Device for carrying platform plate

By designing a handling device for subway evacuation platform board, using the combination of rods and vertical poles, the problem of time-consuming and labor-intensive manual handling in the prior art is solved, and efficient platform board installation is achieved.

CN223015951UActive Publication Date: 2025-06-24CHINA RAILWAY ERJU GRP ELECTRICITY ENG CO LTD
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Patent Information

Application Number
CN202422089446.8
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-08-27
Publication Date
2025-06-24
Estimated Expiration
2034-08-27

AI Technical Summary

Technical Problem

In the prior art, manual transport of subway evacuation platform boards to platform board brackets is time-consuming and labor-intensive and has low construction efficiency.

Method used

A device including a first rod member, a first connecting rod, a vertical rod and a second rod member is designed, supported on the track car by the vertical rod, and the second rod member is supported between the platform plate brackets. The evacuation platform plate is placed on the first rod member, and the platform plate is transported to the platform plate bracket by axial movement of the first rod member.

Benefits of technology

Through this device, the evacuation platform board can be transported to the platform board bracket with time and effort, thereby improving construction efficiency.

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Abstract

The utility model relates to the field of subway evacuation platform plate construction, in particular to a device for carrying platform plates, which comprises a plurality of first rod pieces, a plurality of first connecting rods and a second rod piece. The first rod pieces are arranged side by side, one end of each first rod piece is connected with a vertical rod, and the vertical rods are used for being supported on a rail car. The two ends of the first connecting rods are connected with the two adjacent first rod pieces. And the second rod piece is connected with the other ends of all the first rod pieces. The evacuation platform plate is placed on the first rod piece and moves towards the platform plate support, through assistance of the first rod piece, the evacuation platform plate can be carried to the platform plate support in a time-saving and labor-saving mode, and the problem that construction efficiency is low is solved.
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Description

Technical Field

[0001] The utility model relates to the field of subway evacuation platform slab construction, and particularly relates to a device for carrying platform slabs. Background Art

[0002] The subway evacuation platform slab refers to a passage slab arranged in the subway tunnel section for evacuating passengers in case of emergency. The subway evacuation platform slab is usually fixed on the side wall on one side of the tunnel, at the same height as the station platform, to ensure that passengers can quickly and safely reach the evacuation platform through the evacuation passage under the carriage in case of an accident, and then evacuate to a safe area smoothly. There are usually platform slab brackets installed at intervals under the subway evacuation platform slab, and each platform slab bracket is connected to the side wall of the tunnel for supporting and fixing the evacuation platform slab. At present, the method of installing the evacuation platform slab onto the platform slab bracket is to use a rail vehicle to transport the evacuation platform slab to the position beside where it needs to be installed, and then manually carry the evacuation platform slab onto the platform slab bracket and then fix and install it. The method of manually carrying the evacuation platform slab is time-consuming and laborious, and the construction efficiency is low. Summary of the Utility Model

[0003] The purpose of the utility model is to overcome the deficiencies in the prior art that the method of manually carrying the evacuation platform slab onto the platform slab bracket is time-consuming and laborious, and the construction efficiency is low, and to provide a device for carrying platform slabs.

[0004] The utility model provides a device for carrying platform slabs, including:

[0005] A plurality of first rods, the plurality of first rods are arranged side by side, and one end of each first rod is connected with a vertical rod, and the vertical rod is used for supporting on the rail vehicle.

[0006] A plurality of first connecting rods, both ends of the plurality of first connecting rods are connected with two adjacent first rods.

[0007] A second rod, the second rod is connected to the other ends of all the first rods. The second rod is used for supporting between two adjacent platform slab brackets connected to the tunnel side wall. The platform slab brackets are connected to the tunnel side wall and are arranged at a certain distance interval, and this distance is the same as the length of the evacuation platform slab, generally at an interval of 1.5 meters. There is also an inclined strut under the platform slab bracket, one end of the inclined strut is connected to the platform slab bracket, and the other end of the inclined strut is connected to the tunnel side wall. The second rod is connected to the other ends of all the first rods, which can be connected in the same plane or connected in a staggered manner up and down. For example, the upper surface of the second rod is connected to the lower surfaces of all the first rods, or can be indirectly connected through other components.

