CN206328642U - A kind of board-like track structure of framework in tunnel - Google Patents
A kind of board-like track structure of framework in tunnel Download PDFInfo
- Publication number
- CN206328642U CN206328642U CN201621425237.5U CN201621425237U CN206328642U CN 206328642 U CN206328642 U CN 206328642U CN 201621425237 U CN201621425237 U CN 201621425237U CN 206328642 U CN206328642 U CN 206328642U
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- rail
- prefabricated integral
- framework
- track slab
- board
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- 239000004567 concrete Substances 0.000 claims abstract description 22
- 239000000463 material Substances 0.000 claims abstract description 11
- 238000013016 damping Methods 0.000 claims abstract description 10
- 238000007373 indentation Methods 0.000 claims abstract description 10
- 229920000642 polymer Polymers 0.000 claims abstract description 10
- 208000020442 loss of weight Diseases 0.000 claims abstract description 5
- 241001669679 Eleotris Species 0.000 claims description 7
- 238000010008 shearing Methods 0.000 claims description 5
- 230000000295 complement effect Effects 0.000 claims description 4
- 238000009434 installation Methods 0.000 claims description 4
- 230000010412 perfusion Effects 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 239000011347 resin Substances 0.000 claims description 4
- 229920005989 resin Polymers 0.000 claims description 4
- 230000000712 assembly Effects 0.000 claims description 3
- 238000000429 assembly Methods 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 230000015271 coagulation Effects 0.000 claims description 2
- 238000005345 coagulation Methods 0.000 claims description 2
- 239000011248 coating agent Substances 0.000 claims description 2
- 238000000576 coating method Methods 0.000 claims description 2
- 230000002708 enhancing effect Effects 0.000 claims description 2
- 238000010030 laminating Methods 0.000 claims 1
- 238000012423 maintenance Methods 0.000 abstract description 6
- 238000010276 construction Methods 0.000 abstract description 4
- 239000012634 fragment Substances 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000003245 coal Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000004382 potting Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 239000004575 stone Substances 0.000 description 3
- 230000015556 catabolic process Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000002159 abnormal effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229920002521 macromolecule Polymers 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000005855 radiation Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000011376 self-consolidating concrete Substances 0.000 description 1
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- Railway Tracks (AREA)
Abstract
The utility model discloses a kind of board-like track structure of framework in tunnel, including the concrete bed with circular arc-shaped bottom portion and along the longitudinally fixed Prefabricated integral fragment-free track slab being arranged on, the Prefabricated integral fragment-free track slab both sides longitudinally open up rail support groove respectively, rail is installed in rail support groove and filled high polymer damping material is fixed, the cavity for loss of weight is opened up in the middle of the Prefabricated integral fragment-free track slab, two ends open up semicircular indentations, the semicircular indentations at each Prefabricated integral fragment-free track slab two ends of correspondence set the gear platform of cylinder on the concrete bed.The utility model forms frame plate structure by setting cavity in track plate, can effectively reduce track plates deadweight, be easy to construction and later maintenance；Coordinated using the semi-circular recesses and cylinder gear platform at Prefabricated integral fragment-free track slab two ends, realize the elastic spacing to Prefabricated integral fragment-free track slab vertical and horizontal.
Description
Technical field
The utility model is related to technical field of rail traffic, particularly a kind of framework slab track knot in tunnel
Structure.
Background technology
In traditional track traffic, rail is fixed together by fastener with track or sleeper, be positioned over the tiny fragments of stone, coal, etc. or
On ballastless track bed.The process of its whole work progress is more, long construction period, can largely effect on the unimpeded and city of urban road
The trip of the people；It is guarantee driving safety, it is necessary to which often contacting piece is checked simultaneously and fastener easily loosens in use
Again tighten, maintenance workload is big, high cost.
Gradually highlighted for the mode of transportation of this large conveying quantity of subway, the problems such as rail wear, vibration noise, conventional rails
The maintenance workload of structure is larger, and higher requirement is proposed to operation management；And in urban track traffic, subway
Most sections are all located underground, and the rail of conventional rails system is all higher than the sleeper or Prefabricated integral non-fragment orbit of bottom
Plate, this structure is disadvantageous in that wheeled vehicle travels very inconvenient in tunnel, particularly occurs accident in tunnel
When, will have a strong impact on common fire-fighting, breakdown lorry enter tunnel in implement fire-fighting and rescue.
