CN109572719A - A kind of side hanging elevated rail traffic railway points system - Google Patents
A kind of side hanging elevated rail traffic railway points system Download PDFInfo
- Publication number
- CN109572719A CN109572719A CN201811600878.3A CN201811600878A CN109572719A CN 109572719 A CN109572719 A CN 109572719A CN 201811600878 A CN201811600878 A CN 201811600878A CN 109572719 A CN109572719 A CN 109572719A
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- Prior art keywords
- track switch
- beam body
- pier stud
- railway points
- points system
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- 230000005540 biological transmission Effects 0.000 claims abstract description 4
- 238000012549 training Methods 0.000 claims description 12
- 241001669679 Eleotris Species 0.000 claims description 8
- 238000005253 cladding Methods 0.000 claims description 7
- 230000009466 transformation Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 8
- 230000008901 benefit Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000011161 development Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 229920001343 polytetrafluoroethylene Polymers 0.000 description 2
- 239000004810 polytetrafluoroethylene Substances 0.000 description 2
- 238000012546 transfer Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000000151 deposition Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000005339 levitation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- -1 polytetrafluoroethylene Polymers 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B61—RAILWAYS
- B61B—RAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
- B61B3/00—Elevated railway systems with suspended vehicles
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D1/00—Bridges in general
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Transportation (AREA)
- Mechanical Engineering (AREA)
- Railway Tracks (AREA)
Abstract
The invention discloses a kind of side hanging elevated rail traffic railway points systems, are in several track switch pier studs of arc line shaped setting including beam pier stud, using the beam pier stud as the center of circle, are connected with track switch beam body between the beam pier stud and the track switch pier stud；The track switch beam body includes several beam body units, and the both ends of the beam body unit are provided with several beam preformed holes, carries out telescopic connection by attachment device between the adjacent beam body unit；One end of the track switch beam body connects the beam pier stud, and the other end of the track switch beam body is swingable to connecting with the track switch pier stud, and the swinging end of the track switch beam body is provided with for changing the driving device of the track switch beam body transmission direction.The occupied area in rail traffic can be effectively reduced in the present invention, discharges ground space；And the route transformation that side hanging rail traffic may be implemented, reduces the operation cost of train.
Description
Technical field
The invention belongs to technical field of rail traffic, and in particular to a kind of side hanging elevated rail traffic railway points system.
Background technique
By development in decades, rail traffic refers to a kind of traffic that vehicle in use needs to travel in certain tracks
Tool or transportation system.Most typical rail traffic is exactly the railway system as composed by traditional train and standard railroad.With
The development in pluralism of train and railway technology, rail traffic show more and more types, are not only dispersed throughout the land of long range
Ground transport, is also widely used in the urban public transport of short-distance and medium-distance.
Common rail traffic has traditional railway (state-owned railroads, inter-city passenger rail and administrative region of a city railway), subway, light rail and rail
Electric car, novel rail have magnetic-levitation system, monorail system (straddle-type rail system and suspension type rail system) and
Automatic rapid transit system (RTS) of passenger etc..In chinese national standard " urban public transport major terms term ", by urban track traffic
It is defined as " usually using electric energy as power, taking the general name of the quick large conveying quantity public transport of wheel track drive manner."
According to service range difference, rail traffic is broken generally into state-owned railroads system, inter-city rail transit and city rail
Traffic three categories.Rail traffic generally has that freight volume is big, speed is fast, shift is close, safety and comfort, punctuality rate are high, round-the-clock, freight charges
The advantages that low and energy conservation and environmental protection；However, track is both needed to occupy certain ground by applying to be built to come into operation in common rail traffic
Face is difficult to discharge ground space when multi-track and when depositing；Meanwhile the elevated rail traffic in the prior art, mostly it is laid with ground
Rail, space control modes are height of the carbody+track beam body height, and train space layout is limited；And in the prior art, even more can not
Solve the problems, such as the thread-changing deflecting of side hanging elevated rail traffic.
Summary of the invention
To solve the above-mentioned problems, the present invention is intended to provide a kind of side hanging elevated rail traffic railway points system, Ke Yiyou
Effect reduces the occupied area in rail traffic, discharges ground space；And the route transformation of side hanging rail traffic may be implemented,
Reduce the operation cost of train.
