CN110130163A - Monorail train track and monorail train based on building - Google Patents

Monorail train track and monorail train based on building Download PDF

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Publication number
CN110130163A
CN110130163A CN201910480281.8A CN201910480281A CN110130163A CN 110130163 A CN110130163 A CN 110130163A CN 201910480281 A CN201910480281 A CN 201910480281A CN 110130163 A CN110130163 A CN 110130163A
Authority
CN
China
Prior art keywords
track
building
monorail train
rail vehicle
cantilever
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201910480281.8A
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Chinese (zh)
Inventor
王鑫敏
张敏
司小伟
孙继辉
李治国
赵建阳
武长虹
沈子钿
王鑫宏
张兴洪
岳渠德
陈亚军
董小鹏
李自峰
何海洋
王浩东
冯昭君
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China Construction Air Beijing Technology Co Ltd
Original Assignee
China Construction Air Beijing Technology Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China Construction Air Beijing Technology Co Ltd filed Critical China Construction Air Beijing Technology Co Ltd
Priority to CN201910480281.8A priority Critical patent/CN110130163A/en
Publication of CN110130163A publication Critical patent/CN110130163A/en
Pending legal-status Critical Current

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B61RAILWAYS
    • B61BRAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
    • B61B3/00Elevated railway systems with suspended vehicles
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B25/00Tracks for special kinds of railways
    • E01B25/22Tracks for railways with the vehicle suspended from rigid supporting rails
    • E01B25/24Supporting rails; Auxiliary balancing rails; Supports or connections for rails

Abstract

The present invention relates to technical field of transportation means, more particularly to a kind of monorail train track and monorail train based on building, it is intended in order to solve the problems, such as not constructing, constructional difficulties, take up a large area, construction cost it is high and to causing noise, light etc. to pollute along track.First aspect of the embodiment of the present invention discloses a kind of monorail train track based on building comprising cantilever and track, cantilever are fixed on the load-carrying members of building and are laterally extended;Track is installed in cantilever, the turning radius on track everywhere >=the minimum turning limitation radius of Car design, slope angle on track everywhere≤the maximum climbing limitation slope angle of (being less than or equal to) vehicle driving.The embodiment of the present invention, land occupation is few in horizontal direction, avoid or reduces demolition work, reduces and causes noise, light to influence the neighboring area that track routes pass through;Structure is simple, has saved construction cost;Building has biggish stiffness and strength, and reliable, stable support is formed to track by the building of integral structure.

Description

Monorail train track and monorail train based on building
Technical field
The present invention relates to technical field of transportation means, and in particular to a kind of monorail train track based on building and aerial Train.
Background technique
Monorail train, also referred to as hanging type aerial monorail traffic system comprising track and rail vehicle, by the way that track is consolidated Determine to object (such as column) more than ground, then rail vehicle (including compartment) is along rail running, to reach transport mesh 's.
If when there is barrier (such as mountain, building) on the programme path of track or the biggish road of height fall Section can only be built using the method to detour.However detour, the extension of horizontal direction upper rail route certainly will be will cause, to lead Land occupation area is caused to increase, amount of demolition increase, to increase construction cost;Meanwhile the residence that track circuit periphery is impacted The area increase in people area, shopping centre, causes the influence such as biggish noise, light, is degrading life, working environment.Therefore, it needs A kind of monorail train track and monorail train based on building is wanted, with solution or the generation of at least mitigation above problem.
Summary of the invention
In order to solve the above problem in the prior art, in order to solve across obstacle or promote track level measuring problem solution Certainly construction cost height, long construction period caused by detour scheme, take up a large area and make an uproar caused by track circuit surrounding enviroment The problem of sound, light etc. influence, first aspect of the embodiment of the present invention provides a kind of monorail train track based on building, packet It includes:
Cantilever, the cantilever are fixed on the load-carrying members of building and are laterally extended;And
Track, the track are installed in the cantilever, and the orbit ring is around the building, and rail vehicle is along the track It travels, the minimum turning limitation radius of equal >=described rail vehicle design of the turning radius on the track everywhere, the track On equal≤described rail vehicle traveling of slope angle everywhere maximum climbing limitation slope angle.
In some preferred embodiments, the monorail train track based on building further includes the building, described Building includes the external frame of frame structure, and the cantilever is fixed on the external frame.