In current disclosed embedded tracks, integral rail plate is realized and bottom coagulation by self-compacting concrete
The connection of native base, this connected mode does not adapt to foundation settlement in tunnel, and is unfavorable for maintenance.In addition, monoblock type
The limited impression of track plates bottom is also unfavorable for the processing and manufacturing of track plates.
Utility model content
Goal of the invention of the present utility model is：For above-mentioned problem, there is provided a kind of framework in tunnel
Slab track structure.
The technical solution adopted in the utility model is such：
A kind of board-like track structure of framework in tunnel, including the concrete bed with circular arc-shaped bottom portion and edge
The longitudinally fixed Prefabricated integral fragment-free track slab being arranged on, the Prefabricated integral fragment-free track slab both sides are longitudinal respectively
Opening up installation rail in rail support groove, rail support groove, simultaneously filled high polymer damping material is fixed, and the Prefabricated integral is without tiny fragments of stone, coal, etc. rail
The cavity for loss of weight is opened up in the middle of guidance tape, two ends open up each prefabricated entirety of correspondence on semicircular indentations, the concrete bed
The semicircular indentations at formula fragment-free track slab two ends set the gear platform of cylinder, and in gear platform and Prefabricated integral fragment-free track slab
Reserving gaps perfusion potting resin formation elastic cord breaker carries out horizontal and vertical elasticity to Prefabricated integral fragment-free track slab
It is spacing.
Preferably, adjustment supporting layer is set between the Prefabricated integral fragment-free track slab and concrete bed, and
Adjust supporting layer outer application closing waterproof layer.
Preferably, one layer of abatvoix is set on the Prefabricated integral non-fragment orbit plate top surface, and by each prefabricated entirety
Plate stitch covering between formula fragment-free track slab.Abatvoix can substantially reduce the noise radiation of Prefabricated integral fragment-free track slab, subtract
Overhead and influence of noise of the above-ground route to surrounding environment is particularly around baby track circuit.
Preferably, the concrete bed bottom is fixedly connected with the tunnel duct piece of circular arc, and by presetting shearing resistance
Cut reinforcing bar to connection strengthen, and junction and tunnel duct piece surface coating waterproof layer, the concrete bed both sides with
Gutter is formed between tunnel duct piece, so as to effectively strengthen rail system drainability.
Preferably, setting resilient sleeper-bearing under rail, height adjusting cushion plate and rail under rail in the rail support groove from bottom to top, hold
Its complementary space filled high polymer damping material in track slot.Further preferably, the support rail groove bottom towards Prefabricated integral without the tiny fragments of stone, coal, etc.
Track plates transverse direction middle part is downward-sloping, or, rail cant backing plate is set under the rail and rail between height adjusting cushion plate.Support rail
Groove bottom tilts the effect equivalent to rail cant, and the setting of rail cant can be effectively improved the contact relation of rail and car wheel-set,
Reduce rail abnormal wear.
Preferably, the rail both sides set some tune rail assemblies respectively, the tune rail assembly includes retainer and wedge
Shape block, the retainer side is fitted with steel rail web surface, and opposite side is inclined-plane, the wedge side and retainer it is oblique
Face is fitted, and opposite side is fitted with support rail groove sidewall.
Preferably, the rail both sides set some noise reduction blocks, the noise reduction block one side and steel rail web table respectively
Fit in face.Noise reduction block can reduce the vibration noise of rail system, and reduce the workload of cast-in-site macromolecule material.
In summary, by adopting the above-described technical solution, the beneficial effects of the utility model are：
1st, rail is embedded into below track plate surface, so as to overcome the surface of current conventional rails structure presence just
Uneven the problem of, fire-fighting, breakdown lorry is facilitated to pass through.
2nd, by setting cavity in track plate, frame plate structure is formed, track plates deadweight can be effectively reduced, be easy to
Construction and later maintenance.
