Tunnel system with rescue passage for a tubular superconducting maglev track

By introducing a rescue channel design, including safety doors and inflatable slides, into the pipeline-type superconducting maglev track system, the rescue problem in the event of a failure in a closed superconducting maglev track has been solved, enabling rapid evacuation, reducing noise pollution, and improving track stability.

CN224549332UActive Publication Date: 2026-07-24CHINA RAILWAY SIYUAN SURVEY & DESIGN GRP CO LTD
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
CHINA RAILWAY SIYUAN SURVEY & DESIGN GRP CO LTD
Filing Date
2025-08-05
Publication Date
2026-07-24

AI Technical Summary

Technical Problem

Enclosed superconducting maglev track systems are difficult to use for effective rescue in the event of a malfunction, especially due to the lack of rescue channels.

Method used

A pipeline-type superconducting maglev track system with a rescue channel was designed, including a roadbed structure, a pipeline, and an inflatable slide. The pipeline is equipped with a safety door and a safety step. The inflatable slide can be deployed to form an inflatable slide after the safety door is opened, which is connected to the side ditch platform to form a rescue channel.

Benefits of technology

It enables the rapid formation of rescue channels in emergency situations, ensuring the safe evacuation of passengers and staff. It solves the rescue problem in the event of a failure in a closed superconducting maglev track, reduces noise pollution through lightweight concrete segments, and improves track stability through adjustable supports between the support plate and the rail beam.

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Abstract

The utility model discloses a pipeline type superconducting magnetic levitation track system with rescue passage belongs to superconducting magnetic levitation track technical field, including roadbed structure, pipeline and inflatable slide, and the roadbed structure includes the support pipeline's bearing rail beam and the support plate of interval setting below bearing rail beam along the longitudinal direction, and is provided with the side ditch platform at the both sides of support plate, and the one side of pipeline is close to the side ditch platform and is provided with a plurality of safety door along the longitudinal direction interval, and the safety pedal of longitudinal extension is arranged between pipeline and pipeline inner track, and safety pedal intercommunication safety door, and the inflatable slide of setting up after opening safety door forms the inflatable slide for personnel to slide down, and the top of inflatable slide is fixedly connected on the pipeline side wall, and the bottom is located on the side ditch platform, and finally forms the rescue passage from the magnetic levitation train to the side ditch platform, to satisfy the personnel dispersing demand under the emergency condition, and solve the rescue problem when the closed type superconducting magnetic levitation track breaks down.
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Description

Technical Field

[0001] This utility model belongs to the field of superconducting maglev track technology, specifically relating to a pipeline-type superconducting maglev track system with a rescue channel. Background Technology

[0002] Superconducting maglev trains achieve contactless levitation of the train body through a strong magnetic field generated by superconducting materials, while simultaneously being propelled by an electric drive system. By completely eliminating the mechanical friction caused by wheel-rail contact, this new mode of transportation not only meets the operational stability requirements of high-speed maglev trains at speeds of 600 km / h and above, but also significantly reduces energy loss during operation, offering advantages such as high speed, low energy consumption, and environmental friendliness.

[0003] When the superconducting maglev track structure adopts an open maglev structure, the maglev train will generate significant aerodynamic noise during operation, which will seriously affect the surrounding environment. In order to reduce the impact of aerodynamic noise, a tube-type structure can be used to isolate the train body from the outside world. However, it is difficult to set up rescue channels in the tube-type maglev track structure. If the train malfunctions, how to rescue the train becomes one of the primary issues. Utility Model Content

[0004] In response to one or more of the above-mentioned defects or improvement needs of the existing technology, this utility model provides a pipeline-type superconducting maglev track system with a rescue channel, which can meet the rescue needs under emergency conditions and solve the rescue problem when the closed superconducting maglev track fails.

[0005] To achieve the above objectives, this utility model provides a pipeline-type superconducting maglev track system with a rescue channel, which includes a roadbed structure, a pipeline, and an inflatable slide;

[0006] The roadbed structure includes a rail support beam and a support plate. Multiple support plates are arranged longitudinally at intervals below the rail support beam, and side ditch platforms are provided on both sides of the support plates.

