CN109532859A - A kind of micro- track turnout structure and micro- rail rail system - Google Patents

A kind of micro- track turnout structure and micro- rail rail system Download PDF

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Publication number
CN109532859A
CN109532859A CN201710863583.4A CN201710863583A CN109532859A CN 109532859 A CN109532859 A CN 109532859A CN 201710863583 A CN201710863583 A CN 201710863583A CN 109532859 A CN109532859 A CN 109532859A
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CN
China
Prior art keywords
track
plate
platform
micro
rail
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Granted
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CN201710863583.4A
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Chinese (zh)
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CN109532859B (en
Inventor
吕高腾
耿庆厚
赵峰
高宁
杲晓峰
郑文波
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CRRC Tangshan Co Ltd
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CRRC Tangshan Co Ltd
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Priority to CN201710863583.4A priority Critical patent/CN109532859B/en
Publication of CN109532859A publication Critical patent/CN109532859A/en
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Publication of CN109532859B publication Critical patent/CN109532859B/en
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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B61RAILWAYS
    • B61BRAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
    • B61B3/00Elevated railway systems with suspended vehicles
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B61RAILWAYS
    • B61BRAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
    • B61B1/00General arrangement of stations, platforms, or sidings; Railway networks; Rail vehicle marshalling systems
    • 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
    • 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
    • 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
    • E01B25/26Switches; Crossings

Abstract

A kind of micro- track turnout structure is provided in the embodiment of the present application, micro- track turnout structure includes: track switch upper plate, the first track switch side plate, track switch lower plate and the second track switch side plate;The track switch lower plate is divided into three parts by the first targeting port and the second targeting port by the track switch lower plate;First part connect with the first track switch side plate, and second part is connect by separator frame with track switch upper plate, and Part III is connect with the second track switch side plate.The position connecting with track switch upper plate positioned at turnout structure centre region of separator frame front end is adjusted downwards a distance by herein described technical solution, linking transition is carried out to be smoothly restored to rail holding state from unilateral vacant state to running mechanism, running mechanism generation is avoided to jolt and the abrasion to deflecting roller.

Description

A kind of micro- track turnout structure and micro- rail rail system
Technical field
This application involves suspension type traffic techniques, and in particular, to a kind of micro- track turnout for suspension type traffic system Structure and micro- rail rail system.Herein described micro- rail refers to: track width is 600mm suspension type traffic system below.
Background technique
Urban track traffic, which refers to, to be run on fixed guide rail using vehicle in city and is mainly used for urban passenger Traffic system.The method of operation of usual rail traffic is vehicle on the trapped orbit of ground, is generated using the power device of vehicle Driving force, according to the guiding to vehicle of track, in the higher area operation of single or multiple population densities.
Suspension type traffic is a kind of skyborne Rail Transit System of all fronts suspension, by track and vehicle hanging in high-altitude In vacant space, the activity space in people's daily life can efficiently be utilized compared to usual rail traffic, and have The congestion problems for alleviating traffic above-ground of effect.Meanwhile suspension type traffic due to use special steering and driving structure, to fortune Row environmental suitability is stronger, to landform without strict demand, moreover, suspension type traffic is using electric propulsion, in train operation Without exhaust pollution, be conducive to protect urban environment.
Since the method for operation of suspension type traffic is different from common rail traffic, conventional ground rail system without Method is applied to suspension type traffic.
Summary of the invention
One of to solve above-mentioned technical problem, the present invention provides a kind of micro- track turnout structure, micro- track turnout structure It include: micro- track turnout structure 3 include: micro- track turnout structure 3 include: by track switch upper plate 301, the first track switch side plate 302, successively fixed one surrounded has the steering for merging end and separating end empty for track switch lower plate 303 and the second track switch side plate 304 Between;
The lower surface of the track switch upper plate 301 is equipped with the first guide plate 305 and the second guide plate 306, first guiding Plate 305 and the second guide plate 306 converge at the merging end, and separate in the separating end;
The track switch lower plate 303 is equipped with the first targeting port and the second targeting port, first targeting port and the second targeting port It crosses at the merging end, and the position for respectively corresponding the first guide plate 305 and the second guide plate 306 is separated in separating end;
The first targeting port and the second targeting port of the track switch lower plate 303 divide the track switch lower plate 303 for three parts; First part connect with the first track switch side plate 302, and second part is connect by separator frame 310 with track switch upper plate, Part III and The connection of second track switch side plate 304;
The front end of the track switch lower plate 303 for the second part connecting in the track switch lower plate 303 with the separator frame 310 is downward It is bent a distance.
One of to solve above-mentioned technical problem, the present invention also provides a kind of rail systems, including above-mentioned micro- track turnout Structure 3;
By lower end there is the box track 201 of opening to connect between the micro- track turnout structure 3 of every two, and in two micro- rails A main working line and a by-pass line are formed between switch structure 3;
The lower section of the box track 201 of the by-pass line is equipped with platform;The box track 201 of the by-pass line passes through The platform column 402 being fixed on platform 401 and the supporting beam 403 being fixed on platform column 402 and platform 401 are fixed;
Vehicle 6 is detached from main operating line by previous micro- track turnout structure 3 and enters platform structure 4, passes through latter micro- track Trouble structure 3 imports main operating line.
Beneficial effects of the present invention are as follows:
Herein described technical solution can in micro- track turnout structure turn in space to the travel route of vehicle into Row transformation, meanwhile, the position connecting with track switch upper plate positioned at turnout structure centre region of separator frame front end is adjusted downwards A distance carries out linking transition to be smoothly restored to rail holding state from unilateral vacant state to running mechanism, avoids Running mechanism generation is jolted and the abrasion to deflecting roller.
Detailed description of the invention
The drawings described herein are used to provide a further understanding of the present application, constitutes part of this application, this Shen Illustrative embodiments and their description please are not constituted an undue limitation on the present application for explaining the application.In the accompanying drawings:
Fig. 1 is the overall schematic of rail system described in this programme;
Fig. 2 is the schematic diagram of the support of rail system mesoslope section described in this programme;
Fig. 3 is the schematic diagram of curved section support in rail system described in this programme;
Fig. 4 is the schematic diagram of support device described in this programme;
Fig. 5 is the schematic diagram of the first Cantilever Beams ceiling mounted tracks structure described in this programme;
Fig. 6 is the schematic diagram of second of Cantilever Beams ceiling mounted tracks structure described in this programme;
Fig. 7 is the schematic diagram of the first multilayer track structure described in this programme;
Fig. 8 is the schematic diagram of second of multilayer track structure described in this programme;
Fig. 9 is the schematic diagram of track structure lifting mode described in this programme;
Figure 10 is the schematic diagram described in this programme for the fixed plate of ceiling mounted tracks structure;
Figure 11 is the schematic diagram of load-carrying members described in this programme;
Figure 12 is the schematic diagram of the first sloping platform described in this programme;
Figure 13 is the schematic diagram of second of sloping platform described in this programme;
Figure 14 is the schematic diagram of ruggedized construction described in this programme;
Figure 15 is the schematic diagram of lighting apparatus described in this programme;
Figure 16 is that the schematic diagram in track structure is arranged in running mechanism described in this programme;
Figure 17 is the schematic diagram of reinforcing rib arrangement on track structure described in this programme;
Figure 18 is the schematic diagram that the described two rail connections of this programme have gap;
Figure 19 is the schematic diagram of transition plates and spatial transition described in this programme;
Figure 20 is the schematic diagram for being connected case described in this programme;
Figure 21 is the schematic diagram of curved section track structure described in this programme;
Figure 22 is the schematic diagram of slope section track structure described in this programme;
Figure 23 is the schematic diagram of micro- track turnout structure described in this programme;
Figure 24 is the schematic diagram of micro- track turnout structural top described in this programme;
Figure 25 is the schematic diagram of track switch upper plate lower surface guide plate described in this programme;
Figure 26 is the schematic diagram of track switch lower plate described in this programme;
Figure 27 is the schematic diagram in the hanging region of running mechanism described in this programme;
Figure 28 is the bottom view of micro- track turnout structure described in this programme;
Figure 29 is the schematic diagram that the front end for the track switch lower plate connecting described in this programme with separator frame moves down;
Figure 30 is the schematic diagram of connection structure and buffer structure described in this programme;
Figure 31 is the schematic diagram of power supply module described in this programme;
Figure 32 is the schematic diagram of overhead platform structure described in this programme;
Figure 33 is the schematic diagram that platform described in this programme and control room integrate;
Figure 34 is platform described in this programme and the schematic diagram that maintenance library integrates;
Figure 35 is the schematic diagram of relief structure described in this programme.
