CN106930161A - The overhead translation rail changing device of straddle-type monorail track, method and track - Google Patents
The overhead translation rail changing device of straddle-type monorail track, method and track Download PDFInfo
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- CN106930161A CN106930161A CN201710027450.3A CN201710027450A CN106930161A CN 106930161 A CN106930161 A CN 106930161A CN 201710027450 A CN201710027450 A CN 201710027450A CN 106930161 A CN106930161 A CN 106930161A
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- Prior art keywords
- rail
- block
- track
- change
- rail block
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Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B61—RAILWAYS
- B61L—GUIDING RAILWAY TRAFFIC; ENSURING THE SAFETY OF RAILWAY TRAFFIC
- B61L5/00—Local operating mechanisms for points or track-mounted scotch-blocks; Visible or audible signals; Local operating mechanisms for visible or audible signals
- B61L5/10—Locking mechanisms for points; Means for indicating the setting of points
- B61L5/102—Controlling electrically
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B25/00—Tracks for special kinds of railways
- E01B25/08—Tracks for mono-rails with centre of gravity of vehicle above the load-bearing rail
- E01B25/12—Switches; Crossings
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2202/00—Characteristics of moving parts of rail systems, e.g. switches, special frogs, tongues
- E01B2202/02—Nature of the movement
- E01B2202/025—Pure translation
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2202/00—Characteristics of moving parts of rail systems, e.g. switches, special frogs, tongues
- E01B2202/04—Nature of the support or bearing
- E01B2202/044—Rolling
- E01B2202/048—Rolling with rolls on moving part
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Train Traffic Observation, Control, And Security (AREA)
Abstract
The invention discloses the overhead translation rail changing device and track of a kind of straddle-type monorail track, including walking track girder, cross track beam block, the first change beam-and-rail block, the second change beam-and-rail block, Bian Gui executing agencies, change rail locking mechanism, signal lamp, support column and the mounting platform being fixed at the top of support column, by changing the position of the first change beam-and-rail block and the second change beam-and-rail block in the Bian Gui executing agencies on overhead mounting platform, realize different train passages in different overhead straddle-type monorail tracks.The invention adopt another scheme that providing a kind of overhead translation orbit changing method of straddle-type monorail track.The present invention has the advantages that simple structure and stabilization, functions reliably and efficiently.
Description
Technical field
The present invention relates to a kind of track vehicle, the overhead translation of more particularly to a kind of straddle-type monorail track becomes rail dress
Put, method and track.
Background technology
In face of city environmental pollution and traffic jam issue that Global Urbanization brings, people seek the city of convenient environment friendly
Traffic system, general car at a high speed, it is convenient, fast, but after city vehicle develops into certain amount, the friendship that a large amount of automobile belts come
Logical congestion, tail gas pollution, dust pollution, traffic accident problem are just increasingly protruded.Subway transportation and rail have been developed in various regions simultaneously
Road traffic, both cost is high, long in time limit, difficulty of construction is big outstanding problems this kind of.
A kind of existing vehicles are straddle-type monorail train system, and the Rail Transit System uses driven by power, single
Track girder overhead support, compartment straddle seat is on the track girder.This vehicles are that one kind can be good at solving city neutralization
One of method of the current problem of the traffic of intercity.The advantage of the track vehicle is included：Cost is about five points of subway
One of, the construction period is about 1/3rd of subway；Climbing capacity is strong, and radius of turn is small, with stronger landform adaptability；
Noise is low, can be passed through from architecture ensemble；Landscape is good, can preferably adapt to urban ecological environment.So being during one kind is implemented
Small transport power city and it is intercity between track traffic preferred scheme.
But because the train straddle seat of the track vehicle is on the overhead monorail beam, i.e. the bottom of the railway car is left
Right both sides cover fractional orbital beam, so greatly hinder the change rail ability of train, particularly, when train is needed from one
When track operation transforms to another track operation, its difficulty implemented will be greatly increased, if train can not be implemented flexibly
It is efficient to become rail, the operation ability and efficiency of operation of the track vehicle that will be limited significantly, also increased simultaneously to track,
Station and transfer stop design and construction difficulty, and the same station merged in two or more pieces circuit, passenger cannot be at the station
Identical platform is changed to, while also increasing construction and maintenance cost.