[0008] The utility model provides a device for carrying platform plates. Both ends of a plurality of the first connecting rods are connected to two adjacent first rods, so that the plurality of first rods form a whole. The upper part of the first rods is used for placing evacuation platform plates, and the evacuation platform plates can move along the axial direction of the first rods. When using the device of the utility model, place the vertical rod on the rail vehicle, place the second rod on two adjacent platform plate supports, place the evacuation platform plate from the rail vehicle to one end of the first rod close to the rail vehicle, and then move the evacuation platform plate on the first rod in the direction close to the platform plate support. Finally, make one side of the evacuation platform plate contact two adjacent platform plate supports, and then the evacuation platform plate can be conveniently carried onto the platform plate support. With the assistance of the first rod, the evacuation platform plate can be carried onto the platform plate support in a time-saving and labor-saving manner, solving the problem of low construction efficiency.

[0009] Preferably, a plurality of rollers are provided on the first connecting rod. The evacuation platform plate can be placed on the rollers, and the rollers make the movement of the evacuation platform plate on the first rod more convenient and labor-saving.

[0010] Preferably, the second rod is connected below the first rod through a second connecting rod. The width of the plurality of first rods arranged side by side is less than the distance between two adjacent platform plate supports. The second rod is a telescopic structure and is used for supporting at the connection between the diagonal brace of the platform plate support and the tunnel sidewall. There are various implementation manners of the telescopic structure. For example: a sliding telescopic rod, which is composed of two or more cylindrical tubes with different diameters, where the large tube is the outer tube and the small tube is the inner tube. A certain gap is formed between the inner tube and the outer tube, so that the inner tube can freely slide inside the outer tube; a sleeve-type telescopic rod, which is composed of a plurality of sleeves, and each sleeve has an independent fixed brace. Adjacent sleeves are connected by means of "plug", "slot" or "snap ring", etc., so that the sleeves can slide relative to each other; a screw-type telescopic rod, which adjusts the length of the rod body by rotating a screw or a screw rod.

[0011] Preferably, the first rod comprises a first sub-rod and a second sub-rod. The first sub-rod and the second sub-rod are hinged, and a constraint member is provided between the first sub-rod and the second sub-rod. The constraint member can limit the relative rotation between the first sub-rod and the second sub-rod. This solution can flexibly adjust the included angle between the first sub-rod and the second sub-rod. For example, after one end of the evacuation platform plate contacts the platform plate support, the included angle between the first sub-rod and the second sub-rod can be adjusted, so that the first sub-rod changes from an inclined state to a horizontal state, and further drives the evacuation platform plate to also change to a horizontal state and the other side also contacts the platform plate support, making the installation of the evacuation platform plate more convenient and labor-saving.

[0012] Both ends of the constraint member are simultaneously connected to the first sub-bar and the second sub-bar. For example, the constraint member can be a strip board with a number of holes, and the holes are evenly spaced. The first sub-bar and the second sub-bar are both provided with fasteners matching the size of the holes. By adjusting the connection between the holes with two different spacings and the fasteners, the included angle between the first sub-bar and the second sub-bar can be adjusted; the constraint member can also be a strip board with a slot hole. The strip board is hinged to the first sub-bar, and a bolt that can pass through the slot hole is fixed on the second sub-bar. The bolt can slide in the slot hole, thereby driving the change of the included angle between the first sub-bar and the second sub-bar. Tighten the nut on the bolt to clamp the strip board, and the relative rotation between the first sub-bar and the second sub-bar can be restricted.

