CN207496670U - A kind of micro- rail platform structure - Google Patents

Abstract

A kind of micro- rail platform structure is provided in the embodiment of the present application, the platform structure includes：The platform being arranged below track structure；The platform column being fixed on platform；With the supporting beam for being used to lift the track structure being fixed on platform column；Vehicle is suspended on by the running mechanism that is arranged in track structure and for connecting the erecting by overhang of vehicle and running mechanism below track structure, and is passed through mobile in track structure of running mechanism and driven vehicle on track structure using erecting by overhang.This programme integrates control room and/or maintenance library with platform, takes full advantage of above and below overhead platform using space, reduces construction land, economize the land resource.Control room, storehouse framework using platform column and basis, save construction cost.

Description

A kind of micro- rail platform structure

Technical field

This application involves suspension type traffic techniques, and in particular, to a kind of platform for the rail traffic system that declines for suspension Structure.Herein described micro- rail refers to：Track width is the suspension type traffic system of below 600mm.

Background technology

Urban track traffic is referred 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 be vehicle on the trapped orbit of ground, the power plant of vehicle is utilized to generate 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 that a kind of all fronts hang skyborne Rail Transit System, 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.

Utility model content

One of to solve above-mentioned technical problem, the utility model provides a kind of micro- rail platform structure, the platform structure 4 Including：

It is arranged on the platform 401 of 2 lower section of track structure；

The platform column 402 being fixed on platform 401；With,

The supporting beam 403 for being used to lift the track structure 2 being fixed on platform column 402；

Vehicle 6 passes through the running mechanism 7 that is arranged in track structure 2 and the hanging for connecting vehicle 6 and running mechanism 7 Device 8 is suspended on 2 lower section of track structure, and passes through mobile utilization erecting by overhang 8 of the running mechanism 7 in track structure 2 and drive Vehicle 6 is on track structure 2.

The beneficial effects of the utility model are as follows：

Herein described technical solution sets high-altitude according to the operation characteristic of suspension type traffic in the bypass of vehicle operation Or low latitude platform, passenger is facilitated to provide interim stop when concentrating waiting by bus and vehicle loading passenger.This programme is by control room And/or maintenance library is integrated with platform, is taken full advantage of above and below overhead platform using space, is reduced to build and use Ground economizes the land resource.Control room, storehouse framework using platform column and basis, save construction cost.

Description of the drawings

Attached drawing described herein is used for providing further understanding of the present application, forms the part of the application, this Shen Illustrative embodiments and their description please do not form the improper restriction to the 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 that rail system mesoslope section described in this programme supports；

Fig. 3 is the schematic diagram that curved section supports 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 for the schematic diagram of the fixed plate of ceiling mounted tracks structure described in this programme；

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 the schematic diagram that running mechanism described in this programme is arranged in track structure；

Figure 17 is the schematic diagram that reinforcing rib is arranged 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 rebound 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 switch structure described in this programme；

Figure 24 is the schematic diagram described in this programme at the top of switch structure；

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 switch structure described in this programme；

Figure 29 is the schematic diagram that the front end of track switch lower plate being connect 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 and control room described in this programme integrate；

Figure 34 is platform described in this programme and overhauls the schematic diagram that library integrates；

Figure 35 is the schematic diagram of relief structure described in this programme.

Drawing reference numeral

1st, support device, 101, support post, 102, Cantilever Beams, 103, load-carrying members, 104, fixed plate, 105, base station, 106th, 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；

2nd, track structure, 201, box track, 202, connected structure, 203, linking case, 204, gap, 205, reinforcing frame, 206th, frame is connected, 207, rebound, 208, power supply module, 209, trolley, 210, fixing device, 211, support base, 212, end Lid, 213, straightway, 214, curved section, 215, slope section, 216, anti-skid structure, 217, reinforcing rib, 218, gap；

3rd, switch structure, 301, track switch upper plate, the 302, first track switch side plate, 303, track switch lower plate, the 304, second track switch side Plate, the 305, first guide plate, the 306, second guide plate, 307, connection structure, 308, buffer structure, 309, buffer board, 310, point From frame, 311, third guide plate；

4th, platform structure, 401, platform, 402, platform column, 403, supporting beam, 404, control room, 405, meeting room, 406th, 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；

5th, relief structure, 501, Succor plain stage, 502, fire escape；

6th, vehicle；

7th, running mechanism；

8th, 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 The exhaustion of example rather than all embodiments.It should be noted that in the absence of conflict, embodiment and reality in the application Applying the feature in example can be combined with each other.

The core thinking of the application is according to the method for operation of suspension type traffic, designs and meets 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 of the operation of vehicle 6 and safety.