To achieve the above object, the present invention is achieved by following technical scheme:
A kind of side hanging elevated rail traffic railway points system, including beam pier stud, using the beam pier stud be the center of circle be in arc line shaped
Several track switch pier studs being arranged, are connected with track switch beam body between the beam pier stud and the track switch pier stud；The track switch beam body packet
Several beam body units are included, the both ends of the beam body unit are provided with several beam preformed holes, lead between the adjacent beam body unit
It crosses attachment device and carries out telescopic connection；One end of the track switch beam body connects the beam pier stud, the track switch beam body it is another
One end is swingable to connecting with the track switch pier stud, and the swinging end of the track switch beam body is provided with for changing the track switch beam body
The driving device of transmission direction.
Preferably, the attachment device includes fixedly connected part and is slidably connected at the fixedly connected part both ends
Sleeve.
Preferably, being provided with wear-resisting filled layer between the fixedly connected part and the sleeve.
Preferably, the beam pier stud and the track switch beam body are set as the cuboid of equivalent width, the beam pier stud
Upper end is provided with opening up cavity, and several column preformed holes are provided on the opposite sides face of the cavity, is provided with described
The wherein side of column preformed hole connects the track switch beam body by the attachment device, is provided with the other side of the column preformed hole
Track girder is connected with by the attachment device.
Preferably, the fixedly connected part includes main body, the auxiliary body that the main body both ends are arranged in；The two of the main body
End is provided with the first connection structure, and one end of the auxiliary body is provided with to be connect with the second of first connection structure mating connection
Structure, the sleeve are slidably connected on the other end of the auxiliary body.
Preferably, being provided with beam body connecting structure between the track switch pier stud and the track switch beam body, the beam body is connect
Refuting structure includes the beam body connection position being arranged on the track switch pier stud, and the track switch beam body is rocked at the beam body connection position
The track switch pier stud is connected by the attachment device；The attachment device is pressure type telescoping mechanism.
Preferably, the driving device is the moving body being arranged in below the track switch beam body swinging end, adjacent institute
State the joist being provided between track switch pier stud for moving body movement；The track switch beam body is connect with the track switch pier stud
When, the moving body rests in the beam body connection position.
Preferably, being provided on the side of the track switch beam body several for being laid with the sleeper of train rail, the rail
Pillow includes the fixed plate for being connected and fixed with the track switch beam body, and one end is provided in the fixed plate and the fixed plate is hung down
The direct-connected top plate connect, the train rail are arranged on the top plate, and the other end of the top plate is provided with and the fixed plate
The internal cladding being parallel to each other.
Preferably, further include the training devices travelled on the train rail, the training devices are towards the road
The side of trouble beam body is provided with several traveling wheels, and the traveling wheel includes the vertical rows being arranged on the train rail that can walk
Walk wheel, can walk be arranged in the internal cladding towards the interior extension locating wheel on the fixed plate side and can walk setting exist
The reverse limit wheel of turnout junction girder body side surface lower end, the interior extension locating wheel are opposite with the active force of the reverse limit wheel.
Preferably, the training devices include compartment main body and can be from the separation of compartment main body bottom end abjection
Formula compartment, the traveling wheel are arranged on the side of the compartment main body, and vertical dragger, institute are provided in the compartment main body
It states and is connected with traction rope between vertical dragger and the separate type compartment.
Compared with prior art, the beneficial effects of the present invention are:
1, it is provided with track switch pier stud and track switch beam body and telescopic attachment device in this programme, is handed over for side hanging track
It is logical to provide a kind of new bridge structure form；It, can be antitorque with effective solution beam body by using the positioning method of preformed hole
The problem of；Using the connection type of detachable connecting part, the quick-replaceable of support may be implemented；Relative to traditional beam body
Speech, this programme are more advantageous on horizontal, vertical, cross spacing；When occur in train driving local stress variation it is excessive when, can be with
A deformation section is provided to track to cut operating costs to optimize the force environment of track；And the attachment device can facilitate
It is dismantled, it is simple and convenient convenient for the construction early period of track girder and track switch beam body and the maintenance work in later period.
2, the side of track switch beam body is provided with sleeper, the setting height of train is allowed to be greater than beam body height, from now
There is technical height of car+beam body height control spatial model to be changed into the mode of only vehicle control, greatly reduces sky
Between use；Meanwhile training devices can be set to the mode being partially separated, hanging above and below for compartment is realized by vertical dragger
It rises to carry out the transfer of passenger；The setting for avoiding overhead platform improves the convenience of side hanging overhead transport system；Together
When, the operation cost of rail traffic is greatly reduced after cancelling station.