3rd, coordinated using the semi-circular recesses and cylinder gear platform at Prefabricated integral fragment-free track slab two ends, realized to pre-
The elastic spacing of integral ballastless track plate vertical and horizontal processed.
The 4th, adjustment supporting layer is set between Prefabricated integral fragment-free track slab and concrete bed, Prefabricated integral is realized
The continuous elastic support of fragment-free track slab, effectively adapts to the foundation settlement in tunnel, changes the maintenance of embedded tracks system
It is more convenient.
The 5th, shear reinforcement, the concatenation ability of enhancing tunnel duct piece and rail system base are set in advance on tunnel duct piece.
6th, shorten construction period, weaken rail wear and vibration noise.
Brief description of the drawings
Fig. 1 is the cross-sectional view of the utility model embodiment（Left-half is illustrated in the rail support groove of embodiment 1 and tied
Structure, right half part illustrates the rail support groove inner structure of embodiment 2）.
Fig. 2 is the Prefabricated integral fragment-free track slab schematic diagram of the utility model embodiment 1.
Fig. 3 is the rail support groove enlarged diagram of setting tune rail assembly in the utility model embodiment 1.
Fig. 4 is the rail support groove enlarged diagram of setting noise reduction block in the utility model embodiment 2.
Marked in figure：1 is Prefabricated integral fragment-free track slab, and 2 be polymer damping material, and 3 be rail, and 4 be tune rail group
Part, 5 be the circular shelves platform base of band, and 6 be elastic cord breaker, and 7 be resilient sleeper-bearing under rail, and 8 be height adjusting cushion plate under rail, and 9 be adjustment branch
Layer is supportted, 10 be closing waterproof layer, and 11 be gutter, and 12 be waterproof layer, and 13 be abatvoix, and 14 be tunnel duct piece, and 15 be shearing resistance steel
Muscle, 16 be noise reduction block, and 1-1 is rail support groove, and 1-2 is semicircular indentations, and 1-3 is cavity.
Embodiment
Below in conjunction with the accompanying drawings, the utility model is described in detail.
Embodiment 1：
A kind of board-like track structure of framework in tunnel, including the concrete bed 5 with circular arc-shaped bottom portion and
Along the longitudinally fixed Prefabricated integral fragment-free track slab 1 being arranged on, the both sides of Prefabricated integral fragment-free track slab 1 difference
Longitudinal direction opens up installation rail 3 in rail support groove 1-1, rail support groove 1-1, and simultaneously filled high polymer damping material 2 is fixed, described prefabricated
The cavity 1-3 for loss of weight is opened up in the middle of integral ballastless track plate 1, two ends open up semicircular indentations 1-2, as shown in Figure 2.Institute
The semicircular indentations 1-2 for stating each two ends of Prefabricated integral fragment-free track slab 1 of correspondence on concrete bed 5 sets the gear of cylinder
Platform, and elastic cord breaker 6 is formed to prefabricated in the reserving gaps perfusion potting resin of gear platform and Prefabricated integral fragment-free track slab 1
Integral ballastless track plate 1 carries out horizontal and vertical elastic spacing.
As shown in Figure 1,3, adjustment supporting layer is set between the Prefabricated integral fragment-free track slab 1 and concrete bed 5
9, and in the adjustment outer application of supporting layer 9 closing waterproof layer 10.One layer is set on the top surface of Prefabricated integral fragment-free track slab 1
Abatvoix 13, and the plate stitch between each Prefabricated integral fragment-free track slab 1 is covered.The bottom of concrete bed 5 and circular arc
The tunnel duct piece 14 of shape is fixedly connected, and is strengthened by presetting anti-shearing 15 pairs of connections of reinforcing bar, and in junction and tunnel
The surface of section of jurisdiction 14 coats waterproof layer 12, and gutter 11 is formed between the both sides of concrete bed 5 and tunnel duct piece 14.It is described to hold
Its complementary space in height adjusting cushion plate 8 and rail 3 under resilient sleeper-bearing 7, rail, rail support groove 1-1 is set under rail from bottom to top in track slot 1-1
Filled high polymer damping material 2.The rail support groove 1-1 bottom surfaces towards the horizontal middle part of Prefabricated integral fragment-free track slab 1 to
It is lower to tilt, or, rail cant backing plate is set under the rail 3 and rail between height adjusting cushion plate 8.The both sides of rail 3 are set respectively
Some tune rail assemblies 4, the tune rail assembly 4 includes retainer and wedge, and the retainer side is pasted with the web of the rail surface of rail 3
Close, opposite side is inclined-plane, and the wedge side is fitted with the inclined-plane of retainer, and opposite side is fitted with rail support groove 1-1 sides wall.