Specifically, as shown in Figure 1, this application discloses a kind of micro- rail rail system, which includes：It is dispersed in target area 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.

Target area described in this programme can be that user's residence area, block, region of travelling, city traffic network etc. are middle-size and small-size 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, whole load-bearing conditions of the support device 1 according to track structure 2, part Guiding situation and special road section situation pass through equidistant mode, the mode of local strengthening, the mode three of the above for mixing spacing At least one of mode arrange support device 1；For example, when long range keeps straight on track structure 2, support device may be used 1 equidistant mode is arranged；For example, in deflecting, climbing, part, which may be used, increases the mode of 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 which the track on platform 401 is coordinated to support, The mode of mixed spacing may be used, the track structure 2 in track structure 2 and platform 401 used in being travelled to vehicle 6 props up Support is excessive.Further, in order to increase the adaptability to target area, the homonymy in track structure 2 may be used in support device 1 Arrangement can also arrange in a staggered manner in the both sides of track structure 2, can effectively hide the barrier on open shop route in this way Hinder region.

In the present solution, according to the operation demand of target area, track structure 2 can be designed as to the form of closed circuit, One-way circulation operation can be carried out in target area；Can also be non-closed form by Track desigh, i.e., from originating point It sends out, 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 used to lift the track structure 2.

In embodiment one, as shown in Figure 5 and Figure 6, according to the situation that track structure 2 is arranged in target area, track Structure 2 can be lifted on there are many mode on Cantilever Beams 102：First way is that the other end of the support post 101 is consolidated The side of Cantilever Beams 102 is scheduled on, the opposite 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 both 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 each 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 101 other end, the side of the offside for fixing side with support post 101 of the Cantilever Beams 102 of the square structure are equipped with extremely A few track structure 2.By the combined use of above two mode, can space be used according to the actual ground of target area Situation reduces the quantity of support device 1, and more concentrates compact Layout overall track structure 2, saves target area to the greatest extent Domain uses space.

In embodiment one, 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 setting multilayer track structure 2, it is ensured that on the basis of the floor space for not increasing circuit, be effectively increased Vehicle 6 on circuit runs quantity, so as to improve efficiency of operation, reduces and takes up an area usable floor area.In addition, it can be saved by this design The floor space of the bypass track structure 2 for offline platform 401 is saved, vehicle can be realized in same small range section by realizing The operation of 6 backbones, and passenger can be facilitated to change station and ridden.In addition, platform structure 4 can directly be saved by this design, The position setting staircase 414 and guardrail, passenger that corresponding vehicle 6 is stopped are reached the area that waits of equivalent layer by staircase 414, treat 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, so as to alleviate the problem of 401 stream of people of main website platform is crowded.

In embodiment one, in order to strengthen support of the support post 101 to Cantilever Beams 102, the one of setting track structure 2 Side sets reinforcing rib 217, and side and the support post 101 of the reinforcing rib 217 are welded and fixed, opposite side and Cantilever Beams 102 It is welded and fixed.

In embodiment one, as shown in Figure 9 and Figure 10, fixed plate 104 is provided 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, bolt modes and the Cantilever Beams 102 and track structure 2 such as fixes and fixes.Further, it is Strengthen fixed plate 104 and the rigidity of Cantilever Beams 102, multiple reinforcing ribs 217, the reinforcing rib 217 be set in fixed plate 104 Side fixed with fixed plate 104, opposite side is fixed with Cantilever Beams 102.

In embodiment one, in order to reduce by 1 integrally-built weight of support device, the support post 101 and Cantilever Beams 102 be hollow box-structure, support post 101 and Cantilever Beams 102 using steel profile or other meet rigidity requirement Material.

In embodiment one, as shown in figure 11, a portion of the load-carrying members 103 is pre-buried to below ground, uses In being combined to form supporting part 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 embodiment one, as shown in figure 11, the base station 105 includes：Pedestal 107 and be arranged on it is oblique on pedestal 107 Platform 108, one end and the upper surface of base station 105 of pilum 106 are fixed.Preferably, the pedestal 107, sloping platform 108 and pilum 106 It is structure as a whole, armored concrete can be selected to be perfused, can also be plated using integrated metal material outer surface anti-oxidant Material.In this example, it is contemplated that the mode that track structure 2 is lifted on Cantilever Beams 102 is two kinds, due to the mode of two kinds of liftings 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；It is 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 The problem of unilateral stress is larger, it is non-isosceles trapezoid that sloping platform 108, which is designed as along the plummet section of 2 setting direction of track structure, It is isosceles trapezoid along the plummet section of 6 travel direction of vehicle, in this way, sloping platform 108 is corresponded to along the long waist of 2 setting direction of track structure It is arranged on 2 side of track structure；According to Analysis of materials mechanics it is found that along 6 travel 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.The second situation, track structure 2 are hung The both sides of Cantilever Beams 102 are recorded, at this point, track structure 2 is to the stress of base station 105 by support post 101 and pilum 106 Therefore direct stress, stress concentration, as shown in figure 13, sloping platform 108 are set along track structure 2 in the front surface of base station 105 The plummet section in direction and isosceles trapezoid is both designed as along the plummet section of 6 travel direction of vehicle, in this way, along 6 side of traveling of vehicle To 105 uniform force of base station, the track structures 2 of 102 both sides of Cantilever Beams be to the stress resultant of base station 105 face base station 105 just Surface, will not track structure 2 load-carrying members 103 are generated with the damage of unilateral stress.

