CN217145966U - Track foundation and suspension type track system convenient for transferring personnel - Google Patents

Track foundation and suspension type track system convenient for transferring personnel Download PDF

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Publication number
CN217145966U
CN217145966U CN202221018219.0U CN202221018219U CN217145966U CN 217145966 U CN217145966 U CN 217145966U CN 202221018219 U CN202221018219 U CN 202221018219U CN 217145966 U CN217145966 U CN 217145966U
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track
walking
corridor
platform
walking platform
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韦重耕
唐伟锋
何先志
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Jiangsu Feisuo Zhixing Equipment Co ltd
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Jiangsu Feisuo Zhixing Equipment Co ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02TCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO TRANSPORTATION
    • Y02T30/00Transportation of goods or passengers via railways, e.g. energy recovery or reducing air resistance

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Abstract

The utility model relates to a track foundation and suspension type track system convenient to transfer personnel, including walking platform and the pier that is used for supporting the track, walking platform sets up between two adjacent piers, and the both ends of walking platform are fixed in the corresponding pier respectively, and walking platform constructs the corridor along its length direction, the both sides in corridor are constructed the guardrail respectively; the guardrail on at least one side is provided with an evacuation structure for people to go up and down, the evacuation structure is obliquely arranged, and the lower end of the evacuation structure is communicated with the corridor; the utility model provides a track basis is through setting up sparse structure in guardrail department for when the railcar breaks down, personnel on the car can fall to the corridor fast through sparse structure, need not extra appurtenance, not only can be smooth, high-efficient, the personnel on the safe transfer car, overall structure is simple moreover, with low costs, the conversion and the implementation of being more convenient for, and are very practical.

Description

Track foundation and suspension type track system convenient for transferring personnel
Technical Field
The utility model relates to a suspension type track traffic technical field, concretely relates to track basis and suspension type rail system convenient to shift personnel.
Background
A suspended track system generally includes a track base, a rail car, a car connected to the rail car and suspended below the rail car, wherein the track base generally includes studs installed at intervals on the ground, and a track fixed to the studs, the studs are mainly used for supporting the track so that the track can be erected in the air, and the rail car is configured as an adaptation track so that the rail car can move along the track, thereby driving the car to move forward.
In the suspension type track system, the track is erected in the air, and the rail car drives the lift car to run in the air. In the actual operation process, the rail car may have the problem of failure and shutdown, and at this moment, personnel in the car can be stranded in the air, need carry out rescue and transfer to personnel. The prior art discloses techniques for placing a corridor alongside the track to transfer people, although people can be transferred from the car to the corridor. However, in implementation, the problem that the car is matched with the corridor needs to be overcome, specifically, because the corridor is arranged in a hollow state, guard rails with a certain height need to be arranged on two sides of the corridor for safety; the car door of the car is usually opened on one side of the car; if the running height of the car is consistent with the corridor, the car door corresponds to the guardrail of the corridor, and at the moment, personnel on the car can reach the corridor by turning over the guardrail, so that the efficiency of transferring personnel is influenced, and the car is very dangerous and impractical; some patents have designed guardrails capable of being automatically controlled (for example, in a landscape footpath suitable for a suspended monorail disclosed by the Chinese patent CN 110644345A, a guardrail capable of acting is disclosed), which causes the cost to be greatly increased, and the failure rate is also increased, so that the guardrail is not practical. If the travelling height of car is higher than the guardrail, then there is the difference in height between car door and the corridor, personnel in the car need extra instrument usually, like rope ladder etc. just can reach the corridor, not only influence the efficiency that shifts personnel, personnel fall easily in addition and hinder, unusual danger, it is also not practical, consequently, how smooth, high-efficient, low-cost transfer personnel to the corridor from the car, urgent to wait to solve.