At present, domestic single track rail changing device can be divided into joint type rail changing device by structure type and joint flexible type becomes rail
Two kinds of device, the former becomes, and rail time-varying beam-and-rail formation broken line is linear, and the latter can make change beam-and-rail approximate continuous curve song when becoming rail
Line is linear, therefore the rwo method build is huge, complex structure and operational control difficulty are big, thus is difficult to implement on scaoffold
Switch tracks operation.
The operation ability and efficiency of operation of this track vehicle, the convenience of seating and reduction in order to better improve
Build and maintenance cost, and reduce the build and complexity of track exchanging device, to reduce floor space.
Therefore people urgently need the overhead change of a kind of simple structure and stabilization, straddle-type monorail track functions reliably and efficiently
Rail device.
The content of the invention
The present invention provides a kind of simple structure and stabilization, the overhead translation of straddle-type monorail track functions reliably and efficiently becomes rail
Device, method and track.
In order to realize the purpose of the present invention, the present invention provide a kind of straddle-type monorail track overhead translation rail changing device and
Track includes that walking track girder, cross track beam block, first become beam-and-rail block, the second change beam-and-rail block, Bian Gui executing agencies, change rail lock
Determine mechanism, signal lamp, support column and the mounting platform being fixed at the top of support column.
One end of cross track beam block one end corresponding with walking track girder is fixed, and bottom and mounting platform are fixed,
The profile of the cross track beam block is that the wedge at the top of excision is block；
There are two vertical sides, in the vertical top surface of cross track beam block and two sides one in cross track beam block both sides
Individual composition is a docking face, and another composition in the vertical top surface of cross track beam block and two sides is another docking
Face, the two docking faces can carry out laminating docking in docking face corresponding with the first change beam-and-rail block and the second change beam-and-rail block respectively；
Cross track beam block adds reinforced concrete structure or all-metal construction for metal framework, is warned for the ease of recognizing and rising
It is shown as using, the cross track beam block scribbles the color paint different from walking track girder, the painting color is a kind of warning color
Or staggeredly combining for multiple warning color.
The Bian Gui executing agencies are made up of change rail driver element, chute and chassis, and chute is made up of metal material, chute
In mounting platform, the quantity of chute is 2-12 bars, and the quantity of chassis is consistent with the quantity of chute, and pallet bottom is provided with
Metal wheel, metal wheel is embedded in chute, is exactly further, and metal wheel can the horizontal direction displacement in chute, but nothing
Method is fixed, becomes rail driver element and be placed at vertical direction displacement, chassis top and the first change beam-and-rail block and the second change beam-and-rail block
On the mounting platform of chute outer rim one end, become rail driver element and changed using the force method of hydraulic pressure or electric power gear ＆ rack structure
Become the position of chassis；
The change rail instruction that Bian Gui executing agencies perform central office is implemented to become rail operation, and Bian Gui executing agencies are to central office
Feedback becomes rail and performs state and become rail implementing result.
The first change beam-and-rail block and the second change beam-and-rail block are individually positioned in cross track beam block both sides, and bottom is fixed on platform
Che Shang, first becomes beam-and-rail block and second becomes beam-and-rail block in the presence of Bian Gui executing agencies, can carry out level with chute direction
Displacement；
First become beam-and-rail block and second become beam-and-rail block structure the overhead straddle-type monorail Track desigh into similar to
During " bifurcation " shape structure, arc line shaped track girder block is, is similar to " fore-telling " shape structure in the overhead straddle-type monorail Track desigh
When, one is linear path beam block, and another is arc line shaped track girder block；
Hung down by one or more straight line vertical planes and camber line in the docking face at the first change beam-and-rail block and the second change beam-and-rail block two ends
Face directly and combine, by the docking face at two ends can respectively with cross track beam block and its corresponding walking track girder docking,
By these irregular docking faces, can by train by camber line deformation beam-and-rail block when the centrifugal force that produces be effectively transferred to
At cross track beam block and walking track girder, in the presence of Bian Gui executing agencies, have and only one of which become beam-and-rail block can be with
Cross track beam block docking, now, another becomes beam-and-rail block and cross track beam block is in released state；
First change beam-and-rail block and the second change beam-and-rail block add reinforced concrete structure or all-metal construction into metal framework；In order to
It is easy to recognize and serves as warning, the first change beam-and-rail block and the second change beam-and-rail block scribbles the color painting for being different from walking track girder
Material, the painting color is a kind of warning color or staggeredly combining for multiple warning color.