In embodiment one, 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 passes through the bolt hole for being arranged on 110 surrounding of backing plate to be fixed in the load-carrying members 103 for part of basseting；The reinforcing rib 217 are distributed on 101 surrounding of support post, and one side is welded and fixed with support post 101, and opposite side and the welding of backing plate 110 are solid It is fixed.

In embodiment one, as shown in figure 15, it is further provided with illuminating 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 on not shadow The position that vehicle 6 is run is rung, while ensures not block light when vehicle 6 is run.The light distribution device 113 is arranged on It is fixed in the distribution box on support post 101.All power distribution equipments set in the distribution box can be from below ground The service cable of arrangement takes electricity, and it is other electrical equipment distribution that can also unify by a total power distribution equipment in distribution box.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：It is suspended on branch Multiple box tracks 201 with opening in support arrangement 1 on Cantilever Beams 102；201 inside of box track is used for carrying vehicle 6 running mechanism 7, the erecting by overhang 8 between the vehicle 6 and running mechanism 7 pass through the opening, and can be opened 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 embodiment two, the opening of the babinet can set the both sides of the bottom of babinet, the unilateral side of babinet or babinet. When opening is arranged on 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 opening is arranged on the unilateral side of babinet, 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 lateral opening Road form can be further extended in plurality of application scenes, such as on building wall, on the massif of sightseeing, on dykes and dams side wall Etc. orbit space and opening is opened up, 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 being connect with running mechanism 7 stretches out orbit space from opening, and hangs vehicle 6, While running mechanism 7 moves in box track 201, vehicle 6 is driven to move using erecting by overhang 8.When opening is arranged on two During side, can set among babinet at this time with the fixed supporting rack of top of the rail and bottom, top of the rail is used to support, by supporting Running mechanism 7 is set respectively 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 open in this programme preferably by babinet rail base.

In embodiment two, 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, reinforcing frame 205 there are one being set outside the box track 201 every 0.8 meter to 1.2 meters.

In embodiment two, the end set of each box track 201 has connection frame 206, when two orbital dockings, profit 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 phenomenon of expanding with heat and contract with cold occurred during use causes track to generate Light deformation, therefore, as shown in figure 18, the special track Two rail connections of section set an intersegmental gap 204, the Light deformation during track use are overcome to ask using the gap 204 Topic.Meanwhile can be bonded to ensure that there are the two of gap 204 tracks, it needs in two 201 outer covers of box track If a connected structure 202, fixed so that two tracks are carried out with firm support；Meanwhile in order to ensure vehicle 6 and running mechanism 7 Between erecting by overhang 8 pass through, offered on the connected structure 202 on box track 201 opening match open 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 for 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 connected structure 202 is used to connect two box tracks 201, the end that box track 201 connects here is no longer Setting connection frame 206.

In embodiment three, 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 each two box track connected by being connected case 203 Rebound 207 and the spatial transition for accommodating the rebound 207 are set, this is passed through to running mechanism 7 by rebound 207 Buffering transition is carried out during place, prevents the generation of running mechanism 7 from jolting；Preferably, at the docking of two 201 ends of box track Opening both sides set a rebound 207 respectively.Wherein, the rebound 207 is triangle section bar, squared profile, ellipse Section bar etc., it is preferable that the rebound 207 is isosceles triangle section bar, and the long side of the isosceles triangle section bar is opened with track Mouthful edge is concordant, and the rebound 207 is contacted with the surface that running mechanism 7 contacts and rail base with running mechanism 7 Surface is parallel.