Disclosure of Invention
The utility model aims to solve prior art, car and corridor can not mutually support, and the process that leads to personnel in the transfer car has inefficiency, dangerous, and unpractical problem, provides a track basis of personnel in being convenient for shift car, and not only simple structure, with low costs can be smooth moreover, high-efficient, safe transfer personnel, and the main design is:
a track foundation convenient for transferring personnel comprises a walking platform and a column pier for supporting a track, wherein,
the walking platform is arranged between two adjacent column piers, two ends of the walking platform are respectively fixed to the corresponding column piers, the walking platform is provided with a corridor along the length direction of the walking platform, and two sides of the corridor are respectively provided with a guardrail;
the guardrail of at least one side is provided with the evacuation structure that supplies personnel to go up/down, evacuation structure slope sets up, and evacuation structure's lower extreme is linked together with the corridor. In this scheme, through set up the walking platform between two adjacent piers, on the one hand for two adjacent piers can link together through the walking platform, can play the effect of structural enhancement, make this track basis more stable, firm. On the other hand, the walking platform is used for supporting the corridor and the guardrail and plays a role in bearing; the corridor is used for people to pass through, can be used as a sightseeing channel of tourists when in use, can also be used as a bridge for a track foundation crossing a river, and has a plurality of application scenes. In addition, when the rail car breaks down, the personnel in the car can be transferred to the corridor, so that the corridor can also be used as an evacuation channel for transferring and evacuating personnel, and the problem of facilitating rescue and transferring of the personnel in the car is solved. The guardrail can play the effect of protection, and through set up sparse structure at the guardrail, sparse structure slope sets up, and sparse structure can supply personnel from top to bottom for when the railcar breaks down, the car stops in the position department of the sparse structure of adaptation, and personnel on the car can fall to the corridor through sparse structure fast, need not extra appurtenance, not only can be smooth, the personnel on the high-efficient, safe transfer car, overall structure is simple moreover, with low costs, the conversion and the implementation of being more convenient for, and is very practical.
Preferably, the walking platform further comprises a supporting framework and a walking frame, two ends of the supporting framework are respectively connected to adjacent column piers, the guardrails are respectively connected to two sides of the supporting framework, the upper end of the evacuation structure is connected to the guardrails, and the lower end of the evacuation structure is connected to the supporting framework; the walking frame is arranged on the supporting framework and used for people to walk.
Preferably, the guardrails of both sides are provided with respectively sparse structure, just the walking frame sets up between two sparse structures, and walking frame and two sparse structures enclose jointly into the corridor.
Preferably, the walking frame is a flat plate or a net frame.
For improving structural stability, further, still be provided with a plurality of crossbeams between two sparse structures, the crossbeam respectively with the supporting framework is parallel to be located the top of supporting the firmware, the walking frame sets up in the crossbeam. In order to effectively increase the width of the corridor.
In some aspects, the evacuation structure is a ramp arranged at an incline. So that the personnel in the car can slide into the corridor below through the sliding plate, and the personnel on the car can be efficiently and safely transferred.
In other schemes, the evacuation structure adopts a ladder frame. So that the personnel in the car can step into the corridor below through the ladder frame, and the personnel on the car can be smoothly, efficiently and safely transferred.
In order to simplify the structure, preferably, the ladder frame includes a plurality of obliquely arranged support beams and a plurality of longitudinal beams serving as steps, the support beams are arranged at intervals along the length direction of the walking platform, the length direction of the longitudinal beams is consistent with the length direction of the walking platform, and the longitudinal beams are arranged at intervals along the length direction of the support beams. The evacuation structure with the structure has the advantages of simple structure and low cost, not only can play a role in strengthening the structure, but also can be used as steps for people to go up and down, and is convenient for transferring the people to a corridor.
In order to improve the bearing capacity, preferably, the supporting framework is a truss, and/or the guardrail is a truss. The truss is used as a bearing part, so that the structure is simple, the cost is low, the bearing capacity is higher, and the stability is higher.
Preferably, the supporting framework is a parallel chord truss, and/or the guardrail is a parallel chord truss.
In order to facilitate people to go up and down the corridor, the walking platform further comprises a stair for grounding, and the stair is fixed on the pier and communicated with the corridor. In order to transfer the personnel to the ground and also to facilitate the passage of the personnel on the ground up to the corridor via the stairs.
Further, still include connection platform, connection platform is fixed in the pier, connection platform's both sides are provided with the rail respectively and form the passageway between two rails, walking platform connect in connection platform to make corridor and passageway be linked together. Not only the installation of walking platform is convenient for, the intercommunication in two adjacent corridors of being more convenient for moreover.