Drawing reference numeral
1, support device, 101, support post, 102, Cantilever Beams, 103, load-carrying members, 104, fixed plate, 105, base station, 106, pilum, 107, pedestal, 108, sloping platform, 109, ruggedized construction, 110, backing plate, 111, lighting apparatus, 112, LED light, 113, Light distribution device, 114, maintenance ladder;
2, track structure, 201, box track, 202, connected structure, 203, linking case, 204, gap, 205, reinforcing frame, 206, frame, 207, transition plates, 208, power supply module, 209, trolley, 210, fixed device, 211, support base, 212, end are connected Lid, 213, straightway, 214, curved section, 215, slope section, 216, anti-skid structure, 217, reinforcing rib, 218, gap;
3, micro- track turnout structure, 301, track switch upper plate, the 302, first track switch side plate, 303, track switch lower plate, 304, second Trouble side plate, the 305, first guide plate, the 306, second guide plate, 307, connection structure, 308, buffer structure, 309, buffer board, 310, separator frame, 311, third guide plate;
4, platform structure, 401, platform, 402, platform column, 403, supporting beam, 404, control room, 405, meeting room, 406, library is overhauled, 407, inspection platform, 408, storehouse, 409, platform top, 410, waiting guardrail, 411, stopping sliding door, 412, automatic Ticket-selling device, 413, the outer guardrail of platform, 414, staircase;
5, relief structure, 501, Succor plain stage, 502, fire escape;
6, vehicle;
7, running mechanism;
8, erecting by overhang.
Specific embodiment
In order to which technical solution in the embodiment of the present application and advantage is more clearly understood, below in conjunction with attached drawing to the application Exemplary embodiment be described in more detail, it is clear that described embodiment be only the application a part implement Example, rather than the exhaustion of all embodiments.It should be noted that in the absence of conflict, embodiment and reality in the application The feature applied in example can be combined with each other.
The core ideas of the application is to design according to the method for operation of suspension type traffic and meet suspension type traffic circulation spy The track structure 2 and rail support structures of point;And the problems such as being directed to the turning of 6 emerged in operation of vehicle, climbing, jolt, powering Corresponding improvement of orbit is carried out, to improve the stability and safety of the operation of vehicle 6.
Specifically, as shown in Figure 1, the system includes: to be dispersed in target area this application discloses a kind of micro- rail rail system Multiple support devices 1 in domain and the track structure 2 being suspended in support device 1;The track, which is used to support, to be disposed thereon Vehicle 6 moved in target area.
It target area described in this programme can be middle-size and small-size for user's residence area, block, region of travelling, city traffic network etc. Transit domain can alleviate the short distance trip pressure of user, reduce traffic jam, improve the comfort level of the short distance trip of user.
In the present solution, as shown in Figures 2 and 3, the support device 1 is according to the whole load-bearing conditions of track structure 2, part Be oriented to situation and special road section situation, by equidistant mode, the mode of local strengthening, mixed room away from mode three of the above At least one of mode arrange support device 1;For example, support device can be used when long range keeps straight on track structure 2 1 equidistant mode is arranged;For example, in deflecting, climbing, it can be by the way of locally increasing multiple support devices 1 to stress Larger section of track structure 2 carries out reinforcement support;For example, when shunting out of the station, in order to cooperate the track on platform 401 to support, The track structure 2 in track structure 2 and platform 401 used in the traveling of vehicle 6 can be propped up by the way of mixed spacing Support is excessive.Further, in order to increase the adaptability to target area, support device 1 can be using in the ipsilateral of track structure 2 Arrangement can also arrange in a staggered manner in the two sides of track structure 2, can effectively hide the barrier on open shop route in this way Hinder region.
In the present solution, track structure 2 can be designed as according to the operation demand of target area by the form of closed circuit, One-way circulation operation can be carried out in target area;It can also be non-closed form by Track desigh, i.e., from originating point It issues, reaches the one way operation of final destination.
Embodiment one
On the basis of above-mentioned micro- rail rail system structure, as shown in figure 4, the support device 1 includes: support post 101 and Cantilever Beams 102;One end of the support post 101 is fixed in load-carrying members 103;The support post 101 it is another End is fixed with Cantilever Beams 102, and the Cantilever Beams 102 are for lifting the track structure 2.
In example 1, as shown in Figure 5 and Figure 6, the case where being arranged in target area according to track structure 2, track Structure 2 can be lifted on Cantilever Beams 102 there are many mode: first way is that the other end of the support post 101 is solid It is scheduled on the side of Cantilever Beams 102, the other side of the Cantilever Beams 102 is used for ceiling mounted tracks structure 2;The second way is, described The other end of support post 101 is fixed on the center position of Cantilever Beams 102, and the two sides of the Cantilever Beams 102 are respectively used to lift Track structure 2;The third mode is to be separately fixed on two support posts 101 by the both ends of Cantilever Beams 102, Cantilever Beams At least one track structure 2 is set on 102, if it is multiple when, there are safe spacings between every two track structure 2;4th kind Mode is that Cantilever Beams 102 are designed as square structure, and the center position of the wherein a line of the square structure is fixed on support post The side of 101 other end, the opposite side for fixing side with support post 101 of the Cantilever Beams 102 of the square structure is equipped with extremely A few track structure 2.It, can be according to the actual ground use space of target area by the combined use of above two mode Situation reduces the quantity of support device 1, and more concentrates compact Layout overall track structure 2, saves target area to the greatest extent The use space in domain.
In example 1, as shown in Figure 7 and Figure 8, the support post 101 is equipped with multilayer track structure 2, every layer of rail Road structure 2 is lifted by Cantilever Beams 102;Distance between every two layers of track structure 2 of the same side can at least accommodate vehicle 6 Overall structure.By the way that multilayer track structure 2 is arranged, it is ensured that on the basis of the occupied area for not increasing route, effectively increase Vehicle 6 on route runs quantity, to improve efficiency of operation, reduces land occupation usable floor area.In addition, can be saved by this design The occupied area of the bypass track structure 2 for offline platform 401 is saved, realization is both able to achieve vehicle in same small range section The operation of 6 backbones, and passenger can be facilitated to change station and ridden.In addition, platform structure 4 can be directly saved by this design, right The position setting staircase 414 and guardrail for answering vehicle 6 to stop, passenger reaches the area that waits of equivalent layer by staircase 414, to vehicle 6 Stop it is steady after, guardrail is opened, and after passenger enters vehicle 6, closed door and guardrail are realized and flexibly stopped, and small amount measurement is with taking out The purpose of visitor, to alleviate the crowded problem of 401 stream of people of main website platform.