In embodiment three, on the basis of retaining existing for the gap 204, the spatial transition is two box tracks Region between the edge to match with 207 outer edge shape of rebound reserved at 201 bottom docking, i.e., described spatial transition For between the wedge-shaped edge identical with the short side gradient of isosceles triangle section bar reserved at two 201 bottom docking of box track Region, 5 millimeters to 10 millimeters of gap 218 is spaced between the rebound 207 and wedge-shaped edge.For the ease of fixing Cab apron 207, the rebound 207 are equipped with multiple mounting holes, and the utilization of rebound 207 is welded and fixed or the fixed side of bolt Formula coordinates fixation is described to be connected case 203 with the mounting hole.

In embodiment three, as shown in figure 20, box-structure of the connected structure 202 for both ends open, the box knot The bottom of structure offer with the opening that matches of being open on box track 201, i.e., 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；The thickness of the linking case 203 It is 10 millimeters to 15 millimeters.In order to ensure to be connected the rigidity of track at case 203, it is also equipped in the outside of the linking case 203 Multiple reinforcing frames 205, the multiple reinforcing frame 205 are set in the outside of linking case 203 at equal intervals；The reinforcing frame 205 is logical The mode for crossing welding is fixed on outside linking case 203；Preferably, it is equipped with outside the linking case 203 every 0.2 meter to 0.3 meter One reinforcing frame 205.The track structure 2 is by being connected the reinforcing frame set on case 203 205 and the fixation in support device 1 Plate 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：Directly Line segment 213, curved section 214 and slope section 215；Track knot of the straightway 213 described in comprising embodiment two and embodiment three Structure 2；The curved section 214 and slope section 215 are comprising the track structure 2 described in embodiment two.

In example IV, as shown in figure 21, in order to ensure 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 the basic structure described in embodiment two Outside, the anti-skid structure 216 for being arranged on rail base inner surface is further included, the anti-skid structure 216 is for anti-slip rubber or with anti- The antiskid plate of sliding rib；Further, in order to ensure the safety of vehicle 6 and the passability of running mechanism 7 during turning, The bending angle of the vertical direction in the slope section 215 needs climbing power and climbing radius according to the running mechanism 7 true Fixed, i.e., the bending angle in the plummet direction in described slope section 215 will be with the climbing power of the running mechanism 7 and climbing radius phase Matching.By the straightway 213, curved section 214 and the cooperation in slope section 215, it can be achieved that turn, the climb and fall of single course It advances with common.

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 coordinating the switch structure 3 of transformation travel route with 6 running mechanism 7 of vehicle.The switch structure 3 includes：Track switch upper plate 301st, the first track switch side plate 302,303 and second track switch side plate 304 of track switch lower plate；The track switch upper plate 301, the first track switch side plate 302nd, fixed one surrounded has the steering sky for merging end and separating end to 303 and second track switch side plate 304 of track switch lower plate successively 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, and first guide plate 305 and second is oriented to Plate 306 is fixedly connected at the merging end, bending direction the first guide plate 305 of direction of second guide plate 306, i.e. institute It states the second guide plate 306 to be oriented to vehicle 6 to away from the direction of the first guide plate 305 in the separating end, described first The angle formed between 305 and second guide plate 306 of guide plate is 10 ° to 15 °.As shown in figure 26, in order to coordinate vehicle 6 with walking The movement of erecting by overhang 8 between row mechanism 7, the track switch lower plate 303 is respectively equipped with the first targeting port and the second targeting port, described First targeting port and the second targeting port cross, and correspond to the first guide plate 305 and the second guide plate 306 respectively at the merging end Position separating end detach.Due to offering the first targeting port and the second targeting port, and the first targeting port in track switch lower plate 303 It crosses, and detached in separating end at the merging end with the second targeting port, therefore, track switch lower plate 303 is divided into three parts, the A 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, thus There is second part vacantly unsupported problem.In this example, the separating end of the switch structure 3 is further provided with separator frame 310, track switch lower plate 303 of the separator frame 310 respectively with track switch upper plate 301 and overhanging portion is fixed, and can be solved 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 detaches track, and guide plate and targeting port is assisted vehicle 6 to be oriented to and converted travel route in space is turned to.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 opposite 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 section bar；Plate Type section bar 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 set on running mechanism 7 Directive wheel and guide plate match vehicle 6 is oriented to during, due to having idle area among switch structure 3, 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, restore the rail portion of bilateral rail holding state by 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 carry 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：

By track switch, and in steering procedure, the first deflecting roller set 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 (if that is, the first deflecting roller Current location 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 from current location 306 setting direction；If the current location of the first deflecting roller is turned in the setting direction of the second guide plate 306, first Wheel does not need to be redirected)；When running mechanism 7 enters switch mechanism, the first deflecting roller leans on the second guide plate 306, and Vehicle 6 is driven to change direction of travel according to the guide direction of the second guide plate 306, when running mechanism 7 drives to switch structure 3 During separating end, vehicle 6 completes orbital transfer, subsequently enters the variation route track being connect with separating end, and according to new after transformation Route track continues to travel.