In order to improve the stability of the walking platform, the walking platform further comprises a plurality of slings, one end of each sling is respectively connected with the walking platform, the other end of each sling is respectively connected with the corresponding column pier, and the slings are used for suspending the walking platform. The structure strength of the walking platform is improved, the stability of the walking platform is improved, and the bearing capacity of the walking platform can be obviously improved.
A suspension type track system comprises a rail car and the track foundation, wherein the pier is provided with at least one track; the rail car is arranged on the track and used for running along the track, and a lift car is hung below the rail car; the walking platform is installed at the position of adaptation car.
Furthermore, the lifting device further comprises a plurality of lifting ropes, the upper ends of the lifting ropes are respectively connected to the track, the lower ends of the lifting ropes are respectively connected to the walking platform, and the lifting ropes are used for suspending the walking platform.
Compared with the prior art, use the utility model provides a pair of track basis and suspension type rail system convenient to transfer personnel, through setting up sparse structure in guardrail department for when the railcar breaks down, personnel on the car can fall to the corridor fast through sparse structure, need not extra appurtenance, not only can be smooth, high-efficient, the personnel on the safe transfer car, overall structure is simple moreover, with low costs, the conversion and the implementation of being more convenient for, and are very practical.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention, and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
Fig. 1 is a schematic view of a three-dimensional structure of a track foundation provided by an embodiment of the present invention.
Fig. 2 is a front view of fig. 1.
Fig. 3 is a top view of a track foundation according to an embodiment of the present invention.
Fig. 4 is a cross-sectional view taken at a-a in fig. 3.
Fig. 5 is a partial schematic view of a pier in a track foundation provided by an embodiment of the present invention.
Fig. 6 is a schematic structural diagram of a walking platform in a track foundation provided by an embodiment of the present invention.
Fig. 7 is a schematic structural view of a walking frame in a track foundation provided by an embodiment of the present invention.
Fig. 8 is a top view of fig. 6.
Fig. 9 is a right side view of fig. 6.
Fig. 10 is a front view of fig. 6.
Fig. 11 is a front view of another walking platform in a track foundation provided by an embodiment of the present invention.
Fig. 12 is a top view of fig. 11.
Fig. 13 is a front view of another walking platform in a track foundation provided by an embodiment of the present invention.
Description of the drawings
Pier 100
Walking platform 200, supporting framework 201, chord 202, rod 203, corridor 204, guardrail 205, cross beam 206, evacuation structure 207, slide plate 208, ladder 209, supporting beam 210 and longitudinal beam 211
Walking frame 300, frame 301, metal net 302
Connecting platform 400, supporting plate 401, rib plate 402, fence 403 and channel 404
Stair 500
A track 601, a rail car 602, a car 603, and a sling 604.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. The components of embodiments of the present invention, as generally described and illustrated in the figures herein, may be arranged and designed in a wide variety of different configurations. Thus, the following detailed description of the embodiments of the present invention, presented in the accompanying drawings, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. Based on the embodiment of the present invention, all other embodiments obtained by the person skilled in the art without creative work belong to the protection scope of the present invention.
Example 1
Referring to fig. 1, the present embodiment provides a track foundation for people to be transferred, which includes a walking platform 200 and a pier 100, wherein the lower end of the pier 100 is generally fixed to the ground, and the pier 100 may be an existing pier 100, such as the existing pier 100 with a reinforced concrete structure, or the pier 100 with a steel structure (e.g., a rectangular steel pipe, a cylindrical steel pipe, etc.). In actual construction, the rails 601 are typically fixed to the upper ends of the piers 100 so that the piers 100 primarily serve to support the rails 601, and the piers 100 are also the primary load bearing members of the foundation of the entire rails 601. For bearing convenience, the pier 100 may adopt an inverted L-shaped structure, so that one, two or more rails 601 are installed at one side of the pier 100; the pier 100 may also adopt a T-shaped structure, as shown in fig. 1 and 2, so that rails 601 are respectively installed at both sides of the pier 100; the column 100 may also adopt a gate-shaped structure or an H-shaped structure, etc. to mount the rail 601 at the inside of the column 100. For the track 601 foundation, several piers 100 are usually included to provide a continuous track 601, and in practice, the distance between two adjacent piers 100 may be determined according to practical requirements, for example, the distance may be 20m, 25m, 30m, etc., which is not illustrated here.