Described to become one end that rail locking mechanism is arranged on cross track beam block and walking track girder block, becoming rail locking mechanism has
1-15 extended or recovery operation metal tongue, is provided with matching in the first change beam-and-rail block and the second change beam-and-rail block corresponding position
Shrinkage pool, become rail locking mechanism and implement stretching out or receive to metal tongue using the force method of hydraulic pressure or electric power gear ＆ rack structure
Operation is returned, the lock function of position, prevents during for realizing becoming beam-and-rail block or the second change beam-and-rail block to first in docking state
Because carry, vibrations or other factors caused by change in location, and can improve become beam-and-rail block bearing capacity and whole track it is firm
Degree, it is ensured that train passes through with security and stability at the change rail track.
The mounting platform is fixed on the top of support column, and the quantity of the support column for fixedly mounting platform is 3-15
Individual, mounting platform lower section is placed with buttress brace, and the two ends of buttress brace can connect with support column, be also used for other buttress braces
Connection, buttress brace block occurs especially in the corresponding mounting platform lower section of train walking track circuit, to improve mounting platform and rail
The bearing capacity in road, and improve the integral rigidity of mounting platform and support column.
The signal lamp comes truck position by central office control, the train for being individually positioned in walking track girder outer, in order to
Ensure there can be enough warning functions to the driver of train, signal lamp is individually positioned in apart from cross track beam block 10-150
Rice place walking track girder on, when Bian Gui executing agencies implement change rail end of operation after and track meet train track route when,
The traffic light system of the sensing train direction to the car is " green light ", is otherwise shown as " red light ".
The overhead fan-shaped axle that another scheme of the invention is to provide a kind of straddle-type monorail track moves orbit changing method, and it is wrapped
Include the following steps：
Under the control of central office, signal lamp all shows " red light " to S01；
The change rail instruction that S02 Bian Gui executing agencies perform central office is implemented to become rail operation；
S03 becomes the releasing of rail locking mechanism to becoming the current location lock operation of beam-and-rail block；
S04 Bian Gui executing agencies change the first position for becoming beam-and-rail block and the second change beam-and-rail block, until first becomes beam-and-rail block
Become beam-and-rail block with second to change to rail requirement position is become from current location, now, have and only one piece becomes beam-and-rail block and cross rail
Road beam block and the corresponding walking track girder docking of the change beam-and-rail block；
S05 becomes the implementation of rail locking mechanism to becoming the current location lock operation of beam-and-rail block；
The information of the change rail end of operation that S06 Bian Gui executing agencies feed back to central office；
Under the control of S07 central offices, the traffic light system for making the train direction to the car for meeting track circuit walking is " green
Lamp ", all displays " red light " of remaining signal lamp；
S08 becomes rail end of operation, and the train for meeting track circuit walking allows to pass through.
By the method, it is possible to achieve the change rail function of the monorail track, under the control of central office, different trains
P Passable is in the different monorail tracks.