3, by setting attachment device and the modular track switch beam body of beam body, swingable formula track switch beam body is realized, and in road
Trouble pier stud on be provided with joist, by control moving body operation can switch with follow up movement beam body swing, so as to realize
The route line feed of opposite side hanging rail vehicular traffic, further improves the operation of side hanging elevated rail traffic in overhead beam body
Feasibility, convenience and economic benefit.
Detailed description of the invention
Technical solution in order to illustrate the embodiments of the present invention more clearly, below will be to needed in embodiment description
Attached drawing is briefly described, it should be apparent that, drawings in the following description are some embodiments of the invention, general for this field
For logical technical staff, without creative efforts, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is railway points system overlooking structure diagram of the present invention.
Fig. 2 is structural schematic diagram when track switch beam body of the present invention is connect with track switch pier stud.
Fig. 3 is the side structure schematic view of track switch pier stud of the present invention.
Fig. 4 is the structural schematic diagram of attachment device one of which structure type of the present invention.
Fig. 5 is the structural schematic diagram of attachment device another kind structure type of the present invention.
Fig. 6 is the structural schematic diagram of sleeper of the present invention.
Fig. 7 is overlooking structure diagram when train rail of the present invention is arranged on sleeper.
Fig. 8 is the structural schematic diagram of the double course training devices of the present invention.
Fig. 9 is the structural schematic diagram of the single course training devices of the present invention.
Wherein:
1- beam pier stud, 11- cavity, 12- column preformed hole, 2- track switch pier stud, 21- beam body connection position, 22- joist, 3- track switch
Beam body, 31- beam body unit, 32- beam preformed hole, 4- attachment device, 41- fixedly connected part, 411- main body, the connection of 4111- first
Structure, the auxiliary body of 412-, the second connection structure of 4121-, 42- sleeve, the wear-resisting filled layer of 43-, 5- sleeper, 51- fixed plate, the top 52-
Plate, 53- internal cladding, 54- fastener, the compartment 61- main body, 62- separate type compartment, the vertical dragger of 63-, 64- traction rope, 651-
Vertical traveling wheel, 652- is interior to hang locating wheel, 653- reverse limit wheel, 7- moving body, 8- track girder, 9- train rail.
Specific embodiment
To better understand the objects, features and advantages of the present invention, with reference to the accompanying drawing and specific real
Applying mode, the present invention will be described in detail.It should be noted that in the absence of conflict, presently filed embodiment and reality
The feature applied in mode can be combined with each other.Many details are explained in the following description in order to fully understand this hair
Bright, described embodiment is only some embodiments of the invention, rather than whole embodiments.Based on the present invention
In embodiment, every other implementation obtained by those of ordinary skill in the art without making creative efforts
Mode shall fall within the protection scope of the present invention.
Unless otherwise defined, all technical and scientific terms used herein and belong to technical field of the invention
The normally understood meaning of technical staff is identical.Term as used herein in the specification of the present invention is intended merely to description tool
The purpose of the embodiment of body, it is not intended that in the limitation present invention.
Embodiment 1
As shown in figs 1-9, a kind of side hanging elevated rail traffic railway points system is provided in the present embodiment, including beam pier stud 1,
Track switch pier stud 2, track switch beam body 3 and attachment device 4.
The setting of beam pier stud 1 is in cuboid, and the upper end of the beam pier stud 1 is provided with opening up cavity 11, described
Cavity 11 is also set as rectangle, and is provided on the side of the cavity 11 for connecting the track switch beam body 3 or track girder 8
Column preformed hole 12；In the present embodiment, the column preformed hole 12 is arranged opposite in the cavity 11 in there are four arranged in matrix
Two sides on, wherein one side is connected with the track switch beam body 3, and another side is connected with the track girder 8, the cavity
11 to open up depth consistent with the beam body height of the track switch beam body 3 or track girder 8；It, can be in addition, as a kind of safeguard procedures
In the opening of the cavity 11, lid is set.
