CN204959479U - Embedded frame track board and track structure thereof - Google Patents
Embedded frame track board and track structure thereof Download PDFInfo
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- CN204959479U CN204959479U CN201520754083.3U CN201520754083U CN204959479U CN 204959479 U CN204959479 U CN 204959479U CN 201520754083 U CN201520754083 U CN 201520754083U CN 204959479 U CN204959479 U CN 204959479U
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- rail
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- support groove
- track plates
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Abstract
The utility model discloses an embedded track board and track structure, the construction package includes: rubber slab, stopping, spacing screed -coat, base, railway roadbed basal layer under embedded frame track board, rail, the rail, the base is fixed on the railway roadbed basal layer, spacing screed -coat setting is on the base, embedded frame track board sets up on spacing screed -coat, the rail sets up the support rail inslot at embedded frame track board, and gauge adjustment screw and rail compress tightly the stopper adjustment and fix the position of rail in the support rail groove, still be provided with rubber slab under the rail between rail and the support rail groove, be full of the stopping in the support rail groove. Its advantage lies in that the structure can be different according to the place to use, and the construction package can the derivation becomes track structure in on bridge track structure, road bed track structure, the tunnel, usual friendship track structure, curve track structure.
Description
Technical field
The utility model patent relates to a kind of embedded tracks plate and track structure thereof, particularly tram way structure and subway damping noise reduction track structure and maintenance technique field.
Background technology
The later stage eighties in last century, France, Germany, Spain, Belgium, Holland, Chinese Shanghai have reactivated tram in urban pavement traffic, new tram is beautiful with outward appearance, low noise, capacity is large, and speed is fast, without repeating circuit, do not use fuel oil etc., be called as third generation railroad car with advantages such as automobile unity of possession urban streets.The third generation tram that China has built up has Daliang City, Shenyang City, Suzhou City to be steel wheel rail electric car, the Zhangjiang high-tech district in Shanghai, and Binhai New Area in Tianjin is rubber tire monorail electric car, and total kilometrage is very short, during other cities are being planned or built.
At present, domestic and international steel wheel rail streetcar track structure is divided into two large classes, and a class is flush type track structure, needs rail, sleeper, fastener, concrete cast in situs.Equations of The Second Kind is embedded tracks, and embedded tracks is made up of precast beam or plate, rail, rubber tie plate under rail, macromolecular material, prefabricated constraint block, wedge-shaped adjusting block.Fill high-molecular organic material in rail support groove, play the effect of be adhesively fixed rail and damping noise reduction.The shortcoming that this structure exists is, the thermal stresses of rail is limited with the bonding of rail and the bonding force of macromolecular material with rail support groove periphery by prefabricated constraint block.Particularly polyurethane class high molecular material is comparatively responsive to temperature, Rail distance, rail can be caused bad to stability, produce rail wear.Site fills high-molecular organic material, very high to conditional requests such as environment temperature, moisture, proportioning, stirrings, and speed of application is slow, and the organic solvent that complete equipment washing and cleaning operation of constructing needs is harmful.And macromolecular material is expensive, track structure overall expenses is higher.If need to change rail, because polymeric bonding material power is very strong, abolish difficulty, maintenance time is very long, can have a strong impact on normal operation.
Utility model content
The purpose of this utility model aims to provide a kind of embedded frame track plates, structure and construction method, changes existing embedded ballast bed structure force way, reduces infrastructure cost, and the fast and quality of speed of application easily controls, easy to maintenance.
The utility model provides a kind of embedded frame track plates, comprising: symmetrically arranged two rail support grooves, rail support groove sleeve pipe, gauge adjustment bolt, rail compress stop, linking beam, longitudinally connect anchor tube, longitudinal connecting screw rod and bottom plate groove; Rail support groove places rail, arranges several rail support groove sleeve pipes, have a gauge adjustment bolt in each rail support groove sleeve pipe in the bilateral symmetry of rail support groove, is provided with rail and compresses stop between gauge adjustment bolt and rail; Linking beam is between two rail support grooves, and the longitudinal direction longitudinally running through linking beam connects anchor tube; Two pieces, front and back embedded frame track plates couples together through longitudinally connecting anchor tube by longitudinal connecting screw rod; Bottom plate groove is arranged on the bottom of embedded frame track plates.
