CN211079872U - Landscape footpath suitable for suspension type monorail - Google Patents

Abstract

The utility model discloses a view pavement suitable for suspension type is single track, be applicable to suspension type is single track, suspension type is single track includes the pier stud and distributes the track roof beam in the pier stud both sides, the view pavement is including walking the line platform, it erects in two track roof beams tops through connection structure to walk the line platform, the connection structure top still is provided with protective device, the view pavement only feeds through in pier stud position and both sides certain limit, all the other position track roof beam top view pavement separation are two view pavements, can reduce the tensile force to view pavement that suspension type single track leads to one side track roof beam downward displacement produced effectively, thereby weakened the view pavement bending deformation that leads to because of this tensile force, protective device has high air permeability, evacuation system can guarantee the security of evacuation passenger down, and evacuation system can directly evacuate the passenger to walking on the shape platform.

Description

Landscape footpath suitable for suspension type monorail

Technical Field

The utility model relates to a track traffic equips technical field, especially relates to a view pavement suitable for suspension type is single track.

Background

Unlike subway and tram, the overhead rail of an overhead rail, i.e., a suspended overhead monorail transit system, is a rail transit system that runs suspended on an overhead rail. The new energy air-rail train is an air suspension type rail train taking a lithium battery as traction power, and is a novel modern traffic system with completely independent intellectual property rights. The system creates a brand new modern urban and rural traffic new standard which is originated in China and is suitable for the situation of China by adopting the concept superposition of new energy and modern rail traffic.

When the suspension type monorail traffic vehicle is running, the double-line track beam adopting the three-dimensional duplex traffic design scheme can generate relative vertical height difference, and the tensile force generated by downward displacement of the track beam on one side of the traffic vehicle and larger than the landscape footpath on the upper side can cause the landscape footpath to be bent and deformed.

Currently, there is no landscape footpath suitable for suspended monorail. The existing three-dimensional compound traffic of a road layer built above a suspended monorail bridge has extremely high structural design requirements and high manufacturing cost. And an elevated landscape footpath is separately and parallelly designed on one side of the suspended monorail, so that the investment is large, the occupied area is too much, and the space utilization rate is low. And both schemes have low harmony with the surrounding environment.

The existing protective facilities of the traffic system mostly adopt one or more combination modes of protective railings, protective nets or corrugated steel plates and the like with fixed structures.

The existing protective facilities are poor in ventilation performance, and due to the fact that the existing protective facilities are fixed in structure, the front faces of the protective facilities face to the heavy wind load under the action of the heavy wind load, and large torque is generated on the structure of a traffic system where the protective facilities are located.

The existing suspended monorail evacuation platform is usually arranged on the side surface of a suspended monorail vehicle, a railing is arranged at the edge of the evacuation platform, due to the influence of a limit line, the evacuation platform is 700mm away from the vehicle, and the evacuation platform needs to stretch out of the vehicle and enter a rope ladder to be lapped on a channel of the platform to evacuate, so that the evacuation platform has a large potential safety hazard, as shown in fig. 11 and 12.

The sparse platform of current suspension type single track is because the railing sets up outside the equipment limit, and is very narrow and small in pier stud department space, influences sparse passenger and passes through the bridge pier stud, if the increase railing sets up the distance, then causes the line interval very big, the greatly increased engineering volume.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a view pavement suitable for suspension type is single to solve the problem that proposes among the above-mentioned background art.

In order to achieve the above object, the utility model provides a following technical scheme:

the utility model provides a view pavement suitable for suspension type single track, is applicable to suspension type single track, suspension type single track includes pier stud and the track roof beam of pier stud both sides, and the vehicle articulates in the track roof beam below, the view pavement includes walks the platform, it establishes in two track roof beam tops through connecting the knot structure to walk the platform, it divide into first passageway and second passageway to walk the platform, first passageway and the second passageway is located two track roof beam tops respectively, is located the part above the pier stud between first passageway and the second passageway intercommunication each other, there is the clearance between the first passageway of the rest part and the second passageway, connecting structure top both sides still are provided with protective device, it has a plurality of manhole to walk to lead to on the platform longitudinal centerline, the view pavement below still is provided with the evacuation system that is used for sparse passenger, a passage for evacuating passengers is arranged between the evacuation system and the manhole.