The track switch pier stud 2 be set as with the consistent cuboid of the beam pier stud 1, and the track switch pier stud 2 is with described
Beam pier stud 1 is that the center of circle is arranged in arc line shaped, and the upper end of the track switch pier stud 2 is provided with and the consistent cavity knot of the beam pier stud 1
Structure offers cavity in 2 upper end of track switch pier stud for the ease of plugging into for the track switch beam body 3 and the track switch pier stud 2
Part is carried out to hemisect, to form the beam body connection position 21 of a plane；The track switch beam body 3 and the track switch pier stud 2
It is provided with the other half cavity structure on one end of connection, one can be formed with half of cavity structure on the track switch pier stud 2
A complete cavity, half of cavity being arranged on the track switch pier stud 2 and half of cavity being arranged in the track switch beam body 3
Form beam body connecting structure；Track girder is connected with relative to the other side for being provided with beam body connection position 21 on the track switch pier stud 2
8。
The track switch beam body 3 is consistent with the cross-sectional area of the track girder 8, and the track switch beam body 3 includes several beam body lists
Member 31, the both ends of the beam body unit 31, the both ends of the track girder 8 are provided with several beam preformed holes 32, and the beam is reserved
Hole 32 opens up mode and opens up position and the column preformed hole 12 is consistent；Pass through connection between the adjacent beam body unit 31
Device 4 carries out telescopic connection；One end of the track switch beam body 3 connects the beam pier stud 1, the track switch beam body 3 it is another
Hold swingable to being connect with the track switch pier stud 2, the swinging end of the track switch beam body 3 is provided with for changing the track switch beam body
The driving device of 3 transmission directions.
In the present embodiment, the attachment device 4 includes two kinds of application forms:
In the first application form, there are two types of structure types, including fixedly connected part 41 for the setting simultaneously of attachment device 4
And it is slidably connected at the sleeve 42 at 41 both ends of fixedly connected part；It is set between the fixedly connected part 41 and the sleeve 42
It is equipped with wear-resisting filled layer 43, as a preferred solution, polytetrafluoroethylene (PTFE) slide plate can be selected in the wear-resisting filled layer 43.As
One of structure type of the attachment device 4, the sleeve 42 are that the embedding beam being set on the beam body unit 31 is pre-
It boxes out in 32, and the sleeve 42 between the adjacent beam body unit 31 is arranged with the fixedly connected part 41, it is described herein solid
The length for determining connector 41 is the sum of the depth of the beam preformed hole 32 on the adjacent beam body unit 31.
Further, another structure type as the attachment device 4, the fixedly connected part 41 include main body
411 and the auxiliary body 412 at 411 both ends of main body is set；The both ends of the main body 411 are provided with the first connection structure
4111, one end of the auxiliary body 412 is provided with the second connection structure 4121 being cooperatively connected with first connection structure 4111,
The sleeve 42 is slidably connected on the other end of the auxiliary body 412.First connection structure 4111 is connect with described second
Structure 4121 can be the screw thread of connection of complementing one another, to facilitate the entirety for extending fixedly connected part 41 described in this programme long
Degree, and be easy to the attachment device 4 and the connection of track girder 8 is stepped up to operate on the beam pier stud 1.
In second of application form, as shown in Fig. 2, the attachment device 4 is hydraulic telescopic device, the hydraulic telescopic device
It is mountable in the track switch beam body 3 towards on the end face of the track switch pier stud 2, by the pressure output of hydraulic pump, so that hydraulic
The movable end of telescopic device is inserted in the column preformed hole 12 on the track switch pier stud 2；Similarly, the hydraulic telescopic device is also
Mountable be set as air pressure telescopic device on the track switch pier stud, or by the attachment device 4, only equivalent scheme is replaced
It changes.
The driving device is the moving body 7 being arranged in below 3 swinging end of track switch beam body, the adjacent track switch pier
The joist 22 for the moving body 7 movement is provided between column 2；When the track switch beam body 3 is connect with the track switch pier stud 2,
The moving body 7 rests in the beam body connection position 21.
In addition, being additionally provided on the side of the track switch beam body 3 several for being laid with the sleeper 5 of train rail 9, the rail
Pillow 5 includes the fixed plate 51 for being connected and fixed with the track switch beam body 3, is provided in the fixed plate 51 for installing fixation
The fastener 54 of the fixed plate 51；One end and the fixed plate 51 top plate connected vertically are provided in the fixed plate 51
52, the train rail 9 is arranged on the top plate 52, and the other end of the top plate 52 is provided with the fixed plate 51 mutually
Parallel internal cladding 53.
As a kind of application example, traveling has a training devices on the train rail 9, and the training devices are towards the road
The side of trouble beam body 3 is provided with several traveling wheels, the traveling wheel include can walk be arranged in it is vertical on the train rail 9
Traveling wheel 651, can walk be arranged in the internal cladding 53 towards on 51 side of fixed plate interior extension locating wheel 652 and
Can walk and the reverse limit wheel 653 of the 3 side lower end of track switch beam body is set, the interior extension locating wheel 652 with it is described reversed
The active force of position-limited wheel 653 is opposite.