In some preferred embodiments, the external frame includes that multiple outside columns being vertically arranged and at least two are horizontal The external beam of setting, in which:
The multiple outside column edge is arranged circumferentially in the horizontal plane;
At least two external beam is arranged along the short transverse of the building.
In some preferred embodiments, the cantilever is fixed on the outside column/or external beam by connector.
In some preferred embodiments, the track includes the sequentially connected multiple tracks of length direction along the track Beam is provided with track joint connecting equipment between at least two adjacent track girders in the multiple track girder, with suitable Should at least two adjacent track girders along the track length direction it is flexible.
In some preferred embodiments, the building further includes being located in the external frame, in cage structure Portion's frame, the inner frame include multiple inner posts being vertically arranged and at least two horizontally disposed built in beams, in which:
The multiple inner post is arranged circumferentially in the horizontal plane;
At least two built in beam is arranged along the short transverse of the building.
In some preferred embodiments, multiple floors are provided in the internal chamber of the building, any two are adjacent The floor between be provided with elevator and/or step ladder.
It in some preferred embodiments, further include evacuation platform, the first end of the evacuation platform is connected to the track, The second end of the evacuation platform is connected in the building
In some preferred embodiments,
The track is constant in the position height of the correspondence evacuation platform, and keeps with the evacuation platform convenient for multiplying The difference in height of objective rail vehicle up and down;Alternatively,
The track spiral rises, and step and/or slope are provided between the evacuation platform and the platform.
In some preferred embodiments, the track is at least two, and each track passes through different described respectively Cantilever is installed, and the distance between any two adjacent described tracks are greater than the height of the rail vehicle on vertical direction.
Second aspect of the embodiment of the present invention discloses a kind of monorail train, the monorail train include it is any it is above-mentioned based on The monorail train track and rail vehicle of building.
The invention has the benefit that
Orbit ring is arranged around building, so that track extends in vertical direction, thus, take up an area less in horizontal direction, keeps away Exempt from or reduce demolition work, reduces and cause noise, light to influence the neighboring area that track routes pass through;It will by cantilever Track is fixed to building, and structure is simple, has saved construction cost;Track is fixed as one structure by cantilever and building, Rigidity, the intensity of building itself are big, can provide stable support for track and rail vehicle, prevent the deformation of track even It is destroyed, can especially resist the centrifugal force of rail vehicle when driving along spiral path, be the steady, reliable of monorail train Operation provides powerful guarantee.
Detailed description of the invention
Fig. 1 is the schematic perspective view at first visual angle of embodiment of the monorail train track based on building;
Fig. 2 is the schematic perspective view at the second visual angle Fig. 1;
Fig. 3 is the partial enlarged view of region Z in Fig. 1;
Fig. 4 is parking baffle and parking one embodiment of directive wheel laterally (perpendicular to track extending direction) structural schematic diagram;
Fig. 5 is the partial enlarged view of region Y in Fig. 4;
Fig. 6 is the top view of parking baffle and one embodiment of directive wheel of stopping;
Fig. 7 is the schematic perspective view of one embodiment of track joint connecting equipment;
Fig. 8 is the explosive view of Fig. 7.
Appended drawing reference and explanation:
1, building;11, structure trunk;12, external frame;121, outside column;122, external beam;13, interior sash Frame;131, inner post;132, built in beam;1321, the first built in beam;1322, the second built in beam;
2, cantilever;
3, track;31, top plate;32, side plate;33, walking plate;34, slot is suspended in midair;35, reinforcing rib;
4, compartment;
5, evacuation platform;51, the starting point of evacuation platform;52, the end of evacuation platform;
61, stop baffle;611, the first side of parking baffle;62, stop directive wheel;63, connecting plate;64, ribs Plate;
7, track joint connecting equipment;710, the first buttcover plate;711, butt end;712, the first installation eaves;713, it slides Component;720, the second buttcover plate;722, the second installation eaves;730, connecting plate;731, the first side;732, the second side;733, Slideway.
Specific embodiment
To keep the embodiment of the present invention, technical solution and advantage more obvious, below in conjunction with attached drawing to skill of the invention Art scheme carries out clear, complete description, it is clear that and the embodiment described is a part of the embodiments of the present invention, rather than all Embodiment.It will be apparent to a skilled person that these embodiments are used only for explaining technical principle of the invention, and It is not intended to be limiting protection scope of the present invention.