The connecting structure is composed of a supporting frame and a plurality of landscape stand columns, the supporting frame is arranged above the track beams, the landscape stand columns are arranged between the supporting frame and the track beams at intervals, the landscape stand columns are longitudinally and uniformly distributed on the track beams, the bottoms of the landscape stand columns are welded with the track beams, the tops of the landscape stand columns are fixedly connected with the supporting frame, and the walking platform is arranged at the tops of the supporting frame.

The landscape footpath is provided with a plurality of overturn preventing devices, the overturn preventing devices are symmetrically arranged around one track beam, and one end of each overturn preventing device is connected with the supporting frame and the other end of each overturn preventing device is connected with the track beam.

The landscape footpath is provided with lightning arrester, lightning arrester sets up the braced frame top, lightning arrester sets up braced frame is located the part of pier stud top, lightning arrester is connected with the single track lightning-arrest system of suspension type.

The protective facilities comprise movable guardrails, a power device, a wind measuring device and a fixed structure, wherein the fixed structure is arranged on two sides of the supporting frame, the movable guardrails are arranged on the fixed structure, the wind measuring device is arranged above the supporting frame and used for driving the movable guardrails to synchronously rotate, and the power device is arranged on the fixed structure.

The movable guardrail comprises stand and a plurality of windbreak strip, the column mouting is in fixed knot constructs last, power device comprises motor, initiative flywheel, a plurality of driven flywheel and chain, windbreak strip both ends all through the minor axis with the stand rotates to be connected, the minor axis end of windbreak strip one end passes the column mouting is driven flywheel, the initiative flywheel is installed on the output shaft of motor, the chain with initiative flywheel and a plurality of driven flywheel clamps, the specification of initiative flywheel and driven flywheel is the same.

The air barrier strips are triangular prisms with triangular sections.

The biggest profile envelope line of vehicle when static is the vehicle boundary line, and the biggest profile envelope line that forms under the vehicle running state is the equipment boundary line, evacuation system includes evacuation platform, evacuation platform with the pier stud is connected, the pier stud does evacuation platform provides the holding power, evacuation platform width is greater than the pier stud size, evacuation platform is located on vertical height the vehicle equipment boundary line below, evacuation platform transversely stretches into the vehicle door boundary within range of vehicle, be provided with a plurality of cat ladders on the evacuation platform, the cat ladder with the access hole one-to-one sets up, the cat ladder top is passed the access hole extends to walking shape platform top.

The evacuation system further comprises outer side railings and inner side railings, two groups of inner side railings are symmetrically arranged on two sides of the top of the evacuation platform along the running track of the vehicle, the inner side railings are located outside the equipment limit, the evacuation platform located at the pier stud is close to one side of the running of the vehicle and is further provided with outer side railings, the inner side railings and the outer side railings are folding railings, the outer side railings are located in the equipment limit and located outside the vehicle limit, the outer side railings are located outside the equipment limit when being folded, the inner side railings and the outer side railings are perpendicular to the evacuation platform, each group of the inner side railings comprises a plurality of inner side railings which are continuously arranged, the inner side railings and the outer side railings are liftable and lockable railings, and two ends of the outer side railings can, the outer side rail is lifted and locked, and the opening side is attached to the inner side rail.

The utility model discloses a folding guardrail, including inboard railing, outside railing, folding support, two telescopic sleeves, be used for the unblock inboard railing with the flexible button that outside railing goes up and down with be used for the locking inboard railing with the activity hasp of outside railing height, folding support mounting is two between the telescopic sleeve, the activity hasp with telescopic button all sets up on the folding support.