Contrast prior art, the invention has the advantages that：
The known straddle-type monorail track train min. turning radius for 45 meters, monorail track body width be 60 lis
Rice, be highly 90 centimetres, the proportion of track mixed mud be 2.4 tons/cubic metre, rail vehicle width be 290 centimetres and train
It is of the invention when using rail changing device in " bifurcation " shape structure in the case that operation both sides minimum safe ensures that distance is 50 centimetres,
The agent structure length of monolithic track girder is about 7 meters, and weight is about 8.5 tons, under " fore-telling " shape structure situation, monolithic track girder
Agent structure length is about 10 meters, and weight is about 12.5 tons, less than the total length that the five section articulated types that prior art is used become beam-and-rail
30 meters of present situations for being about 40 tons with gross weight；
This rail changing device, due to small, simple structure, can facilitate and implement change rail on scaoffold, and current skill
Art becomes rail operation generally to be needed to take larger place, and becomes rail complex operation, is become rail precision and is difficult to control to；
This rail changing device can become beam-and-rail block and second to first and become the implementation axle shifting operation of beam-and-rail block simultaneously, in the equipment of guarantee
Grasped with that, it is necessary to the ultimate range that axle is moved is about 210 centimetres, can complete to become rail in about 15 seconds on the premise of the current safety of track
Make, improve the traffic efficiency of track, so that bigger passenger's carrying capacity is realized, while being also beneficial to improve the essence for becoming rail operation
Exactness；
Become the two ends of beam-and-rail block in this rail changing device using multiple straight line vertical planes or the docking face of camber line vertical plane composition,
On the one hand can be that docking is more accurate, vehicle pass-through is more smooth, on the other hand can cause that the change beam-and-rail block after docking is being faced
The centrifugal force that vehicle pass-through is produced can preferably be distributed to the cross track beam block and walking track being fixed on mounting platform
Liang Shang, improves the stability and reliability of track operation, and extends the service life of track；
Either " bifurcation " shape still " foretells " shape for walking track girder, cross track beam block and change beam-and-rail block in this rail changing device
Under structure situation, train operation track is straight line or camber line track, in the absence of broken line track and the situation of fracture track, becomes rail
Process remarkable fluency, becomes rail and impacts small, improves the comfortableness of passenger's seating, reduces the excess loss of track and train, together
When also improve the service life of integral device；
The orbit changing method of this rail changing device, step is simple, and working specification is easy to implement.
Brief description of the drawings
Fig. 1 is becoming a kind of passage situation structural representation of rail track similar to " bifurcation " shape structure for the present invention.
Fig. 2 is becoming a kind of passage situation structural representation of rail track similar to " fore-telling " shape structure for the present invention.
Fig. 3 A are becoming a kind of passage situation structure schematic top plan view of rail track similar to " bifurcation " shape structure for the present invention.
Fig. 3 B are becoming another passage situation structure schematic top plan view of rail track similar to " bifurcation " shape structure for the present invention.
Fig. 4 A are becoming a kind of passage situation structure schematic top plan view of rail track similar to " fore-telling " shape structure for the present invention.
Fig. 4 B are becoming another passage situation structure schematic top plan view of rail track similar to " fore-telling " shape structure for the present invention.
Fig. 5 becomes rail track translation structure schematic diagram for the present invention.
Fig. 6 A become structural representation of the beam-and-rail block in rail track is become similar to " bifurcation " shape structure for the present invention.
Fig. 6 B become structural representation of the beam-and-rail block in rail track is become similar to " fore-telling " shape structure for the present invention.
Fig. 7 is present invention walking track girder partial schematic diagram.
Fig. 8 is the ground present invention looks up structural representation of mounting platform of the present invention.
Specific implementation method
With reference to the overhead translation rail changing device and track of a kind of Fig. 1 Fig. 2 Fig. 3 A Fig. 3 B Fig. 4 A Fig. 4 straddle-type monorail tracks of B
Become beam-and-rail block 210, second including walking track girder 100, cross track beam block 110, first and become beam-and-rail block 220, change rail execution machine
Structure 230, change rail locking mechanism 240, signal lamp 140, support column 120 and the mounting platform 130 being fixed at the top of support column.
Two embodiments of the invention are respectively overhead straddle-type monorail and become rail Track desigh into similar to " bifurcation " shape structure
(with reference to Fig. 1 Fig. 3 A Fig. 3 B) and overhead straddle-type monorail become rail Track desigh (to scheme with reference to Fig. 2 Fig. 4 A similar to " fore-telling " shape structure
4B)。
One end of cross track beam block 110 and the corresponding one end of walking track girder 100 are fixed with reference to described in Fig. 6 A Fig. 6 B, bottom
Portion and mounting platform 130 are fixed, and the profile of the cross track beam block 110 is the wedge bulk at the top of excision；
There are two vertical sides, the vertical top surface of cross track beam block 110 and two sides in the both sides of cross track beam block 110
In a composition be a docking face, another composition in the vertical top surface of cross track beam block 110 and two sides is
Another docking face, the two docking faces can become beam-and-rail block 210 and second with first and become the corresponding docking of beam-and-rail block 220 respectively
Face carries out laminating docking；
Cross track beam block 110 adds reinforced concrete structure or all-metal construction for metal framework, for the ease of identification simultaneously
Serve as warning, the cross track beam block 110 scribbles the color paint different from walking track girder, the painting color is a kind of alert
Show color or staggeredly combining for multiple warning color.