[0007] The pipeline is longitudinally arranged on the rail support beam, and multiple safety gates are longitudinally spaced on the side wall of the pipeline near the side ditch platform; a track for the passage of maglev trains is provided inside the pipeline, and a safety pedal connecting the safety gates is provided between the track and the pipeline, and the safety pedal is longitudinally arranged inside the pipeline.

[0008] The inflatable slides are installed in a one-to-one correspondence with the safety doors, and the inflatable slides are housed on the side wall of the pipe. When the safety doors are opened, the inflatable slides can be unfolded to form an inflatable slide for people to slide down. The top of the inflatable slide is fixedly connected to the side wall of the pipe, and the bottom is located on the side ditch platform.

[0009] As a further preferred embodiment of this invention, the distance between two adjacent safety doors does not exceed the length of the maglev train.

[0010] As a further preferred embodiment of this utility model, the pallet has platforms extending beyond the rail beam on both sides along the lateral direction, serving as a rescue platform.

[0011] As a further preferred embodiment of this invention, the pipeline is entirely assembled from lightweight concrete segments.

[0012] As a further preferred embodiment of this utility model, the pipeline consists of an upper part and a lower part, wherein the upper part is assembled from lightweight concrete segments.

[0013] The lower part is assembled from reinforced concrete segments, or the lower part is integrally cast with the rail support beam.

[0014] As a further preferred embodiment of this utility model, a plurality of adjustable supports arranged in a rectangular array are provided between each of the pallets and the rail beam.

[0015] As a further preferred embodiment of this utility model, a plurality of foundation piles arranged in a rectangular array are provided below each of the aforementioned pallets.

[0016] As a further preferred embodiment of this utility model, each of the aforementioned pallets is provided with 8 adjustable supports and 8 foundation piles, and the 8 adjustable supports and 8 foundation piles are evenly distributed below the left and right tracks.

[0017] As a further preferred embodiment of this utility model, the adjustable support is located directly above the foundation pile; and / or, the longitudinal spacing between two adjacent foundation piles is greater than or equal to 5m.

[0018] As a further preferred embodiment of the present invention, the roadbed structure includes a drainage ditch, which is disposed between the support plate and the side ditch platform;

[0019] And / or,

[0020] The roadbed structure has grass-covered slopes on both sides, and the bottom of the grass-covered slopes is connected to the side ditch platform.

[0021] The aforementioned improved technical features can be combined with each other as long as they do not conflict with each other.

[0022] In summary, the beneficial effects of the above-described technical solutions conceived by this utility model compared with the prior art include:

[0023] (1) The present invention provides a pipeline-type superconducting maglev track system with a rescue channel, which includes a roadbed structure, a pipeline and an inflatable slide. The roadbed structure includes a rail support beam supporting the pipeline and a support plate arranged longitudinally at intervals below the rail support beam. Side ditch platforms are provided on both sides of the support plate. Multiple safety doors are arranged longitudinally at intervals on the side of the pipeline near the side ditch platform. A safety step extending longitudinally is provided between the pipeline and the track inside the pipeline, and the safety step connects to the safety door. An inflatable slide is provided on the side wall of the pipeline corresponding to each safety door. When the safety door is opened, the inflatable slide can be unfolded to form an inflatable slide for personnel to slide down. The top of the inflatable slide is fixedly connected to the side wall of the pipeline, and the bottom is located on the side ditch platform. Finally, a rescue channel of maglev train-safety step-safety door-inflatable slide-side ditch platform is formed to meet the needs of personnel evacuation under emergency conditions and solve the rescue problem when the closed superconducting maglev track fails.

[0024] (2) The pipeline superconducting maglev track system with rescue channel of this utility model limits the distance between adjacent safety doors to no more than the length of the maglev train, so that the maglev train has at least one safety door facing the maglev train at any position in the pipeline, so that a rescue channel can be quickly formed along the safety door, saving time for rescue and evacuation.

[0025] (3) The pipeline superconducting maglev track system with rescue channel of this utility model uses a platform that extends beyond the rail beam on both sides of the lateral side of the support plate as a rescue platform, so as to facilitate rescue personnel or rescue equipment to carry out rescue operations.