In example 1, in order to reinforce support of the support post 101 to Cantilever Beams 102, the one of setting track structure 2 Reinforcing rib 217 is arranged in side, and side and the support post 101 of the reinforcing rib 217 are welded and fixed, the other side and Cantilever Beams 102 It is welded and fixed.
In example 1, as shown in Figure 9 and Figure 10, it is provided with fixed plate 104 on the Cantilever Beams 102, the fixed plate 104 edge is welded and fixed with Cantilever Beams 102, and the plate body of the fixed plate 104 is fixed by fixing piece and track structure 2;Institute State fixed plate 104 by being welded and fixed, modes and the fixation of Cantilever Beams 102 and track structure 2 such as bolt is fixed.Further, it is The rigidity for reinforcing fixed plate 104 and Cantilever Beams 102, is arranged multiple reinforcing ribs 217, the reinforcing rib 217 in fixed plate 104 Side and fixed plate 104 it is fixed, the other side and Cantilever Beams 102 are fixed.
In example 1, in order to reduce the integrally-built weight of support device 1, the support post 101 and Cantilever Beams 102 be hollow box-structure, and support post 101 and Cantilever Beams 102 are all made of steel profile or other meet rigidity requirement Material.
In example 1, as shown in figure 11, a portion of the load-carrying members 103 is pre-buried to below ground, uses In forming supporting part in conjunction with ground;Another part of the load-carrying members 103 bassets, and passes through ruggedized construction 109 It is fixed with one end of support post 101, forms the support section to Cantilever Beams 102 and track structure 2.In this example, load-bearing knot Structure 103 includes: base station 105 and pilum 106;Base station 105 is embedded in below ground, one end base station 105 of the pilum 106 it is upper Surface is fixed, and the other end bassets.
In example 1, as shown in figure 11, the base station 105 includes: pedestal 107 and is arranged in oblique on pedestal 107 Platform 108, one end of pilum 106 and the upper surface of base station 105 are fixed.Preferably, the pedestal 107, sloping platform 108 and pilum 106 It is structure as a whole, can choose armored concrete perfusion, can also be plated using integrated metal material outer surface anti-oxidant Material.In this example, it is contemplated that it is two kinds that track structure 2, which is lifted on the mode on Cantilever Beams 102, the mode lifted due to two kinds It is different to the force way of support post 101 with underlying structure, therefore, the important feature base station 105 of load-bearing has been made into one Step optimization;Be specifically divided into the following two kinds situation: the first situation, track structure 2 is suspended on 102 unilateral side of Cantilever Beams, at this point, track Structure 2 is larger to the unilateral stress of base station 105 by support post 101 and pilum 106, therefore, as shown in figure 12, in order to overcome Sloping platform 108 is designed as along the plummet section of 2 setting direction of track structure being non-isosceles trapezoid by the larger problem of unilateral stress, It is isosceles trapezoid along the plummet section of 6 driving direction of vehicle, in this way, sloping platform 108 is corresponding along the long waist of 2 setting direction of track structure It is arranged in 2 side of track structure;According to Analysis of materials mechanics it is found that along 6 driving direction base station of vehicle, 105 uniform force, 2 side of track structure can be by as described above non-to the stress of base station 105 by support post 101 and pilum 106 108 structure of isosceles sloping platform overcomes, and prevents damage of the track structure 2 to load-carrying members 103.Second situation, track structure 2 are hung The two sides for recording Cantilever Beams 102, at this point, track structure 2 is positive to the stress of base station 105 by support post 101 and pilum 106 Stress, stress concentrate on the front surface of base station 105, therefore, as shown in figure 13, by sloping platform 108 along 2 setting direction of track structure Plummet section and be both designed as isosceles trapezoid along the plummet section of 6 driving direction of vehicle, in this way, along 6 driving direction base of vehicle 105 uniform force of platform, the track structure 2 of 102 two sides of Cantilever Beams are 105 front surfaces of face base station to the stress resultant of base station 105 , will not track structure 2 load-carrying members 103 are generated with the damage of unilateral stress.
In example 1, as shown in figure 14, the ruggedized construction 109 includes: backing plate 110 and multiple reinforcing ribs 217;Institute It states backing plate 110 to be fixed on by fixing bolt on the ground for part of basseting, it is preferable that backing plate 110 utilizes multiple fixed spiral shells Bolt is fixed in the load-carrying members 103 for part of basseting across the bolt hole that 110 surrounding of backing plate is arranged in;The reinforcing rib 217 are evenly arranged on 101 surrounding of support post, and one side is welded and fixed with support post 101, and the other side and the welding of backing plate 110 are solid It is fixed.
In example 1, as shown in figure 15, illumination is further provided on the support post 101 of the support device 1 Equipment 111, the lighting apparatus 111 include: LED light 112 and light distribution device 113;The LED light 112 is arranged in not shadow The position that vehicle 6 is run is rung, while guaranteeing not block light when vehicle 6 is run.The setting of light distribution device 113 exists It is fixed in the distribution box on support post 101.All power distribution equipments being arranged in the distribution box can be from below ground The service cable of arrangement takes electricity, can also unify by a total power distribution equipment in distribution box to be other electrical equipment distribution.Institute It states and maintenance ladder 114 is further set on support post 101, micro- rail rail system is overhauled and safeguarded convenient for staff.
Embodiment two
On the basis of above-mentioned micro- rail rail system structure, as shown in figure 16, the track structure 2 includes: to be suspended on branch Multiple box tracks 201 with opening in support arrangement 1 on Cantilever Beams 102;Carrying vehicle is used for inside the box track 201 6 running mechanism 7, the erecting by overhang 8 between the vehicle 6 and running mechanism 7 passes through the opening, and can open described It is moved back and forth in mouthful.Wherein, the running mechanism 7 refers to, provides driving force, steering force, brake force isokinetic machine for vehicle 6 Structure.
In example 2, the two sides of the bottom of cabinet, the unilateral side of cabinet or cabinet can be set in the opening of the cabinet. When opening is arranged in the bottom of box, the running mechanism 7 hangs vehicle 6 by erecting by overhang 8, and running mechanism 7 is in box rail Vehicle 6 is held while movement in road 201, and drives vehicle 6 mobile in orbit.When the unilateral side of cabinet is arranged in opening, The running mechanism 7 hangs vehicle 6 by erecting by overhang 8, while running mechanism 7 moves in box track 201 by from The erecting by overhang 8 that body side opening is stretched out hangs vehicle 6, and drives vehicle 6 mobile in orbit;The rail of this side opening Road form can further extend in plurality of application scenes, such as on building wall, on the massif of sightseeing, on dykes and dams side wall Etc. opening up orbit space and opening, and the intensity of track is further reinforced using reinforcing modes such as armored concrete, by traveling machine Structure 7 is placed in orbit space, and the erecting by overhang 8 connecting with running mechanism 7 stretches out orbit space from opening, and hangs vehicle 6, While running mechanism 7 moves in box track 201, drive vehicle 6 mobile using erecting by overhang 8.When opening is arranged two When side, the support frame fixed with top of the rail and bottom can be set among cabinet at this time, top of the rail is used to support, by supporting Be respectively set running mechanism 7 in the two spaces for the box house that frame separates, each running mechanism 7 by erecting by overhang 8 with Vehicle 6 is fixed, and running mechanism 7 hangs vehicle 6 while movement in box track 201, and vehicle 6 is driven to move in orbit It is dynamic.It is preferably open using cabinet rail base in this programme.