In addition, the utility model provides a kind of embedded tracks structure, comprising: rubber tile, inserts, spacing leveling layer, base, railway roadbed basal layer under embedded frame track plates as claimed in claim 1, rail, rail; Base is fixed on railway roadbed basal layer; Spacing leveling layer is arranged on base; Embedded frame track plates is arranged on spacing leveling layer; Rail is arranged in the rail support groove of embedded frame track plates, and gauge adjustment screw rod and rail compress stop adjustment and fix the position of rail in rail support groove; Rubber tile under rail is also set between rail and rail support groove; Inserts is full of at rail support groove.
Further, the utility model provides a kind of embedded tracks structure, can also have such feature: also comprise: sandstone filtering layer, plantation soil layer and guardrail board; Railway roadbed basal layer both sides are provided with guardrail board; Sandstone filtering layer is full of in railway roadbed central authorities and both sides; Weeper drain is provided with in sandstone filtering layer; Sandstone filtering layer has plantation layer, can Turf Culture above.
Further, the utility model provides a kind of embedded tracks structure, can also have such feature: can form tram ballast bed structure or underground railway track structure or bridge deck track structure or roadbed track structure or track structure in tunnel or usual friendship track structure or curve track structure.
Further, the utility model provides a kind of embedded tracks structure, can also have such feature: packing material can be the inorganics filled material of cement mortar composition or the organic filler material of macromolecular material composition or the mixed material of organic matter inorganic matter.
Further, the utility model provides a kind of embedded tracks structure, can also have such feature: spacing leveling layer is packed mortar, and in mortar bag, perfusion mortar forms spacing leveling layer, and lateral stress indulged by restriction track.
Further; the utility model provides a kind of embedded tracks structure; such feature can also be had: base is reinforced concrete structure; profile is rectangle; sink in structure reinforcing bars protection under central slot; length is less than embedded frame more than track plates 80mm, and bottom is provided with gutter, end face concrete maintains the dark roughness of 2mm ~ 4mm.
Further, the utility model provides a kind of embedded tracks structure, such feature can also be had: embedded railway roadbed exceeds highway pavement, isolate with public vehicles, inside protective guard and railway roadbed central authorities be filled with sand, rubble, soil, surface grafting turf, plays the effect of greening, noise reduction, draining.
Further, the utility model provides a kind of embedded tracks structure, can also have such feature: track structure is at the parting of the ways with public vehicles usual friendship, and railway roadbed central authorities change precast plate into, forms usual friendship road.
Further, the utility model provides a kind of embedded tracks structure, can also have such feature: need radius customized curve embedded frame track plates when turning radius is less than 80m; Curve embedded frame track plates both sides are inclination, in trapezoidal.
Further, the utility model provides a kind of embedded tracks structure, such feature can also be had: when differential settlement appears in ground, can jacking embedded frame track plates and packed mortar leveling layer, adjustment elevation, base is put into a new mortar bag, and press-in mortar, reaches maintenance object.
Further, the utility model provides a kind of embedded tracks structure, can also have such feature: rail head of rail exposes outside embedded frame track plates, for subway tunnel inner orbit structure or bridge deck track structure.
The beneficial effect of utility model
The track structure that the utility model provides is relative to existing structure, change the force way of ballast bed structure force way and rail location adjustment stress and thermal stresses, change the form of structure of track plates, add plate low groove binding function, change the way of restraint of rail in rail support groove, can fill with inorganic material, organic material or organic-inorganic mixed material in rail support groove.The longitudinal direction adding railway roadbed connects, and adjusts and retrains, change the form of structure of base, add groove binding function, drain function under plate with high-strength mortar bag and mortar to road bed height.
Different according to place to use, each assembly can expand to bridge deck track structure, roadbed track structure, tunnel track structure, usual friendship track structure, curve track structure, overall track structure convenient for maintaining, energy rapid construction, high accuracy is constructed, material therefor environmentally safe, harmless, ballast bed structure is firm, from heavy and light, applied widely, outward appearance is beautiful, the advantages such as construction cost is low.
Accompanying drawing explanation
Fig. 1 is the front view of embedded frame track plates.
Fig. 2 is the left view of embedded frame track plates.
Fig. 3 is the top view of embedded frame track plates.
Fig. 4 be rail support groove sleeve pipe partly cut open figure.
Fig. 5 is the left view of rail support groove sleeve pipe.
Fig. 6 is the front view of gauge adjustment bolt.
Fig. 7 is the left view of gauge adjustment bolt.
Fig. 8 is the front view that rail compresses stop.
Fig. 9 is the left view that rail compresses stop.
Figure 10 is the top view that rail compresses stop.
Figure 11 is the front view longitudinally connecting anchor tube.