In this embodiment, the walking platform 200 includes a corridor 204 for people to walk and a guardrail 205 disposed on both sides of the corridor 204, the walking platform 200 is disposed between two adjacent studs 100, as shown in fig. 1 and fig. 2, and both ends of the walking platform 200 are respectively fixed to the corresponding studs 100, so that the two adjacent studs 100 can be connected together through the walking platform 200, and the walking platform can have a structurally reinforced effect, and the track 601 is more stable and reliable.
The corridor 204 is disposed along the length direction of the walking platform 200, as shown in fig. 1 and fig. 3, the corridor 204 is used for people to pass through, when in use, the corridor 204 can be used as a sightseeing passage 404 for tourists, and for the track 601 base crossing rivers, the corridor 204 can also be used as a bridge, and the application scenarios are many. In addition, when the rail car 602 has a fault, the people in the car 603 can be transferred to the corridor 204, so that the corridor 204 can also be used as an evacuation channel 404 for transferring and evacuating people, and the purpose of rescuing and transferring the people in the car 603 is achieved.
The guard rails 205 are respectively disposed on two sides of the corridor 204, as shown in fig. 3, 4, 6, 9 and 10, the guard rails 205 can serve as a guard. In this embodiment, the guardrail 205 on at least one side is provided with an evacuation structure 207 for people to go up and down, as shown in fig. 6 and 10, the evacuation structure 207 is obliquely arranged, and the lower end of the evacuation structure 207 is communicated with the corridor 204, so that when the rail car 602 fails, the car 603 can just stay at the position of the adaptive evacuation structure 207, and people on the car 603 can quickly fall down to the corridor 204 through the evacuation structure 207 without additional auxiliary tools, thereby not only smoothly, efficiently and safely transferring people on the car 603, but also having simple overall structure and low cost, being more convenient for conversion and implementation and being very practical.
The walking platform 200 has various implementation structures, and preferably, in this embodiment, the walking platform 200 includes a supporting frame 201 and a walking frame 300, wherein both ends of the supporting frame 201 are respectively connected to the adjacent piers 100, the guard rails 205 are respectively connected to both sides of the supporting frame 201, as shown in fig. 6 and 10, an upper end of the evacuation structure 207 is connected to the guard rails 205, and a lower end of the evacuation structure 207 is connected to the supporting frame 201, so that people can rapidly descend to the corridor 204 along the evacuation structure 207. As shown in fig. 4-6 and 10, the walking frame 300 is disposed on the supporting frame 201, and is mainly used for people to walk and prevent people from stepping on the walking frame; in implementation, the walking frame 300 may be a flat plate, such as a wood plate, a steel plate, a plastic plate, etc., and only needs to be laid on the supporting framework 201, and the walking frame 300 may also be a net-shaped frame, which generally includes a frame 301 and a metal net 302 (such as a steel wire net, etc.) tensioned on the frame 301, as shown in fig. 6 and 7, the mesh size of the metal net 302 may be reasonably controlled, so that the purpose of supporting personnel is achieved, and weight reduction is facilitated.
In practice, the evacuation structure 207 is arranged on one side of the track 601, for example, when the track 601 is arranged on only one side of the walking platform 200, the side protection fence 205 is provided with the evacuation structure 207, and in this case, the evacuation structure 207, the walking frame 300 and the side protection fence 205 just enclose the corridor 204. When the rails 601 are respectively disposed on both sides of the walking platform 200, the evacuation structures 207 are respectively disposed on the side barriers 205 on both sides, as shown in fig. 4, 6 and 10, and the walking frame 300 can be disposed between two evacuation structures 207, in this case, the walking frame 300 and two evacuation structures 207 on both sides can be enclosed into the corridor 204, as shown in the figure. In order to improve the structural stability, in a further embodiment, a plurality of cross beams 206 are further disposed between the two evacuation structures 207, the cross beams 206 are respectively parallel to the supporting frames 201 and are located above the supporting fasteners, as shown in fig. 6 and 10, the walking frame 300 is disposed on the cross beams 206, and by adopting such a structure, not only the structural strength of the whole walking platform 200 can be enhanced, but also the width of the corridor 204 can be effectively increased.