The utility model has the advantages that:

1. the landscape footpath is only communicated in a certain range at the pier stud part and two sides thereof, and the landscape footpath above the track beam at the other part is separated into two landscape footpaths, so that the tension to the landscape footpath, which is generated by the downward displacement of the track beam at one side of the suspended monorail traffic vehicle, can be effectively reduced, and the bending deformation of the landscape footpath, which is caused by the tension, is weakened.

2. The landscape footpath is built above the suspended monorail, a new solution for urban traffic traveling is provided, and the urban traffic space utilization rate is improved.

3. The anti-overturning device is arranged, so that the safety of the landscape footpath is improved, and the landscape footpath is still safe and reliable under the condition that the landscape footpath is subjected to concentrated load on one side or the function of the support fails.

4. The protective facilities have high ventilation rate, and under the condition of strong wind, the power device is started to rotate the movable guardrail wind barrier strip to the position with the minimum wind resistance, so that the torque of the traffic system structure generated under the action of strong wind load can be effectively reduced.

5. The evacuation platform extends into a vehicle limit, so that the safety of passengers getting off can be guaranteed, the inner side railings and the outer side railings are located outside the equipment limit in the normal running state of the train, the safe passing of the running of the vehicle can be guaranteed, the arrangement of the folding unlocking railings can guarantee that the passengers can enter the evacuation platform under the condition that the vehicle does not need to be positioned and stopped, and the railings at other places are not vacant, so that the passing safety of the passengers is guaranteed; set up folding railing and guarantee that evacuation passenger passes through bridge pier stud department under fault condition in pier stud department, and do not influence the opposite side vehicle and pass through, and can directly evacuate the passenger to walking on the shape platform through the cat ladder.

Drawings

Fig. 1 is a schematic view of the middle part of the track beam span of the utility model;

FIG. 2 is a schematic view of a pier portion of the present invention;

FIG. 3 is a schematic top view of the walking platform of the present invention;

FIG. 4 is a schematic view of the side view of the partial structure of the present invention;

FIG. 5 is a schematic view of the protection device of the present invention;

FIG. 6 is a schematic side view of the protective device of the present invention (with the position of the wind barrier strip not adjusted);

FIG. 7 is a schematic diagram of a side view structure of the middle protective facility of the present invention (the position of the windbreak bar is adjusted according to the wind speed);

fig. 8 is a schematic structural view of the power device of the present invention;

fig. 9 is a schematic top view of the evacuation platform according to the present invention;

fig. 10 is a schematic view of the arrangement of the inner side rail and the outer side rail of the present invention;

fig. 11 is an inverted L type pier evacuation platform in the prior art;

fig. 12 shows a prior art Y-pier evacuation platform.

In the figure: pier stud 1, track beam 2, walking platform 3, support frame 4, landscape upright post 5, bent cap 6, anti-overturning device 7, lightning arrester 8, manhole 9, protective equipment 10, fixed structure 11, upright post 12, wind barrier strip 13, power device 14, wind measuring device upright post 15, wind measuring device 16, short shaft 17, driving flywheel 18, driven flywheel 19, chain 20, evacuation platform 21, outer side rail 23, inner side rail 24, folding bracket 25, telescopic sleeve 26, telescopic button 27, movable lock catch 28, equipment limit 29 and vehicle limit 30.

Detailed Description

The technical solution of the present invention is described in further detail below with reference to the accompanying drawings, but the scope of the present invention is not limited to the following description.