Bian Gui executing agencies 230 described in reference diagram 7 are made up of change rail driver element 231, chute 232 and chassis 234, chute
232 are made up of metal material, and chute 232 is arranged in mounting platform, and the quantity of chute 232 is 2-12 bars, the quantity of chassis 234
Quantity with chute 232 is consistent, and the bottom of chassis 234 is provided with metal wheel 235, and metal wheel 235 is embedded in chute 232, enters one
Saying for step be exactly, metal wheel 235 can the horizontal direction displacement in chute 232, but cannot be in vertical direction displacement, chassis 234
Top and the first change beam-and-rail block 210 and the second change beam-and-rail block 220 are fixed, and become rail driver element 231 and are placed on the outer rim one of chute 232
On the mounting platform at end, become rail driver element 231 and change chassis using the force method of hydraulic pressure or electric power gear ＆ rack structure
234 position；
The change rail instruction that Bian Gui executing agencies 230 perform central office is implemented to become rail operation, and Bian Gui executing agencies 230 are in
Centre computer room feedback becomes rail and performs state and become rail implementing result.
First change beam-and-rail block 210 described in reference diagram 5 and the second change beam-and-rail block 220 are individually positioned in cross track beam block 110
Both sides, bottom is fixed on chassis 234, and first becomes beam-and-rail block 210 and second becomes beam-and-rail block 220 in Bian Gui executing agencies 230
Under effect, horizontal displacement can be carried out with the direction of chute 232；
First structure for becoming the change beam-and-rail block 220 of beam-and-rail block 210 and second is class in the overhead straddle-type monorail Track desigh
When being similar to " bifurcation " shape structure, arc line shaped track girder block is, is similar to " fore-telling " shape knot in the overhead straddle-type monorail Track desigh
During structure, one is linear path beam block, and another is arc line shaped track girder block；
First become beam-and-rail block 210 and second become the docking face at the two ends of beam-and-rail block 220 by one or more straight line vertical planes and
Camber line vertical plane is combined, by the docking face at two ends can respectively with cross track beam block 110 and its corresponding walking rail
Road beam docking, by these irregular docking faces, can by train by camber line deformation beam-and-rail block when the centrifugal force that produces have
Effect ground be transferred to cross track beam block 110 and track girder of walking at, in the presence of Bian Gui executing agencies 230, have and only one
Individual change beam-and-rail block can be with the docking of cross track beam block 110, and now, another becomes beam-and-rail block and cross track beam block is in and separates
State；
First change beam-and-rail block 210 and the second change beam-and-rail block 220 add reinforced concrete structure or all-metal knot into metal framework
Structure；For the ease of recognizing and serve as warning, the first change beam-and-rail block 210 and the second change beam-and-rail block 220 are scribbled different from walking rail
The color paint of road beam, the painting color is a kind of warning color or staggeredly combining for multiple warning color.
Become rail locking mechanism 240 with reference to described in Fig. 5 Fig. 6 A Fig. 6 B Fig. 7 and be arranged on cross track beam block 110 and walking track
One end of beam block, becoming rail locking mechanism 240 has 1-15 extended or recovery operation metal tongue 241, and beam-and-rail block is become first
210 and the corresponding position of the second change beam-and-rail block 220 be provided with matching shrinkage pool 242, become rail locking mechanism 240 and use hydraulic pressure or electric power
The force method of gear ＆ rack structure implements stretching out or recovery operation to metal tongue 241, for realizing becoming beam-and-rail block to first
210 or second position when becoming beam-and-rail block 220 in docking state lock function, prevent because carrying, vibrations or other factors are made
Into change in location, and can improve become beam-and-rail block bearing capacity and whole track rigidity, it is ensured that train is in the change rail track
Place passes through with security and stability.