In example 2, as shown in figure 17, the outside of each box track 201 is provided with multiple reinforcing frames 205, described Multiple reinforcing frames 205 are set in the outside of box track 201 at equal intervals;The reinforcing frame 205 is fixed by welding Outside track;Preferably, a reinforcing frame 205 is equipped with every 0.8 meter to 1.2 meters outside the box track 201.
In example 2, the end of each box track 201 is provided with connection frame 206, when two orbital dockings, benefit The screw hole being preset on connection frame 206 is passed through with fastener, will be fixed at two 201 end docking of box track.
Embodiment three
On the basis of above-mentioned micro- rail rail system structure, it is contemplated that in actual application, certain orbital segments can be by The thermal expansion and contraction occurred in use process causes track to generate Light deformation, therefore, as shown in figure 18, the special track One section of gap 204 is arranged in two rail connections of section, overcomes the Light deformation in track use process to ask using the gap 204 Topic.Meanwhile in order to guarantee that there are the two of gap 204 tracks to be bonded, need in two 201 outer covers of box track If a connected structure 202, fixed with carrying out firm support to two tracks;Meanwhile in order to guarantee vehicle 6 and running mechanism 7 Between erecting by overhang 8 pass through, offer on the connected structure 202 and opened with what 201 upper opening of box track matched Mouthful, erecting by overhang 8 is also cross the opening on box track 201 and connected structure 202, so that erecting by overhang 8 can smoothly exist It is moved in the opening of track and connected structure 202.Preferably, the width in the gap 204 is 20 millimeters to 40 millimeters.In addition, A part of the connected structure 202 is socketed in outside previous box track 201, another part of the connected structure 202 It is socketed in outside the latter box track 201, it is preferable that the part that the connected structure 202 is socketed two tracks is isometric.This In example, when connecting two box tracks 201 using connected structure 202, the end that box track 201 connects here is no longer Setting connection frame 206.
In the third embodiment, due to being provided with the gap 204, when running mechanism 7 is by this gap 204, top can be generated It winnows with a dustpan, therefore, as shown in figure 19, the bottom at the docking of 201 end of every two box track connected by linking case 203 is set Transition plates 207 and the spatial transition for accommodating the transition plates 207 are set, by transition plates 207 to running mechanism 7 by herein Shi Jinhang buffers transition, prevents the generation of running mechanism 7 from jolting;Preferably, the opening at the docking of two 201 ends of box track A transition plates 207 is respectively set in two sides.Wherein, the transition plates 207 is triangle profile, squared profile, oval profile Deng, it is preferable that the transition plates 207 is isosceles triangle profile, the long side of the isosceles triangle profile and track opening side Edge is concordant, the surface contacted with running mechanism 7 of the transition plates 207 and the surface of rail base contacted with running mechanism 7 In parallel.
In the third embodiment, on the basis of retaining existing for the gap 204, the spatial transition is two box tracks The region between the edge to match with 207 outer edge shape of transition plates reserved at 201 bottom docking, i.e., the described spatial transition Between wedge-shaped edge identical with the short side gradient of isosceles triangle profile reserved at two 201 bottom docking of box track Region, 5 millimeters to 10 millimeters of gap 218 is spaced between the transition plates 207 and wedge-shaped edge.For the ease of fixed transition Plate 207, the transition plates 207 be equipped with multiple fixation holes, the transition plates 207 using be welded and fixed or bolt fixation in the way of Cooperate fixation is described to be connected case 203 with the fixation hole.
In the third embodiment, as shown in figure 20, the connected structure 202 is the box-structure of both ends open, the box knot The bottom of structure offers the opening to match with 201 upper opening of box track, i.e., the described connected structure 202 is both ends open, and The linking case 203 of bottom opening.The total length of the linking case 203 is 1.2 meters to 1.5 meters;It is described linking case 203 with a thickness of 10 millimeters to 15 millimeters.In order to guarantee to be connected the rigidity of track at case 203, it is also equipped in the outside of the linking case 203 more A reinforcing frame 205, the multiple reinforcing frame 205 are set in the outside of linking case 203 at equal intervals;The reinforcing frame 205 passes through The mode of welding is fixed on outside linking case 203;Preferably, one is equipped with every 0.2 meter to 0.3 meter outside the linking case 203 A reinforcing frame 205.Reinforcing frame 205 of the track structure 2 by being arranged on linking case 203 and the fixed plate in support device 1 104 is fixed.
Example IV
On the basis of above-mentioned micro- rail rail system structure, as shown in Figure 1 to Figure 3, micro- rail rail system includes: straight Line segment 213, curved section 214 and slope section 215;The straightway 213 includes track knot described in embodiment two and embodiment three Structure 2;The curved section 214 and slope section 215 are comprising track structure 2 described in embodiment two.
In example IV, as shown in figure 21, in order to guarantee the safety of vehicle 6 and running mechanism 7 during turning Passability, the curved section 214 bending angle needs further determined that according to the turning radius of the running mechanism 7, i.e., The bending angle of the curved section 214 and the turning radius of the running mechanism 7 match.
In example IV, as shown in figure 22, the slope section 215 is in addition to including basic structure described in embodiment two It outside, further include the anti-skid structure 216 that track bottom interior surface is set, the anti-skid structure 216 is anti-slip rubber or has anti- The antiskid plate of sliding rib;Further, in order to guarantee turning during the safety of vehicle 6 and the passability of running mechanism 7, institute The bending angle for stating the vertical direction in slope section 215 needs the climbing power according to the running mechanism 7 and radius of climbing determines, The bending angle in the plummet direction in the i.e. described slope section 215 will be with the climbing power and climbing radius phase of the running mechanism 7 Match.By the straightway 213, curved section 214 and the cooperation in slope section 215, it can be achieved that the turn of single course, climb and fall and It is common to advance.
Embodiment five
On the basis of above-mentioned micro- rail rail system structure, as shown in figure 23 and figure 24, micro- rail rail system includes: For cooperating the switch structure 3 of transformation travel route with 6 running mechanism 7 of vehicle.The switch structure 3 includes: track switch upper plate 301, the first track switch side plate 302, track switch lower plate 303 and the second track switch side plate 304;The track switch upper plate 301, the first track switch side plate 302, successively fixed one surrounded has the steering for merging end and separating end empty for track switch lower plate 303 and the second track switch side plate 304 Between, 6 running mechanism 7 of vehicle can carry out travel route transformation in the steering space.As shown in figure 25, the track switch The lower surface of upper plate 301 is equipped with the first guide plate 305 and the second guide plate 306, first guide plate 305 and the second guide plate 306 are fixedly connected at the merging end, and the bending direction of second guide plate 306 is towards the first guide plate 305, i.e., described Second guide plate 306 is oriented to vehicle 6 to the direction away from the first guide plate 305 in the separating end, and described first leads It is 10 ° to 15 ° to the angle formed between plate 305 and the second guide plate 306.As shown in figure 26, in order to cooperate vehicle 6 and traveling The movement of erecting by overhang 8 between mechanism 7, the track switch lower plate 303 are respectively equipped with the first targeting port and the second targeting port, and described One targeting port and the second targeting port cross at the merging end, and respectively correspond the first guide plate 305 and the second guide plate 306 Position is separated in separating end.Due to offering the first targeting port and the second targeting port in track switch lower plate 303, and the first targeting port and Second targeting port crosses at the merging end, and separates in separating end, and therefore, track switch lower plate 303 is divided into three parts, and first Part is connect with the first track switch side plate 302, second part is hanging, and Part III is connect with the second track switch side plate 304, is thus gone out Second part vacantly unsupported problem is showed.In this example, the separating end of the switch structure 3 is further provided with separator frame 310, the separator frame 310 is fixed with the track switch lower plate 303 of track switch upper plate 301 and overhanging portion respectively, can solve in this way The support of 303 overhanging portion of track switch lower plate, and can two be formed with the first track switch side plate 302 and the second track switch side plate 304 respectively Item separates track, and guide plate and targeting port is assisted vehicle 6 to be oriented to and converted travel route in turning to space.That is, institute It states the side of separator frame 310 and track switch upper plate 301, the first track switch side plate 302, the first targeting port and track switch lower plate 303 surrounds One separation track;The other side of the separator frame 310 and track switch upper plate 301, the second track switch side plate 304, the second targeting port and Track switch lower plate 303 surrounds Article 2 separation track.As shown in figure 25, it is preferable that the separator frame 310 uses template profile;Plate Type profile is bent to hollow triangular structure shape separator frame 310.