Referring to fig. 1 to 10, in the embodiment of the present invention, a landscape footpath suitable for a suspended monorail is provided, in fig. 1 to 4, a rail beam 2 and a pier stud 1 (pier stud 1 is composed of a stud body and a cover beam 6 installed on top of pier stud 1) are both of a suspended monorail structure, the position of which is only indicated in the figure, but not representing the actual structure, and are suitable for a suspended monorail, the suspended monorail comprises pier studs 1 and rail beams 2 distributed on both sides of pier stud 1, pier stud 1 is composed of cover beams 1 and a stud body, cover beams 1 and stud bodies are connected by welding joints, rail beams 2 are installed on both ends of cover beams 1, the landscape footpath comprises a traveling platform 3, support frames 4 are arranged above two rail beams 2, landscape uprights 5 are arranged between support frames 4 and each rail beam 2 at equal intervals, the arrangement of landscape uprights 5 is referred to fig. 3, and are uniformly arranged at a certain interval along rail beams 2 according to calculation under load, the bottom of the landscape upright post 5 is welded with the track beam 2, the top of the landscape upright post 5 is fixedly connected with the supporting frame 4, and the landscape upright post 5 adopts an H-shaped steel structure.

The walking platform 3 is hinged on the top of the supporting frame 4, the walking platform 3 is divided into a first passageway and a second passageway, the first passageway and the second passageway are respectively positioned above the two track beams 2, the first passageway and the second passageway positioned above the pier stud 1 are mutually communicated, and a gap is arranged between the first passageway and the second passageway of the rest parts, referring to figure 3, the landscape passageways are only communicated in a certain range at the pier stud 1 part and two sides thereof, the landscape passageways above the track beams 2 at the rest parts are separated into two landscape passageways, so that the walking platform 3 in a multi-section H-shaped plate type serial connection shape is formed, the pulling force to the landscape passageways generated by the downward displacement of the track beams 2 at one side of the suspended monorail transit vehicle can be effectively reduced, the landscape passageways are weakened to be bent and deformed due to the pulling force, the walking platform 3 is made of light and high-strength materials and needs anti-skid treatment, and high light-transmittance materials can be adopted according to needs, for example, the running platform 3 can adopt super white laminated toughened glass, patterned anti-skid steel plates and the like.

The supporting frame 4 is composed of longitudinal and transverse beam systems, and is in a steel structure keel form, namely a steel structure framework composed of section steel beams and steel square tube beams.

The landscape footpath is provided with a plurality of anti-overturning devices 7, the number of the anti-overturning devices 7 can be combined with safety requirements, a plurality of anti-overturning devices 7 are arranged on the one-span track beam 2, the anti-overturning devices 7 can adopt pre-tensioned steel cables, the anti-overturning devices 7 are symmetrically arranged about one track beam, one end of each anti-overturning device 7 is connected with the supporting frame 4, the other end of each anti-overturning device is connected with the track beam 2, and the anti-overturning devices 7 serve as safety redundancy measures of the landscape footpath to improve the safety of the landscape footpath, so that the landscape footpath is still safe and reliable under the condition that one side of the landscape footpath is subjected to concentrated loads.

Landscape footpath is provided with lightning arrester 8, and lightning arrester 8 includes steel member and wire, and the steel member is installed at 4 tops of braced frame, and lightning arrester 8 sets up the part that lies in pier stud 1 top on braced frame 4, and lightning arrester 8 is connected with the single track lightning-arrest system of suspension type.

A plurality of access holes 7 are arranged on the longitudinal central line of the walking platform 3 and are used for the staff to overhaul the landscape footpath and evacuate passengers on the evacuation platform 21.

The protective facility 10 adopts a movable mode of rotating the movable guardrail, wherein the rotation of the movable guardrail (comprising an upright post 12 and a wind barrier strip 13) is realized by rotating the wind barrier strip 13, the upright post 12 of a single standard movable unit is a fixed structure, the upright post 12 passes through the fixed structure 11, and the bottom of the upright post is buried in the supporting frame 4. The wind barrier strips 13 and the upright post 12 are transited by adopting a short shaft 17 with a circular cross section, and the circle centers of the short shafts 17 with the circular cross section are the rotation centers of the wind barrier strips 13, as shown in fig. 6, 7 and 8, the rotation of the wind barrier strips 13 is driven by a motor to drive a driving flywheel 18 to rotate, so as to drive a chain 20 to rotate, further drive a plurality of driven flywheels 19 to synchronously rotate, and further realize the synchronous rotation of the wind barrier strips 13.