Figure 12 is the left view longitudinally connecting anchor tube.
Figure 13 is the johning knot composition between two pieces of embedded frame track plates.
Figure 14 is the front view of embedded tracks structure in embodiment one.
Figure 15 is the I portion enlarged drawing of Figure 14.
Figure 16 is the left view of embedded tracks structure in embodiment one.
Figure 17 is the structural representation of curve embedded frame track plates in variation one.
Figure 18 is the schematic diagram of embedded tracks structure on tram bridge in embodiment two.
Figure 19 is the schematic diagram of tram roadbed location embedded tracks structure in variation two.
Figure 20 is the schematic diagram of subway tunnel embedded tracks structure in embodiment three.
Figure 21 is the schematic diagram of subway bridge embedded tracks structure in embodiment four.
Reference numeral:
Embedded frame track plates 10 rail support groove 11 rail support groove sleeve pipe 12
The outer groove 12-3 indented bars connecting hole 12-3 of internal thread 12-1
Gauge adjustment screw rod 13 screw thread 13-1 hexagon 13-2
Square 13-3 hemispherical 13-4 rail compresses stop 14
Rail limited block 14-1 compresses adjustment bolt 14-2 groove 14-3
Linking beam 15 is vertical connects anchor tube 16 steel pipe 16-1
Longitudinal connecting screw rod 17 bottom plate groove 18 of anchor slab 16-2
Oblique line designs the longitudinal rubber tile 30 of 19 rail 20
The spacing leveling layer 50 of rubber tile 35 inserts 40 under rail
Base 60 base drain pipe 61 base gap 62
Railway roadbed basal layer 70 sandstone filtering layer 80 weeper drain 81
Plantation soil layer 90 turf 91 guardrail board 101
Subway bridge embedded tracks structure 100 horizontal stroke arcuately trough girder 200
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is further described.
Embodiment one
Fig. 1 is the front view of embedded frame track plates.
Fig. 2 is embedded frame track plates left view.
Fig. 3 is the top view of embedded frame track plates.
As shown in Figure 1, Figure 2 and Figure 3, embedded frame track plates 10 comprises: symmetrically arranged two rail support grooves 11, rail support groove sleeve pipe 12, gauge adjustment bolt 13, rail compress stop 14, linking beam 15, longitudinally connect anchor tube 16, longitudinal connecting screw rod 17 and bottom plate groove 18.
Rail support groove 11, for placing rail 20, arranges several rail support groove sleeve pipes 12 in the bilateral symmetry of rail support groove 11, has a gauge adjustment bolt 13 in each rail support groove sleeve pipe 12, is provided with rail and compresses stop 14 between gauge adjustment bolt 13 and rail 20.In embedded tracks plate rail support groove, rail is played to the adjustment restriction of machinery, be convenient to rapid construction and accurate adjustment.Track plates rail support groove installation code rail, has the rail cant of 1:40 in rail support groove.
Linking beam 15, between two rail support grooves 11, plays connection function.Linking beam 15 has the longitudinal direction longitudinally run through and connect anchor tube 16.Two pieces, front and back embedded frame track plates couples together through longitudinally connecting anchor tube 16 by longitudinal connecting screw rod 17.Bottom plate groove 18 can match with spacing leveling layer 50.
Fig. 4 be rail support groove sleeve pipe partly cut open figure.
Fig. 5 is the left view of rail support groove sleeve pipe.
As shown in Figure 4 and Figure 5, rail support groove sleeve pipe 12 inside has internal thread 12-1, and outside has outer groove 12-2, and two ends also have indented bars connecting hole 12-3.Rail support groove sleeve pipe 12 is arranged on the both sides of rail support groove 11, and symmetry is equally spaced.
Fig. 6 is the front view of gauge adjustment bolt.
Fig. 7 is the left view of gauge adjustment bolt.
As shown in Figure 6 and Figure 7, the outside of gauge adjustment bolt 13 has screw thread 13-1, matches with the internal thread 12-1 of rail support groove sleeve pipe 12.One end of gauge adjustment bolt 13 has for hemispherical 13-4, and the other end has stepped hole.The centre bore of stepped hole is square 13-3, and the down-the-hole of stepped hole is hexagon 13-2, facilitates the rotary manipulation of gauge adjustment bolt 13.
Fig. 8 is the front view that rail compresses stop.
Fig. 9 is the left view that rail compresses stop.
Figure 10 is the top view that rail compresses stop.
