CN106080612A - Empty ferrum device and empty ferrum traffic and transportation system - Google Patents

Empty ferrum device and empty ferrum traffic and transportation system Download PDF

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Publication number
CN106080612A
CN106080612A CN201610595590.6A CN201610595590A CN106080612A CN 106080612 A CN106080612 A CN 106080612A CN 201610595590 A CN201610595590 A CN 201610595590A CN 106080612 A CN106080612 A CN 106080612A
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wheel
track
vehicle body
empty
walking vehicle
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司洪亮
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Individual
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Priority to CN201610595590.6A priority Critical patent/CN106080612A/en
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B61RAILWAYS
    • B61BRAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
    • B61B3/00Elevated railway systems with suspended vehicles

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  • Transportation (AREA)
  • Mechanical Engineering (AREA)
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Abstract

The invention discloses a kind of empty ferrum device and empty ferrum traffic and transportation system, constructed empty ferrum device, carrying based on Load-bearing rail, rather than hanging, it is not easy to come off, maintainable relatively good, and structure based on relatively large span, i.e. bearing body can have bigger handling capacity of passengers.Simultaneously as belong to air traffic, smaller to ground traffic impact.

Description

Empty ferrum device and empty ferrum traffic and transportation system
Technical field
The present invention relates to a kind of empty ferrum device based on elevated structure, and apply the transportation system of this sky ferrum device System.
Background technology
At present, in addition to a few cities has subway or light rail, the traffic of most cities based on traffic above-ground, traffic Instrument, based on automobile, is short of three-dimensional, multiformity, environment-friendly type, superhuge urban transportation vehicle, not people and thing As the main body of participation traffic, but this for automobile vehicle as the main body of urban transportation, make the growth of automobile quantity Being difficult to control to, in recent years, the extension of means of transportation does not catches up with the speed that automobile quantity increases.The increase of automobile quantity, makes traffic Blocking up and be on the rise, the traffic peak period is particularly acute, and has both wasted the travel time of people, again the performance of restricting vehicle, Major part automobile uses fuel engines, increases the noise pollution to environment and tail gas pollution, also consumes mass energy simultaneously.
Although subway need not take too many ground space, but its difficulty of construction is bigger, especially in mountainous region. Light rail elevated structure despite the use of, takies ground space to reduce, but the overhead narrow body knot belonging to adaptive light rail of light rail Structure, by its elevated structure support section stop (mainly pier stud), walk upwards at light rail, elevated structure throwing on the ground Shadow part covering part in other words can no longer act as traffic aisle, and its essence can only realize solid in overhead scope and pass through, But essence does not improves transport capacity.
Chinese patent literature CN201941771U proposes a kind of urban road transport system (the most three-dimensional usual fast bar), It includes across the carrying cart of both sides, road track and the surface-based rail that coordinates with carrying cart;Carrying cart is Large Copacity Electric motor coach, carrying cart includes being positioned at compartment aerial above road track and being positioned at the support of the car bottom left and right sides, Frame lower end is provided with in rail the wheel of walking, and pedestal lower end is additionally provided with braking and shock mitigation system, and rail is positioned at road track two Side.Based on this structure, on the one hand himself there is the biggest carrying capacity such that it is able to effectively solve Current traffic pressure big Problem, and it takies mainly rail portion to road, is not take up road surface.
Such as http://news.cheshi.com/shenzhen/201008/246488.shtml, is above-mentioned patent literary composition Offer a kind of implementation of CN201941771U, had been provided with realizing prospect.But it inevitably produces problems with, First it is the sight line occlusion issue to the vehicle run below this urban road transport system, although its side has porthole, But track, vehicle frame form bigger blocking to side, and vehicle may produce accident when lane change.For upper strata, especially can Block the space of front upper place, have influence on the identification to traffic signal of the following vehicle.Additionally, people are to suddenly appearing in top There is the feared state of mind in shelter, traffic conventional after all is different from track traffic, blocks up inevitable, urban road transport system Based on track traffic, run and do not affected by traffic congestion, thus when it advances, car surmounting from back to front can be made Become human pilot because of panic, vehicle accident may occur.
Additionally, under the conditions of the highway communication of reality, the randomness that the vehicles, such as automobile travel on road compares Greatly, such as automobile lane change, the situation such as line ball travels, turns, tune, the existence of three-dimensional fast bar is very easy to produce vehicle accident.