The bottom of the wind measuring device 14 is provided with a wind measuring device upright post 15 for supporting the wind measuring device, the wind measuring device upright post 15 is arranged on the inner side of the protective facility and does not interfere with the operation of the movable guardrail, and the wind measuring device 14 is a wind measuring sensor and is connected to a signal system of the traffic engineering where the wind measuring device is located.

The working process of the protective facility comprises the following steps:

the wind measuring sensor measures the wind speed and the wind direction and inputs the wind speed and the wind direction into a signal system of the traffic engineering, when the wind speed reaches a certain limit value, a power device 14 is started through a power control system of the traffic engineering, and the movable guardrail wind barrier strip 13 is rotated to the minimum wind blocking position (as shown in figure 7), so that the stress of the structure of the traffic system is reduced, and the safety of the structure of the traffic system is ensured; under the normal condition, the movable guardrail windbreak strip 13 is erected (as shown in fig. 6), and under the condition that the movable guardrail windbreak strip 13 is erected, the safety of travelling vehicles and pedestrians is guaranteed.

The utility model discloses a structure schematic diagram that FIG. 5 shows 1 standard cell, walks along the traffic system line of place and moves the line direction, and the structural arrangement of other units is unanimous with this standard cell. The wind measuring device 14 may be set at an appropriate distance, and is not necessarily set for each unit.

Referring to fig. 1-2 and 9-10, the vehicle is hung under the track beam 2, the maximum profile envelope of the vehicle at rest is the vehicle limit 30, and the maximum profile envelope formed in the vehicle running state (including the fault running state) is the equipment limit 29.

Evacuation system includes evacuation platform 21, outside railing 23 and inboard railing 24, evacuation platform 21 is connected with the shaft of pier stud 1, pier stud 1 provides the holding power for evacuation platform 21, evacuation platform 21 width is greater than pier stud 1 size, (refer to fig. 1 ~ 2) evacuation platform 21 lies in vehicle equipment boundary 29 below on vertical height, evacuation platform 21 transversely stretches into vehicle door boundary within range, can guarantee that evacuation platform 21 does not invade the boundary when the train operation, because evacuation platform 21 stretches into vehicle door boundary within range during the rescue, there is not the space in the middle of the vehicle gets into evacuation platform 21, can guarantee evacuation passenger's safety, the direct accessible vehicle door of passenger or emergency gate step into evacuation platform 21 top (need not to adopt rope ladder etc.), the security is very high.

Two groups of inner side railings 24 are symmetrically arranged on two sides of the top of the evacuation platform 21 along the running track of the vehicle, each group of inner side railings 24 comprises a plurality of continuously arranged inner side railings (arranged according to 2m of the inner side railings 24), and when the vehicle runs normally, the inner side railings 24 are in a pull-up locking state.

At the portion of the evacuation platform 21 near the pier 1, the space is very narrow due to the obstruction of the pier 1, and passengers cannot be evacuated well. Here evacuation platform 21 is close to vehicle operation one side still is provided with outside railing 23, and outside railing 23 is in the platform outside, and outside equipment boundary limit 29, the rising back is collapsible to the U-shaped (refer to fig. 10), and outside railing 23 rises and locks the opening side and the laminating of inboard railing 24.

When the train runs at ordinary times, the outer side rail 23 is in a folding and contracting state, the equipment limit 29 is not influenced, and the train running is not influenced.

The inner side rail 24 and the outer side rail 23 can adopt the rails shown in fig. 9, and are composed of a folding support 25, two telescopic sleeves 26, a telescopic button 27 and a movable lock catch 28 for locking the heights of the inner side rail 24 and the outer side rail 23, the folding support 25 is installed between the two telescopic sleeves 26, the movable lock catch 28 and the telescopic button 27 are both arranged at the top of the folding support 25, the opening end face of the telescopic button 27 is generally arranged downwards (can also be arranged upwards), and the telescopic and locking of the rails are technical means commonly used by technicians in the field.