Embodiment 2：
A kind of board-like track structure of framework in tunnel, including the concrete bed 5 with circular arc-shaped bottom portion and
Along the longitudinally fixed Prefabricated integral fragment-free track slab 1 being arranged on, the both sides of Prefabricated integral fragment-free track slab 1 difference
Longitudinal direction opens up installation rail 3 in rail support groove 1-1, rail support groove 1-1, and simultaneously filled high polymer damping material 2 is fixed, described prefabricated
The cavity 1-3 for loss of weight is opened up in the middle of integral ballastless track plate 1, two ends open up semicircular indentations 1-2, as shown in Figure 2.Institute
The semicircular indentations 1-2 for stating each two ends of Prefabricated integral fragment-free track slab 1 of correspondence on concrete bed 5 sets the gear of cylinder
Platform, and elastic cord breaker 6 is formed to prefabricated in the reserving gaps perfusion potting resin of gear platform and Prefabricated integral fragment-free track slab 1
Integral ballastless track plate 1 carries out horizontal and vertical elastic spacing.
Adjustment supporting layer is set as shown in Fig. 1,4, between the Prefabricated integral fragment-free track slab 1 and concrete bed 5
9, and in the adjustment outer application of supporting layer 9 closing waterproof layer 10.One layer is set on the top surface of Prefabricated integral fragment-free track slab 1
Abatvoix 13, and the plate stitch between each Prefabricated integral fragment-free track slab 1 is covered.The bottom of concrete bed 5 and circular arc
The tunnel duct piece 14 of shape is fixedly connected, and is strengthened by presetting anti-shearing 15 pairs of connections of reinforcing bar, and in junction and tunnel
The surface of section of jurisdiction 14 coats waterproof layer 12, and gutter 11 is formed between the both sides of concrete bed 5 and tunnel duct piece 14.It is described to hold
Its complementary space in height adjusting cushion plate 8 and rail 3 under resilient sleeper-bearing 7, rail, rail support groove 1-1 is set under rail from bottom to top in track slot 1-1
Filled high polymer damping material 2.The rail support groove 1-1 bottom surfaces towards the horizontal middle part of Prefabricated integral fragment-free track slab 1 to
It is lower to tilt, or, rail cant backing plate is set under the rail 3 and rail between height adjusting cushion plate 8.The both sides of rail 3 are set respectively
Some noise reduction blocks 16, the one side of noise reduction block 16 is fitted with the web of the rail surface of rail 3.
Claims (9)
1. a kind of board-like track structure of framework in tunnel, including the concrete bed with circular arc-shaped bottom portion（5）And
Along the longitudinally fixed Prefabricated integral fragment-free track slab being arranged on（1）, the Prefabricated integral fragment-free track slab（1）Both sides
Longitudinal direction opens up rail support groove respectively（1-1）, rail support groove（1-1）Interior installation rail（3）And filled high polymer damping material（2）Consolidate
It is fixed, it is characterised in that：The Prefabricated integral fragment-free track slab（1）Centre opens up the cavity for loss of weight（1-3）, two ends are opened up
Semicircular indentations（1-2）, the concrete bed（5）Upper each Prefabricated integral fragment-free track slab of correspondence（1）The semicircle at two ends
Breach（1-2）The gear platform of cylinder is set, and in gear platform and Prefabricated integral fragment-free track slab（1）Reserving gaps perfusion filling
Resin formation elastic cord breaker（6）To Prefabricated integral fragment-free track slab（1）Carry out horizontal and vertical elastic spacing.