The evacuation structure 207 has various embodiments, and by way of example, the evacuation structure 207 may be a slide plate 208 disposed at an angle, as shown in fig. 11 and 12, so that people in the car 603 can slide into the corridor 204 below through the slide plate 208 to efficiently and safely transfer people on the car 603. In practice, the upper end of the sliding plate 208 may be fixed to the guard rail 205, and the lower end may be fixed to the support frame 201; the sliding plates 208 may be arranged at intervals along the length direction of the walking platform 200, or may be arranged continuously along the length direction of the walking platform 200. As another example, the evacuation structure 207 may also employ a step shelf 209 such that a person in the car 603 may step into the lower hallway 204 via the step shelf 209 to smoothly, efficiently, and safely transfer the person in the car 603. The ladder rack 209 may be an existing steel structure ladder 500, a plastic structure ladder 500, a wood structure ladder 500, or the like, and in order to simplify the structure, in this embodiment, the ladder rack 209 includes a plurality of obliquely arranged support beams 210 and a plurality of longitudinal beams 211 as steps, as shown in fig. 4, 6 to 10, each of the support beams 210 is respectively arranged at intervals along the length direction of the walking platform 200, the upper ends of the support beams 210 may be fixed to the guard rails 205, and the lower ends may be fixed to the support frame 201. The longitudinal direction of the side members 211 coincides with the longitudinal direction of the traveling platform 200, and as shown in fig. 6 and 8, the side members 211 are provided at intervals along the longitudinal direction of the support beam 210 so as to serve as steps on which a person steps. The ladder frame 209 adopting the structure has the advantages of simple structure and low cost, not only can play a role of structural reinforcement, but also can be used as a step for people to go up and down by the longitudinal beam 211, so that the people can be conveniently transferred to the corridor 204. In practice, the longitudinal beams 211 may be round bars, but square bars, angle bars, etc. may be preferably used for the longitudinal beams 211 in order to increase the contact area, as shown in fig. 10, for the convenience of the person stepping on. Of course, the evacuation structure 207 may also be a rope disposed on the guardrail 205, a slide bar obliquely connected to the guardrail 205, or the like, which can help people to quickly descend.
In practice, the support frame 201 may be an existing support, but in a preferred embodiment, the support frame 201 may be a truss, and similarly, the guard rail 205 may be an existing guard rail 205, but in a preferred embodiment, the guard rail 205 may be a truss; in practice, the guard rail 205 may be welded or riveted to the support frame 201, or may be connected to the support frame 201 by bolts. The truss is used as a bearing part, so that the structure is simple, the cost is low, the bearing capacity is higher, and the stability is higher. In order to simplify the structure, in a preferred embodiment, the supporting framework 201 is a parallel chord truss, for example, as shown in fig. 6, the parallel chord truss comprises two chords 202 arranged in parallel and a plurality of rods 203, each rod 203 is respectively arranged between the two chords 202, two ends of each rod 203 are respectively connected to the two chords 202, the rods 203 are perpendicular or inclined to the chords 202, and the chords 202 and the two adjacent rods 203 can jointly form a triangular structure, as shown in fig. 6. Similarly, the guard rail 205 is also a parallel chord truss, and the supporting framework 201 and the guard rail 205 can be an integrated structure, which is not only simple in structure, but also strong in bearing capacity.
In order to fix the walking platform 200, in practice, the supporting frame 201 may be fixed to the corresponding stud 100, for example, an end of the supporting frame 201 may be welded to the corresponding stud 100, an end of the supporting frame 201 may also be connected to the corresponding stud 100 by a bolt, and in addition, an end of the supporting frame 201 may also be hinged to the corresponding stud 100 by a pin. Two adjacent walking platforms 200 can be butted together at the column pier 100 to realize the communication of the corridors 204 in the two adjacent walking platforms 200, and in another preferred embodiment, the walking platform further comprises a connecting platform 400, the connecting platform 400 is fixed to the column pier 100, as shown in fig. 1 to 5, two sides of the connecting platform 400 are respectively provided with a fence 403, a channel 404 can be formed between the two fences 403, the walking platforms 200 can be connected to the connecting platform 400 through bolts, can be hinged to the connecting platform 400 through pins, can be welded to the connecting platform 400, and enables the corridors 204 to be communicated with the channel 404, thereby not only facilitating the installation of the walking platforms 200, but also enabling two adjacent corridors 204 to be communicated with each other through the channel 404 so that a person can walk along the track 601. The connection platform 400 can be implemented by using an existing structure, for example, the connection platform 400 includes a support plate 401 connected to the pier 100, the support plate 401 surrounds a circle along the pier 100, a plurality of ribs 402 are disposed below the support plate 401, the fences 403 are respectively fixed to the support plate 401, and the support frame 201 of the walking platform 200 can be connected to the support plate 401.