[0026] (4) The pipeline superconducting maglev track system with rescue channel of this utility model provides a buffer for people sliding down the inflatable slide by setting up grass on the slopes on both sides of the roadbed structure.

[0027] (5) The pipeline superconducting maglev track system with rescue channel of this utility model has an adjustable support between the pallet and the rail beam to achieve deformation adjustment when the maglev train is running. The foundation pile is set under the pallet to transfer the load along the rail beam, the adjustable support and the pallet to the foundation pile, thereby improving the rigidity of the roadbed structure to meet the stability requirements of the maglev train at high speed. Attached Figure Description

[0028] To more clearly illustrate the technical solutions in the embodiments of this utility model, the drawings used in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained from these drawings without creative effort.

[0029] Figure 1This is a cross-sectional schematic diagram of a pipeline-type superconducting maglev track system with a rescue channel in an embodiment of this utility model;

[0030] Figure 2 This is a longitudinal section schematic diagram of a pipeline-type superconducting maglev track system with a rescue channel in an embodiment of this utility model;

[0031] Figure 3 This is a top view of the roadbed structure in an embodiment of this utility model.

[0032] In all the accompanying drawings, the same reference numerals denote the same technical features, specifically: 1. Roadbed structure; 11. Rail support beam; 12. Support plate; 13. Side ditch platform; 14. Adjustable support; 15. Foundation pile; 16. Drainage ditch; 2. Pipeline; 3. Inflatable slide; 4. Safety gate; 5. Track; 6. Safety step; 7. Grass planting on slope. Detailed Implementation

[0033] To make the objectives, technical solutions, and advantages of this utility model clearer, the present utility model will be further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only for explaining the present utility model and are not intended to limit the present utility model. Furthermore, the technical features involved in the various embodiments of the present utility model described below can be combined with each other as long as they do not conflict with each other.

[0034] In the description of this utility model, it should be understood that the terms "center", "longitudinal", "transverse", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", "axial", "radial", "circumferential", etc., indicating the orientation or positional relationship are based on the orientation or positional relationship shown in the accompanying drawings, and are only for the convenience of describing this utility model and simplifying the description, and are not intended to indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of this utility model.

[0035] Furthermore, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the number of indicated technical features. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one of that feature. In the description of this utility model, "a plurality of" means at least two, such as two, three, etc., unless otherwise explicitly specified.

[0036] In this utility model, unless otherwise explicitly specified and limited, the terms "installation," "connection," "joining," and "fixing," etc., should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral part; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; they can refer to the internal communication of two components or the interaction between two components, unless otherwise explicitly limited. Those skilled in the art can understand the specific meaning of the above terms in this utility model according to the specific circumstances.

[0037] In this utility model, unless otherwise explicitly specified and limited, "above" or "below" the second feature can mean that the first feature is in direct contact with the second feature, or that the first feature is in indirect contact with the second feature through an intermediate medium. Furthermore, "above," "on top of," and "over" the second feature can mean that the first feature is directly above or diagonally above the second feature, or simply that the first feature is at a higher horizontal level than the second feature. "Below," "below," and "under" the second feature can mean that the first feature is directly below or diagonally below the second feature, or simply that the first feature is at a lower horizontal level than the second feature.

[0038] Example:

[0039] Please see Figures 1-3 The preferred embodiment of the present invention includes a pipeline-type superconducting maglev track system with a rescue channel, comprising a roadbed structure 1, a pipeline 2, and an inflatable slide 3.

[0040] The roadbed structure 1 includes a rail support beam 11 and a support plate 12. Multiple support plates 12 are longitudinally spaced below the rail support beam 11, and side ditch platforms 13 are provided on both sides of the support plates 12. The pipeline 2 is longitudinally installed on the rail support beam 11. Multiple safety doors 4 are longitudinally spaced on the side wall of the pipeline 2 near the side ditch platform 13. The pipeline 2 is equipped with a track 5 for the passage of maglev trains. A safety step 6 connecting the track 5 and the pipeline 2 to the safety doors 4 is provided. The safety step 6 is longitudinally installed inside the pipeline 2. An inflatable slide 3 is provided in correspondence with each safety door 4. The inflatable slide 3 is stored on the side wall of the pipeline 2. When the safety door 4 is opened, the inflatable slide 3 can be unfolded to form an inflatable slide for people to slide down. The top of the inflatable slide is fixedly connected to the side wall of the pipeline 2, and the bottom is located on the side ditch platform 13.