After the running mechanism 7 enters from the merging end of switch structure 3 or separating end, utilize what is be arranged on running mechanism 7 Directive wheel and guide plate match vehicle 6 is oriented to during, due among switch structure 3 have idle area, walk Row mechanism 7 will appear one section of unilateral vacant state in the guide space of switch structure 3, at this point, directive wheel rests on guide plate On, as the guide support of running mechanism 7, running mechanism 7 is smoothly transitioned into rail holding state from unilateral vacant state; If running mechanism 7 enters from end is merged, the rail portion for restoring bilateral rail holding state passes through the first of track switch lower plate 303 The overhanging portion or the Part III of track switch lower plate 303 and the overhanging portion of track switch lower plate 303 of part and track switch lower plate 303 mention For;If running mechanism 7 enters from separating end, the rail portion for restoring bilateral rail holding state passes through track switch lower plate 303 The Part III of first part and track switch lower plate 303 provides.Specific guidance mode is as follows:
Passing through track switch, and in steering procedure, the first deflecting roller being arranged on the running mechanism 7 reaches switch structure In track before 3, current position need to be jumped to the setting direction of the second guide plate 306 (that is, if the first deflecting roller is worked as Front position is not in the setting direction of the second guide plate 306, then the first deflecting roller need to jump to the second guide plate 306 from current location Setting direction;If the current location of the first deflecting roller is in the setting direction of the second guide plate 306, the first deflecting roller is not It is jumped);When running mechanism 7 enters switch mechanism, the first deflecting roller leans on the second guide plate 306, and according to The guide direction of second guide plate 306 drives vehicle 6 to change direction of travel, when running mechanism 7 drives to 3 separating end of switch structure When, vehicle 6 completes orbital transfer, subsequently enters the variation route track connecting with separating end, and according to transformed variation route rail Continue to travel in road.
By track switch, but vehicle 6, not in steering procedure, the first deflecting roller being arranged on the running mechanism 7 reaches In track before switch structure 3, current position need to be jumped to the setting direction of the first guide plate 305 (that is, if first turn To the current location of wheel not in the setting direction of the first guide plate 305, then the first deflecting roller need to jump to first from current location The setting direction of guide plate 305;If the current location of the first deflecting roller is in the setting direction of the first guide plate 305, One deflecting roller does not need to be jumped);When running mechanism 7 enters switch mechanism, the first deflecting roller leans on the first guide plate 305, and drive vehicle 6 to keep former direction of travel according to the guide direction of the first guide plate 305, when running mechanism 7 drives to Branch off 3 separating end of structure when, vehicle 6 is completed through switch structure 3, and it is constant change driving direction, subsequently enter and separating end connect The track of the former driving direction connect, and continue to travel according to former travel route.
In embodiment five, as shown in figure 23, in order to cooperate the first guide plate 305 and the second guide plate in switch structure 3 306 guiding operation, is further provided with third guide plate 311 in the lower surface of the track switch lower plate 303 of the switch structure 3, excellent Selection of land, respectively close to 302 side of the first track switch side plate and close to 303 following table of track switch lower plate of 304 side of the second track switch side plate Third guide plate 311 is fixed in face.
Passing through track switch, and in steering procedure, the second deflecting roller being arranged on the running mechanism 7 reaches switch structure In track before 3, need to it is synchronous with the first deflecting roller by current position jump to the second guide plate 306 setting direction (that is, If the current location of the second deflecting roller is not in the setting direction of the second guide plate 306, the second deflecting roller need to be jumped from current location Go to the setting direction of the second guide plate 306;If the current location of the second deflecting roller is in the setting side of the second guide plate 306 To then the second deflecting roller does not need to be jumped);When running mechanism 7 enters switch mechanism, the second deflecting roller leans on close The third guide plate 311 of second track switch side plate, 304 side, in the first deflecting roller according to the guide direction band of the second guide plate 306 While motor-car 6 changes into direction, effect of second deflecting roller as assisted diversion, assist the first deflecting roller to vehicle 6 into Row transition, when running mechanism 7 drives to 3 separating end of switch structure, vehicle 6 completes orbital transfer, subsequently enters and divides Variation route track from end connection, and continue to travel according to transformed variation route track.
By track switch, but vehicle 6, not in steering procedure, the second deflecting roller being arranged on the running mechanism 7 reaches It, need to the setting that current position is jumped to the first guide plate 305 synchronous with the first deflecting roller in track before switch structure 3 (that is, if the current location of the second deflecting roller is not in the setting direction of the first guide plate 305, the second deflecting roller need to be from working as in direction Front position jumps to the setting direction of the first guide plate 305;If the current location of the second deflecting roller is in the first guide plate 305 Setting direction, then the second deflecting roller does not need to be jumped);When running mechanism 7 enters switch mechanism, the second deflecting roller is leaned on Against the third guide plate 311 close to 302 side of the first track switch side plate, in the first deflecting roller leading according to the first guide plate 305 While driving vehicle 6 to keep former direction of travel to direction, effect of second deflecting roller as assisted diversion assists first to turn to The support transition of vehicle 6 when wheel carries out passing through track switch to vehicle 6, when running mechanism 7 drives to 3 separating end of switch structure, vehicle 6 complete through switch structure 3, and it is constant change driving direction, subsequently enter the rail for the former driving direction connecting with separating end Road, and continue to travel according to former travel route.
In embodiment five, as shown in Figure 23 and Figure 27, when running mechanism 7 passes through switch structure 3, it is single for having a distance Side vacant state, running mechanism 7 needs to lean on the first guide plate 305 or the second guide plate 306 by the first deflecting roller at this time Support force and the second deflecting roller lean on the support force of third guide plate 311, the running mechanism 7 for supporting hanging side is smoothly logical Cross 1 meter to 1.2 meters long hanging region.It is oriented to guarantee vacantly can firmly lean on by deflecting roller when hanging region The height of plate, first guide plate 305 and the second guide plate 306 is designed as 20 millimeters to 30 millimeters, the third guide plate 311 height is designed as 50 millimeters to 70 millimeters;Wherein, the height of the third guide plate 311 includes the height for targeting part The height of degree and the part for fixing turnout external reinforcing frame 205, the height of 311 targeting part of third guide plate and solid The height ratio for determining part is 1:1.