By track switch, but vehicle 6, not in steering procedure, the first deflecting roller set on the running mechanism 7 reaches In track before switch structure 3, current position need to be jumped to the first guide plate 305 setting direction (if that is, 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 redirected)；When running mechanism 7 enters switch mechanism, the first deflecting roller leans on the first guide plate 305, and vehicle 6 is driven 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 travel direction, subsequently enter and separating end connect The track of former travel direction connect, and continue to travel according to former travel route.

In embodiment five, as shown in figure 23, in order to coordinate the first guide plate 305 and the second guide plate in switch structure 3 306 guiding operation, third guide plate 311 is further provided in the lower surface of the track switch lower plate 303 of the switch structure 3, excellent Selection of land, respectively in 303 following table of track switch lower plate close to 302 side of the first track switch side plate and close to 304 side of the second track switch side plate Third guide plate 311 is fixed in face.

By track switch, and in steering procedure, the second deflecting roller set 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 not in the setting direction of the second guide plate 306, the second deflecting roller need to be jumped from current location for the current location of the second deflecting roller 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 redirected)；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 is changed 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 with dividing Variation route track from end connection, and continue to travel according to the variation route track after transformation.

By track switch, but vehicle 6, not in steering procedure, the second deflecting roller set 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 Direction (if that is, the current location of the second deflecting roller not in the setting direction of the first guide plate 305, the second deflecting roller need to be from working as 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 do not need to be redirected)；When running mechanism 7 enters switch mechanism, the second deflecting roller leans 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 keeping former direction of travel to direction drive vehicle 6, 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 travel direction, subsequently enter the rail of former travel direction being connect 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 is by switch structure 3, it is single to have a distance Side vacant state, at this time running mechanism 7 need to lean on the first guide plate 305 or the second guide plate 306 by the first deflecting roller 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 ensure vacantly can firmly lean on by deflecting roller during hanging region Plate, the height of 305 and second guide plate 306 of the first guide plate are 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 Degree and the height for fixing the part of turnout external reinforcing frame 205, the height of 311 targeting part of third guide plate and The height ratio of fixed 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 He the overhanging portion for being fixed on its lower end makes running mechanism 7 be restored to the support of bilateral rail, At this point, running mechanism 7 has small inclination since unilateral side supports, when running mechanism 7 touches separator frame 310, with detaching Frame 310 connect overhanging portion track switch lower plate 303 front end can to the wheel in running mechanism 7 to there is blocking, though this blocking So it is smaller, but for middle low speed operation running mechanism 7 for can generate it is certain jolt, can also be on running mechanism 7 Wheel is to generating abrasion, therefore, as shown in Figure 28 and Figure 29, in order to which running mechanism 7 is coordinated to be restored to rail from unilateral vacant state In this example, the front position of the track switch lower plate 303 for the overhanging portion being connect with separator frame 310 is adjusted downwards for holding state A distance, i.e., the position of the front end of the track switch lower plate 303 for the overhanging portion being connect with separator frame 310 are bent downwardly 1 millimeter extremely 2 millimeters, so that the wheel in overhead positions is smoothly touched and is connect with separator frame 310 in having the running mechanism 7 of small skew Overhanging portion track switch lower plate 303 front end, so as to running mechanism 7 from unilateral vacant state be restored to bilateral rail support State carries out linking transition, and 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, the operation of the first directive wheel is blocked or to the first directive wheel with overcoming Scratching problem；Preferably, the connection structure 307 be arc-shaped plate body, 305 and second guide plate of the first guide plate 306 fix respectively with two linear edges of arc-shaped plate body, alternatively, the connection structure 307 is cylinder, the first guide plate 305 and second guide plate 306 fixed in a manner of being connect with cylinder 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 blocks and draws Damage problem.

In embodiment five, as shown in figure 30, led in order to which the first deflecting roller preferably is transitioned into first from rest position On 305 or second guide plate 306 of plate, respectively in 307 and first guide plate 305 of connection structure 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 is oriented to second Plate 306 is welded and fixed, and the other end is welded and fixed with connection structure 307.In this example, the buffer structure 308 can be flat The buffer board 309 of face structure；Not in the same plane, also, the buffer board 309 is to institute for the buffer board 309 and guide plate Deviate in the convergence direction for stating the 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 the first guide plate 305 or the second guide plate 306 On, direct impact of first deflecting roller to guide plate is avoided, avoids the damage to guide plate.The buffer structure 308 can be with It is designed as or the buffer board of arcuate structure 309, the bending direction of the arc plate body deviates from first guide plate 305 and second The convergence direction of guide plate 306；Preferably, the bending radius of the arc plate body is 1 meter to 1.1 meters.