The vehicle may fail at two locations, the evacuation process after failure is as follows:

1) referring to fig. 10, in case of a fault, if a vehicle is near a pier stud 1, a crew member or a passenger presses down an inner side rail 24 at a position a by pressing a telescopic button 27 on the inner side rail 24, so that the passenger enters an evacuation platform 21, and after evacuation of the passenger is completed, the outer side rail 23 is pulled up, and the outer side rail 23 is locked, so that the outer side rail 23 and the inner side rail 24 at a position B are in a closed state, and the evacuation passenger is ensured to pass through the pier stud 1, because the space of the evacuation platform 21 between adjacent pier studs 1 is limited, the arrangement of the outer side rail 23 ensures that the whole rail is still closed when the inner side rail 24 is pressed down, the passenger can walk on two sides of the adjacent pier stud 1 through the vicinity of the pier stud 21, so that the liquidity of the evacuation platform 21 is ensured, the evacuation capability of the evacuation platform 21 is improved, the potential safety hazard is reduced, and when the rescue vehicle, the passengers are evacuated by the rescue vehicle and the inner side rail 24 at the position A is pulled up again after evacuation.

2) Referring to fig. 10, in case of a fault, if a vehicle is located between two pillars 1, a crew member or a passenger presses down the telescopic button 27 of the nearest inner side rail 24, the inner side rail 24 is unlocked, the inner side rail 24 is pressed down, the passenger enters the evacuation platform 21 through the pressed inner side rail 24, after all passengers enter the safe area and the top of the evacuation platform 21, the inner side rails 24 on both sides can be pulled up again, so that the inner side rails play a role in protection, the safety of the passenger is ensured, after the rescue vehicle arrives, the inner side rails 24 are pressed down, the passenger is evacuated through the rescue vehicle, and after evacuation, the inner side rails 24 are pulled up again.

And then make the vehicle wherever break down, all can make the convenient quick evacuation of passenger, above-mentioned passenger evacuation in-process, the passenger is evacuated to still can be through the cat ladder climbing after evacuation platform 21 top to climb to walking the top of platform 3 and accomplish evacuation through access hole 9, increased sparse mode, improved sparse efficiency.

The foregoing is illustrative of the preferred embodiments of the present invention, and it is to be understood that the invention is not limited to the precise forms disclosed herein, and that various other combinations, modifications, and environments may be resorted to, falling within the scope of the invention as defined by the appended claims. But that modifications and variations may be effected by those skilled in the art without departing from the spirit and scope of the invention, which is to be limited only by the claims appended hereto.

Claims (10)

1. The landscape footpath suitable for the suspended monorail is suitable for the suspended monorail, the suspended monorail comprises piers and track beams on two sides of the piers, vehicles are hung below the track beams, and the landscape footpath is characterized in that the landscape footpath comprises a walking platform, the walking platform is arranged above the two track beams through a connecting structure, the walking platform is divided into a first aisle and a second aisle, the first aisle and the second aisle are respectively arranged above the two track beams, the first aisle and the second aisle on the upper portion of the piers are communicated with each other, gaps exist between the first aisle and the second aisle on the other portions, protective facilities are further arranged on two sides of the top of the connecting structure, a plurality of access holes are communicated on the longitudinal central line of the walking platform, and an evacuation system for evacuating passengers is further arranged below the landscape footpath, a passage for evacuating passengers is arranged between the evacuation system and the manhole.

2. The landscape footpath suitable for the suspended monorail of claim 1, wherein the connecting structure is composed of a support frame and a plurality of landscape uprights, the support frame is arranged above the track beam, the landscape uprights are arranged between the support frame and the track beam at intervals, the landscape uprights are evenly distributed along the longitudinal direction of the track beam, the bottoms of the landscape uprights are welded with the track beam, the tops of the landscape uprights are fixedly connected with the support frame, and the walking platform is arranged at the top of the support frame.