[0013] Preferably, the first sub-bar is provided with a rivet, and the second sub-bar is provided with an anchor bolt. The constraint member is hinged to the first sub-bar through the rivet. The constraint member is provided with a slide rail hole, and the anchor bolt can slide along the slide rail hole and can be fixed in the slide rail hole.

[0014] Preferably, the slide rail hole is arc-shaped.

[0015] Preferably, the bottom end of the vertical rod is provided with a hinge support, and the hinge support can move on the rail vehicle. The specific moving direction can be along the direction parallel to the driving direction of the rail vehicle or along the direction perpendicular to the driving direction of the rail vehicle.

[0016] Preferably, a support member is provided between the first rod and the vertical rod.

[0017] Preferably, the first rod, the first connecting rod, the vertical rod, and the second rod are all steel pipes.

[0018] Preferably, the steel pipe is a circular steel pipe, and the diameter of the circular steel pipe is 20 mm - 30 mm.

[0019] Compared with the prior art, the beneficial effects of the present utility model:

[0020] The present utility model provides a device for carrying a platform board. Place the vertical rod on the rail vehicle, place the second rod on two adjacent platform board supports, and then place the evacuation platform board on the first rod to move. With the assistance of the first rod, the evacuation platform board can be carried onto the platform board support in a time-saving and labor-saving manner, solving the problem of low construction efficiency. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] Figure 1 It is a top view of Embodiment 1.

[0022] Figure 2 Schematic diagram for Example 1 to carry the evacuation platform slab.

[0023] Figure 3 Top view of Example 2.

[0024] Figure 4 Schematic diagram for Example 2 to carry the evacuation platform slab.

[0025] Figure 5 For Figure 4 Schematic diagram when the second sub-bar is horizontally placed in

[0026] Figure 6 For Figure 4 Partial enlarged view of the constraint member area in

[0027] Markings in the figure:

[0028] 1 - First rod member,

[0029] 101 - First sub-bar, 102 - Second sub-bar,

[0030] 2 - First connecting rod,

[0031] 3 - Upright rod,

[0032] 4 - Second rod member,

[0033] 5 - Roller,

[0034] 6 - Constraint member,

[0035] 601 - Slide rail hole, 602 - Rivet, 603 - Anchor bolt,

[0036] 7 - Telescopic rod,

[0037] 8 - Second connecting rod,

[0038] 9 - Evacuation platform slab,

[0039] 10 - Platform slab support,

[0040] 11 - Diagonal brace,

[0041] 12 - Rail vehicle,

[0042] 13 - Tunnel side wall. Detailed implementation manners

[0043] The present utility model will be further described in detail below in conjunction with specific embodiments. However, this should not be construed as limiting the scope of the above-mentioned subject matter of the present utility model to the following embodiments. Any technology implemented based on the content of the present utility model belongs to the scope of the present utility model.

[0044] Unless otherwise specified, in the description of the specific embodiments of the present utility model, the expression terms of orientation or positional relationship such as "upper", "lower", "left", "right", "center", "inner", "outer", etc. are all based on the orientation or positional relationship shown in the drawings, or the orientation or positional relationship when the product / device / equipment of the present utility model is commonly used. These terms of orientation or positional relationship are only for the convenience of describing the solution of the present utility model or simplifying the description in the specific embodiments, so as to facilitate technicians to quickly understand the solution, rather than indicating or implying that a specific device / component / element must have a specific orientation or be constructed and operated in a specific positional relationship. Therefore, it should not be construed as a limitation to the present utility model.