First aspect of the embodiment of the present invention discloses a kind of monorail train track based on building, referring to Fig. 1, based on building The monorail train track for building object includes cantilever 2 and track 3, wherein cantilever is fixed on the load-carrying members of building 1 and laterally prolongs It stretches;Track is installed in cantilever, and orbit ring is arranged around building, turning radius of the rail vehicle along rail running, track everywhere The minimum turning limitation radius of >=rail vehicle design, slope angle on track everywhere≤the maximum climbing limit of rail vehicle traveling Slope angle processed.
Orbit ring is around building so that track extends in vertical direction, thus, take up an area in horizontal direction it is few, avoid or Reduce demolition work, reduces and cause noise, light to influence the neighboring area that track routes pass through;Meanwhile as long as by rail Road is fixed to building by cantilever, and the installation of track, structure can be carried out by means of existing structure or New Buildings Simply, construction cost has been saved;Meanwhile track is fixed as one structure by cantilever and building, the rigidity of building itself, Intensity is big, can provide stable support for track and rail vehicle, prevents the deformation of track to be even destroyed, especially can Centrifugal force of the rail vehicle along spiral path when driving is resisted, has provided and tries hard to keep for steady, the reliability service of monorail train Barrier.
It should be noted that from the construction-time of building, building can be to have existed on the route of track The buildings such as building, be also possible to the building specially built for attachment rail.From the structure type of building, It can be steel construction, or the building for the frame structure that armored concrete pours.Need further exist for explanation It is that cantilever can be fixed to building by connectors such as flanges, when building is the frame that above-mentioned armored concrete pours It, can also be directly pre-buried into its frame structure by cantilever when the building of structure.
Orbit ring is arranged around building, and in the vertical direction, track can keep continuing rising, as depicted in figs. 1 and 2, It can be highly constant;Track can be surround building at least one week (as shown in Fig. 1 and Fig. 2), can also be around building a part;? Horizontal direction upper rail can remain unchanged (as depicted in figs. 1 and 2) to the distance between building, and track, track are fixed Building the shape (circle as depicted in figs. 1 and 2) that is consistent of outer profile, can also carry out according to actual needs Flexible setting, such as track are set as other oval curve shapes, may be polygon, are intended merely to make rail vehicle It can pass through the apex angle of polygon, corner position should be fillet, track, it will be appreciated by persons skilled in the art that According to actual construction needs, track can be the spiral greater than 360 ° (being greater than a circle), also may be less than 360 ° and (be less than One circle) spiral, its situation for being greater than 360 ° is shown in Fig. 1.It should be further noted that track is in its bottom, top It can also can be extended along certain slope (being inclined relative to horizontal) with horizontal extension.
Rail vehicle is hung below track, and monorail train includes compartment, power device (such as servo motor and gearbox) With walking mechanism (rubber tire that can usually walk in orbit), power device drives walking mechanism, so that monorail train edge Rail running, to play the role of transport.In addition, the setting of track should meet condition: the turning radius on track everywhere The minimum turning limitation radius of >=monorail train design, slope angle on track everywhere≤the maximum climbing limit of monorail train traveling Slope angle processed, to guarantee the normally travel of rail vehicle.Wherein, above-mentioned minimum turning limitation radius rminWith rail vehicle Kinematic parameter is related.Minimum turning radius value is determined by taking a kind of simple motion model as an example below, makes a concrete analysis of process are as follows:
Since monorail train is monorail suspension, when rail vehicle swings laterally angle maximum there is maximum transverse direction to add Speed amaxIf acceleration continues increase, it will cause beyond amax, that is, centrifugal force suffered by rail vehicle is excessive, may cause The excessive collision caused between two rail vehicles of rail vehicle horizontal swing amplitude, rail vehicle and building collide, A possibility that rail vehicle and other objects (such as platform) of periphery collide, therefore, with the Analysis on Mechanics Model under the state, Specifically:
By the Acceleration Formula a of circular motionmax=V2 max/rmin
The tan α known to the mechanical analysis under the statemax=mamax/mg ②
1. 2. composite type can be obtained with formula: rmin=V2 max/g.tanαmax.To obtain the minimum turning limit of rail vehicle Radius r processedmin, by the turning radius of each point on track >=the minimum turning limitation radius of monorail train design.