Chinese patent literature CN201825040U discloses a kind of urban air track passenger train, belongs to the upper strata of track traffic Change, by being built gantry structure support by two support bars and crossbeam, lay guide rail with crossbeam for the strong point.Crossbeam belongs to support Beam, the part for supporting track is positioned at the middle part of crossbeam, can produce the biggest torsion and cut, i.e. the support of gantry structure supports energy Power can be very restricted, thus affects the carrying capacity of trolley coach, and the span of crossbeam is unsuitable excessive, the road surface being suitable for Narrow.
Chinese patent literature CN102454141A discloses a kind of comprehensive function high-efficiency environment friendly and mixes steel three-dimensional road, its Being substantially to build viaduct, road surface car passing on viaduct, lower road surface hanging rail, lower section is then prevailing roadway, this knot Structure achieves multilevel traffic, but lower road surface hanging rail is realisation poor, is that hanging rail is typically only used for underloading fortune Defeated, bearing capacity is limited, and easily comes off, and risk is bigger.
Summary of the invention
In view of this, it is an object of the invention under conditions of being not take up or taking existing road surface less, it is provided that a kind of The empty ferrum device that transport capacity is strong, present invention also offers a kind of empty ferrum traffic and transportation system.
According to the first aspect of the invention, a kind of empty ferrum device, including:
Track load carrier, lays along trend of road, and each track load carrier is included on road width direction opposed Column, is provided with support mounting structure at column top;
Support beam, forms two files and is laid on the support mounting structure of corresponding side, forms Left-side support beam and Right side support Beam;
Load-bearing rail, is arranged on and forms left rail and right rail on Left-side support beam and Right side support beam;
Walking vehicle body, this walking vehicle body vehicle frame left and right sides is provided with wheel track wheel, and is supported on the Load-bearing rail of corresponding side;And
Bearing body, is installed on described walking vehicle body, for carrying.
Above-mentioned empty ferrum device, alternatively, described Load-bearing rail includes:
Supporting track, the upper surface of this supporting track is weight-bearing surface;
Guide rails, is perpendicular to the orbital plane of supporting track, and digs vertically upward in the outside of supporting track;
Correspondingly, described wheel track wheel includes that the operation wheel operating on supporting track and axis are parallel to guide rails and operate in Directive wheel in guide rails.
Alternatively, the directive wheel in described wheel track wheel includes each one group of directive wheel being positioned at walking vehicle body front and back end;And institute State operation wheel then to include:
Front-wheel, is positioned at the rear side of the directive wheel of front portion;
Trailing wheel, is positioned at the front side of the directive wheel at rear portion;And
BOGEY WHEEL, is laid between front-wheel and trailing wheel uniformly;
Wherein, front-wheel and/or trailing wheel are the driving wheel of walking vehicle body.
Alternatively, described walking vehicle body is provided with four groups for the hanging of described bearing body being locked on the downside of walking vehicle body Hang padlock system, and on walking vehicle body, be provided with stand-by power supply, with when the power outage of moving trolley running body system, will carry Car body transfers to ground by the described padlock system that hangs.
Alternatively, described hanging lock system hoist engine, the rope stretching of this hoist engine is used for hanging described bearing body;
Hang padlock system and also include that bearing body promotes the locking mechanism after putting in place, and this locking mechanism is arranged on described moving trolley On body, so that the load of bearing body is married again on walking vehicle body.
Alternatively, the opposed distance between column be set by the half-amplitude duration in track that is placed in.
According to another aspect of the present invention, the empty ferrum of the empty ferrum device as described in terms of a kind of application such as present invention first Traffic and transportation system, on selected road, is laid with track load carrier, and each track load carrier bag along trend of road Include column opposed on road width direction, be provided with support mounting structure at column top;
Described empty ferrum traffic and transportation system also includes:
Support beam, forms two files and is laid on the support mounting structure of corresponding side, forms Left-side support beam and Right side support Beam;
Load-bearing rail, is arranged on and forms left rail and right rail on Left-side support beam and Right side support beam;
Walking vehicle body, this walking vehicle body vehicle frame left and right sides is provided with wheel track wheel, and is supported on the Load-bearing rail of corresponding side;
Bearing body, is installed on described walking vehicle body, for carrying;
Waiting room, position given on selected road is arranged, and this waiting room is overhead below Load-bearing rail;And
Elevator, for the passenger vehicle of waiting room Yu ground.