[0045] In addition, if terms such as "horizontal", "vertical", "hanging", "parallel", etc. appear, it does not mean that the corresponding device / component / element is required to be absolutely horizontal or vertical or hanging or parallel, but it can be slightly inclined or have a deviation. For example, "horizontal" only means that its direction is more horizontal relative to "vertical", and does not mean that the structure must be completely horizontal, but it can be slightly inclined. Or, it can be simply understood that the corresponding device / component / element is arranged in the directions of "horizontal", "vertical", "hanging", "parallel", etc., and can have an error / deviation of ±10% relative to the corresponding direction setting, more preferably within ±8%, more preferably within ±6%, more preferably within ±5%, more preferably within ±4%. As long as the corresponding device / component / element is within the error / deviation range, it can still perform its function in the solution of the present utility model.

[0046] In addition, when expressions such as "first", "second", "third", etc. appear in the terms, they are only used to distinguish the description of the same or similar components, and should not be understood as emphasizing or implying the relative importance of a specific component.

[0047] In addition, in the description of the embodiments of the present utility model, "several", "multiple", "a number of" represent at least 2. It can be any situation such as 2, 3, 4, 5, 6, 7, 8, 9, etc., and even can be a situation of more than 9.

[0048] In addition, in the description of the technical solution of the present utility model, unless otherwise clearly specified / defined / limited, when terms such as "set", "installed", "connected", "connected", "provided with", "laid", "arranged" appear, they should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or an integral connection. It can be connection means commonly used in the art such as welding, riveting, bolting, threaded connection, etc. This connection can be a mechanical connection, an electrical connection or a communication connection; it can be directly connected, or indirectly connected through an intermediate medium, and can be the communication inside two elements.

[0049] Example 1

[0050] As Figure 1 、 Figure 2 shown, a device for carrying a platform plate includes a first rod 1, a first connecting rod 2, a vertical rod 3, and a second rod 4.

[0051] Two first rods 1 are arranged side by side, and a vertical rod 3 is connected to one end of each first rod 1. The vertical rod 3 is used to support on the rail vehicle 12.

[0052] Both ends of several first connecting rods 2 are connected to two adjacent first rods 1. The number of the first connecting rods 2 can be 4, and both ends are perpendicularly connected to the first rod 1. The connection method can be welding or bolt connection.

[0053] The second rod 4 is connected to the other ends of all the first rods 1. The second rod 4 is used to support on two adjacent platform plate brackets 10 connected to the tunnel sidewall 13. Through holes matching the size of the second rod 4 are provided at the other ends of all the first rods 1. After the second rod 4 passes through the through holes, it is welded to the first rod 1. The length of the second rod 4 is greater than the distance between two adjacent platform plate brackets 10, so that both ends of the second rod 4 can contact two adjacent platform plate brackets 10 at the same time to stably support the device for carrying the platform plate in this Example 1. The distance between two adjacent platform plate brackets 10 is generally 1.5 meters, and the length of the second rod 4 needs to be greater than 1.5 meters. The specific length can be 1.55 meters, 1.60 meters, 1.65 meters, 1.70 meters.

[0054] In an optional implementation manner, several rollers 5 can be provided on the first connecting rod 2. The rollers 5 rotate around the axis of the first connecting rod 2. Multiple rollers 5 can be provided on each first connecting rod 2. Specifically, it can be 2, 3, 4, or 5. When the number of rollers 5 on each first connecting rod 2 is two, the two rollers 5 are respectively arranged at both ends of the first connecting rod 2, and the distance between the two rollers 5 does not exceed the length of the long side of the evacuation platform plate 9. The long side of the evacuation platform plate 9 is generally 1.5 meters.

[0055] In an optional implementation manner, a hinge support can be provided at the bottom end of the vertical rod 3. The hinge support can move on the rail vehicle 12. The top of the hinge support is hinged to the bottom end of the vertical rod 3.

[0056] In an optional implementation manner, a support member can be provided between the first rod 1 and the vertical rod 3. Both ends of the support member are respectively welded to the first rod 1 and the vertical rod 3, which can increase the stability of the connection between the first rod 1 and the vertical rod 3.

[0057] In an optional implementation manner, the first rod 1, the first connecting rod 2, the vertical rod 3, and the second rod 4 can all be steel pipes. The steel pipes can be circular steel pipes, square steel pipes, or polygonal steel pipes.

