Large-span bridge suspension air train evacuation platform

By designing a retractable, liftable, and rotatable air-rail evacuation platform, the problem of no evacuation platform under long-span bridges was solved, enabling safe evacuation of passengers. The structure is simple and highly practical.

CN110936965BActive Publication Date: 2025-12-09ZHONGJIAN AIR TRAIN BEIJING TECH CO LTD
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Patent Information

Application Number
CN201911399411.1
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2019-12-30
Publication Date
2025-12-09
Estimated Expiration
2039-12-30

AI Technical Summary

Technical Problem

In existing technologies, there are no suitable locations to set up evacuation platforms under long-span bridges, which makes it impossible for air-rail trains to evacuate effectively in emergencies, especially in dangerous environments such as rivers, lakes, and forests.

Method used

Design a long-span bridge suspended air rail evacuation platform, including a load-bearing part and a connecting part. The load-bearing part is connected to the suspended air rail, and the connecting part can be fixedly or movably installed on one or both sides of the track beam. Combined with a multi-functional design that is retractable, liftable, and rotatable, it forms an evacuation space.

Benefits of technology

It effectively solves the problem of no evacuation platform under long-span bridges. Through multi-functional design, it improves the utilization rate of the evacuation platform, ensures the safe evacuation of passengers, and has a simple structure that is easy to mass-produce.

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Abstract

The present application belongs to the field of rail transit technology, and particularly relates to a large-span bridge suspension type air train evacuation platform, aiming at solving the problem of no available space for the evacuation platform of the large-span bridge in the prior art. The present application provides a large-span bridge suspension type air train evacuation platform, which comprises a bearing part and a connecting part. The connecting part is arranged below the large-span bridge, and the bearing part is arranged on the connecting part. The bearing part can be connected with the suspension type air train, and is used for passenger boarding / off the suspension type train. The connecting part is fixedly arranged on one side or both sides of the track beam along which the suspension type air train runs, and extends along the length direction of the track beam. Alternatively, the connecting part is movably arranged on one side or both sides of the track beam along which the suspension type air train runs, and can be moved to a specified position of the track beam. The evacuation platform of the present application can be flexibly arranged according to the structure of the large-span bridge, and adopts a flexible structure, so that the space can be saved while the safety is ensured.
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Description

TECHNICAL FIELD

[0001] The present application belongs to the field of rail transit, and particularly relates to a large-span bridge suspension air train evacuation platform. BACKGROUND

[0002] The air train belongs to urban rapid public transport and belongs to a suspension rail transit system. The rail thereof is located above the train and is supported by steel or cement columns, and the train is suspended below the rail beam to travel. The air train is powered by electric traction, avoiding exhaust pollution. The air train has lower cost than the subway and smaller land occupation than the light rail, and has many outstanding features and advantages in construction and operation.

[0003] Since the train car is suspended as a whole in the air rail operation, the existing underground, ground or elevated rail transit system has certain limitations in emergency escape and passenger safety evacuation. The evacuation platform applied to the existing air train is suitable for normal sections and normal span conditions. When the train appears an emergency condition, passengers can quickly evacuate through the evacuation platform arranged on the side or top of the vehicle. When the air train line passes through a special section such as a valley, a river, a cross-railway road, etc., a large-span rail beam needs to be arranged to increase the span to adapt to the needs of the line environment. However, there is no suitable large-span rail beam at present, so the rail beam is usually arranged below the large-span bridge to meet the load bearing and load requirements of the air train. However, there is no suitable position to arrange the corresponding evacuation platform under the large-span bridge. The air train is below the river or lake, below the forest (dangerous animals), etc. There is no road for the rescue vehicle to walk, and the distance between the rail beams under the same bridge is large. The monorail train cannot approach in the case of fire and earthquake, etc. According to the existing technical state, it is impossible to escape and can only wait for rescue. SUMMARY

[0004] In order to solve the above-mentioned problems in the prior art, that is, to solve the problem that there is no space to arrange the evacuation platform for the large-span bridge in the prior art, the present application provides a large-span bridge suspension air train evacuation platform. The evacuation platform comprises a bearing part and a connecting part. The connecting part is arranged below the large-span bridge, and the bearing part is arranged on the connecting part.