The training devices include compartment main body 61 and can be from the separate type compartments of 61 bottom end of compartment main body abjection
62, the traveling wheel is arranged on the side of the compartment main body 61, and vertical dragger 63 is provided in the compartment main body 61,
It is connected with traction rope 64 between the vertical dragger 63 and the separate type compartment 62, is realized by the vertical dragger 63
Control up and down to separate type compartment 62, in order to passenger's transfer；Wherein, Fig. 8 show double course trains in the present embodiment
Device, Fig. 9 show single course training devices in the present embodiment.
The above described is only a preferred embodiment of the present invention, be not intended to limit the present invention in any form, therefore
Without departing from the technical solutions of the present invention, according to the technical essence of the invention it is to the above embodiments it is any modification,
Equivalent variations and modification, all of which are still within the scope of the technical scheme of the invention.
Claims (10)
1. a kind of side hanging elevated rail traffic railway points system, which is characterized in that including beam pier stud, using the beam pier stud as the center of circle
In several track switch pier studs that arc line shaped is arranged, track switch beam body is connected between the beam pier stud and the track switch pier stud；The road
Beam body of branching off includes several beam body units, and the both ends of the beam body unit are provided with several beam preformed holes, the adjacent beam body list
Telescopic connection is carried out by attachment device between member；
One end of the track switch beam body connects the beam pier stud, the other end of the track switch beam body it is swingable to the track switch pier
Column connection, the swinging end of the track switch beam body are provided with for changing the driving device of the track switch beam body transmission direction.
2. railway points system according to claim 1, which is characterized in that the attachment device includes fixedly connected part and cunning
The dynamic sleeve for being connected to the fixedly connected part both ends.
3. railway points system according to claim 2, which is characterized in that be arranged between the fixedly connected part and the sleeve
There is wear-resisting filled layer.
4. railway points system according to claim 2, which is characterized in that the beam pier stud and the track switch beam body are set as wide
Consistent cuboid is spent, the upper end of the beam pier stud is provided with opening up cavity, sets on the opposite sides face of the cavity
Several column preformed holes are equipped with, the wherein side for being provided with the column preformed hole connects the turnout junction girder by the attachment device
Body, the other side for being provided with the column preformed hole are connected with track girder by the attachment device.
5. railway points system according to claim 4, which is characterized in that the fixedly connected part includes main body, is arranged in institute
State the auxiliary body at main body both ends；The both ends of the main body are provided with the first connection structure, one end of the auxiliary body be provided with it is described
The second connection structure that first connection structure is cooperatively connected, the sleeve are slidably connected on the other end of the auxiliary body.
6. railway points system according to claim 1, which is characterized in that set between the track switch pier stud and the track switch beam body
It is equipped with beam body connecting structure, the beam body connecting structure includes the beam body connection position being arranged on the track switch pier stud, the road
Trouble beam body, which is rocked at the beam body connection position, connects the track switch pier stud by the attachment device；
The attachment device is pressure type telescoping mechanism.
7. railway points system according to claim 6, which is characterized in that the driving device is to be arranged in the track switch beam body
Moving body below swinging end is provided with the joist for moving body movement between the adjacent track switch pier stud；It is described
When track switch beam body is connect with the track switch pier stud, the moving body is rested in the beam body connection position.
8. railway points system according to claim 1, which is characterized in that be provided with several use on the side of the track switch beam body
In the sleeper for being laid with train rail, the sleeper includes the fixed plate for being connected and fixed with the track switch beam body, the fixation
One end and fixed plate top plate connected vertically are provided on plate, the train rail is arranged on the top plate, the top
The other end of plate is provided with the internal cladding being parallel to each other with the fixed plate.
9. railway points system according to claim 8, which is characterized in that further include the train travelled on the train rail
Device, the side of the training devices towards the track switch beam body are provided with several traveling wheels, and the traveling wheel includes that can walk
The vertical traveling wheel that is arranged on the train rail, can walk is arranged in the internal cladding towards on the fixed plate side
Interior extension locating wheel and can walk the reverse limit wheel of turnout junction girder body side surface lower end is set, the interior extension locating wheel with
The active force of the reverse limit wheel is opposite.