In embodiment five, 305 and second guide plate 306 of the first guide plate 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 sizing 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 type structures is connect with one end of the first guide plate 305, another End 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 and processing cost.Pass through this U-shaped structure, you can the operation of the first directive wheel is blocked or to the first directive wheel to overcome Scratching problem, and can the first deflecting roller be smoothly transitioned into the first guide plate 305 or the second guide plate from rest position On 306.

In embodiment five, as shown in figure 23, in order to ensure the intensity of switch structure 3, set in the outside of switch structure 3 Multiple reinforcing frames 205 are put, to ensure the whole intensity of switch structure 3.In this example, the reinforcing frame 205 can pass through welding Mode be fixed on outside switch structure 3.Further, it is arbitrary to adjust according to the actual strength demand at 3 each position of switch structure The fixed position of reinforcing frame 205.In order to ensure the intensity of guide plate, increase between the first guide plate 305 and the second guide plate 306 A reinforcing rib 217 is added, to ensure the intensity of guide plate, further improves the enabling capabilities to deflecting roller.It is hanging in order to ensure The intensity of partial track switch lower plate 303 increases multiple reinforcing ribs anyhow staggeredly in 303 lower surface of track switch lower plate of the part 217, there can be the running mechanism 7 in enough intensity Inhaul operations with the track switch lower plate 303 for ensureing overhanging portion.For the ease of 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, profit The through-hole being preset on connection frame 206 is passed through with bolt, switch structure 3 and other track structures 2 are fixed.

Embodiment six

On the basis of above-mentioned micro- rail rail system structure, as shown in Figure 16 and Figure 31, the box track 201 it is interior Wall is equipped with power supply module 208, and the power supply module 208 is matched with the power receiving device on running mechanism 7 is combined into vehicle 6 and traveling machine Structure 7 is powered.If the box track 201 is under shed, the power supply module 208 is arranged on the side wall of box track 201 Inner surface；If the box track 201 is both-side opening, the power supply module 208 is arranged among box track 201 On supporting rack.

In the present embodiment six, the power supply module 208 is trolley 209, and the trolley 209 utilizes fixing device 210 It is fixed on box track 201 along 6 travel direction of vehicle, height of the trolley 209 in box track 201 is wanted and traveling Power receiving device in mechanism 7 highly matches.The fixing device 210 includes：For fixing multiple supports of trolley 209 Seat 211；The support base 211 using fixing bolt also cross support base 211 and be set in advance in 201 side wall of box track or Support base 211 is being fixed on the side wall or supporting rack of box track 201 by the through-hole on supporting rack using nut.In order to anti- Only loosening for fastener can increase lock washer between bolt and the side wall or supporting rack of box track 201.It is the multiple Support base 211 is arranged at equal intervals on the side wall or supporting rack of box track 201.The fixing device 210 is further wrapped It includes：For covering the end cap 212 of the naked bolt being exposed on the external and nut.In this example, that due to the introducing of trolley 209 is 220V Alternating current, therefore the support base 211 is adopted and is made from an insulative material, and is prevented trolley 209 from forming conduction with track, is caused safety Hidden danger.

Embodiment seven

As shown in figure 32, on the basis of above-mentioned micro- rail rail system structure, micro- rail rail system further includes：For The platform structure 4 for concentrating waiting and pick-up point is provided for passenger.The platform structure 4 is arranged on the rail in micro- rail rail system 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 arranged on The lower section of main working line, can also be arranged on 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, the track structure 2 of main working line or bypass working line can be incited somebody to action by slope section 215 Low latitude position is fallen under the track structure 2 of high altitude location, the platform 401 is arranged on the lower section of the track structure 2 of low latitude position, At this point, platform 401 can be designed as low latitude platform 401, ground platform 401, more flexible adaptation target may be designed in The actual environment in region.

In embodiment seven, the platform structure 4 includes：It is arranged on stopping for vehicle 6 for 2 lower section of suspension type rail structure 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 across 401 top of platform passes through multiple platform columns 402 and supporting beam 403 lifting be fixed on platform 401；Vehicle 6 is by the running mechanism 7 that is 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.On the platform structure 4 Equipped 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；Basis and the support construction of the control room 404 and/or meeting room 405 Using the platform of platform structure 4 basis and supporting framework；The wall body structure of the control room 404 and/or meeting room 405 is fixed On support frame as described above structure.As shown in figure 33, control room 404 and/or meeting room 405 are arranged on 401 lower section of platform, control room 404 and/or the surroundings wall of meeting room 405 fixed by the supporting framework of platform 401, control room 404 and/or meeting room 405 ground directly uses the ground of platform structure 4, and take full advantage of 401 lower section of high-altitude platform uses space, reduces and builds Land used.The maintenance room can adjust the position on setting platform structure 4 according to the space and service condition of platform 401, Space is used to save during setting, is facilitated subject to repair.