[0041] In this embodiment, the inflatable slide 3 is typically in a folded, stowed state. On one hand, it can be stowed on the outside of the side wall of the pipe 2. After opening the safety door 4, the stowing device of the inflatable slide 3 can be opened, allowing the folded inflatable slide 3 to quickly inflate and form an inflatable slide. On the other hand, it can also be stowed inside the slide compartment on the side wall of the pipe 2 corresponding to the safety door 4, tightly connected to the safety door 4. Opening the safety door 4 triggers the inflatable slide 3 to slide down from the slide compartment and unfold, forming an inflatable slide for passengers to slide down. It is worth noting that in this application, the longitudinal direction refers to the front-to-back direction of the track 5, and the transverse direction refers to the left-to-right direction of the track 5.

[0042] The specific process of forming a rescue channel in the pipeline-type superconducting maglev track system of this utility model is as follows: In the event of an emergency in the maglev train or track 5, the maglev train brakes suddenly at a certain point in the pipeline 2. First, all the doors of the maglev train are opened. After exiting the maglev train, passengers can walk along the safety step 6 to the nearest safety door 4. Then, the safety door 4 is opened and the inflatable slide 3 is deployed to form an inflatable slide with its top on the side wall of the pipeline and its bottom on the side ditch platform 13. This forms a rescue channel of maglev train - safety step 6 - safety door 4 - inflatable slide 3 - side ditch platform 13, allowing passengers and staff on the maglev train to quickly evacuate to the side ditch platform 13 in emergency situations. This solves the rescue problem when a closed superconducting maglev track malfunctions.

[0043] Preferably, the track 5 has a U-shaped cross-section, and the safety pedal 6 is set between the top of the U-shaped track and the pipe 2. The top surface of the safety pedal 6 is preferably flush with the bottom surface of the safety door 4 to facilitate smooth passage of personnel.

[0044] Preferably, the distance between two adjacent safety doors 4 does not exceed the length of the maglev train. In this embodiment, when the maglev train is braked at any position on the pipe 2, there is at least one safety door 4 facing the maglev train, so that a rescue channel can be quickly formed along the safety door 4, eliminating the need to search for a nearby safety door 4 and saving time for rescue and evacuation.

[0045] More preferably, the pallet 12 has platforms extending beyond the rail beam 11 on both sides of the transverse direction, serving as a rescue platform to facilitate rescue operations by rescue personnel or equipment.

[0046] Preferably, the roadbed structure 1 includes a drainage ditch 16, which is disposed between the support plate 12 and the side ditch platform 13, so that the inflatable slide directly crosses the drainage ditch 16.

[0047] Preferably, the roadbed structure 1 is also provided with slope grass 7 on both sides in the transverse direction. The bottom of the slope grass 7 is connected to the side ditch platform 13. The slope grass 7 provides a buffer for people sliding down the inflatable slide.

[0048] In a preferred embodiment, the pipeline 2 is entirely assembled from lightweight concrete segments. On the one hand, lightweight concrete segments contain many closed pores, which can absorb noise and reduce noise pollution from the maglev train to the surrounding environment. On the other hand, lightweight concrete segments are lightweight, making them easy to hoist and install, and they also exert less pressure on the roadbed structure 1, thus reducing the vertical load on the roadbed structure 1.

[0049] In another preferred embodiment, the pipe 2 consists of an upper part and a lower part. The upper part is assembled from lightweight concrete segments, and the lower part is assembled from reinforced concrete segments. Alternatively, the lower part can be integrally cast with the track-supporting beam 11. In this embodiment, the pipe 2 is divided into upper and lower parts and constructed using different materials, so that the upper part serves as a sound barrier, while the lower part has greater strength to support the track 5 and the maglev train. Furthermore, the safety door 4 is preferably located in the upper part of the pipe 2, with its bottom flush with the lower part of the pipe 2. The top of the inflatable slide 3 is fixed to the side wall of the lower part of the pipe 2.