2. a kind of board-like track structure of framework in tunnel according to claim 1, it is characterised in that：It is described prefabricated
Integral ballastless track plate（1）With concrete bed（5）Between set adjustment supporting layer（9）, and in adjustment supporting layer（9）Outside
Coating closing waterproof layer（10）.
3. a kind of board-like track structure of framework in tunnel according to claim 1, it is characterised in that：It is described prefabricated
Integral ballastless track plate（1）One layer of abatvoix is set on top surface（13）, and by each Prefabricated integral fragment-free track slab（1）Between
Plate stitch covering.
4. a kind of board-like track structure of framework in tunnel according to claim 1, it is characterised in that：The coagulation
Native base（5）Bottom and the tunnel duct piece of circular arc（14）It is fixedly connected, and by presetting anti-shearing reinforcing bar（15）To connect into
Row enhancing, and in junction and tunnel duct piece（14）Surface coats waterproof layer（12）, the concrete bed（5）Both sides and tunnel
Section of jurisdiction（14）Between form gutter（11）.
5. a kind of board-like track structure of framework in tunnel according to claim 1, it is characterised in that：The support rail
Groove（1-1）Bottom surface is towards Prefabricated integral fragment-free track slab（1）Horizontal middle part is downward-sloping.
6. a kind of board-like track structure of framework in tunnel according to claim 1, it is characterised in that：The support rail
Groove（1-1）Resilient sleeper-bearing under rail is inside set from bottom to top（7）, height adjusting cushion plate under rail（8）And rail（3）, rail support groove（1-1）It is interior
Its complementary space filled high polymer damping material（2）.
7. a kind of board-like track structure of framework in tunnel according to claim 6, it is characterised in that：The rail
（3）With height adjusting cushion plate under rail（8）Between set rail cant backing plate.
8. a kind of board-like track structure of framework in tunnel according to claim 1 or 6, it is characterised in that：It is described
Rail（3）Both sides set some tune rail assemblies respectively（4）, the tune rail assembly（4）Including retainer and wedge, the holding
Frame side and rail（3）Web of the rail surface is fitted, and opposite side is inclined-plane, and the wedge side is fitted with the inclined-plane of retainer, separately
Side and rail support groove（1-1）Side wall laminating.
9. a kind of board-like track structure of framework in tunnel according to claim 1 or 6, it is characterised in that：It is described
Rail（3）Both sides set some noise reduction blocks respectively（16）, the noise reduction block（16）One side and rail（3）Fit on web of the rail surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621425237.5U CN206328642U (en) | 2016-12-23 | 2016-12-23 | A kind of board-like track structure of framework in tunnel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621425237.5U CN206328642U (en) | 2016-12-23 | 2016-12-23 | A kind of board-like track structure of framework in tunnel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206328642U true CN206328642U (en) | 2017-07-14 |
Family
ID=59291752
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621425237.5U Active CN206328642U (en) | 2016-12-23 | 2016-12-23 | A kind of board-like track structure of framework in tunnel |
Country Status (1)
| Country | Link |
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| CN (1) | CN206328642U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107858868A (en) * | 2017-10-31 | 2018-03-30 | 天津银龙预应力材料股份有限公司 | A kind of railcar track plates |
| CN108049260A (en) * | 2017-12-15 | 2018-05-18 | 上海工程技术大学 | A kind of fill-type adjusts backing plate |
| CN108360307A (en) * | 2018-02-06 | 2018-08-03 | 中铁二院工程集团有限责任公司 | The prefabricated overall assembled track of shield tunnel and construction method |