Mounting platform described in reference diagram 8 130 is fixed on the top of support column, the support column for fixedly mounting platform 130
Quantity be 3-15, the lower section of mounting platform 130 is placed with buttress brace 131, and the two ends of buttress brace 131 can connect with support column
Connect, be also used for the connection to other buttress braces 131,131 pieces of buttress brace occurs especially in the corresponding peace of train walking track circuit
Assembling platform lower section, to improve the bearing capacity of mounting platform and track, and improves the integral rigidity of mounting platform and support column.
The signal lamp 140 is come truck position, is by central office control, the train for being individually positioned in walking track girder outer
Ensure there can be enough warning functions to the driver of train, signal lamp 140 is individually positioned in apart from cross track beam block
On walking track girder at 10-150 meters, when Bian Gui executing agencies 230 implement become rail end of operation after and track meets train row
When walking route, the traffic light system of the sensing train direction to the car is " green light ", is otherwise shown as " red light ".
Another scheme of the invention is to provide a kind of translation orbit changing method of straddle-type monorail track, and it includes following step
Suddenly：
Under the control of central office, signal lamp 140 all shows " red light " to S01；
The change rail instruction that S02 Bian Gui executing agencies 230 perform central office is implemented to become rail operation；
S03 change rails locking mechanism 240 releases the current location lock operation to becoming beam-and-rail block；
S04 Bian Gui executing agencies 230 change first and become the position that beam-and-rail block 210 and second becomes beam-and-rail block 220, until first
Become beam-and-rail block 210 and second and become beam-and-rail block 220 from current location change to rail requirement position is become, now, have and only one piece change
Beam-and-rail block and cross track beam block 110 and the corresponding walking track girder docking of the change beam-and-rail block, another becomes beam-and-rail block and intersection
Track girder block 110 is in released state；
S05 change rails locking mechanism 240 implements the current location lock operation to becoming beam-and-rail block；
The information of the change rail end of operation that S06 Bian Gui executing agencies 230 feed back to central office；
Under the control of S07 central offices, it is shown as the signal lamp 140 of the train direction to the car for meeting track circuit walking
" green light ", all displays " red light " of remaining signal lamp；
S08 becomes rail end of operation, and the train for meeting track circuit walking allows to pass through.
By the method, under the control of central office, different train P Passables are in track girder 100 of walking, friendship
Fork track girder block 110, first becomes the track that beam-and-rail block 210 and walking track girder 101 are formed by connecting, it is also possible to travel with row
Walk track girder 100, cross track beam block 110, first and become the track that beam-and-rail block 220 and walking track girder 102 are formed by connecting.
The various embodiments that the present invention is provided can be mutually combined in any way as needed, combine what is obtained by this
Technical scheme, it is also within the scope of the invention.Without departing from the spirit and scope of the present invention, those skilled in the art
Various changes and modification can be carried out to the present invention, will in right of the invention if being to these changes of the invention and modification
Ask and its equivalent within the scope of, then the present invention also will comprising these change and modification.
Claims (9)
1. the overhead translation rail changing device of a kind of straddle-type monorail track, it is characterised in that including walking track girder, cross track
Beam block, first become beam-and-rail block, the second change beam-and-rail block, Bian Gui executing agencies, change rail locking mechanism, signal lamp, support column and fixation
Mounting platform at the top of support column.
2. rail changing device according to claim 1, it is characterised in that one end of the cross track beam block and walking track
The corresponding one end of beam is fixed, and bottom and mounting platform are fixed, and the profile of the cross track beam block is the wedge bulk at the top of excision；
There are two vertical sides cross track beam block both sides, a group in the vertical top surface of cross track beam block and two sides
As a docking face, another composition in the vertical top surface of cross track beam block and two sides is another docking face,
The two docking faces can carry out laminating docking in docking face corresponding with the first change beam-and-rail block and the second change beam-and-rail block respectively；
Cross track beam block adds reinforced concrete structure or all-metal construction, cross track beam block to scribble and be different from for metal framework
The color paint of walking track girder, the painting color is a kind of warning color or staggeredly combining for multiple warning color.