[0005] The bearing part can be connected to the suspension air train for passengers to get on / off the suspension train.

[0006] The connecting part is fixedly arranged on one side or both sides of the rail beam along which the suspension air train travels and extends along the length direction of the rail beam.

[0007] The connecting part is movably arranged on one side or both sides of the rail beam along which the suspension air train travels and can be moved to a specified position of the rail beam.

[0008] In some preferred technical solutions, when the track is a double-track, the connecting part is arranged between two adjacent track beams; the bearing part comprises a first bearing part and a second bearing part, and the first bearing part and the second bearing part are arranged on the left and right sides of the connecting part respectively and are used for being connected with the double-track track beams respectively;

[0009] When the track is a single-track, the connecting part is arranged on one side or both sides of the track beam; one end of the bearing part is arranged on the connecting part, and the other end is used for being connected with the suspended air train.

[0010] In some preferred technical solutions, the connecting part comprises a first connecting part and a second connecting part, and the first connecting part and the second connecting part are arranged on the two sides of the track beam respectively;

[0011] Both ends of the bearing part are arranged on the lower part of the suspended air train through the first connecting part and the second connecting part respectively, and the bearing part, the first connecting part and the second connecting part enclose a dispersing space.

[0012] In some preferred technical solutions, the bearing part is movably arranged on the connecting part;

[0013] The dispersing platform is provided with a first power device, and the bearing part can move along the height direction of the connecting part under the driving of the first power device.

[0014] In some preferred technical solutions, the bearing part is hinged to the connecting part, and the bearing part can rotate around the hinge part of the bearing part and the connecting part.

[0015] In some preferred technical solutions, the bearing part is a sliding telescopic structure, which comprises a first structure and a second structure, the first structure is arranged on the connecting part, the second structure is movably connected with the first structure, and the second structure is signal-connected with the first power device;

[0016] The second structure can slide above the first structure or between the first structure and the suspended air train under the driving of the first power device.

[0017] In some preferred technical solutions, the bearing part is a telescopic structure, which comprises a first structure and a second structure, and the first structure and the second structure are connected through a telescopic connecting piece, one end of the telescopic connecting piece is fixed to the first structure, and the other end is fixed to the second structure.

[0018] In some preferred technical solutions, the dispersing platform further comprises a reinforcing part, one end of the reinforcing part is connected with the connecting part, and the other end is connected with the bearing part;

[0019] The reinforcing part is in a triangular state with the connecting part and the bearing part, and is used for stretching the bearing part.

[0020] In some preferred technical solutions, the connecting part is a longitudinally telescopic structure, the evacuation platform is provided with a second power device, and the connecting part can be telescoped longitudinally under the driving of the second power device.

[0021] In some preferred technical solutions, the bearing part is circumferentially provided with a protection device arranged along the longitudinal direction of the bearing part.

[0022] Advantages of the present application:

[0023] The large-span bridge suspension type air train evacuation platform of the present application can make up for the structural defects of the large-span bridge installation evacuation platform, not only solve the problem that the large-span bridge suspension type air train has no available facilities and no space to install the evacuation platform, but also effectively save space, improve the utilization rate of the evacuation platform, and has simple structure, overall and systematic, and more functions, which is convenient for quantitative production and has strong practicability. BRIEF DESCRIPTION OF DRAWINGS

[0024] Other features, objects and advantages of the present application will become more apparent from the following detailed description of non-limiting embodiments made with reference to the accompanying drawings:

[0025] Figure 1 Evacuation platform overall structure diagram of one embodiment of the present application Figure 1 ;

[0026] Figure 2 Evacuation platform overall structure diagram of one embodiment of the present application Figure 2 ;