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 both sides of inspection platform, from main working line point The wherein by-pass line of branch out introduces storehouse 408, and end and the inspection platform 407 of the track structure 2 of by-pass line connect It connects, is put in storage and overhauls convenient for 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, 410 and of waiting 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 both sides, waiting personnel is prevented to be strayed into vehicle 6 and stop area, are caused unnecessary Personnel injure.The automatic ticket booking device 412 is arranged on the entrance of platform structure 4.According to the form of high-altitude platform 401, Elevator or staircase 414 can also further be set to be convenient for passenger's in-track platform 401.

In embodiment seven, the platform structure 4 includes：It is arranged on 401 edge of platform along 6 travel direction of vehicle Baffle.Preferably, 401 edge of platform for being driven out to and being driven out to side in vehicle 6 is both provided with baffle.The baffle can be with vertical The mode of direction overturning, horizontal direction overturning, vertical direction translation or horizontal direction translation realizes opening and closing.For example, the baffle It is hinged with 401 edge of platform, and is fixed by multiple upset connecting rods and platform 401；The upset connecting rod by upset motor and Gear set realizes the overturning to baffle.Under conventional sense, the baffle on platform 401 is in 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 upset motor and gear set, drives Baffle moves, and reaches the position with the upper surface level of platform 401, so that vehicle 6 can smoothly drive into platform 401, treats After vehicle 6 smoothly drives into platform 401, upset connecting rod drives baffle to return to just again by the driving of upset motor and gear set Beginning position.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 drive of upset motor and gear set It is dynamic, baffle movement is driven, and reach the position with the upper surface level of platform 401, so that vehicle 6 can smoothly be driven out to station Platform 401, after vehicle 6 is smoothly driven out to platform 401, upset connecting rod drives gear again by the driving of upset motor and gear set Plate returns to initial position.For example, the baffle and the guardrail 413 of platform 401 are hinged, pass through the water that driving device realizes baffle Square to overturning.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 includes：For When there is prominent situation during the operation of vehicle 6, 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 on 6 lower section of vehicle, is having no effect on vehicle 6 just Normal form operation；One end of the fire escape 502 is fixed on by fixing device 210 on Succor plain stage 501, and the other end is solid Determine on the ground.In this example, the relief structure 5 can be arranged in row line for the national games, can also be set in segment, It can be specifically 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 precalculated position of support post 101, ensure Passenger can be conveniently trampled onto Succor plain stage 501 when being walked 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 gear, to multiplying Visitor is rescued.

In embodiment eight, the turnover device includes：Upset motor and hydraulic connecting rod, the upset motor are arranged on branch It supports in column 101, is powered by the equipment box on support post 101；Upset motor driving hydraulic connecting rod realizes Succor plain stage 501 Stretching, extension and pack up；One end of the hydraulic connecting rod is fixed on lifting gear, and the other end is used to fix Succor plain stage 501；This In example, in order to ensure the stability of Succor plain stage 501, support Succor plain stage 501 can be fixed by multiple hydraulic connecting rods.

In embodiment eight, the lifting gear includes：Lifting motor, rack-plate and gear plate；The lifting motor is set It puts in support post 101, is powered by the equipment box on support post 101；The rack-plate is arranged on branch along plummet direction It supports in column 101, lifting motor sliding tooth wheel plate moves on rack-plate, realizes the lifting of Succor plain stage 501.Wherein, it is described One end of hydraulic connecting rod is fixed on gear plate, and the other end is used to fix 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, reach ground by sliding；The fire escape 502 or staircase 414, passenger can directly be walked by staircase 414 To ground.During fire escape 502 is arranged, ensure that fire escape 502 does not influence the normal operation of vehicle 6 as possible；Example Such as, in micro- rail rail system completely setting relief structure 5, fire escape 502 can be arranged on the both sides of track structure 2；Example Such as, when certain sections of micro- rail rail system set relief structure 5, fire escape 502 can both be arranged on track structure 2 Both sides can also be arranged on the both ends of Succor plain stage 501.In this example, the fire escape 502 can further be arranged to can Stretching structure, to adapt to the rescue position after Succor plain stage 501 lifts.