Wherein: VmaxFor the maximum travelling speed of rail vehicle, αmaxThe maximum transversal swing angle allowed for rail vehicle.
Similarly, it is the normally travel for guaranteeing rail vehicle, should also meets the requirement of slope angle, at this point, monorail train is most It is determined when big climbing limitation slope angle is by designing, by the construction of cantilever, track so that meeting slope angle requirement.
In addition, a kind of specific structure of track, referring to Fig. 3, track includes the side plate 32 of the top plate 31 of top, the left and right sides With two walking plates 33 of bottom, there are suspention slots 34 between two walking plates, after the bogie of rail vehicle is by suspention slot It is installed in track, the driving wheel on the bogie of rail vehicle, which is expert in limp, to be rollably arranged.It is also set below walking plate There is reinforcing rib 35, the direction of the reinforcing rib and the length direction of track are consistent, to improve walking plate on the length direction of track Stiffness and strength, be bent caused by gravity by rail vehicle with reducing.
As described above, building can be existing building on the route of track, can also be special for trapped orbit The building that door is built, when for the latter, which is a part of the monorail train track based on building, building packet Include structure trunk 11 and in structure trunk, in the external frame 12 of frame structure, cantilever is fixed on external frame.Circle Columnar buildings are suitble to the arrangement of spiral track.A kind of specific structure of building is the frame knot of reinforced concrete building Structure, cantilever can be pre-buried in frame, alternatively, being fixed to frame structure by connectors such as flanges.
It should be noted that a kind of specific structure of external frame are as follows: it includes multiple 121 Hes of outside column being vertically arranged At least two horizontally disposed external beams 122, multiple outside columns are arranged circumferentially along structure trunk, to form circumferential direction Stablize support, at least two external beams are arranged up and down, so that outer posts and external beam form frame structure, to provide stabilization Support.
Consolidate as described above, connector also can be used in the load-carrying members that cantilever can be fixed to building using pre-buried mode Fixed, when for the latter, a kind of mode of connector is flange, certainly, those of skill in the art would appreciate that connector can be with Using other modes, will not enumerate.
Track includes the sequentially connected multiple track girders of length direction along track, at least two phases in multiple track girders It is provided with track joint connecting equipment between adjacent track girder, to adapt at least two adjacent track girder along the length of track It stretches in direction.To when be expanded with heat and contract with cold, stress deformation etc. cause it is close to each other or separate between two adjacent track girders When, it remains to be attached by joint connecting equipment, first aspect ensure that track can be connected normally to guarantee rail vehicle Normally travel;Second aspect avoids the gap generated away from each other between two adjacent track girders, so that bogie rolls The without friction, noise (seamless, so that not having height fall on vertical direction) to after between two adjacent track girders;Construction When between two adjacent track girders reserve constringency cleft, avoid between two adjacent track girders it is close to each other generate squeeze Pressure and caused by track girder by biggish compression, which even will cause that (track girder deviates rail by the distortion of track girder The axis in road), to guarantee that the normally travel of rail vehicle and track are maintained at installation condition.