As shown in Fig. 8, Fig. 9 and Figure 10, rail compresses stop 14 to be had rail limited block 14-1 and compresses adjustment bolt 14-2.Rail limited block 14-1 is inverted "L" shaped, and horizontal plane is pressed on rail 20, and the outside of vertical plane has circular arc type groove 14-3.The hemispherical 13-4 of groove 14-3 and gauge adjustment bolt 13 matches, and fits mutually.Compress adjustment bolt 14-2 through the horizontal plane of rail limited block 14-1, rail 20 to be fixed, and regulate height.
Figure 11 is the front view longitudinally connecting anchor tube.
Figure 12 is the left view longitudinally connecting anchor tube.
As is illustrated by figs. 11 and 12, longitudinally connect anchor tube 16 and be arranged on linking beam 15, comprise steel pipe 16-1 anchor slab 16-2, steel pipe 16-1 and anchor slab 16-2 is concentric structure.
Figure 13 is the johning knot composition between two pieces of embedded frame track plates.
As shown in figure 13, adopt longitudinal connecting screw rod 17 through longitudinally connecting anchor tube 16 realizes longitudinal connection between embedded frame track plates 10 and embedded frame track plates 10.Longitudinal rubber pad 30 is set between embedded frame track plates 10, can release temperature stress.When there is uneven settlement of foundation, this longitudinal connected mode enhances structural stability.
Figure 14 is the front view of embedded tracks structure in embodiment one.
Figure 15 is the I portion enlarged drawing of Figure 14.
Figure 16 is the left view of embedded tracks structure in embodiment one.
In the present embodiment, embedded tracks structure comprises: rubber tile 35, inserts 40, spacing leveling layer 50, base 60, railway roadbed basal layer 70, sandstone filtering layer 80, plantation soil layer 90 and guardrail board 101 under embedded frame track plates 10, rail 20, rail.
Railway roadbed basal layer 70 is laid on construction site.Base 60 is fixed on railway roadbed basal layer 70.Base 60 is reinforced concrete structure; outward appearance is rectangle; sink in structure reinforcing bars protection under central slot; length is less than more than rail plate long 80mm; bottom is provided with base drain pipe 61, end face concrete maintains the dark roughness of 2mm ~ 4mm, coordinates packed mortar adjustment layer to limit the vertical lateral stress of track structure.
Spacing leveling layer 50 is packed mortar.Embedded frame track plates 10 is arranged on spacing leveling layer 50.In mortar bag, perfusion mortar composition track plates elevation adjustment layer, plays restriction track in length and breadth to effect of stress simultaneously.
Rail 20 is arranged in the rail support groove 11 of embedded frame track plates 10, and gauge adjustment screw rod 13 and rail compress stop 14 and adjust and the position of fixing rail 10 in rail support groove 11.Rubber tile 35 under rail is also set between rail 20 and rail support groove 11.
Be full of inserts 40 at rail support groove 11, inserts can be inorganic matter, or organic matter or organic-inorganic mixture mortar or concrete etc., as cement mortar, asphalt mortar, bituminous mortar, concrete, polyurethane compound etc.
Railway roadbed basal layer 70 both sides are provided with guardrail board 101.Sandstone filtering layer 80 is full of in railway roadbed central authorities and both sides.Weeper drain 81 is provided with in sandstone filtering layer 80.Sandstone filtering layer 80 has plantation layer 90, can Turf Culture 91 above.Embedded railway roadbed exceeds highway pavement, isolates with public vehicles, inside protective guard and railway roadbed central authorities be filled with sand, rubble, soil, surface grafting turf, play the effect of greening, noise reduction, draining.
Between two pieces of embedded frame track plates 10, longitudinal rubber pad 30 is set, connects with longitudinal connecting screw rod 17.Base seam 62 is had between the base of two pieces of embedded frame track plates 10.
Variation one
Figure 17 is the structural representation of curve embedded frame track plates in variation one.
Install as shown in figure 17 at circuit 3 in Curve Segment, curve embedded frame track plates 10.Curve embedded frame track plates 10 non-rectangle, both sides design 19 for oblique line, and curve embedded frame track plates 10 is in trapezoidal.The construction method of the embedded tracks structure of use curve embedded frame track plates 10 is identical with embodiment one, is not described in detail.
Turning radius is less than 80m and needs radius customized curve embedded frame track plates, and connection could be smooth-going.
Construct in circuit usual friendship location, cancel guardrails of both sides plate, railway roadbed central authorities change prefabricated flat board into, same in all the other construction methods.