[0058] In an alternative embodiment, the steel pipe may be a circular steel pipe with a diameter of 20 mm - 30 mm. The specific diameters may be 20 mm, 22 mm, 24 mm, 26 mm, 28 mm, 30 mm.

[0059] When using the device for transporting platform plates described in Embodiment 1, place it and the evacuation platform plate 9 on the rail vehicle 12. The rail vehicle 12 moves along the subway rail. When it moves to the area where the evacuation platform plate 9 needs to be installed, such as Figure 1 、 Figure 2 As shown, place the two ends of the second rod 4 on two adjacent platform plate supports 10, and the placement position is close to the connection between the platform plate support 10 and the tunnel sidewall 13. Connect the bottom end of the vertical rod 3 to the hinge support, and place the hinge support on the rail vehicle 12. At the same time, make the axial direction of the first rod 1 perpendicular to the connection line of two adjacent platform plate supports 10, and the end of the first rod 1 close to the second rod 4 is lower than the end of the first rod 1 close to the vertical rod 3. After placing the device of Embodiment 1, move the evacuation platform plate 9 from the rail vehicle 12 to the upper surface of the end of the first rod 1 close to the vertical rod 3, so that the bottom surface of the evacuation platform plate 9 contacts the roller 5. Note that the short side of the evacuation platform plate 9 needs to be placed parallel to the axis of the first rod 1. Since the end of the first rod 1 close to the second rod 4 is lower than the end of the first rod 1 close to the vertical rod 3, under the action of gravitational potential energy and driven by the roller 5, the evacuation platform plate 9 moves along the axis of the first rod 1 towards the platform plate support 10. When one long side of the evacuation platform plate 9 touches two adjacent platform plate supports 10, lift the other long side of the evacuation platform plate 9 so that the evacuation platform plate 9 no longer contacts the roller 5. Remove the device from the platform plate support 10, and then lower the other long side of the evacuation platform plate 9 to contact the platform plate support 10, and the transfer of the evacuation platform plate 9 from the rail vehicle 12 to the platform plate support 10 can be completed.

[0060] Embodiment 2

[0061] Different from the device for transporting platform plates described in Embodiment 1, such as Figure 3 、 Figure 4As shown, the second rod 4 is connected below the first rod 1 through the second connecting rod 8. The width of the two first rods 1 arranged side by side is less than the spacing between adjacent platform plate brackets 10. The spacing between two adjacent platform plate brackets 10 is generally 1.5 meters. The length of the second rod 4 and the width of the two first rods 1 arranged side by side are less than 1.5 meters. The specific length and the width arranged side by side can be 1.30 meters, 1.35 meters, or 1.40 meters. The second rod 4 is a telescopic structure and is used to support at the connection between the diagonal brace 11 of the platform plate bracket 10 and the tunnel sidewall 13. The implementation manner of the telescopic structure can specifically be that telescopic rods 7 are provided at both ends of the second rod 4, and the telescopic rods 7 can extend out or retract from both ends of the second rod 4. When the two telescopic rods 7 are in the fully extended state, the total length of the second rod 4 and the two telescopic rods 7 is greater than the spacing between two adjacent platform plate brackets 10. The spacing between two adjacent platform plate brackets 10 is generally 1.5 meters. The total length of the second rod 4 and the two telescopic rods 7 needs to be greater than 1.5 meters. The specific length can be 1.55 meters, 1.60 meters, 1.65 meters, or 1.70 meters. When the telescopic rod 7 is in the fully retracted state, the end of the telescopic rod 7 is flush with the end of the second rod 4. When the telescopic rod 7 is in the fully extended state, the end of the telescopic rod 7 is used to support at the connection between the diagonal brace 11 of the platform plate bracket 10 and the tunnel sidewall 13.