[0027] Figure 3 Evacuation platform overall structure diagram of one embodiment of the present application Figure 3 ;

[0028] Figure 4 Evacuation platform overall structure diagram of one embodiment of the present application Figure 4 ;

[0029] Figure 5 Evacuation platform overall structure diagram of one embodiment of the present application Figure 5 ;

[0030] Figure 6 Evacuation platform overall structure diagram of one embodiment of the present application Figure 6 ;

[0031] LIST OF REFERENCE NUMBERS:

[0032] 100-connection part, 110-first connection part, 120-second connection part; 200-bearing part, 210-first bearing part, 220-second bearing part; 300-protection device; 400-track beam; 500-suspended sky train. DETAILED DESCRIPTION

[0033] In order to make the embodiments, technical solutions and advantages of the present application more obvious, the technical solutions of the present application will be described clearly and completely below in conjunction with the drawings. Obviously, the described embodiments are part of the embodiments of the present application, rather than all the embodiments. Those skilled in the art should understand that these embodiments are only used to explain the technical principles of the present application, and are not intended to limit the protection scope of the present application.

[0034] The large-span bridge suspended sky train evacuation platform of the present application comprises a bearing part and a connection part; the bearing part is installed on the connection part; the bearing part can be connected with the suspended sky train, and is used for passengers to get on / off the suspended train; the connection part is fixedly installed on one side or both sides of the track beam on which the suspended sky train runs, and extends along the length direction of the track beam; or

[0035] The connection part can be movably arranged on one side or both sides of the track beam on which the suspended sky train runs, and can be moved to a specified position of the track beam.

[0036] In order to more clearly describe the large-span bridge suspended sky train evacuation platform of the present application, a preferred embodiment of the present application will be described in detail below in conjunction with the drawings.

[0037] As a preferred embodiment of the present application, the large-span bridge suspended sky train evacuation platform of the present application comprises a bearing part and a connection part; the bearing part is installed on the connection part; the bearing part can be connected with the suspended sky train, and is used for passengers to get on / off the suspended train; the connection part is fixedly installed on one side or both sides of the track beam on which the suspended sky train runs, and extends along the length direction of the track beam; or the connection part can be movably arranged on one side or both sides of the track beam on which the suspended sky train runs, and can be moved to a specified position of the track beam. The installation environment of the evacuation platform in the embodiment is mainly a large-span bridge, and those skilled in the art can also install the present application to other column-free installation environments such as tunnels.

[0038] As Figure 1As shown in the drawings, in some preferred embodiments, the evacuation platform of the present application is installed under a large-span bridge, when the suspended air train is a double-track rail, the connecting part 100 is installed between the two adjacent track beams 400; the bearing part 200 includes a first bearing part 210 and a second bearing part 220, the first bearing part 210 and the second bearing part 220 are respectively arranged on the left and right sides of the connecting part 100, and are respectively used for interfacing with the double-track rail beam 400. When it is a single-track rail, the connecting part 100 is installed on one side or both sides of the track beam 400; one end of the bearing part 200 is installed on the connecting part 100, and the other end is used for interfacing with the suspended air train 500.

[0039] As shown in the drawings, Figure 3 In some preferred embodiments, the connecting part 100 includes a first connecting part 110 and a second connecting part 120, the first connecting part 110 and the second connecting part 120 are respectively installed on both sides of the track beam;

[0040] The two ends of the bearing part 200 are respectively installed on the lower part of the suspended air train through the first connecting part 110 and the second connecting part 120, and the bearing part 200, the first connecting part 110 and the second connecting part 120 form an evacuation space. Because there is a distance between the evacuation platform and the suspended air train 500, passengers need a passage to enter the evacuation space, and the passage in this embodiment is preferably arranged on the suspended air train 500. The passage for entering the evacuation platform in this embodiment is preferably a folding evacuation ladder. The evacuation ladder can be arranged inside the evacuation space, when an emergency occurs, the folding evacuation ladder on the suspended air train 500 is opened and placed in a safe position of the bearing part 200, one end of the evacuation ladder is connected with the escape door of the suspended air train 500, and the other end can be connected with the bearing part 200, so as to evacuate passengers. When the evacuation ladder is not needed, the evacuation ladder is folded for storage, which saves the space of the air train carriage. The evacuation passage can also be a fireproof inflatable slide or a traction climbing rope, and the person skilled in the art can flexibly select the evacuation passage according to the actual situation, which will not be enumerated one by one here.