In embodiment five, when running mechanism 7 is restored to rail holding state from unilateral vacant state, need by point Track switch lower plate 303 from frame 310 and the overhanging portion for being fixed on its lower end makes running mechanism 7 be restored to the support of bilateral rail, this When, running mechanism 7 is since unilateral side support has small inclination, when running mechanism 7 touches separator frame 310, with separator frame It the front end of the track switch lower plate 303 of the overhanging portion of 310 connections can be to the wheel in running mechanism 7 to there is blocking, although this stop It is smaller, but for middle low speed operation running mechanism 7 for can generate it is certain jolt, can also be to the wheel on running mechanism 7 To abrasion is generated, therefore, as shown in Figure 28 and Figure 29, in order to cooperate running mechanism 7 to be restored to rail branch from unilateral vacant state The front position of the track switch lower plate 303 for the overhanging portion connecting with separator frame 310 in this example, is adjusted downwards one by support state Section distance, i.e., the position of the front end of the track switch lower plate 303 for the overhanging portion connecting with separator frame 310 are bent downwardly 1 millimeter to 2 millis Rice, so as to there is the wheel in the running mechanism 7 of small skew in overhead positions smoothly to touch hanging of connecting with separator frame 310 The front end of the track switch lower plate 303 of empty part, to be restored to bilateral rail holding state from unilateral vacant state to running mechanism 7 Linking transition is carried out, running mechanism 7 is avoided to generate the abrasion jolted and to wheel pair in running mechanism 7.
In embodiment five, as shown in figure 30, the first guide plate 305 and the second guide plate 306 are in the conjunction in order to prevent And the junction held blocks the operation of the first directive wheel or has scratching to the first directive wheel, in the first guide plate 305 and the The junction of two guide plates 306 increases connection structure 307, to overcome the operation to the first directive wheel to block or to the first directive wheel Scratching problem;Preferably, the connection structure 307 is arc-shaped plate body, first guide plate 305 and the second guide plate 306 fix with two linear edges of arc-shaped plate body respectively, alternatively, the connection structure 307 is cylindrical body, the first guide plate 305 and second guide plate 306 fixed in a manner of being connect with cylindrical body tangent line, it is preferable that the connection structure 307 be open circles Cylinder.Since buffer structure 308 is designed as arcuate structure, the operation caused by directive wheel can be connected to avoid corner angle and block and draw Damage problem.
In embodiment five, as shown in figure 30, led in order to which the first deflecting roller is preferably transitioned into first from rest position To on plate 305 or the second guide plate 306, respectively in the connection structure 307 and the first guide plate 305 and the second guide plate 306 Between the first buffer structure 308 and the second buffer structure 308 are set;One end of first buffer structure 308 and the first guide plate 305 are welded and fixed, and the other end is welded and fixed with connection structure 307;One end of second buffer structure 308 and the second guide plate 306 are welded and fixed, and the other end is welded and fixed with connection structure 307.In this example, the buffer structure 308 can be plane The buffer board 309 of structure;Not in the same plane, also, the buffer board 309 is to described for the buffer board 309 and guide plate Deviate in the convergence direction of first guide plate 305 and the second guide plate 306;Preferably, the deviation angle of the buffer board 309 is 3 ° To 5 °, after the first steer wheel contact is to buffer board 309, it is gradually transitions on the first guide plate 305 or the second guide plate 306, The first deflecting roller is avoided to avoid the damage to guide plate to the direct impact of guide plate.The buffer structure 308 can also design For or arcuate structure buffer board 309, the bending direction of the arc plate body is away from first guide plate 305 and the second guiding The convergence direction of plate 306;Preferably, the bending radius of the arc plate body is 1 meter to 1.1 meters.
In embodiment five, first guide plate 305 and the second guide plate 306 can also directly pass through buffer structure 308 are fixedly connected on the lower surface that the switch structure 3 merges the track switch upper plate 301 at end.At this point, buffer structure 308 can be Plane plate or curved surface plate body, plate body is bent, and after setting treatment, forms U-shaped structure;Directly the U-shaped structure is welded Predeterminated position in 301 lower surface of track switch upper plate, one end of U-shaped structure are connect with one end of the first guide plate 305, the other end It is connect with one end of the second guide plate 306.Design in this way can save the use of connection structure 307, save manufacture material Material and processing cost.Pass through this U-shaped structure, it can overcome and block or the operation of the first directive wheel to the first directive wheel Scratching problem, and the first deflecting roller smoothly can be transitioned into the first guide plate 305 or the second guide plate 306 from rest position On.
In embodiment five, as shown in figure 23, in order to guarantee the intensity of switch structure 3, in the external setting of switch structure 3 Multiple reinforcing frames 205, to guarantee the whole intensity of switch structure 3.In this example, the reinforcing frame 205 can pass through welding Mode is fixed on outside switch structure 3.Further, according to the actual strength demand at each position of switch structure 3, any adjustment adds The fixation position of strong frame 205.In order to guarantee the intensity of guide plate, increase between the first guide plate 305 and the second guide plate 306 Multiple reinforcing ribs 217 further increase the enabling capabilities to deflecting roller to guarantee the intensity of guide plate.In order to guarantee suspending part The intensity for the track switch lower plate 303 divided increases multiple vertical and horizontal staggered reinforcing ribs 217 in 303 lower surface of track switch lower plate of the part, To guarantee that the track switch lower plate 303 of overhanging portion can have the running mechanism 7 in enough intensity Inhaul operations.For the ease of track switch Structure 3 is connect with other track structures 2, in the connecting pin setting connection frame 206 with other tracks of switch structure 3, utilizes spiral shell Bolt passes through the through-hole being preset on connection frame 206, and switch structure 3 and other track structures 2 is fixed.
Embodiment six
On the basis of above-mentioned micro- rail rail system structure, as shown in Figure 16 and Figure 31, the inner wall of the box track 201 It is equipped with power supply module 208, the power supply module 208 is matched with the power receiving device on running mechanism 7 is combined into vehicle 6 and running mechanism 7 power supplies.If the box track 201 is under shed, the power supply module 208 is arranged in the side wall of box track 201 Surface;If the box track 201 is both-side opening, the branch among box track 201 is arranged in the power supply module 208 On support.
In the present embodiment six, the power supply module 208 is trolley 209, and the trolley 209 utilizes fixed device 210 It is fixed on box track 201 along 6 driving direction of vehicle, height of the trolley 209 in box track 201 is wanted and traveling Power receiving device height in mechanism 7 matches.The fixed device 210 includes: multiple support bases for fixing trolley 209 211;The support base 211 also cross support base 211 and is set in advance in 201 side wall of box track or branch using fixing bolt Through-hole on support, on the side wall or support frame that support base 211 is fixed on box track 201 using nut.In order to prevent Loosening for fastener can increase lock washer between bolt and the side wall or support frame of box track 201.The multiple branch Support seat 211 is arranged on the side wall or support frame of box track 201 at equal intervals.The fixed device 210 further comprises: using In the end cap 212 for covering the naked bolt being exposed on the external and nut.In this example, what it is due to the introducing of trolley 209 is 220V exchange Electricity, therefore the support base 211 is adopted and is made from an insulative material, and prevents trolley 209 and track from forming conduction, causes safety hidden Suffer from.
Embodiment seven
As shown in figure 32, on the basis of above-mentioned micro- rail rail system structure, micro- rail rail system further include: be used for The platform structure 4 for concentrating waiting and pick-up point is provided for passenger.The rail in micro- rail rail system is arranged in the platform structure 4 2 lower section of road structure, it is preferable that working line can be divided into main working line and bypass working line, and platform 401 can be set The lower section of main working line also can be set in the lower section of bypass working line, and platform structure 4 is arranged in micro- rail rail system Bypass track lower section, do not influence it is main operation main line track normal operation.