[0062] In an alternative embodiment, the first rod 1 may include a first sub-rod 101 and a second sub-rod 102. The first sub-rod 101 and the second sub-rod 102 are hinged, and a restraint 6 is provided between the first sub-rod 101 and the second sub-rod 102. The restraint 6 can limit the relative rotation between the first sub-rod 101 and the second sub-rod 102.

[0063] In an alternative embodiment, the first sub-rod 101 may be provided with a rivet 602, and the second sub-rod 102 may be provided with an anchor bolt 603. The restraint 6 is hinged to the first sub-rod 101 through the rivet 602. A slide rail hole 601 is provided on the restraint 6, and the anchor bolt 603 can slide along the slide rail hole 601 and can be fixed in the slide rail hole 601. The anchor bolt 603 can move in the slide rail hole 601, thereby driving the change of the angle between the first sub-rod 101 and the second sub-rod 102. Tightening the nut on the anchor bolt 603 to clamp the restraint 6 can limit the relative rotation between the first sub-rod 101 and the second sub-rod 102.

[0064] In an alternative embodiment, the slide rail hole 601 can be arc-shaped. As Figure 6 shown, the restraint 6 can also be an arc plate that matches the shape of the slide rail hole 601.

[0065] In an alternative embodiment, one end of a telescopic support may be connected to the hinge joint between the first sub-bar 101 and the second sub-bar 102, and the other end of the telescopic support is used to support on the rail vehicle 12. The connection manner between the telescopic support and the hinge joint is also a hinge. This alternative embodiment can replace the restraint member 6 provided between the first sub-bar 101 and the second sub-bar 102. When the telescopic support is at a predetermined length and supported on the rail vehicle 12, the corresponding functions can be achieved. The telescopic support is not shown in the figure.

[0066] When using the device for transporting platform plates described in Embodiment 2, place it and the evacuation platform plate 9 on the rail vehicle 12. The rail vehicle 12 moves along the subway track. When it moves to the area where the evacuation platform plate 9 needs to be installed, first adjust the telescopic rod 7 to the retracted state, and connect the bottom end of the vertical rod 3 to the hinge support, and place the hinge support on the rail vehicle 12. Move to a suitable position. At the same time, make the axial directions of the first sub-bar 101 and the second sub-bar 102 perpendicular to the axial direction of the subway tunnel. Then, place the first sub-bar 101 and the second rod 4 between two adjacent platform plate supports 10. Then, adjust the telescopic rod 7 to the extended state, and place the two telescopic rods 7 at the connection between the diagonal braces 11 of two adjacent platform plate supports 10 and the tunnel side wall 13 respectively. Adjust the angle between the first sub-bar 101 and the second sub-bar 102 so that the second sub-bar 102 is horizontally placed, and the end of the first sub-bar 101 close to the platform plate support 10 is lower than the end of the first sub-bar 101 hinged to the second sub-bar 102. Then, tighten the nut on the anchor bolt 603, as Figure 3 、 Figure 4 shown. After placing the device for transporting platform plates described in Embodiment 2 in the above manner, move the evacuation platform plate 9 from the rail vehicle 12 to the second sub-bar 102. The bottom surface of the evacuation platform plate 9 contacts the roller 5. Note that the short side of the evacuation platform plate 9 needs to be placed parallel to the axis of the second sub-bar 102. Move the evacuation platform plate 9 along the axis of the second sub-bar 102 so that the evacuation platform plate 9 moves from the second sub-bar 102 to the first sub-bar 101. Since the end of the first sub-bar 101 close to the platform plate support 10 is lower than the end of the first sub-bar 101 hinged to the second sub-bar 102, under the action of gravitational potential energy and driven by the roller 5, the evacuation platform plate 9 moves along the axis of the first sub-bar 101 towards the platform plate support 10. When one long side of the evacuation platform plate 9 touches two adjacent platform plate supports 10, loosen the nut on the anchor bolt 603 and adjust the angle between the first sub-bar 101 and the second sub-bar 102, as Figure 5As shown, the first sub-bar 101 is rotated clockwise around the telescopic rod 7 to horizontally place the first sub-bar 101. The first sub-bar 101 will drive the evacuation platform board 9 to be horizontally placed, and both long sides of the evacuation platform board 9 are in contact with the platform board bracket 10. Then, the telescopic rod 7 is adjusted to the retracted state, and the device for carrying the platform board described in Embodiment 2 is horizontally moved away from between two adjacent platform board brackets 10, and thus the evacuation platform board 9 can be carried from the rail vehicle 12 to the platform board bracket 10. It should be noted that the vertical distance between the telescopic rod 7 and the first sub-bar 101 should be less than the vertical distance from the connection point of the diagonal brace 11 and the tunnel sidewall 13 to the platform board bracket 10, so that after the first sub-bar 101 is horizontally placed, both long sides of the evacuation platform board 9 can directly contact the platform board bracket 10.