Embodiment two
Figure 18 is the schematic diagram of embedded tracks structure on tram bridge in embodiment two.
Be embedded tracks structure on tram bridge as shown in figure 18, described construction method is identical with example one with program, difference is, base construction needs in bridge floor bar planting, and guardrail board construction needs to carry out bonding construction with bonding agents such as epoxy resin mortars at bridge floor.
Variation two
Figure 19 is the schematic diagram of tram roadbed location embedded tracks structure in variation two.
Be tram roadbed location embedded tracks structure as shown in figure 19, described construction method is identical with example one with program.
Embodiment three
Figure 20 is the schematic diagram of subway tunnel embedded tracks structure in embodiment three.
Be subway tunnel embedded tracks structure as shown in figure 20, described construction method is identical with example one with program, and base construction method is identical with example two.Difference is, track plates apparent size slightly changes, and railway roadbed central authorities for prefabricated dull and stereotyped 103, should cancel in railway roadbed and fill sandstone.
Embodiment four
Figure 21 is the schematic diagram of subway bridge embedded tracks structure in embodiment four.
As shown in figure 21, subway bridge embedded tracks structure 100 is arranged on horizontal stroke arcuately on trough girder 200.Described construction method is identical with example one with program, and base construction method is identical with example two.Difference is, track plates apparent size slightly changes, and cancels and fill sandstone in railway roadbed.
Track structure is different according to place to use, and element of construction derivation can become bridge deck track structure, roadbed track structure, track structure in tunnel, usual friendship track structure, curve track structure.
Track structure is at the parting of the ways with public vehicles usual friendship, and cancel two side block protection structures and greening turf, railway roadbed central authorities change precast plate into, form usual friendship road.
Claims (13)
1. an embedded frame track plates, is characterized in that: comprising: symmetrically arranged two rail support grooves, rail support groove sleeve pipe, gauge adjustment bolt, rail compress stop, linking beam, longitudinally connect anchor tube, longitudinal connecting screw rod and bottom plate groove;
Rail support groove places rail, arranges several rail support groove sleeve pipes, have a gauge adjustment bolt in each rail support groove sleeve pipe in the bilateral symmetry of rail support groove, is provided with rail and compresses stop between gauge adjustment bolt and rail;
Linking beam is between two rail support grooves, and the longitudinal direction longitudinally running through linking beam connects anchor tube; Two pieces, front and back embedded frame track plates couples together through longitudinally connecting anchor tube by longitudinal connecting screw rod; Bottom plate groove is arranged on the bottom of embedded frame track plates.
2. an embedded tracks structure, is characterized in that comprising:
Rubber tile, inserts, spacing leveling layer, base, railway roadbed basal layer under embedded frame track plates as claimed in claim 1, rail, rail;
Base is fixed on railway roadbed basal layer; Spacing leveling layer is arranged on base; Embedded frame track plates is arranged on spacing leveling layer; Rail is arranged in the rail support groove of embedded frame track plates, and gauge adjustment screw rod and rail compress stop adjustment and fix the position of rail in rail support groove; Rubber tile under rail is also set between rail and rail support groove; Inserts is full of at rail support groove.
3. embedded tracks structure according to claim 2, is characterized in that: also comprise: sandstone filtering layer, plantation soil layer and guardrail board;
Railway roadbed basal layer both sides are provided with guardrail board; Sandstone filtering layer is full of in railway roadbed central authorities and both sides; Weeper drain is provided with in sandstone filtering layer; Sandstone filtering layer has plantation layer, can Turf Culture above.
4. embedded tracks structure according to claim 2, is characterized in that: can form tram ballast bed structure or underground railway track structure or bridge deck track structure or roadbed track structure or track structure in tunnel or usual friendship track structure or curve track structure.
5. embedded tracks structure according to claim 2, is characterized in that: packing material can be the inorganics filled material of cement mortar composition or the organic filler material of macromolecular material composition or the mixed material of organic matter inorganic matter.
6. embedded tracks structure according to claim 2, is characterized in that: spacing leveling layer is packed mortar, and in mortar bag, perfusion mortar forms spacing leveling layer, and lateral stress indulged by restriction track.
7. embedded tracks structure according to claim 2; it is characterized in that: base is reinforced concrete structure; profile is rectangle; sink in structure reinforcing bars protection under central slot; length is less than embedded frame more than track plates 80mm, and bottom is provided with gutter, end face concrete maintains the dark roughness of 2mm ~ 4mm.