In embodiment seven, main working line or the track structure 2 for bypassing working line can will be high by slope section 215 Low latitude position is fallen under the track structure 2 of empty position, the lower section of the track structure 2 of low latitude position is arranged in the platform 401, this When, platform 401 can be designed as low latitude platform 401, may be designed in ground platform 401, more flexible adaptation target area The actual environment in domain.
In embodiment seven, the platform structure 4 includes: to be arranged in below suspension type rail structure 2 to stop for vehicle 6 By the platform 401, platform column 402 and supporting beam 403 waited with passenger;The platform column 402 is fixed on platform 401, The supporting beam 403 is welded and fixed with platform column 402.Track structure 2 above platform 401 passes through multiple platform columns 402 and supporting beam 403 lifting be fixed on platform 401;Vehicle 6 passes through the running mechanism 7 being arranged in track structure 2 and is used for The erecting by overhang 8 of connection vehicle 6 and running mechanism 7 is suspended between track structure 2 and platform 401.It is set on the platform structure 4 There are at least one of maintenance room, control room 404 and maintenance 406 three of the above structure of library.
In embodiment seven, the platform 401 is erected at the overhead platform 401 of shape in the air, this example by supporting framework In, the height of overhead platform 401 can change according to the setting height of track structure 2.At this point, the lower section of overhead platform 401 Control room 404 and/or meeting room 405 can be set;The basis and support construction of the control room 404 and/or meeting room 405 are equal Using the platform basis of platform structure 4 and supporting framework;The wall body structure of the control room 404 and/or meeting room 405 is fixed on On support frame as described above structure.As shown in figure 33, control room 404 and/or meeting room 405 are arranged below platform 401, control room 404 And/or the surroundings wall of meeting room 405 passes through the supporting framework of platform 401 and fixes, control room 404 and/or meeting room 405 Ground directlys adopt the ground of platform structure 4, takes full advantage of the use space of 401 lower section of high-altitude platform, reduces construction land. The maintenance room can adjust the position on setting platform structure 4, setting according to the space occupied and service condition of platform 401 When to save use space, facilitate subject to maintenance.
In embodiment seven, as shown in figure 34, the platform structure 4 is integrated with maintenance library 406, overhauls library 406 Storehouse 408 and the external frame of platform structure 4 be combined into one, construction cost is greatly saved, overhauls in library 406 and is provided with inspection Equating platform 407, the overhead platform 401 and support device 1 are separately positioned on 407 two sides of inspection platform, from main working line point The wherein by-pass line that branch comes out introduces storehouse 408, and the end of the track structure 2 of by-pass line and inspection platform 407 connect It connects, convenient for the storage maintenance of vehicle 6;For further easy access, the side and below of overhead platform 401 is provided with inspection respectively Repair staircase 414 and maintenance storehouse 406.
In embodiment seven, the platform structure 4 includes: platform top 409, the outer guardrail 413 of turntable, waiting 410 and of guardrail Automatic ticket booking device 412.The platform top 409 is fixed on the top of bypass track by multiple platform columns 402.The turntable Outer guardrail 413 is arranged around 401 surrounding of platform, prevents external staff from arbitrarily entering.The waiting guardrail 410 is equipped with stopping sliding door 411, and be arranged on the platform 401 of bypass track two sides, it prevents waiting personnel to be strayed into vehicle 6 and stops area, cause unnecessary Personal injury.The entrance of platform structure 4 is arranged in the automatic ticket booking device 412.According to the form of high-altitude platform 401, Elevator or staircase 414 can also be further set convenient for passenger's in-track platform 401.
In embodiment seven, the platform structure 4 includes: to be arranged in along 401 edge of platform of 6 driving direction of vehicle Baffle.Preferably, baffle is provided at 401 edge of platform that vehicle 6 was driven out to and was driven out to side.The baffle can be with Vertical Square The mode translated to overturning, horizontal direction overturning, vertical direction translation or horizontal direction realizes opening and closing.For example, the baffle with 401 edge of platform is hinged, and fixed by multiple upset connecting rods and platform 401;The upset connecting rod passes through overturning motor and tooth Wheel group realizes the overturning to baffle.Under conventional sense, the baffle on platform 401 is in the shape perpendicular to 401 upper surface of platform State, when vehicle 6 will drive into, vehicle 6 drives into the upset connecting rod of side by the driving of overturning motor and gear set, drives baffle Movement, and the position with the upper surface level of platform 401 is reached, so that vehicle 6 can smoothly drive into platform 401, to vehicle 6 After smoothly driving into platform 401, upset connecting rod drives baffle to return to initial bit again by the driving of overturning motor and gear set It sets.When vehicle 6 will be driven out to platform 401, the upset connecting rod that vehicle 6 is driven out to side passes through the driving of overturning motor and gear set, Baffle movement is driven, and reaches the position with the upper surface level of platform 401, so that vehicle 6 can smoothly be driven out to platform 401, after vehicle 6 is smoothly driven out to platform 401, upset connecting rod drives baffle again by the driving of overturning motor and gear set Return to initial position.For example, the baffle and the guardrail 413 of platform 401 is hinged, pass through the level that driving device realizes baffle The overturning in direction.For example, the baffle plate setting is the form of stopping sliding door, it is fixed on 401 edge of platform.
Embodiment eight
As shown in figure 35, on the basis of above-mentioned micro- rail rail system structure, micro- rail rail system further include: be used for When occurring prominent situation during vehicle 6 is runed, the relief structure 5 of height rescue is carried out to passenger.The relief structure 5 wraps It includes: Succor plain stage 501 and fire escape 502.The Succor plain stage 501 is arranged below vehicle 6, is having no effect on vehicle 6 just Normal form operation;One end of the fire escape 502 passes through fixed device 210 and is fixed on Succor plain stage 501, and the other end is fixed On the ground.In this example, the relief structure 5 can be arranged in row line for the national games, can also be arranged in segment, tool Body can be adjusted flexibly according to the setting area of micro- rail rail system.
In embodiment eight, the Succor plain stage 501 can be directly anchored to the predetermined position of support post 101, guarantee Passenger can conveniently trample onto Succor plain stage 501 when walking out from car.The Succor plain stage 501 can also pass through liter Falling unit and turnover device are arranged on support post 101;In 6 normal operation of vehicle, Succor plain stage 501 is collapsed state, Succor plain stage 501 is arranged in parallel with support post 101, when there are emergency situations, is opened up Succor plain stage 501 using turnover device It opens, the state vertical with support post 101 is formed, and Succor plain stage 501 is risen into appropriate height using lifting device, to passenger It is rescued.
In embodiment eight, the turnover device includes: overturning motor and hydraulic connecting rod, and the overturning motor setting is being propped up It supports in column 101, is powered by the equipment box on support post 101;It overturns the hydraulic connecting rod of motor driven and realizes Succor plain stage 501 Stretching, extension and pack up;One end of the hydraulic connecting rod is fixed on lifting device, and the other end is for fixing Succor plain stage 501;This In example, in order to guarantee the stability of Succor plain stage 501, the fixed support Succor plain stage 501 of multiple hydraulic connecting rods can be passed through.
In embodiment eight, the lifting device includes: lifting motor, rack-plate and gear plate;The lifting motor is set It sets in support post 101, is powered by the equipment box on support post 101;The rack-plate is being propped up along the setting of plummet direction It supports in column 101, lifting motor driving gear plate moves on rack-plate, realizes the lifting of Succor plain stage 501.Wherein, described One end of hydraulic connecting rod is fixed on gear plate, and the other end is for fixing Succor plain stage 501.