3. rail changing device according to claim 1, it is characterised in that the Bian Gui executing agencies by change rail driver element,
Chute and chassis are constituted, and chute is made up of metal material, and chute is arranged in mounting platform, and the quantity of chute is 2-12 bars, platform
The quantity of car is consistent with the quantity of chute, and pallet bottom is provided with metal wheel, and metal wheel is embedded in chute, chassis top and the
One change beam-and-rail block and the second change beam-and-rail block are fixed, and are become rail driver element and are placed on the mounting platform of chute outer rim one end, become rail
Driver element changes the position of chassis using the force method of hydraulic pressure or electric power gear ＆ rack structure.
4. rail changing device according to claim 1, it is characterised in that described first becomes beam-and-rail block and second becomes beam-and-rail block point
Cross track beam block both sides are not placed on, bottom is fixed on chassis, the first change beam-and-rail block and the second change beam-and-rail block are held in change rail
In the presence of row mechanism, horizontal displacement can be carried out with chute direction；
First becomes the structure of beam-and-rail block and the second change beam-and-rail block in the overhead straddle-type monorail Track desigh into similar to " bifurcation " shape
During structure, arc line shaped track girder block is, when the overhead straddle-type monorail Track desigh is similar to " fore-telling " shape structure, one
It is linear path beam block, another is arc line shaped track girder block；
First becomes beam-and-rail block and second becomes the docking face at beam-and-rail block two ends by one or more straight line vertical planes and camber line vertical plane
Combine, by the docking face at two ends can respectively with cross track beam block and its corresponding walking track girder docking, becoming
In the presence of rail executing agency, have and only one of which change beam-and-rail block can be with cross track beam block docking, another becomes beam-and-rail block
Released state is in cross track beam block；
First change beam-and-rail block and the second change beam-and-rail block add reinforced concrete structure or all-metal construction into metal framework；
First change beam-and-rail block and the second change beam-and-rail block scribble the color paint different from walking track girder, and the painting color is one kind
Warning color or staggeredly combining for multiple warning color.
5. rail changing device according to claim 1, it is characterised in that the change rail locking mechanism is arranged on cross track beam
One end of block and walking track girder block, becoming rail locking mechanism has 1-15 extended or recovery operation metal tongue, becomes first
Beam-and-rail block and the second change beam-and-rail block corresponding position are provided with matching shrinkage pool, become rail locking mechanism and use hydraulic pressure or electric power gear teeth
The force method of bar structure implements stretching out or recovery operation to metal tongue.
6. rail changing device according to claim 1, it is characterised in that the mounting platform is fixed on the top of support column,
The quantity of the support column for fixedly mounting platform is 3-15, and mounting platform lower section is placed with buttress brace, the two ends of buttress brace
Can be connected with support column, be also used for the connection to other buttress braces, buttress brace block is placed on train walking track circuit correspondence
Mounting platform lower section.
7. rail changing device according to claim 1, it is characterised in that the signal lamp is individually positioned in outside walking track girder
The train on edge comes truck position, and signal lamp is individually positioned on the walking track girder at 10-150 meters of cross track beam block, when
After Bian Gui executing agencies implementation change rail end of operation and when track meets train track route, the letter of the sensing train direction to the car
Signal lamp is shown as " green light ", is otherwise shown as " red light ".
8. a kind of track, the track include walking track girder, cross track beam block, first become beam-and-rail block, second become beam-and-rail block,
Bian Gui executing agencies, change rail locking mechanism, signal lamp, support column and the mounting platform being fixed at the top of support column, its feature exist
In the track also includes that right wants the overhead translation rail changing device described in 1-7 any one.