Above-mentioned empty ferrum traffic and transportation system, alternatively, arranges described empty ferrum device in major urban arterial highway, forms empty ferrum traffic Net, and the roundabout of passenger transference, and suitable waiting room it is provided in the crossroad of the empty ferrum network of communication lines.
Alternatively, the intersection sky ferrum device that the crossroad of the empty ferrum network of communication lines is formed based on described roundabout is that layering sets Put, thus Transfer System based on roundabout is three-dimensional Transfer System.
Alternatively, the given node at the empty ferrum network of communication lines is provided for the tune of walking vehicle body tune in sky ferrum device and turns Dish.
The foundation present invention, constructed empty ferrum device, carrying based on Load-bearing rail rather than hanging, it is not easy to come off, Maintainability is relatively good, and structure based on relatively large span, i.e. bearing body can have bigger handling capacity of passengers.With Time, owing to belonging to air traffic, smaller to ground traffic impact.
Accompanying drawing explanation
Fig. 1 is a kind of empty ferrum device cross-sectional structural representation of use state in traffic and transportation system according to the present invention Figure.
Fig. 2 is a kind of empty ferrum device use state plan structure schematic diagram in traffic and transportation system.
Fig. 3 is the perspective view that a kind of empty ferrum device uses in traffic and transportation system.
Fig. 4 is a kind of empty ferrum device traffic and transportation system schematic diagram.
Fig. 5 is a kind of empty ferrum network of communication lines schematic diagram.
In figure: the most horizontal Load-bearing rail, 2. indulge Load-bearing rail, 3. hang padlock system, 4. walking vehicle body, 5. load-bearing car body, 6. Track load carrier, 7. vertical lift, 8. waiting room, 9. after directive wheel, 10. trailing wheel, 11. vibration absorbers, 12. BOGEY WHEELs, 13. Front-wheel, 14. front jockey wheels, 15. inclined ladders, 16. overhead passage ways, 17. roundabouts, 18. hoist engines, 19. air conditioning systems, 20. is standby Power supply, 21. hydraulic brakings, 22. motors, 23. center lines, 24. tune rotating disks, 25. outer rings, 26. transportation networks, 27. Terminal.
Detailed description of the invention
According to general understanding, road width direction is the horizontal of road, and the most common jaywalks, indication i.e. with Referential on the basis of this.Trend of road is the longitudinal direction of road.Should be appreciated that about longitudinal direction be not three-dimensional straight line side To, but direction of taking advantage of a situation based on trend of road.
About inside and outside, based on road it is generally understood that be interior to road-center direction, on the contrary it is outward.
Seeing Figure of description 1-3, referring initially to operation part therein, i.e. empty ferrum device part, this part also comprises part Determine thing (being fixed on the irremovable thing having separate utility to be worth in soil), for standard null ferrum device configuration tie Structure.
Limited by background section, especially come down in a continuous line with CN201941771U, based on expanded letter car body, following Walking vehicle body 4 at least crosses over two runways, but not necessarily covers half range or view picture road surface (unidirectional road).
Based on this, described empty ferrum device includes:
Track load carrier 6, as illustrated in fig. 1 and 2, visible in figure, track load carrier 6 mainly pillarwork, along give Trend of road (in other words longitudinally) is laid, and forms two files, as shown in fig. 1, has three lanes between two files, have enough across Height, the signal lights on the upside of Fig. 1 is positioned at the downside of roundabout 17, thus its properly functioning following track vehicle that do not interferes with is to letter The recognition of signal lamp.It is said that in general, track load carrier 6 is when being not related to roundabout 17, it highly can setting according to signal lights Degree of setting high is configured, if relate to roundabout 17, what the minimum altitude of the 17 of roundabout referred to signal lights arranges height Degree.
Additionally, due to signal lights not only includes the signal lights of side, also include the signal lights of side coil, thus, example Such as roundabout 17, its minimum altitude can be chosen as such as 5 meters, neither affect by property (note that owing to being urban transportation, Thus, the mainly dilly, such as car, offroad vehicle etc. considered by property, commerial vehicle can not be considered, if Consider commerial vehicle, it is seen that in the structure shown in Fig. 1, be additionally provided with other track in vertical Load-bearing rail 2 side), also meet signal The rational height of lamp.
As general configuration, in figure, the bottom surface of bearing body 5 can meet its normal operation higher than 7 meters, bottom surface, and reduces Impact on track vehicle.
