustment block and rail lower base plate |
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| CN (1) | CN114808561B (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202273150U (en) * | 2011-08-23 | 2012-06-13 | 洛阳双瑞橡塑科技有限公司 | Under-rail pad plate for steel rail vibration reduction buckle element |
| CN103452016A (en) * | 2013-09-17 | 2013-12-18 | 浙江天铁实业股份有限公司 | Tramcar vibration-absorbing and noise-damping structure |
| GB201805187D0 (en) * | 2018-03-29 | 2018-05-16 | Pandrol Ltd | An anchoring assembly for fastening a railway rail to an underlying foundation |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU3886272A (en) * | 1972-02-10 | 1973-08-16 | Government Of India Ministry O | Device for securing rail to the rail sleeper |
| JPH078406U (en) * | 1993-06-30 | 1995-02-07 | 財団法人鉄道総合技術研究所 | Insulation structure of metal sleepers |
| US6481637B1 (en) * | 2000-11-20 | 2002-11-19 | Mcqueen Philip Jeffrey | Rail pad and method for strain attentuation |
| CN110273332A (en) * | 2019-06-28 | 2019-09-24 | 王玉娇 | A kind of system preventing and treating Stray Current in Urban Rail Transit corrosion impact |
| CN111560801A (en) * | 2020-05-21 | 2020-08-21 | 陕西九域通创轨道系统技术有限责任公司 | Track traffic assembly for preventing and treating stray current corrosion influence and construction method thereof |
| CN113564971B (en) * | 2021-09-09 | 2023-07-04 | 湖南创弘源新材料科技有限公司 | Protective structure of rail insulation fastener |
-
2022
- 2022-04-19 CN CN202210410516.8A patent/CN114808561B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202273150U (en) * | 2011-08-23 | 2012-06-13 | 洛阳双瑞橡塑科技有限公司 | Under-rail pad plate for steel rail vibration reduction buckle element |
| CN103452016A (en) * | 2013-09-17 | 2013-12-18 | 浙江天铁实业股份有限公司 | Tramcar vibration-absorbing and noise-damping structure |
| GB201805187D0 (en) * | 2018-03-29 | 2018-05-16 | Pandrol Ltd | An anchoring assembly for fastening a railway rail to an underlying foundation |
Also Published As
| Publication number | Publication date |
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| CN114808561A (en) | 2022-07-29 |
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