A kind of specific structure of track joint connecting equipment 7, referring to figs. 7 and 8 comprising the first docking abutted each other Plate 710 and the second buttcover plate 720 and the connecting plate being movably arranged between the butt end 711 of (first, second) buttcover plate 730, when in use, the first buttcover plate and the second buttcover plate are fixedly installed in two be disposed adjacent to the track joint connecting equipment A part of region of the end of track, the first buttcover plate and the second buttcover plate upper face is the traveling of hanging type aerial train wheel Region (belt-like zone as shown in phantom in FIG.), in two tracks in view of being disposed adjacent due to heat expansion/shrinkage factor It will lead between the first buttcover plate and the second buttcover plate of two docking and the phenomenon that mutual extruding/stretching occur, processing and pacifying When filling the first buttcover plate and the second buttcover plate, certain gap is reserved between the butt end of (first, second) buttcover plate, that is, is existed When two track heat expansions being disposed adjacent, the gap between the first buttcover plate and the second buttcover plate becomes smaller, in two be disposed adjacent Gap when a track shrinkage between the first buttcover plate and the second buttcover plate becomes larger, and setting in this way can guarantee first pair The phenomenon that being pressed against each other/stretching will not occur due to expanding with heat and contract with cold in fishplate bar and the second buttcover plate.But setting due to gap It sets, when the wheel of hanging type aerial train passes through the gap between the first buttcover plate and the second buttcover plate, can generate apparent It jolts, so that hanging type aerial train be caused to occur vibrating and noise phenomenon, seriously affects the comfort of passenger's seating.In order to subtract Gap between few first buttcover plate and the second buttcover plate influences the riding comfort of hanging type aerial train, and the present invention exists (the first, second) it is provided with connecting plate between the butt end of buttcover plate, when two tracks being disposed adjacent are due to expanding with heat and contract with cold Reason causes the first buttcover plate and the second buttcover plate along when the length direction of track is opposite or counter motion, and connecting plate can be with edge (the first, second) the length direction movement of the butt end of buttcover plate, so that connecting plate be made still to be able to as hanging type aerial train With first when crossing backing plate when gap between the butt end of (first, second) buttcover plate, while being able to maintain that connecting plate movement Gap is basically unchanged between buttcover plate and the second buttcover plate, passes through the first buttcover plate, second pair to reduce hanging type aerial train Caused vibration and noise when fishplate bar and connecting plate.It is respectively set on first buttcover plate and the second buttcover plate just like sliding groove structure Sliding component 713, the lower right corner (natural direction towards Fig. 7) of two sliding components and the lower left corner are respectively arranged with the first installation Eaves 712 and the second installation eaves 722, the side of connecting plate towards the first buttcover plate, the second buttcover plate are arranged slideway 733, slide structure Part slidably, and keeps angle can be realized along slideway 733 between slideway and the length direction of track girder: sliding component is along sliding Length when road slides between the first buttcover plate, the second buttcover plate is variable, correspondingly, the rwo two track being individually fixed in The distance between beam is variable.In addition, connecting plate as shown in the figure is generally rectangular, there is the first side 731 and second side Portion 732, the first side, the second side are made along protrusion is arranged on the first buttcover plate, the second buttcover plate slidably with playing guiding With.Certainly, it those of skill in the art would appreciate that other structures also can be used in track joint connecting equipment, no longer repeats one by one.
It should be noted that building further includes in the internal chamber surrounded positioned at structure trunk, in cage structure Inner frame 13, referring to fig. 2, inner frame includes that multiple inner posts 131 and at least two being vertically arranged are horizontally disposed Built in beam 132, in which:
Multiple inner posts are arranged circumferentially along structure trunk, circumferentially to provide stable, reliable branch along building Support;
At least two built in beams are arranged along the short transverse of structure trunk, so that laterally upper inner frame is connected as one Structure, so that the stiffness and strength of building itself are improved, further to overcome centrifugal force of the rail vehicle along rail running.
It should be further noted that built in beam includes the first built in beam 1321 and the second linear built in beam of annular 1322, inner post is uniformly fixed on the side of the first built in beam, and the first built in beam is multiple, and multiple first built in beams are from upper And lower arrangement, the first end of the second built in beam are fixed to the first built in beam or inner post, the second end of the second built in beam is fixed to Outside column or external beam, to inner frame, external frame and structure trunk are fixed as one structure jointly, to improve use In the stiffness and strength of the load-carrying members of the building of attachment rail, further it is conducive to reliable, the stable traveling of rail vehicle.
It should be noted that multiple floor (not shown)s are provided in the internal chamber that structure trunk is surrounded, It is provided with elevator between the adjacent floor of any two and/or walks terraced (not shown).Multiple floor can be according to reality It needs to be arranged station, platform, or even can also arrange shopping center etc..Different floors can be reached by elevator and/or step ladder, It is easy to use.
In addition, the monorail train track based on building further includes evacuation platform, the first end of evacuation platform is connected to rail Road, the second end of evacuation platform are connected to the platform in building, so that being somebody's turn to do the monorail train track based on building Platform is arranged in the building, takes full advantage of the space of building, is avoided the cost at newly-built station and is shortened construction week Phase.After rail vehicle stops, the upper surface of the first end of the evacuation platform and the compartment inner bottom plating height substantially phase of rail vehicle Deng to facilitate passenger getting on/off.It follows that evacuation platform extends along the hand of spiral of track, also that is, evacuation platform and rail Road is parallel, that is to say, that evacuation platform is not " platform " but the curved surface platform (height of the upper surface of evacuation platform with parallel track The hand of spiral spent along track is gradually increased), and the floor, platform in building should be horizontal, at this point, will lead to platform There is difference in height between evacuation platform, is based on this, step or sloped transition is arranged in inventor between, to slow down the height Poor bring is uncomfortable, consequently facilitating rail vehicle above and below passenger.