To facilitate the movement of persons up and down the corridor 204, in a more sophisticated embodiment, the walking platform 200 further comprises a stair 500 for connecting to the ground, the stair 500 being fixed to the pier 100 and being in direct communication with the corridor 204, or being in communication with the corridor 204 through the passageway 404, as shown in fig. 1 and 2, so that the persons in the corridor 204 can be moved to the ground through the stair 500, and the persons on the ground can be moved up to the corridor 204 through the stair 500, which is very convenient.
Example 2
In order to simplify the structure, the main difference between the present embodiment 2 and the above embodiment 1 is that the track 601 provided in the present embodiment is based on a structure in which the walking frame 300 can be directly fixed to the supporting frame 201, as shown in fig. 13.
Example 3
In order to improve the stability of the walking platform 200, the main difference between the embodiment 2 and the embodiment 1 or 2 is that the track 601 provided by this embodiment further includes a plurality of suspension cables 604, one end of each suspension cable 604 is connected to the walking platform 200, the other end of each suspension cable 604 is connected to the corresponding pier 100, and the suspension cables 604 are obliquely arranged and tensioned, and are mainly used for suspending the walking platform 200, which is not only beneficial to improving the structural strength of the walking platform 200, but also beneficial to improving the stability of the walking platform 200, and can significantly improve the bearing capacity of the walking platform 200. In practice, the sling 604 may preferably be a wire rope, and the sling 604 may be connected to the support frame 201 or the guard rail 205.
Example 4
This embodiment provides a suspended track system, which comprises a track 601 foundation as described in embodiment 1 or embodiment 2, and the pier 100 is provided with at least one track 601, for example, as shown in fig. 1-5, two tracks 601 are respectively provided on two sides of the pier 100.
More perfectly, this system still includes a plurality of railcar 602 of adaptation track 601, as shown in fig. 1-5, railcar 602 sets up in track 601 for along track 601 operation, and hang car 603 below railcar 602, car 603 is used for easily holding personnel and/or goods, and car 603 door has been seted up to one side or both sides of car 603 for get on or off personnel or goods.
In practice, the walking platform 200 is mounted at a position to fit the car 603, i.e., the mounting position of the walking platform 200 in the height direction of the pier 100 should fit the car 603, as shown in fig. 1, 2 and 4, and the guard rail 205 and evacuation structure 207 are configured to fit the car 603. By way of example, the car 603 can be arranged on the outer side of the guardrail 205 or obliquely above the guardrail 205 and run in a direction parallel to the guardrail 205, so that the car 603 can be matched with the guardrail 205 on one side of the walking platform 200 at any position, so that in the running process, when the rail car 602 fails, the door of the car 603 is opened, people on the car can contact the guardrail 205 of the walking platform 200 and can quickly and safely descend to the lower corridor 204 along the evacuation structure 207 arranged on the guardrail 205 so as to be separated from the car 603, and the purpose of transferring and evacuating people in the car 603 is achieved, and people on the corridor 204 can descend to the ground through the stairs 500 and can ascend to the car 603 on the opposite rail 601 (i.e. the other rail 601) through the evacuation structure 207 constructed on the guardrail 205 on the other side, namely, the transfer of people between the two adjacent rails 601 can be achieved, the rescue and transfer of the personnel are more convenient.