8. embedded tracks structure according to claim 2, it is characterized in that: embedded railway roadbed exceeds highway pavement, isolate with public vehicles, inside protective guard and railway roadbed central authorities be filled with sand, rubble, soil, surface grafting turf, plays the effect of greening, noise reduction, draining.
9. embedded tracks structure according to claim 2, is characterized in that: track structure is at the parting of the ways with public vehicles usual friendship, and railway roadbed central authorities change precast plate into, forms usual friendship road.
10. embedded tracks structure according to claim 2, is characterized in that: need radius customized curve embedded frame track plates when turning radius is less than 80m; Curve embedded frame track plates both sides are inclination, in trapezoidal.
11. embedded tracks structures according to claim 6, is characterized in that: when differential settlement appears in ground, can jacking embedded frame track plates and packed mortar leveling layer, adjustment elevation, base is put into a new mortar bag, and press-in mortar, reaches maintenance object.
12. embedded tracks structures according to claim 2, is characterized in that: rail head of rail exposes outside embedded frame track plates, for subway tunnel inner orbit structure or bridge deck track structure.
13. embedded tracks structures according to claim 2, is characterized in that: track plates rail support groove installation code rail, has the rail cant of 1:40 in rail support groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520754083.3U CN204959479U (en) | 2015-09-25 | 2015-09-25 | Embedded frame track board and track structure thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520754083.3U CN204959479U (en) | 2015-09-25 | 2015-09-25 | Embedded frame track board and track structure thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204959479U true CN204959479U (en) | 2016-01-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520754083.3U Expired - Fee Related CN204959479U (en) | 2015-09-25 | 2015-09-25 | Embedded frame track board and track structure thereof |
Country Status (1)
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| CN (1) | CN204959479U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105133438A (en) * | 2015-09-25 | 2015-12-09 | 中铁二十三局集团轨道交通工程有限公司 | Embedded frame track plate and track structure comprising same |
| CN106592344A (en) * | 2016-12-23 | 2017-04-26 | 成都市新筑路桥机械股份有限公司 | Curve track system convenient to adjust and replace |
| CN108049260A (en) * | 2017-12-15 | 2018-05-18 | 上海工程技术大学 | A kind of fill-type adjusts backing plate |
| CN111074703A (en) * | 2020-01-08 | 2020-04-28 | 成都市新筑路桥机械股份有限公司 | Maintenance method for uneven settlement of roadbed of embedded track steel groove type ballast bed |
| WO2021082005A1 (en) * | 2019-11-01 | 2021-05-06 | 中国铁道科学研究院铁道建筑研究所 | Rail structure |
| CN114657818A (en) * | 2022-04-12 | 2022-06-24 | 北京航天长城卫星导航科技有限公司 | Safety and stability's track protector |
-
2015
- 2015-09-25 CN CN201520754083.3U patent/CN204959479U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105133438A (en) * | 2015-09-25 | 2015-12-09 | 中铁二十三局集团轨道交通工程有限公司 | Embedded frame track plate and track structure comprising same |
| CN106592344A (en) * | 2016-12-23 | 2017-04-26 | 成都市新筑路桥机械股份有限公司 | Curve track system convenient to adjust and replace |
| CN106592344B (en) * | 2016-12-23 | 2018-04-24 | 成都市新筑路桥机械股份有限公司 | A kind of convenient curved section rail system adjusted and replace |
| CN108049260A (en) * | 2017-12-15 | 2018-05-18 | 上海工程技术大学 | A kind of fill-type adjusts backing plate |
| CN108049260B (en) * | 2017-12-15 | 2024-04-26 | 上海工程技术大学 | Filling type adjusting base plate |
| WO2021082005A1 (en) * | 2019-11-01 | 2021-05-06 | 中国铁道科学研究院铁道建筑研究所 | Rail structure |
| CN111074703A (en) * | 2020-01-08 | 2020-04-28 | 成都市新筑路桥机械股份有限公司 | Maintenance method for uneven settlement of roadbed of embedded track steel groove type ballast bed |
| CN111074703B (en) * | 2020-01-08 | 2021-08-17 | 成都市新筑路桥机械股份有限公司 | Maintenance method for uneven settlement of roadbed of embedded track steel groove type ballast bed |
| CN114657818A (en) * | 2022-04-12 | 2022-06-24 | 北京航天长城卫星导航科技有限公司 | Safety and stability's track protector |
| CN114657818B (en) * | 2022-04-12 | 2023-06-13 | 北京航天长城卫星导航科技有限公司 | Safe and stable rail protection device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160113 Termination date: 20160925 |