[0041] Further, in some preferred embodiments, the carrying part 200 of the evacuation platform of the present application is movably arranged on the connecting part 100; the evacuation platform is provided with a first power device, and the carrying part 200 can move reciprocatingly along the height direction of the connecting part 100 under the driving of the first power device to approach or move away from the suspended sky train 500. Specifically, the first power device can be arranged at any position of the evacuation platform as long as it can drive the carrying part 200 to move reciprocatingly, and in the present embodiment, the connecting part and the carrying part are preferably arranged in a guide rail sliding block structure, and specifically, the pulley structure of the elevator can also be referred to. When the connecting part and the carrying part adopt the guide rail sliding block, the first power device can be a motor drive, and the specific structure and transmission form will not be described here. Those skilled in the art can also flexibly arrange the connecting structure of the connecting part and the carrying part according to the actual situation on the basis of the principle, and select a suitable first power device for driving, as long as the carrying part needs to reach a safe carrying capacity. The carrying part 200 is arranged below the suspended sky train when the train is running, and does not interfere with the running of the suspended sky train. When an emergency occurs and evacuation is needed, the carrying part 200 can rise to approach the suspended sky train to facilitate passenger evacuation and escape. When the number of passengers reaches the rated load of the carrying part 200, the carrying part 200 is controlled to move downward by the first power device to transport the passengers to a safe area. The design of the lifting structure takes into account the multiple use of the large-span bridge. Since the carrying part 200 of the evacuation platform of the present application can move along the height direction of the connecting part 100, when the connecting part 100 of the present application is connected to a large-span bridge, or in the same vertical direction of multiple traffic routes, the lifting design can move the passengers needing evacuation from the traffic route of the track beam to above the large-span bridge, or to other traffic routes. For example, the Wuhan Yangtze River Bridge, as a public and private dual-purpose large-span bridge, has multiple traffic routes. When the track beam and the suspended sky train are arranged below the Wuhan Yangtze River Bridge, the evacuation platform of the present application can use the lifting method to transport the people needing evacuation to the double-lane four-lane or double-line rail above.

[0042] In some preferred embodiments, the carrying part 200 is hinged to the connecting part 100. Since the carrying part 200 is signal-connected to the first power device, the carrying part 200 can rotate around the hinge part with the connecting part 100 under the driving of the first power device. It can be understood that when the evacuation platform is used to carry passengers, the included angle slope between the carrying part 200 and the connecting part 100 should be less than 10% to ensure the safety of the passengers and the normal use of the evacuation platform. With this slope, the slope plate is ensured to be gentle, and the safety of the passenger flow evacuation is further ensured.

[0043] In some preferred embodiments, the bearing part 200 is a sliding telescopic structure, which comprises a first structure and a second structure, the first structure is installed on the connecting part 100, the second structure is movably connected with the first structure, and the second structure is signal connected with the first power device; the second structure can be slidably moved above the first structure or between the first structure and the suspended sky train 500 under the driving of the first power device. Specifically, two parallel guide rails are arranged on the upper surface of the first structure, and the lower surface of the second structure is provided with sliding blocks matched with the two guide rails, the second structure can slide along the guide rails in the direction of the suspended sky train through the sliding blocks, and correspondingly, the upper surface of the first structure is provided with a limiting device, which can limit the movement of the second structure to avoid the second structure deviating from the predetermined track.