9. the overhead translation orbit changing method of a kind of straddle-type monorail track, it comprises the following steps：
Under the control of central office, signal lamp all shows " red light " to S01；
The change rail instruction that S02 Bian Gui executing agencies perform central office is implemented to become rail operation；
S03 becomes the releasing of rail locking mechanism to becoming the current location lock operation of beam-and-rail block；
S04 Bian Gui executing agencies change first and become beam-and-rail block and second and become the position of beam-and-rail block, until first becomes beam-and-rail block and the
Two become beam-and-rail block changes to rail requirement position is become from current location, now, has and only one piece becomes beam-and-rail block and cross track beam
Block and the corresponding walking track girder docking of the change beam-and-rail block, another becomes beam-and-rail block and cross track beam block is in released state；
S05 becomes the implementation of rail locking mechanism to becoming the current location lock operation of beam-and-rail block；
The information of the change rail end of operation that S06 Bian Gui executing agencies feed back to central office；
Under the control of S07 central offices, the traffic light system for making the train direction to the car for meeting track circuit walking is " green light ",
The all displays " red light " of remaining signal lamp；
S08 becomes rail end of operation, and the train for meeting track circuit walking allows to pass through.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201710027450.3A CN106930161A (en) | 2017-01-05 | 2017-01-05 | The overhead translation rail changing device of straddle-type monorail track, method and track |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710027450.3A CN106930161A (en) | 2017-01-05 | 2017-01-05 | The overhead translation rail changing device of straddle-type monorail track, method and track |
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| CN106930161A true CN106930161A (en) | 2017-07-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710027450.3A Pending CN106930161A (en) | 2017-01-05 | 2017-01-05 | The overhead translation rail changing device of straddle-type monorail track, method and track |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107826655A (en) * | 2017-11-30 | 2018-03-23 | 华东交通大学 | A kind of self-propelled monorail conveyer rail changing device of hilly and mountainous land |
| CN107878501A (en) * | 2017-09-30 | 2018-04-06 | 王海涛 | Track conversion equipment for suspension type intelligent three-dimensional Rail Transit System |
| CN108501981A (en) * | 2018-05-07 | 2018-09-07 | 福建省云宇机电有限公司 | The single track carrying implement of rail-variable |
| CN109335533A (en) * | 2018-09-28 | 2019-02-15 | 江苏六维智能物流装备股份有限公司 | A kind of real-time avoiding device of track |
| KR101941470B1 (en) * | 2018-08-27 | 2019-04-12 | 주식회사 에이엠티 | Switching divice for monorail |
| CN112301809A (en) * | 2019-07-26 | 2021-02-02 | 比亚迪股份有限公司 | Single-track switch, single-track with single-track switch and track traffic system |
| CN114775338A (en) * | 2022-06-21 | 2022-07-22 | 秦皇岛市山海关工务器材有限公司 | Turnout device for temporary turning of railway |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107878501A (en) * | 2017-09-30 | 2018-04-06 | 王海涛 | Track conversion equipment for suspension type intelligent three-dimensional Rail Transit System |
| CN107826655A (en) * | 2017-11-30 | 2018-03-23 | 华东交通大学 | A kind of self-propelled monorail conveyer rail changing device of hilly and mountainous land |
| CN107826655B (en) * | 2017-11-30 | 2023-11-03 | 华东交通大学 | Hilly mountain area self-propelled monorail transport machine becomes rail device |
| CN108501981A (en) * | 2018-05-07 | 2018-09-07 | 福建省云宇机电有限公司 | The single track carrying implement of rail-variable |
| CN108501981B (en) * | 2018-05-07 | 2023-09-01 | 福建省云宇机电有限公司 | Single track carrier capable of changing track |
| KR101941470B1 (en) * | 2018-08-27 | 2019-04-12 | 주식회사 에이엠티 | Switching divice for monorail |
| CN109335533A (en) * | 2018-09-28 | 2019-02-15 | 江苏六维智能物流装备股份有限公司 | A kind of real-time avoiding device of track |
| CN109335533B (en) * | 2018-09-28 | 2020-08-18 | 江苏六维智能物流装备股份有限公司 | Real-time avoiding device for track |
| CN112301809A (en) * | 2019-07-26 | 2021-02-02 | 比亚迪股份有限公司 | Single-track switch, single-track with single-track switch and track traffic system |
| CN114775338A (en) * | 2022-06-21 | 2022-07-22 | 秦皇岛市山海关工务器材有限公司 | Turnout device for temporary turning of railway |
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Application publication date: 20170707 |