Seeing the general configuration of track load carrier 6 again, its architecture is pier stud as previously mentioned, according to being arranged on pier stud Support the enabling capabilities of mounting structure, pier stud spacing is set.I.e. support the span of mounting structure.
The upperseat concept of pier stud is column, and comparatively speaking, pier stud is usually pouring structure, low cost, but floor space is big; Another kind of pillar construction is steel structural upright column, and cost is high, but comparatively speaking, floor space is little, and need not cast in situs, only needs Pile foundation to be put in order, in-site installation, efficiency of construction is high.
Additionally, for steel structural upright column, its maintainability is relatively good.Pier stud is owing to being pouring structure, and what it damaged repaiies Renaturation is poor.
Based on said structure, do not produce across structure, be i.e. not necessarily forming gantry structure, and directly realized laterally by car body Leap, the vehicle frame of car body has enough rigidity, even if the vehicle in use of routine, it is also being laterally to be realized by vehicle frame Support, tire only serves supporting role, thus it is the most little to realize difficulty, and can allow laterally is having bigger width, such as, cross over many Individual track, such as three tracks, total span is at 6 ~ 8 meters, but realizes not difficulty for vehicle frame.
Such as pier stud, it primarily serves supporting role, the support mounting structure of its top or upper end for vertical across structure Setting.
Generally speaking, as illustrated in fig. 1 and 2, the vertical Load-bearing rail 2 in figure and horizontal Load-bearing rail 1(herein be in length and breadth based on Road network limited in length and breadth rather than but a road in length and breadth) be used for represent assembly, including rail portion and load receiving part Point, wherein supporting part is expressed as support beam, for longitudinal crossing.
Specifically, about support beam, prop up on the support mounting structure on pier stud, thus form two files and be laid in On the support mounting structure of corresponding side, form Left-side support beam and Right side support beam;
So rail portion is laid in supporting part, i.e. in support beam, thus forms left rail and right rail, a left side here Right width based on road and determine.
Above-mentioned support beam uses girder steel, and span is unsuitable excessive, and otherwise self flexure can produce getting loose of securing member, for Having good Static stiffness, support beam centre is sagging not can exceed that 10cm, as design primary condition.
Welding Structure can be used about the connection between girder steel, form continuous welded rail track beam, it is contemplated that the shadow expanded with heat and contract with cold Ringing, girder steel support section on such as pier stud can arrange dilatation joint.
It is different from subway or the light rail equipment of the hanging structure of routine, in the present embodiment, uses the support of orbital plane Structure, support beam and track are supported on such as pier stud rather than hang.So method of operation of walking vehicle body 5 is analogous to city The method of operation of ferrum rather than hanging structure.
What walking vehicle body 4 was joined is wheel track wheel, and conventional wheel track wheel has a kind of ad hoc structure, and well known, such wheel track is taken turns Inside edge be flange, cam abutment track inner edge, thus form wheel track spacing on track left and right directions of wheel, and providing The support force turned to etc., relatively simple for structure.
Additionally provide a kind of specific wheel track wheels in the present embodiment, be different from the wheel track wheel construction of routine, specifically side Case configuration is as follows:
First it is the structure setting of Load-bearing rail, is also different from the track of routine, vertical Load-bearing rail 2 in this Load-bearing rail such as Fig. 1, Can show that concrete structure, be shown as L-type in figure, this vertical Load-bearing rail 2 includes:
Supporting track, the upper surface of this supporting track is weight-bearing surface, is equivalent to the horizontal component of L-type structure, and upper surface is to support Face;
Guide rails, is equivalent to the vertical portion in L-type, is perpendicular to the orbital plane of supporting track, and in the outside of supporting track Dig vertically upward.
Correspondingly, described wheel track wheel includes that the operation wheel operating on supporting track and axis are parallel to guide rails and transport Row directive wheel in guide rails, front jockey wheel 14 as shown in Figure 1 and rear directive wheel 9, each pair directive wheel front and back Being supported directly in guide rails, operational reliability is greatly improved.
Comparatively speaking, the position limiting structure that flange is formed is limited by flange height, easily derails.Under high altitude conditions, Once derailing, its consequence is unthinkable.Therefore, the guiding structural formed based on aforesaid directive wheel has well Avoid derailing property.
In figure visible, the vertical portion of L-type structure can be of a relatively high, it is possible to directive wheel is formed good guide function (it is understood that for directive wheel, guiding herein carries certain load in also meaning and has load-bearing effect).