[0044] Based on the above-mentioned inventive concept, in another preferred embodiment of the present application, the bearing part 200 is a telescopic structure, which comprises a first structure and a second structure, the first structure and the second structure are connected through a telescopic connecting piece, one end of the telescopic connecting piece is fixed with the first structure, the other end is fixed with the second structure, and the second structure is signal connected with the first power device; the second structure can move in the direction of the suspended sky train 500 under the driving of the first power device, preferably, the telescopic structure of the present application adopts a telescopic cross-link structure, specifically, a lifting vehicle specially used for Viro light or outer wall of high place, which has good compression resistance and large bearing capacity, is a preferred structure form of the telescopic structure of the present application, and other forms can also be designed by those skilled in the art.

[0045] Correspondingly, the connecting part 100 of the present application is preferably a rigid connecting rod or a ladder in normal cases, based on the above-mentioned principle, the connecting part 100 of the present application can also be provided as a longitudinal telescopic structure, the evacuation platform is provided with a second power device, and the connecting part 100 can be longitudinally telescoped under the driving of the second power device. In the embodiment, the telescopic structure of the connecting part 100 can be provided by referring to the structure of a scissor lift, when the telescopic structure of the connecting part 100 is a scissor type, the second power device is preferably driven by hydraulic pressure; the connecting part 100 can also be a ladder type push rod structure to realize longitudinal telescoping, those skilled in the art can flexibly set the structure of the connecting part 100 according to the actual situation, and then select the corresponding second power device to drive, which will not be listed one by one here. The preferred scissor type structure of the present application to realize longitudinal telescoping can ensure that when the evacuation platform and the track beam are installed below the large-span bridge and there is an evacuation passage above the track beam, passengers can climb upward along the scissor type structure, increasing the escape mode.

[0046] In some preferred embodiments, the evacuation platform further comprises a reinforcing part, one end of which is connected to the connecting part 100 and the other end of which is connected to the bearing part 200.

[0047] The reinforcing part is in a triangular state with the connecting part 100 and the bearing part 200, and is used to stretch the bearing part 200. The reinforcing part is preferably a cable-stayed cable or a telescopic rod. The reinforcing part is used to strengthen the robustness of the evacuation platform of the present application.

[0048] In some preferred embodiments, the evacuation platform is movably arranged on one side of the track beam 500. Specifically, when the track is double-track, the connecting part 100 is movably arranged between two adjacent track beams 500; the bearing part 200 comprises a first bearing part and a second bearing part, which are arranged on the left and right sides of the connecting part 100, respectively, and are used to interface with the double-track beam 500; when the track is single-track, the connecting part 100 is movably arranged on one side or both sides of the track beam 500; the bearing part 200 is arranged at one end of the connecting part 100 and is used to interface with the suspended air train 500. The evacuation platform is provided with a third power device, and the evacuation platform can be driven by the third power device to move to a designated position of the track beam 500.

[0049] The track beam is arranged below an external structure, and a guide rail parallel to the track beam is arranged below the external structure. The evacuation platform is slidably arranged on the guide rail. The guide rail has the same length as the track beam, and the evacuation platform can move to a designated position on one side of the track beam through the guide rail and interface with the suspended air train through the bearing part. Since the installation environment of the present embodiment is preferably a large-span bridge, the external structure in the present embodiment is a large-span bridge. Those skilled in the art can also install the evacuation platform of the present application to a tunnel or other locations according to actual conditions.

[0050] Preferably, the evacuation platform is provided with a positioning device, and the evacuation platform can be precisely positioned and interfaced with the suspended air train 500 through the positioning device when the evacuation platform moves along the extension direction of the track beam 500. The positioning device can be a photosensitive sensor, a displacement sensor,

[0051] Preferably, the bearing part is circumferentially provided with a protection device arranged along the longitudinal direction thereof, the evacuation platform is provided with a fourth power device, the protection device is a retractable structure, and under the drive of the fourth power device, the protection device can be folded or stretched upward to form a protection structure of the bearing part. Further, corresponding protrusions or grooves are arranged on the surface of the bearing part to form a stepping part, increase the friction roughness between the passengers and the ground, prevent slipping during the evacuation process, ensure the safety of the track bed facility, and also ensure the safety of the evacuation flow. In the case of insufficient light at night or when the evacuation personnel are nervous, it is easy to cause the personnel to stumble, thereby causing a stampede accident. The protection device is installed to protect the passengers and prevent them from falling off the evacuation platform.