In embodiment eight, the fire escape 502 can be hollow cylindrical structure, and passenger can enter cylindrical structure It is interior, ground is reached by sliding;The fire escape 502 or staircase 414, passenger can directly be walked by staircase 414 To ground.During arranging fire escape 502, guarantee that fire escape 502 does not influence the normal operation of vehicle 6 as far as possible;Example Such as, in micro- rail rail system completely setting relief structure 5, fire escape 502 be can be set in the two sides of track structure 2;Example Such as, when relief structure 5 is arranged in certain sections of micro- rail rail system, fire escape 502 both can be set in track structure 2 Two sides also can be set at the both ends of Succor plain stage 501.In this example, the fire escape 502 may further be arranged to can Stretching structure, to adapt to the rescue position after Succor plain stage 501 is gone up and down.
In embodiment eight, in order to further ensure the safety of passenger, it can be arranged on the surface of Succor plain stage 501 anti-skidding Structure 216;The anti-skid structure 216 can be fusiform structure, be also possible to rubber material etc..Further, it can rescue flat Guardrail is arranged in the two sides of platform 501, and passenger is avoided the danger fallen occur in high-altitude;The setting position of the guardrail does not influence to evacuate The setting position in channel 502.
Although not by all embodiments according to arrangement during should be noted that the description of above-mentioned specific embodiment Combined mode is described, and still, is taken it will be understood by a person skilled in the art that all of above embodiment can be freely combined Match, is not limited only to the technical solution and scene that each embodiment is shown.
Obviously, those skilled in the art can carry out various modification and variations without departing from the essence of the application to the application Mind and range.In this way, if these modifications and variations of the application belong to the range of the claim of this application and its equivalent technologies Within, then the application is also intended to include these modifications and variations.

Claims (23)

1. a kind of micro- track turnout structure, which is characterized in that micro- track turnout structure (3) includes: by track switch upper plate (301), Successively fixed one surrounded has merging end for one track switch side plate (302), track switch lower plate (303) and the second track switch side plate (304) With the steering space of separating end;
The lower surface of the track switch upper plate (301) is equipped with the first guide plate (305) and the second guide plate (306), and described first leads It converges to plate (305) and the second guide plate (306) at the merging end, and is separated in the separating end;
The track switch lower plate (303) is equipped with the first targeting port and the second targeting port, and first targeting port and the second targeting port exist The merging end crosses, and respectively corresponds the first guide plate (305) and separate with the position of the second guide plate (306) in separating end;
The track switch lower plate (303) is divided into three parts by the first targeting port and the second targeting port of the track switch lower plate (303); First part connect with the first track switch side plate (302), and second part is connect by separator frame (310) with track switch upper plate, third portion Divide and is connect with the second track switch side plate (304);
The front end of the track switch lower plate (303) for the second part being connect in the track switch lower plate (303) with the separator frame (310) to Lower bending a distance.
2. micro- track turnout structure according to claim 1, which is characterized in that described to connect with the separator frame (310) The distance that the front end bending of the track switch lower plate (303) of second part moves down is 1 millimeter to 2 millimeters.
3. micro- track turnout structure according to claim 1, which is characterized in that the track switch lower plate (303) and separator frame (310) lower surface of coupling part is equipped with multiple vertical and horizontal staggered reinforcing ribs (217).
4. micro- track turnout structure according to claim 1, which is characterized in that the separator frame (310) is to utilize plane Material is bent manufactured hollow triangle structure.
5. micro- track turnout structure according to claim 1, which is characterized in that the lower surface of the track switch lower plate (303) is set There are third guide plate (311).
6. micro- track turnout structure according to claim 5, which is characterized in that the third guide plate (311) is respectively set Track switch in the track switch lower plate (303) for being located at first of trouble side plate (302) side and positioned at second track switch side plate (304) side In lower plate (303).
7. micro- track turnout structure according to claim 1 or 6, which is characterized in that the outside of micro- track turnout structure (3) Equipped with multiple reinforcing frames (205).
8. micro- track turnout structure according to claim 7, which is characterized in that the height of the third guide plate (311) includes: Height for the height of targeting part and for fixing turnout external reinforcing frame (205) part;
The height ratio of the height of the height and fixed part of the targeting part of the third guide plate (311) is 1:1.
9. micro- track turnout structure according to claim 1, which is characterized in that first guide plate (305) and second is led To between plate (306) be equipped with multiple reinforcing ribs.
10. rail system according to claim 1, which is characterized in that first guide plate (305) is planar structure, Second guide plate (306) is curved-surface structure;
The bending direction of second guide plate (306) is towards the first guide plate (305), and second guide plate (306) is in institute Separating end is stated to be oriented to vehicle (6) to the direction away from the first guide plate (305).
11. a kind of micro- rail rail system, which is characterized in that including micro- track turnout as described in claims 1 to 10 any one Structure (3);
There is box track (201) connection of opening by lower end, and in two micro- rails between the micro- track turnout structure (3) of every two A main working line and a by-pass line are formed between switch structure (3);
The lower section of the box track (201) of the by-pass line is equipped with platform;The box track (201) of the by-pass line passes through The platform column (402) being fixed on platform (401) and the supporting beam (403) and platform that are fixed on platform column (402) (401) fixed;
Vehicle (6) is detached from main operating line by previous micro- track turnout structure (3) and enters platform structure (4), passes through latter micro- rail Switch structure (3) imports main operating line.
12. platform structure according to claim 11, which is characterized in that the platform (401) is set up by supporting framework In the overhead platform of shape in the air.
13. platform structure according to claim 11 or 12, which is characterized in that the platform (401) passes through supporting framework It is erected at the overhead platform of shape in the air.
14. platform structure according to claim 11, which is characterized in that platform (401) setting is in maintenance library (406);
Inspection platform (407) are equipped in the maintenance library (406), the inspection platform (407) is arranged in box track (201) At least side;
Vehicle (6) is detached from main operating line by previous micro- track turnout structure (3) and enters maintenance library (406), passes through latter micro- rail Switch structure (3) imports main operating line.
15. rail system according to claim 11, which is characterized in that the platform structure (4) further comprises: platform It pushes up (409), the platform top (409) is fixed on the lower section of track structure (2) by multiple platform columns (402).
16. rail system according to claim 11, which is characterized in that the platform structure (4) further comprises: waiting Guardrail (410), waiting guardrail (410) are arranged on the platform (401) of track structure (2) two sides;
The waiting guardrail (410) is equipped with stopping sliding door (411).
17. rail system according to claim 11, which is characterized in that the platform structure (4) further comprises: automatic Ticket-selling device (412), the automatic ticket booking device (412) are arranged at the entrance of platform structure (4).
18. rail system according to claim 11, which is characterized in that the platform structure further comprises: around station The outer guardrail (413) of the platform of platform structure surrounding arrangement.
19. rail system according to claim 11, which is characterized in that the platform structure further comprises: with high-altitude The staircase (414) or elevator of platform connection.
20. rail system according to claim 11, which is characterized in that the platform (401) is equipped with through platform Groove body and the guide beam inside groove body is set along vehicle (6) direction of travel;
Guide frame on the guide beam and vehicle (6) provides the guiding that enters the station for vehicle.
21. rail system according to claim 1, which is characterized in that be arranged on the platform side along vehicle (6) driving direction Baffle at edge.
22. rail system according to claim 21, which is characterized in that the baffle is with vertical direction overturning, level side The mode translated to overturning, vertical direction translation or horizontal direction realizes opening and closing.
23. rail system according to claim 21, which is characterized in that be driven out to and be driven out to the platform side of side in vehicle (6) Edge is provided with baffle.
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