About the carrying part of empty ferrum device, being configured to the bearing body 5 such as Fig. 1, in figure, visible bearing body 5 is set In the downside of walking vehicle body 4, center of gravity is relatively low, thus further increases the stability that car body is advanced.
In terms of improving empty ferrum device stability, further, still relate in the structure configuration to wheel track wheel, preferably Ground, as illustrated in fig. 1 and 2, in figure, the directive wheel in described wheel track wheel includes each one group of guiding being positioned at walking vehicle body 4 front and back end Wheel;The described wheel that runs then includes:
Front-wheel 13, is positioned at the rear side of the directive wheel of front portion;
Trailing wheel 10, is positioned at the front side of the directive wheel at rear portion;And
BOGEY WHEEL 12, is laid between front-wheel 13 and trailing wheel 10 uniformly;
Wherein, front-wheel 13 and/or the driving wheel that trailing wheel 10 is walking vehicle body 4, figure is also equipped with driving the motor 22 of front-wheel 13, if When trailing wheel is also driving wheel, it also it is trailing wheel configuration driven motor.
In certain embodiments, front-wheel 13 and trailing wheel 10 are all driving wheels, are also not intended that all driving wheels of each period It is involved in driving, is configurable to time sharing structure, to use 4 wheel driven under special service condition, under normal operating conditions Use two to drive, such as, can use 4 wheel driven at ramp up.
BOGEY WHEEL 12 is mainly used to load-bearing, is not involved in driving, and because it need not running part, thus is used for playing mainly The carrying of load.
It can further be seen that what walking vehicle body 4 configured is hydraulic braking 21 in figure, braking steadily, is suitable for this kind of large-scale The braking of vehicle.
About bearing body 5, for carrying, as described in Fig. 1 and 2, it uses lower outstanding structure to be installed in walking vehicle body 4 On, on the one hand can effectively reduce center of gravity, be different from general subway.On the other hand space can effectively be saved.
In certain embodiments, the structure being fixedly installed, overall fortune can be used between bearing body 5 and walking vehicle body 4 Row Reliability comparotive is good.
And in further embodiments, in order to overcome in the unexpected power-off of working line, and cause the feelings that passenger cannot evacuate Condition occurs, described walking vehicle body 4 is provided with four groups for the hanging of described bearing body 5 is locked in the hanging on the downside of walking vehicle body 4 Lock system 3, and be provided with stand-by power supply 20 on walking vehicle body 4, during to run the power outage of system at walking vehicle body 4, will hold Carry car body 5 and transfer to ground by the described padlock system 3 that hangs, such that it is able to evacuate passenger.
Hoist engine 18 shown in Fig. 2 has four, is distributed in the relevant position, corner of walking vehicle body 4, is used for lifting by crane carrying Car body 5, when running into line outage, drives hoist engine 18 to transfer bearing body 5 by stand-by power supply 20, to evacuate passenger.
Hanging (hoist engine commonly uses steel wire rope) based on steel wire rope, when walking vehicle body 4 runs, can produce carrying vehicle The swing of body 5, even if under hanging state, steel wire rope is tightened, also there will be the problem rocked, and once wire cable rupture, Falling of bearing body 5 may be produced.
Accordingly, it would be desirable to the position latch-up structure of configuration bearing body 5, position locking includes locking and the left and right of upper-lower position The locking of front and back position, if only considering the latter, then can realize by the way of positive, such as walking vehicle body 4 times Being provided with set, and arrange axle on bearing body 5,4 axle sleeves after being put in place by lifting are cooperatively formed all around on direction Spacing, when formed this spacing after, rocking of bearing body 5 is contained, reduces the damage of steel wire rope, at the bar that guarantee is not rocked Under part, it is also possible to reduce the loss to steel wire rope, it is not easy to lost efficacy.
Yet another approach is directly to marry again, and will load directly marry again on walking vehicle body 4, and a kind of mode is spring catch Automatically screens, arranges the spring catch of 4 levels on walking vehicle body 4, and arranges the pin of four para-positions in the upside of bearing body 5 Hole, promotes after putting in place, and spring catch snaps in pin-and-hole automatically, and the effect of steel wire rope just can be ignored, bearing body 5 and walking vehicle body 4 Between form the connection of rigidity.
Disengaging of spring catch needs artificial disengagement, can arrange such as release-push or relieving mechanism at driver's cabin, Such as pedal, utilizes pedal control line to control the disengagement of spring catch and pin-and-hole.