[0052] The technical solutions in the embodiments of the application have at least the following technical effects and advantages:

[0053] The large-span bridge suspension type air evacuation platform can compensate for the structural defects of the large-span bridge evacuation platform, solve the problem that there is no space to install the evacuation platform for the large-span bridge suspension type air, and effectively save space, improve the utilization rate of the evacuation platform, and have simple structure, overall and systematic functions, and strong practicability.

[0054] It should be noted that, in the description of the application, the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer" and other terms indicating direction or positional relationship are based on the direction or positional relationship shown in the drawings, which is only for the convenience of description, and does not indicate or imply that the device or element must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the application. In addition, the terms "first", "second", "third" are only for descriptive purposes and cannot be understood as indicating or implying relative importance.

[0055] In addition, it should be noted that, in the description of the application, unless otherwise specified and limited, the terms "mounting", "connection", "connection" should be understood broadly, for example, it can be fixed connection, or detachable connection, or integral connection, it can be mechanical connection, or electrical connection, it can be directly connected, or indirectly connected through an intermediate medium, or the communication between two elements. For those skilled in the art, the specific meaning of the above terms in the application can be understood according to the specific circumstances.

[0056] The term "comprising" or any other similar word is intended to encompass the inclusion of one or more steps, features, or elements but not to the exclusion of any other steps, features, or elements. The term "comprising" therefore indicates that the inclusion of one or more steps, features, or elements is not a requirement and that other steps, features, or elements can also be included.

[0057] So far, the technical solutions of the present application have been described in combination with the preferred embodiments shown in the drawings, but it is easy for those skilled in the art to understand that the protection scope of the present application is obviously not limited to these specific embodiments. Those skilled in the art can make equivalent changes or replacements to the related technical features without deviating from the principles of the present application, and the technical solutions after these changes or replacements will all fall within the protection scope of the present application.

Claims

1. A large-span bridge suspended skytrain evacuation platform, characterized in that, The evacuation platform comprises a bearing part and a connecting part; the connecting part is arranged below the large-span bridge, and the bearing part is arranged on the connecting part; The bearing part can be connected with the suspended air train for passengers to get on / off the suspended train; The connecting part is movably arranged on both sides of the track beam of the suspended air train and can be moved to the designated position of the track beam; The connecting part is a longitudinal telescopic structure, the evacuation platform is provided with a second power device, and the connecting part can be longitudinally telescoped under the drive of the second power device; The connecting part comprises a first connecting part and a second connecting part, and the first connecting part and the second connecting part are respectively arranged on both sides of the track beam; The bearing part is movably arranged on the lower part of the suspended air train through the first connecting part and the second connecting part at both ends of the bearing part, and the bearing part, the first connecting part and the second connecting part enclose an evacuation space; The bearing part is circumferentially provided with a protection device arranged along the longitudinal direction of the bearing part; The bearing part is movably arranged on the connecting part; The evacuation platform is provided with a first power device, and the bearing part can be moved along the height direction of the connecting part under the drive of the first power device; The bearing part is hinged with the connecting part, and the bearing part can rotate around the hinge part of the bearing part and the connecting part.

2. The long span bridge suspended skytrain evacuation platform according to claim 1, characterized in that, The evacuation platform further comprises a reinforcing part, one end of the reinforcing part is connected with the connecting part, and the other end of the reinforcing part is connected with the bearing part; The reinforcing part, the connecting part and the bearing part are in a triangular state, and the reinforcing part is used for stretching the bearing part.

Citation Information

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