In a more complete scheme, the system further comprises a plurality of suspension ropes 604, as shown in fig. 1, the suspension ropes 604 can be vertically arranged, the upper ends of the suspension ropes 604 are connected to the track 601, and the lower ends of the suspension ropes 604 are respectively connected to the walking platform 200, for example, the suspension ropes can be connected to the supporting framework 201 or the guardrail 205 of the walking platform 200, so as to achieve the purpose of suspending the walking platform 200, thereby not only being beneficial to improving the structural strength of the walking platform 200, but also being beneficial to improving the stability of the walking platform 200, and being capable of obviously improving the bearing capacity of the walking platform 200; in practice, the sling 604 may preferably be a wire rope.
The above description is only for the specific embodiments of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art can easily think of the changes or substitutions within the technical scope of the present invention, and all should be covered within the protection scope of the present invention.

Claims (10)

1. A track foundation convenient for personnel transfer is characterized by comprising a walking platform and column piers for supporting a track, wherein the walking platform is arranged between two adjacent column piers, two ends of the walking platform are respectively fixed on the corresponding column piers, the walking platform is provided with a corridor along the length direction of the walking platform, and two sides of the corridor are respectively provided with a guardrail;
the guardrail of at least one side is provided with the evacuation structure that supplies personnel to go up/down, evacuation structure slope sets up, and evacuation structure's lower extreme is linked together with the corridor.
2. The track foundation for facilitating transfer of persons as claimed in claim 1, wherein the evacuation structure comprises obliquely arranged skids; or the evacuation structure adopts a ladder frame.
3. The track foundation for facilitating personnel transfer according to claim 2, wherein the step frame comprises a plurality of obliquely arranged support beams and a plurality of longitudinal beams as steps, the support beams are respectively arranged at intervals along the length direction of the walking platform, the length direction of the longitudinal beams is consistent with the length direction of the walking platform, and the longitudinal beams are respectively arranged at intervals along the length direction of the support beams.
4. The track foundation for facilitating personnel transfer according to any one of claims 1 to 3, wherein the walking platform comprises a supporting framework and a walking frame, two ends of the supporting framework are respectively connected to adjacent piers, the guard rails are respectively connected to two sides of the supporting framework, the upper end of the evacuation structure is connected to the guard rails, and the lower end of the evacuation structure is connected to the supporting framework;
the walking frame is arranged on the supporting framework and used for people to walk.
5. The track foundation for facilitating personnel transfer according to claim 4, wherein the evacuation structures are respectively arranged on the guard rails at two sides, the walking frame is arranged between the two evacuation structures, and the walking frame and the two evacuation structures jointly enclose the corridor;
and/or the walking frame is a flat plate or a net-shaped frame.
6. The track foundation for facilitating personnel transfer according to claim 5, wherein a plurality of cross beams are further arranged between the two evacuation structures, the cross beams are respectively parallel to the supporting frameworks and are positioned above the supporting fixing members, and the walking frame is arranged on the cross beams.
7. The track foundation for facilitating personnel transfer of claim 4, wherein the supporting framework is a truss, and/or the guard rail is a truss;
and/or the walking platform also comprises a stair for grounding, wherein the stair is fixed on the pier and is communicated with the corridor;
and/or, still include connection platform, connection platform is fixed in the pier, connection platform's both sides are provided with the rail respectively and form the passageway between two rails, walking platform connect in connection platform to make corridor and passageway be linked together.
8. The track foundation for facilitating personnel transfer of claim 7, wherein said supporting framework is a parallel chord truss;
and/or the guardrail adopts a parallel chord truss.
9. A suspended track system comprising a rail car and a track foundation according to any one of claims 1-8, said pier being provided with at least one track; the rail car is arranged on the track and used for running along the track, and a lift car is hung below the rail car; the walking platform is installed at the position of adaptation car.
10. The suspended track system of claim 9, further comprising a plurality of slings, each sling being disposed in an inclined configuration, one end of each sling being connected to the running platform and the other end of each sling being connected to a corresponding pier, the sling being configured to suspend the running platform;
or the lifting device also comprises a plurality of lifting ropes, the upper ends of the lifting ropes are respectively connected to the track, the lower ends of the lifting ropes are respectively connected to the walking platform, and the lifting ropes are used for suspending the walking platform.
CN202221018219.0U 2022-04-29 2022-04-29 Track foundation and suspension type track system convenient for transferring personnel Active CN217145966U (en)

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