3. A landscape footpath suitable for a suspended monorail according to claim 2, wherein the landscape footpath is provided with overturn prevention devices symmetrically installed about one of the rail beams, the overturn prevention devices being connected at one end to the support frame and at the other end to the rail beam.

4. The landscape footpath suitable for the suspended monorail of claim 2, wherein the landscape footpath is provided with a lightning arrester, the lightning arrester is arranged on the top of the supporting frame, the lightning arrester is arranged on the part of the supporting frame above the pier stud, and the lightning arrester is connected with a lightning protection system of the suspended monorail.

5. The landscape footpath suitable for a suspended monorail according to claim 2, wherein the protective facilities comprise movable guardrails, power devices, wind measuring devices and fixed structures, the fixed structures are arranged on two sides of the supporting frame, the movable guardrails are arranged on the fixed structures, the wind measuring devices are arranged above the supporting frame, and the power devices for driving the movable guardrails to synchronously rotate are arranged on the fixed structures.

6. The landscape footpath suitable for the suspended monorail according to claim 5, wherein the movable guardrail comprises an upright post and a plurality of wind barrier strips, the upright post is mounted on the fixed structure, the power device comprises a motor, a driving flywheel, a plurality of driven flywheels and a chain, both ends of the wind barrier strips are rotatably connected with the upright post through short shafts, the driven flywheels are mounted on the ends of the short shafts at one ends of the wind barrier strips through the upright post, the driving flywheel is mounted on an output shaft of the motor, the chain is clamped with the driving flywheel and the plurality of driven flywheels, and the specifications of the driving flywheel and the driven flywheels are the same.

7. A landscape footpath according to claim 6 wherein the air barrier strips are triangular prisms in the form of a triangular cross-section.

8. The landscape footpath suitable for the suspended monorail according to claim 1, wherein the maximum contour envelope curve of the vehicle at rest is a vehicle limit curve, the maximum contour envelope curve formed in the vehicle running state is an equipment limit curve, the evacuation system comprises an evacuation platform, the evacuation platform is connected with a pier, the pier provides supporting force for the evacuation platform, the width of the evacuation platform is larger than the size of the pier, the evacuation platform is located below the equipment limit curve of the vehicle in the vertical height, the evacuation platform transversely extends into the range of the vehicle door limit curve of the vehicle, a plurality of ladder stands are arranged on the evacuation platform, the ladder stands are arranged in one-to-one correspondence with the access holes, and the top ends of the ladder stands extend to the upper side of the walking platform through the access holes.

9. The landscape footpath suitable for a suspended monorail according to claim 8, wherein the evacuation system further comprises an outer side rail and an inner side rail, two sets of inner side rails are symmetrically arranged on both sides of the top of the evacuation platform along the vehicle running track, the inner side rail is located outside the equipment limit, the evacuation platform at the pier stud is further provided with an outer side rail near one side of the vehicle running, the inner side rail and the outer side rail are both folding rails, the outer side rail is located inside the equipment limit and outside the vehicle limit, the outer side rail is located outside the equipment limit when folded, the inner side rail and the outer side rail are both arranged perpendicular to the evacuation platform, each set of the inner side rail comprises a plurality of inner side rails which are continuously arranged, and the inner side rail and the outer side rail are both liftable and lockable rails, the both ends are collapsible to be the U type behind the outside railing risees, outside railing risees behind the locking opening side with the laminating of inboard railing.

10. The landscape footpath suitable for a suspended monorail of claim 9, wherein the inner railing and the outer railing each comprise a folding bracket, two telescopic sleeves, a telescopic button for unlocking the lifting of the inner railing and the outer railing, and a movable lock catch for locking the heights of the inner railing and the outer railing, the folding bracket is installed between the two telescopic sleeves, and the movable lock catch and the telescopic button are both arranged on the folding bracket.

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