[0050] Preferably, the upper part can also be made of other lightweight sound insulation materials, such as polystyrene foam, gypsum, etc.

[0051] More preferably, the rail support beam 11 is composed of multiple rail support beam segments, with the segmentation points of the rail support beam 11 located in the middle of the support plate 12, meaning that the ends of each rail support beam segment are supported by the support plate 12. The distance between two adjacent support plates 12 is preferably not less than 5 meters to reduce the cost of large-scale foundation treatment, and at the same time, it eliminates the need for roadbed ballast filling, greatly reducing the cost of roadbed filling materials.

[0052] Preferably, multiple adjustable supports 14 arranged in a rectangular array are provided between each pallet 12 and the rail beam 11. When the maglev train is running, the dynamic load generated by the operation is transmitted to the adjustable supports 14 through the rail beam 11. The adjustable supports 14 undergo rotational deformation or translational deformation, thereby realizing deformation adjustment.

[0053] Specifically, the adjustable support 14 can be a movable support or a spherical steel support, or other types of support, as long as it meets the requirements for adjusting deformation.

[0054] Preferably, multiple piles 15 arranged in a rectangular array are provided below each support plate 12, so that the load is transferred to the support plate 12 through the adjustable support 14 under the rail beam 11, and then transferred from the support plate 12 to the piles 15, thereby improving the rigidity of the roadbed structure 1 to meet the stability requirements of superconducting maglev under ultra-high-speed operation. Preferably, the adjustable support 14 is located directly above the piles 15.

[0055] Preferably, the longitudinal spacing between two adjacent piles is greater than or equal to 5m; the net distance between the pile 15 and the boundary of the support plate 12 is not less than 0.5 times the pile diameter.

[0056] Preferably, the rail support beam 11, the support plate 12, and the foundation pile 15 are all reinforced concrete structures.

[0057] In a preferred embodiment, each pallet 12 is provided with eight adjustable supports 14 and eight foundation piles 15, which are evenly distributed below the left and right tracks. Specifically, four adjustable supports 14 and four foundation piles 15 are arranged in a rectangular array below the left track, and the other four adjustable supports 14 and four foundation piles 15 are arranged in a rectangular array below the right track. When the left and right tracks share a single rail support beam 11, one pallet 12 supports the ends of two rail support beam segments, and the end of each rail support beam segment is supported by four adjustable supports 14, the pallet 12, and four foundation piles 15. When the left and right tracks each use two rail support beams 11, such as... Figure 1 As shown, one support plate 12 is used to support the ends of four rail beam segments. The end of each rail beam segment is supported by two adjustable supports 14, the support plate 12, and two foundation piles 15, as follows. Figure 3 As shown. Preferably, the lateral / longitudinal spacing between adjacent foundation piles 15 is 5m, and the lateral / longitudinal spacing between adjacent adjustable supports 14 is also 5m.

[0058] In actual construction, this utility model also provides a construction method for a pipeline-type superconducting maglev track system, including the following process:

[0059] (1) Prefabrication stage of components: Prefabricate rail beam segments and lightweight concrete segments in the prefabrication plant;

[0060] (2) Site preparation stage: Clear the site, construct slope protection, excavate the roadbed to the design elevation; construct foundation piles, and construct the support plate after confirming that the pile body is qualified.

[0061] (3) On-site assembly and hoisting stage: transport the rail beam section to the site and hoist the rail beam section; assemble the lower half of the pipeline and hoist the rail; assemble the upper half of the pipeline, and at the same time construct the safety pedal and safety door and install the inflatable slide.

[0062] In this construction method, the prefabrication stage of components and the site preparation stage can be carried out simultaneously, and the on-site assembly stage can be carried out after both are completed.