[0067] The above are only the preferred embodiments of the present invention and are not intended to limit the present invention. Any modifications, equivalent replacements, and improvements made within the spirit and principle of the present invention shall be included in the protection scope of the present invention.

Claims

1. A device for transporting a platform plate, characterized in that: include: A plurality of first rods (1), wherein the plurality of first rods (1) are arranged side by side, one end of each of the first rods (1) is connected to a vertical rod (3), and the vertical rod (3) is used to be supported on a rail vehicle (12); A plurality of first connecting rods (2), wherein two ends of the plurality of first connecting rods (2) are connected to two adjacent first rod members (1); A second rod (4), wherein the second rod (4) is connected to the other ends of all the first rods (1).

2. A device for transporting a platform plate according to claim 1, characterized in that: A plurality of rollers (5) are provided on the first connecting rod (2).

3. A device for transporting a platform plate according to claim 2, characterized in that: The second rod (4) is connected to the bottom of the first rod (1) via a second connecting rod (8); the width of a plurality of the first rods (1) arranged side by side is smaller than the distance between two adjacent platform plate brackets (10); the second rod (4) is a telescopic structure; the second rod (4) is used to support the connection between the diagonal brace (11) of the platform plate bracket (10) and the tunnel side wall (13).

4. The device for transporting a platform plate according to claim 3, characterized in that: The first rod (1) comprises a first sub-rod (101) and a second sub-rod (102); the first sub-rod (101) and the second sub-rod (102) are hinged; a restraining member (6) is provided between the first sub-rod (101) and the second sub-rod (102); the restraining member (6) can limit relative rotation between the first sub-rod (101) and the second sub-rod (102).

5. The device for transporting a platform plate according to claim 4, characterized in that: The first sub-rod (101) is provided with a rivet (602), the second sub-rod (102) is provided with an anchor bolt (603), the restraining member (6) is hinged to the first sub-rod (101) via the rivet (602), the restraining member (6) is provided with a slide rail hole (601), and the anchor bolt (603) can slide along the slide rail hole (601) and can be fixed in the slide rail hole (601).

6. The device for transporting a platform plate according to claim 5, characterized in that: The slide rail hole (601) is in an arc shape.

7. A device for transporting a platform plate according to any one of claims 1 to 6, characterized in that: A hinge support is provided at the bottom end of the vertical pole (3), and the hinge support can move on the rail vehicle (12).

8. The device for transporting a platform plate according to claim 7, characterized in that: A support member is provided between the first rod member (1) and the vertical rod (3).

9. The device for transporting a platform plate according to claim 7, characterized in that: The first rod (1), the first connecting rod (2), the vertical rod (3) and the second rod (4) are all steel pipes.

10. The device for transporting a platform plate according to claim 9, characterized in that: The steel pipe is a round steel pipe, and the diameter of the round steel pipe is 20mm-30mm.