In certain embodiments, it is also possible to selecting automatic pincers brank clamping structure, the tong arm of jaw provides clamp by spring In, tong arm has guiding face, and tong arm lower end is arcwall face, when the most horizontally disposed cylindrical structural runs from the bottom up, Cylinder can make tong arm open with the guiding of arcwall face, after cylindrical structure enters jaw, by the reset tong arm clamp of spring Live cylindrical structure.The opening of tong arm is also required to other mechanism and realizes, and such as hydraulic mechanism, to overcome the elastic force of spring.
About the distance between opposed column, with track as elementary cell, typically cover 2 ~ 3 tracks, be difficult to too much, no Then can be too much increase requirement to walking vehicle body 4 rigidity.For major trunk roads, typically can be more than 3 tracks, more than the track that goes out can For running cart, such as vehicle in use, bus etc..If the bottom surface of bearing body 5 is above the ground level higher than cart maximum height Time, such as 7 meters, higher than the height of general vehicle in use, without the track gone out more than considering to arrange.
In some specific sections, the opposed distance between column is half range road surface, for relatively narrow lane face, and can be abundant In the middle of utilizing, flower bed or isolation strip arrange column, it is not necessary to take runway.
In a preferred embodiment, the column for being positioned on such as intermediate isolating band can be constructed as being provided simultaneously with up Mounting structure is supported with downing track.
What Fig. 1-5 highlighted is the basic framework of sky ferrum traffic and transportation system, compares and clearly show that out vertical in Fig. 3 The layout of the transportation system under body transportation condition, first on selected road, is laid with track load carrier along trend of road 6, and each track load carrier 6 is included in column opposed on road width direction, is provided with support at column top and installs knot Structure.
Described empty ferrum traffic and transportation system also includes:
Support beam, forms two files and is laid on the support mounting structure of corresponding side, forms Left-side support beam and Right side support Beam;
Load-bearing rail, is arranged on and forms left rail and right rail on Left-side support beam and Right side support beam;
Walking vehicle body 4, this walking vehicle body 4 vehicle frame left and right sides is provided with wheel track wheel, and is supported on the Load-bearing rail of corresponding side;
Bearing body 5, is installed in the bottom of (such as hanging) described walking vehicle body 4(such as car body) on, for carrying;
Waiting room 8, position given on selected road is arranged, and this this waiting room 8 is overhead below Load-bearing rail;And
Elevator, for the passenger vehicle of waiting room 8 with ground.
Object comprises inclined ladder 15, it is also possible to configuration companionway and vertical lift 7 etc..
In Fig. 3, having on the centrally disposed lines of string column 23, cover 3 tracks below bearing body 5, column accounts for Track Area comparison little, do not affect normal traffic.
In urban road, mainly major trunk roads arrange described empty ferrum device, form the empty ferrum network of communication lines, at empty ferrum network of communication lines ratio More complicated node, the such as crossroad shown in Fig. 3, be provided for the roundabout 17 of passenger transference, and suitable Waiting room 8.
And then, as it is shown on figure 3, the intersection sky ferrum dress that the crossroad of the empty ferrum network of communication lines is formed based on described roundabout 17 It is set to layering arrange, thus Transfer System based on roundabout 17 is three-dimensional Transfer System.
Relating to 4 directions in Fig. 3, need to realize transfer by roundabout 17, three-dimensional transfer needs by means of inclined ladder, vertical Elevator or staircase realize.Multilevel traffic as shown in Figure 3.
In the structure shown in Fig. 4, it is shown that how empty ferrum device reverses end for end, and can directly use arc in some applications Track realizes tune, and such as the terminal 27 shown in Fig. 5, arranges arc track part, for the tune of empty ferrum device.
And in certain embodiments, use tune auxiliary device, as shown in Figure 4, tune rotating disk is set at given node 24, tune rotating disk 24 arranges docking orbit, before sailing into, docking orbit is with next to track alignment, and walking vehicle body 4 is always to entrance After tune rotating disk 24, rotating disk rotates, and makes the docking orbit alignment whereabouts track of tune rotating disk 24, and walking vehicle body 4 rolls away from.