[0063] This utility model discloses a pipeline-type superconducting maglev track system with a rescue passage, comprising a roadbed structure 1, a pipeline 2, and an inflatable slide 3. The roadbed structure includes a rail-bearing beam supporting the pipeline and longitudinally spaced support plates below the rail-bearing beam. Side ditch platforms are provided on both sides of the support plates. Multiple safety doors are longitudinally spaced on the side of the pipeline near the side ditch platforms. A longitudinally extending safety step is provided between the pipeline and the inner track, and the safety step connects to the safety doors. An inflatable slide is provided on the side wall of the pipeline corresponding to each safety door. When the safety door is opened, the inflatable slide can be unfolded to form an inflatable slide for personnel to slide down. The top of the inflatable slide is fixedly connected to the side wall of the pipeline, and the bottom is located on the side ditch platform, ultimately forming a rescue passage of maglev train-safety step-safety door-inflatable slide-side ditch platform, which meets the needs of personnel evacuation under emergency conditions and solves the rescue problem when a closed superconducting maglev track malfunctions.

[0064] Those skilled in the art will readily understand that the above description is merely a preferred embodiment of the present utility model and is not intended to limit the present utility model. Any modifications, equivalent substitutions, and improvements made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A pipeline-type superconducting maglev track system with a rescue passage, characterized in that, This includes the roadbed structure, pipelines, and inflatable slides; The roadbed structure includes a rail support beam and a support plate. Multiple support plates are arranged longitudinally at intervals below the rail support beam, and side ditch platforms are provided on both sides of the support plates. The pipeline is longitudinally arranged on the rail support beam, and multiple safety gates are longitudinally spaced on the side wall of the pipeline near the side ditch platform; a track for the passage of maglev trains is provided inside the pipeline, and a safety pedal connecting the safety gates is provided between the track and the pipeline, and the safety pedal is longitudinally arranged inside the pipeline. The inflatable slides are installed in a one-to-one correspondence with the safety doors, and the inflatable slides are housed on the side wall of the pipe. When the safety doors are opened, the inflatable slides can be unfolded to form an inflatable slide for people to slide down. The top of the inflatable slide is fixedly connected to the side wall of the pipe, and the bottom is located on the side ditch platform.

2. The pipeline-type superconducting maglev track system with a rescue channel according to claim 1, characterized in that, The distance between two adjacent safety doors shall not exceed the length of the maglev train.

3. The pipeline-type superconducting maglev track system with a rescue channel according to claim 1, characterized in that, The pallet has platforms extending beyond the rail beam on both sides along its lateral direction, serving as a rescue platform.

4. The pipeline-type superconducting maglev track system with a rescue channel according to any one of claims 1 to 3, characterized in that, The entire pipeline is assembled from lightweight concrete segments.

5. The pipeline-type superconducting maglev track system with a rescue channel according to any one of claims 1 to 3, characterized in that, The pipeline consists of an upper part and a lower part, the upper part being assembled from lightweight concrete segments; The lower part is assembled from reinforced concrete segments, or the lower part is integrally cast with the rail support beam.

6. The pipeline-type superconducting maglev track system with a rescue channel according to any one of claims 1 to 3, characterized in that, Multiple adjustable supports arranged in a rectangular array are provided between each of the pallets and the rail beam.

7. The pipeline-type superconducting maglev track system with a rescue channel according to claim 6, characterized in that, Each of the aforementioned pallets is provided with a plurality of foundation piles arranged in a rectangular array below it.

8. The pipeline-type superconducting maglev track system with a rescue channel according to claim 7, characterized in that, Each of the aforementioned pallets is provided with 8 adjustable supports and 8 foundation piles, which are evenly distributed below the left and right tracks.

9. The pipeline-type superconducting maglev track system with a rescue channel according to claim 7 or 8, characterized in that, The adjustable support is located directly above the pile; and / or, the longitudinal spacing between two adjacent piles is greater than or equal to 5m.

10. The pipeline-type superconducting maglev track system with a rescue channel according to any one of claims 1 to 3, 7, and 8, characterized in that, The roadbed structure includes a drainage ditch, which is disposed between the support plate and the side ditch platform; And / or, The roadbed structure has grass-covered slopes on both sides, and the bottom of the grass-covered slopes is connected to the side ditch platform.