10. railway points system according to claim 9, which is characterized in that the training devices include compartment main body, Yi Jike
The separate type compartment deviate from from compartment main body bottom end, the traveling wheel is arranged on the side of the compartment main body, described
It is provided with vertical dragger in compartment main body, is connected with traction rope between the vertical dragger and the separate type compartment.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811600878.3A CN109572719B (en) | 2018-12-26 | Side-hanging type elevated rail transit turnout system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811600878.3A CN109572719B (en) | 2018-12-26 | Side-hanging type elevated rail transit turnout system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109572719A true CN109572719A (en) | 2019-04-05 |
| CN109572719B CN109572719B (en) | 2024-06-25 |
Family
ID=
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116084215A (en) * | 2023-04-10 | 2023-05-09 | 北京九州一轨环境科技股份有限公司 | Stable turnout assembly |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002220803A (en) * | 2000-08-29 | 2002-08-09 | Hitachi Ltd | Branching device for monorail |
| CN102765398A (en) * | 2011-05-05 | 2012-11-07 | 张世权 | Side-hung train boarding and alighting system |
| CN204919237U (en) * | 2015-08-07 | 2015-12-30 | 中铁工程设计咨询集团有限公司 | Replacement roof beam switch structure |
| CN106394565A (en) * | 2016-11-17 | 2017-02-15 | 中唐空铁集团有限公司 | Three-dimensional compound traffic system |
| CN107415961A (en) * | 2017-08-07 | 2017-12-01 | 西南交通大学 | A kind of empty rail train body and track structure |
| CN107642008A (en) * | 2017-10-31 | 2018-01-30 | 中铁第四勘察设计院集团有限公司 | A kind of high switch crossing speed flexibility single-track turnout |
| CN107858878A (en) * | 2017-10-31 | 2018-03-30 | 中铁第四勘察设计院集团有限公司 | A kind of combined Riding-type Monorail Switch |
| CN207659804U (en) * | 2017-10-31 | 2018-07-27 | 中铁第四勘察设计院集团有限公司 | A kind of high switch crossing speed flexibility single-track turnout |
| CN108914726A (en) * | 2018-08-23 | 2018-11-30 | 中铁磁浮交通投资建设有限公司 | A kind of magnetic floating traffic is low to set structure location track girder internode limit force transfer structure |
| CN209700641U (en) * | 2018-12-26 | 2019-11-29 | 广州地铁设计研究院股份有限公司 | A kind of side hanging elevated rail traffic railway points system |
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002220803A (en) * | 2000-08-29 | 2002-08-09 | Hitachi Ltd | Branching device for monorail |
| CN102765398A (en) * | 2011-05-05 | 2012-11-07 | 张世权 | Side-hung train boarding and alighting system |
| CN204919237U (en) * | 2015-08-07 | 2015-12-30 | 中铁工程设计咨询集团有限公司 | Replacement roof beam switch structure |
| CN106394565A (en) * | 2016-11-17 | 2017-02-15 | 中唐空铁集团有限公司 | Three-dimensional compound traffic system |
| CN107415961A (en) * | 2017-08-07 | 2017-12-01 | 西南交通大学 | A kind of empty rail train body and track structure |
| CN107642008A (en) * | 2017-10-31 | 2018-01-30 | 中铁第四勘察设计院集团有限公司 | A kind of high switch crossing speed flexibility single-track turnout |
| CN107858878A (en) * | 2017-10-31 | 2018-03-30 | 中铁第四勘察设计院集团有限公司 | A kind of combined Riding-type Monorail Switch |
| CN207659804U (en) * | 2017-10-31 | 2018-07-27 | 中铁第四勘察设计院集团有限公司 | A kind of high switch crossing speed flexibility single-track turnout |
| CN108914726A (en) * | 2018-08-23 | 2018-11-30 | 中铁磁浮交通投资建设有限公司 | A kind of magnetic floating traffic is low to set structure location track girder internode limit force transfer structure |
| CN209700641U (en) * | 2018-12-26 | 2019-11-29 | 广州地铁设计研究院股份有限公司 | A kind of side hanging elevated rail traffic railway points system |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116084215A (en) * | 2023-04-10 | 2023-05-09 | 北京九州一轨环境科技股份有限公司 | Stable turnout assembly |
| CN116084215B (en) * | 2023-04-10 | 2023-06-02 | 北京九州一轨环境科技股份有限公司 | Stable turnout assembly |
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