In embodiment eight, in order to further ensure the safety of passenger, it can be set on the surface of Succor plain stage 501 anti-skidding Structure 216；The anti-skid structure 216 can be fusiform structure or rubber material etc..Further, it can rescue flat The both sides setting guardrail of platform 501, avoids passenger from occurring the danger fallen in high-altitude；The installation position of the guardrail does not influence to evacuate The installation position of channel 502.

Although not by all embodiments according to arrangement during should be noted that the description of above-mentioned specific embodiment The mode of combination 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, be not limited only to technical solution and scene that each embodiment is shown.

Obviously, those skilled in the art can carry out the application essence of the various modification and variations without departing from the application God and range.In this way, if these modifications and variations of the application belong to the range of the application claim and its equivalent technologies Within, then the application is also intended to include these modifications and variations.

Claims (16)

1. a kind of micro- rail platform structure, which is characterized in that the platform structure (4) includes：

The platform (401) being arranged below track structure (2)；

The platform column (402) being fixed on platform (401)；With,

The supporting beam (403) for being used to lift the track structure (2) being fixed on platform column (402)；

Vehicle (6) is by the running mechanism (7) that is arranged in track structure (2) and for connecting vehicle (6) and running mechanism (7) Erecting by overhang (8) be suspended below track structure (2), and pass through mobile utilization of the running mechanism (7) in track structure (2) Erecting by overhang (8) drives vehicle (6) on track structure (2).

2. micro- rail platform structure according to claim 1, which is characterized in that the track structure (2) is in target area Formation closed circuit provides circular flow circuit for vehicle (6)；Alternatively,

The track structure (2) forms segmentation route in target area and provides one way running route for vehicle (6).

3. micro- rail platform structure according to claim 1 or 2, which is characterized in that the track structure (2) is in target area It is interior to form main working line；The platform (401) is arranged on the lower section of the track structure (2) of main working line；Alternatively,

The track structure (2) forms main working line and by-pass line in target area；The platform (401) is arranged on side The lower section of the track structure (2) on route road.

4. platform structure according to claim 3, which is characterized in that the platform (401) is erected at by supporting framework The overhead platform of shape in the air.

5. micro- rail platform structure according to claim 1 or 4, which is characterized in that the platform (401) is arranged on maintenance In library (406)；

Inspection platform (407) is equipped in maintenance library (406), the inspection platform (407) is arranged on box track (201) At least side；

Vehicle (6) is detached from main operating line by previous switch structure (3) and enters maintenance library (406), passes through latter switch structure (3) main operating line is imported.

6. micro- rail platform structure according to claim 3, which is characterized in that the track structure (2) includes：Slope section (215)；

Slope section (215) in the track structure (2) will be fallen under the main working line of high altitude location or bypass working line Low latitude position, the platform (401) are arranged on the lower section of the track structure (2) of low latitude position.

7. micro- rail platform structure according to claim 6, which is characterized in that the platform (401) is consolidated by pre-buried ground Determine on the ground.

8. micro- rail platform structure according to claim 1, which is characterized in that the platform structure (4) further comprises：It stands Platform top (409), the platform top (409) are fixed on the lower section of track structure (2) by multiple platform columns (402).

9. micro- rail platform structure according to claim 1, which is characterized in that the platform structure (4) further comprises：Deng Guardrail (410) is waited, the waiting guardrail (410) is arranged on the platform (401) of track structure (2) both sides；

The waiting guardrail (410) is equipped with stopping sliding door (411).

10. micro- rail platform structure according to claim 1, which is characterized in that the platform structure (4) further comprises： Automatic ticket booking device (412), the automatic ticket booking device (412) are arranged at the entrance of platform structure (4).

11. micro- rail platform structure according to claim 1, which is characterized in that the platform structure further comprises：It surrounds The outer guardrail (413) of platform of platform structure surrounding arrangement.

12. micro- rail platform structure according to claim 1, which is characterized in that the platform structure further comprises：With height The staircase (414) or elevator of empty platform connection.

13. micro- rail platform structure according to claim 1, which is characterized in that the platform (401) is equipped with through platform Groove body and the guide beam that is arranged on along vehicle (6) direction of travel inside groove body；

The guide beam provides the guiding that enters the station for vehicle with the guide frame on vehicle (6).

14. micro- rail platform structure according to claim 1, which is characterized in that be arranged on along the station of vehicle (6) travel direction Baffle at edge of table.

15. micro- rail platform structure according to claim 14, which is characterized in that the baffle is overturn with vertical direction, water Square to overturning, vertical direction translation or horizontal direction translation mode realize opening and closing.

16. micro- rail platform structure according to claim 14, which is characterized in that be driven out to and be driven out to the station of side in vehicle (6) Edge of table is both provided with baffle.