Claims (10)

1. an empty ferrum device, it is characterised in that including:
Track load carrier (6), lays along trend of road, and each track load carrier (6) is included on road width direction Opposed column, is provided with support mounting structure at column top;
Support beam, forms two files and is laid on the support mounting structure of corresponding side, forms Left-side support beam and Right side support Beam;
Load-bearing rail, is arranged on and forms left rail and right rail on Left-side support beam and Right side support beam;
Walking vehicle body (4), this walking vehicle body (4) the vehicle frame left and right sides is provided with wheel track wheel, and is supported on the Load-bearing rail of corresponding side; And
Bearing body (5), is installed on described walking vehicle body (4), for carrying.
Empty ferrum device the most according to claim 1, it is characterised in that described Load-bearing rail includes:
Supporting track, the upper surface of this supporting track is weight-bearing surface;
Guide rails, is perpendicular to the orbital plane of supporting track, and digs vertically upward in the outside of supporting track;
Correspondingly, described wheel track wheel includes that the operation wheel operating on supporting track and axis are parallel to guide rails and operate in Directive wheel in guide rails.
Empty ferrum device the most according to claim 2, it is characterised in that the directive wheel in described wheel track wheel includes being positioned at walking Each one group of directive wheel of car body (4) front and back end;The described wheel that runs then includes:
Front-wheel (13), is positioned at the rear side of the directive wheel of front portion;
Trailing wheel (10), is positioned at the front side of the directive wheel at rear portion;And
BOGEY WHEEL (12), is laid between front-wheel (13) and trailing wheel (10) uniformly;
Wherein, front-wheel (13) and/or driving wheel that trailing wheel (10) is walking vehicle body (4).
4. according to the arbitrary described empty ferrum device of claim 1-3, it is characterised in that described walking vehicle body (4) is provided with four groups of use Padlock system (3) is hung, and on walking vehicle body (4) in what described bearing body (5) hanging was locked in walking vehicle body (4) downside It is provided with stand-by power supply (20), when the power outage of walking vehicle body (4) operation system, to be hung by described by bearing body (5) Padlock system (3) transfers to ground.
Empty ferrum device the most according to claim 4, it is characterised in that described in hang padlock system (3) hoist engine (18), this volume The rope stretching raising machine (18) is used for hanging described bearing body (5);
Hang padlock system (3) and also include that bearing body (5) promotes the locking mechanism after putting in place, and this locking mechanism is arranged on described On walking vehicle body (4), marry again on walking vehicle body (4) with the load by bearing body (5).
6. according to the arbitrary described empty ferrum device of claim 1-3, it is characterised in that the opposed distance between column is set In the half-amplitude duration in track.
7. the empty ferrum traffic and transportation system of the empty ferrum device applied as described in claim 1-6 is arbitrary, it is characterised in that in On selected road, it is laid with track load carrier (6) along trend of road, and each track load carrier (6) is included in road Column opposed on width, is provided with support mounting structure at column top;
Described empty ferrum traffic and transportation system also includes:
Support beam, forms two files and is laid on the support mounting structure of corresponding side, forms Left-side support beam and Right side support Beam;
Load-bearing rail, is arranged on and forms left rail and right rail on Left-side support beam and Right side support beam;
Walking vehicle body (4), this walking vehicle body (4) the vehicle frame left and right sides is provided with wheel track wheel, and is supported on the Load-bearing rail of corresponding side;
Bearing body (5), is installed on described walking vehicle body (4), for carrying;
Waiting room (8), position given on selected road is arranged, and this this waiting room (8) is overhead below Load-bearing rail;With And
Elevator, for the passenger vehicle of waiting room (8) Yu ground.
Empty ferrum traffic and transportation system the most according to claim 7, it is characterised in that described empty ferrum is set in major urban arterial highway Device, the empty ferrum network of communication lines of formation, and the roundabout (17) of passenger transference it is provided in the crossroad of the empty ferrum network of communication lines, and Suitable waiting room (8).
Empty ferrum traffic and transportation system the most according to claim 8, it is characterised in that the crossroad of the empty ferrum network of communication lines based on The intersection sky ferrum device that described roundabout (17) is formed is arranged for layering, thus Transfer System based on roundabout (17) is vertical Body Transfer System.
10. according to the arbitrary described empty ferrum traffic and transportation system of claim 7-9, it is characterised in that giving of the empty ferrum network of communication lines Determine node and be provided for the tune rotating disk (24) that in sky ferrum device, walking vehicle body (3) is reversed end for end.
CN201610595590.6A 2016-07-27 2016-07-27 Empty ferrum device and empty ferrum traffic and transportation system Pending CN106080612A (en)

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Application publication date: 20161109