| WO2021137784A1 (en) * | 2019-12-31 | 2021-07-08 | Yapiray Demi̇ryolu İnşaat Si̇stemleri̇ Sanayi̇ Ve Ti̇caret Anoni̇m Şi̇rketi̇ | Ballastless track superstructure system |
| CN115233501A (en) * | 2022-09-15 | 2022-10-25 | 成都工业职业技术学院 | Prefabricated railway track base and railway track construction method |
-
2016
- 2016-12-23 CN CN201621425237.5U patent/CN206328642U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107858868A (en) * | 2017-10-31 | 2018-03-30 | 天津银龙预应力材料股份有限公司 | A kind of railcar track plates |
| 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 |
| CN108360307A (en) * | 2018-02-06 | 2018-08-03 | 中铁二院工程集团有限责任公司 | The prefabricated overall assembled track of shield tunnel and construction method |
| WO2021137784A1 (en) * | 2019-12-31 | 2021-07-08 | Yapiray Demi̇ryolu İnşaat Si̇stemleri̇ Sanayi̇ Ve Ti̇caret Anoni̇m Şi̇rketi̇ | Ballastless track superstructure system |
| CN115233501A (en) * | 2022-09-15 | 2022-10-25 | 成都工业职业技术学院 | Prefabricated railway track base and railway track construction method |
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| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Qian Zhendi Inventor after: Luo Xinwei Inventor after: Ma Runtao Inventor after: Wu Jia Inventor after: Wang Zhonglin Inventor after: Yin Huatuo Inventor after: Li Ping Inventor after: Luo Jiong Inventor after: Liu Guangsheng Inventor after: Zheng Jie Inventor after: Tao Bilian Inventor after: Nong Xingzhong Inventor after: Jiao Honglin Inventor after: Yang Lingzhi Inventor after: Xia Shaodan Inventor after: Shi Haiou Inventor after: Wang Dijun Inventor after: Yang Gang Inventor before: Qian Zhendi Inventor before: Wang Dijun Inventor before: Wu Jia Inventor before: Wang Zhonglin Inventor before: Li Ping Inventor before: Jiao Honglin Inventor before: Yang Gang Inventor before: Luo Jiong Inventor before: Liu Guangsheng Inventor before: Zheng Jie Inventor before: Shi Haiou Inventor before: Luo Xinwei Inventor before: Nong Xingzhong |
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Effective date of registration: 20180208 Address after: 611430 Xinjin Industrial Park, Sichuan, Chengdu Co-patentee after: GUANGZHOU METRO GROUP Co.,Ltd. Patentee after: CHENGDU XINZHU ROAD & BRIDGE MACHINERY Co.,Ltd. Co-patentee after: GUANGZHOU METRO DESIGN & RESEARCH INSTITUTE Co.,Ltd. Address before: 611430 Xinjin Industrial Park, Sichuan, Chengdu Patentee before: CHENGDU XINZHU ROAD & BRIDGE MACHINERY Co.,Ltd. |
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| TR01 | Transfer of patent right | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 611430 Xinjin Industrial Park, Chengdu, Sichuan Co-patentee after: GUANGZHOU METRO GROUP Co.,Ltd. Patentee after: CHENGDU XINZHU ROAD & BRIDGE MACHINERY Co.,Ltd. Co-patentee after: GUANGZHOU METRO DESIGN & RESEARCH INSTITUTE Co.,Ltd. Address before: 611430 Xinjin Industrial Park, Chengdu, Sichuan Co-patentee before: GUANGZHOU METRO GROUP Co.,Ltd. Patentee before: CHENGDU XINZHU ROAD & BRIDGE MACHINERY Co.,Ltd. Co-patentee before: GUANGZHOU METRO DESIGN & RESEARCH INSTITUTE Co.,Ltd. |
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| CP01 | Change in the name or title of a patent holder | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20181226 Address after: 611430 Xinjin Industrial Park, Chengdu, Sichuan Co-patentee after: GUANGZHOU METRO DESIGN & RESEARCH INSTITUTE Co.,Ltd. Patentee after: CHENGDU XINZHU ROAD & BRIDGE MACHINERY Co.,Ltd. Address before: 611430 Xinjin Industrial Park, Chengdu, Sichuan Co-patentee before: GUANGZHOU METRO GROUP Co.,Ltd. Patentee before: CHENGDU XINZHU ROAD & BRIDGE MACHINERY Co.,Ltd. Co-patentee before: GUANGZHOU METRO DESIGN & RESEARCH INSTITUTE Co.,Ltd. |
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| TR01 | Transfer of patent right |