In order to enable the height of evacuation platform and the rail vehicle inner bottom plating after stopping is generally equalized, also that is, even if in the presence of Difference in height (such as in the 1cm) difference in height will not influence getting on or off the bus for passenger, and inventor can also be realized by arranged below: track It is constant in the position height of corresponding evacuation platform, i.e., in the vertical direction, the position track of corresponding evacuation platform do not rise and Do not decline, horizontal or general horizontal (presence due to manufacturing, assembling equal error will not abswolute level) is kept, so that suspention Rail vehicle below track is horizontal, the rail vehicle inner bottom plating for finally guaranteeing evacuation platform, resting in the evacuation platform Horizontal or general horizontal posture is kept, to conveniently get on or off the bus.Inventors have found that in the setting lower railway in the horizontal segment There is dead angle between (position of corresponding evacuation platform, or slightly larger than in the length of evacuation platform) and ascent stage or descending branch, it is damned The presence at angle certainly will will affect rail vehicle traveling stabilization, or even will cause starting stage bogie driving wheel it is stuck after Therefore the situation that only idle running cannot be rolled along walking plate can lead between horizontal segment and ascent stage, between horizontal segment and descending branch Setting rounding off is crossed, to prevent the generation of said circumstances.
In addition, being acted on train vehicle by centrifugal force when track is bent in the horizontal plane since orbit ring is around building setting Compartment and swing laterally, specially outward (away from the direction of building) swing, when rail vehicle rests in evacuation platform 5 The preceding travel speed for not only needing to consider rail vehicle direction along ng a path, it is also contemplated that the compartment of rail vehicle swing out it is extensive Multiple (the substantially vertical state in compartment of rail vehicle after restoring completely), because if still having after rail vehicle stop outside A degree of amount of swinging out can to stop trunk laterally upper reciprocally swinging, influence ride experience, to suspention train vehicle Component and bogie formed alternate stress, accelerate the fatigue of the component and bogie, influence the normally travel of rail vehicle And the safety of operation.Based on the consideration, setting parking baffle 61 and parking directive wheel 62, referring to Fig. 4, Fig. 5 and Fig. 6, parking Directive wheel is rotatably installed on the lateral surface (away from the side of building) in compartment, in addition, parking baffle be vertically arranged and With parallel track, and make stop directive wheel with compartment 4 move when in height be always positioned at parking baffle top edge with Between lower edge, the first side of the baffle that stops extend to the starting point 51 of evacuation platform (or slightly exceed evacuation platform starting End), the opposite side edge of the first side of the baffle that stops extends to the end 52 (or end beyond evacuation platform) of evacuation platform, and And stop in horizontal direction baffle to track distance along rail vehicle driving direction (in Fig. 6 for counter clockwise direction) and by Decrescence small, until the central axes in final compartment are overlapped with the central axes of track, (running track in compartment is shown in the dotted line in Fig. 6 Track out), and keep small between the first side 611 and compartment of parking baffle when rail vehicle is suspended to track naturally Gap (such as 5mm), to provide the small sway space in compartment.It should be noted that the parking baffle can be fixed on cantilever, It can fix in orbit, can also be fixed on building, as long as being attached using connector.Parking baffle passes through connection Plate 63 is fixed on the force structure of building, in order to avoid parking baffle and connecting plate junction stress concentrate, this two Corner between person passes through setting deep floor 64.By the setting so that the horizontal swing in compartment is quickly cut in a short time Weak or elimination, reduces the braking distance of rail vehicle.Certainly, those of skill in the art would appreciate that for reducing or eliminating The horizontal swing purpose in compartment can also make other settings, not enumerate herein.
It needs further exist for explanation, track at least two, and at least two parallel tracks to arrange, so that at least Rail vehicle on one track can uplink (spiral), the rail vehicle at least one rail vehicle can downlink (spiral shell Screw off drop), the space utilization rate on depth of building is improved while increasing fortune volume of passenger traffic again.Herein, it should be noted that (on vertical direction) distance between the adjacent track of any two is greater than the height of rail vehicle, that is, normal for rail vehicle Traveling provides the space of enough vertical directions.
In addition, the monorail train track based on building further include setting in orbit award electric rail, award electric rail and electrically connect The power supply being connected in building, i.e., by the power supply power supply in building, to solve electric power required for rail vehicle travels Supply problem takes electricity nearby, can shorten power transmission distance, saves power supply line's construction cost and shortens construction period;Simultaneously Power supply is close apart from power rail distance, reduces the electric quantity consumption in power supply line, meets the needs of current energy-saving and emission-reduction.
It should be noted that empty iron train rail further includes lighting device, lighting device is arranged in track and/or building The internal chamber of ontology provides illumination, signal control with the traveling for rail vehicle, provides illumination for the floor in building, Even lighting device is arranged in outside structure trunk, has certain decoration function.
In addition, the top of structure trunk, outer wall are equipped with waterproof layer, to guarantee the normal work under rainwater, wet environment Make.Meanwhile window and/or sightseeing platform can also be installed on structure trunk, to provide the visual field, so that passenger can go sightseeing.
Second aspect of the embodiment of the present invention discloses a kind of monorail train, which includes any above-mentioned based on building Build the monorail train track and rail vehicle of object.Certainly, those of skill in the art would appreciate that the monorail train cooperation station, Communication signal control system, power-driven system, ticketing system and security system etc. may make up monorail train system, with respectively Guarantee the normal operation of monorail train.It will be appreciated by persons skilled in the art that station as existing station, is used for Chinese herbaceous peony, get off after the stream of people dredge, rest;Communication signal control system, for controlling between the dispatching a car of different rail vehicles Every, sail speed etc.;Power-driven system drives rail vehicle along rail running, can be servo motor;Lighting system is vehicle It stands, inside the rail vehicle and front of rail vehicle provides illumination;Ticketing system is bought for passenger, changes label, replaces ticket;Peace Insurance system provides safety guarantee for the operation of monorail train system, and security system may include the safety check to article entrained by people (such as detector gate) and safety check (such as luggage security inspection machine) to luggage and articles.
It should be noted that in the description of the present invention, term " center ", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outside" etc. indicate that the term of direction or positional relationship is direction based on the figure or positional relationship, this is only It is merely for convenience of describing, rather than indication or suggestion described device or element must have a particular orientation, with specific side Position construction and operation, therefore be not considered as limiting the invention.In addition, term " first ", " second ", " third " are only used for Purpose is described, relative importance is not understood to indicate or imply.
In addition it is also necessary to explanation, in the description of the present invention unless specifically defined or limited otherwise, term " peace Dress ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally Connection;It can be mechanical connection, be also possible to be electrically connected;Can be directly connected, can also indirectly connected through an intermediary, It can be the connection inside two elements.To those skilled in the art, it can understand that above-mentioned term exists as the case may be Concrete meaning in the present invention.
Term " includes " or any other like term are intended to cover non-exclusive inclusion, so that including a system Process, article or the equipment/device of column element not only include those elements, but also other are wanted including what is be not explicitly listed Element either further includes these processes, article or the intrinsic element of equipment/device.
So far, it has been combined preferred embodiment shown in the drawings and describes technical solution of the present invention, still, this field Technical staff is it is easily understood that protection scope of the present invention is expressly not limited to these specific embodiments.Without departing from this Under the premise of the principle of invention, those skilled in the art can make equivalent change or replacement to the relevant technologies feature, these Technical solution after change or replacement will fall within the scope of protection of the present invention.

Claims (10)

1. a kind of monorail train track based on building characterized by comprising
Cantilever, the cantilever are fixed on the load-carrying members of building and are laterally extended;And
Track, the track are installed in the cantilever, and the orbit ring is around the building, and rail vehicle is along the track row It sails, the minimum turning limitation radius of equal >=described rail vehicle design of the turning radius on the track everywhere, on the track The maximum climbing limitation slope angle of equal≤described rail vehicle traveling of slope angle everywhere.
2. the monorail train track according to claim 1 based on building, which is characterized in that described based on building Monorail train track further includes the building, and the building includes the external frame of frame structure, and the cantilever is fixed on The external frame.
3. the monorail train track according to claim 2 based on building, which is characterized in that the external frame includes Multiple outside columns being vertically arranged and at least two horizontally disposed external beams, in which:
The multiple outside column is arranged circumferentially in the horizontal plane;
At least two external beam is arranged along the short transverse of the building.
4. the monorail train track according to claim 1 based on building, which is characterized in that the track includes along institute State the sequentially connected multiple track girders of length direction of track, at least two adjacent tracks in the multiple track girder Track joint connecting equipment is provided between beam, to adapt at least two adjacent track girder along the length of the track It stretches in direction.
5. the monorail train track according to claim 3 based on building, which is characterized in that the building further includes In the external frame, in the inner frame of cage structure, the inner frame includes multiple inner posts being vertically arranged With at least two horizontally disposed built in beams, in which:
The multiple inner post edge is arranged circumferentially in the horizontal plane;
At least two built in beam is arranged along the short transverse of the building.
6. the monorail train track according to claim 3 based on building, which is characterized in that the inside of the building It is provided with multiple floors in chamber, elevator and/or step ladder are provided between the adjacent floor of any two.
7. the monorail train track according to any one of claim 3 to 6 based on building, which is characterized in that also wrap Evacuation platform is included, the first end of the evacuation platform is connected to the track, and the second end of the evacuation platform is connected to described Platform in building.
8. the monorail train track according to claim 7 based on building, which is characterized in that the track is in corresponding institute The position height for stating evacuation platform is constant, and keeps with the evacuation platform convenient for the difference in height of rail vehicle above and below passenger; Alternatively,
The track spiral rises, and step and/or slope are provided between the evacuation platform and the platform.
9. the monorail train track according to claim 7 based on building, which is characterized in that the track is at least two A, each track passes through different cantilever installings respectively, on vertical direction any two adjacent tracks it Between distance be greater than the rail vehicle height.
10. a kind of monorail train, which is characterized in that the monorail train include described in any one of claims 1 to 9 based on The monorail train track and the rail vehicle of building.
CN201910480281.8A 2019-06-04 2019-06-04 Monorail train track and monorail train based on building Pending CN110130163A (en)

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Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB190810074A (en) * 1908-05-09 1908-10-22 Tom Charles Bland Improvements in Apparatus for Recreation and Amusement.
GB191014424A (en) * 1910-06-15 1911-02-23 Isaac Gaunt Butler A New or Improved Aerial Railway for Recreation or Amusement Purposes.
CN2284633Y (en) * 1995-12-26 1998-06-24 卫民 Spiral chute
CN103608074A (en) * 2011-05-26 2014-02-26 W·J·基钦 Tower ride
CN107630391A (en) * 2017-10-31 2018-01-26 中唐空铁集团有限公司 A kind of rotation hanger rail open side type construction system for suspension type sky iron
CN107964837A (en) * 2017-12-06 2018-04-27 中建空列(北京)工程设计研究院有限公司 Track joint connecting equipment and the track for including the track joint connecting equipment
CN208602470U (en) * 2018-01-05 2019-03-15 中建空列(北京)工程设计研究院有限公司 Single track guide stabilizing device, traffic system for overhead track and its station in standing
CN210117619U (en) * 2019-06-04 2020-02-28 中建空列(北京)科技有限公司 Aerial train track and aerial train based on building

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB190810074A (en) * 1908-05-09 1908-10-22 Tom Charles Bland Improvements in Apparatus for Recreation and Amusement.
GB191014424A (en) * 1910-06-15 1911-02-23 Isaac Gaunt Butler A New or Improved Aerial Railway for Recreation or Amusement Purposes.
CN2284633Y (en) * 1995-12-26 1998-06-24 卫民 Spiral chute
CN103608074A (en) * 2011-05-26 2014-02-26 W·J·基钦 Tower ride
CN107630391A (en) * 2017-10-31 2018-01-26 中唐空铁集团有限公司 A kind of rotation hanger rail open side type construction system for suspension type sky iron
CN107964837A (en) * 2017-12-06 2018-04-27 中建空列(北京)工程设计研究院有限公司 Track joint connecting equipment and the track for including the track joint connecting equipment
CN208602470U (en) * 2018-01-05 2019-03-15 中建空列(北京)工程设计研究院有限公司 Single track guide stabilizing device, traffic system for overhead track and its station in standing
CN210117619U (en) * 2019-06-04 2020-02-28 中建空列(北京)科技有限公司 Aerial train track and aerial train based on building

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