Device capable of preventing T-beam end seam temporary channel from deforming and falling off

By installing the channel plate with longitudinal limiting rods and support components at the expansion joints of the bridge deck construction, the problem of insufficient and unfixed temporary channel support for ordinary steel plates is solved, and the stability and load-bearing capacity of the channel plate are improved, ensuring traffic safety.

CN222961892UActive Publication Date: 2025-06-10CHINA RAILWAY BRIDGE BUREAU GRP EIGHTH ENG CO LTD +1
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Patent Information

Application Number
CN202422171119.7
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-09-04
Publication Date
2025-06-10
Estimated Expiration
2034-09-04

AI Technical Summary

Technical Problem

During the bridge deck construction process, ordinary steel plate paving, as a temporary passage, lacks support and is not fixed, resulting in deformation, breakage and falloff, posing safety hazards to passing vehicles.

Method used

A device is designed including a channel plate, a longitudinal limiting rod and a support assembly. The channel plate is located at the expansion joint, and the longitudinal limiting rod is abutting against the expansion joint wall to prevent the channel plate from being offset; the support assembly is located at the bottom of the channel plate to enhance the support force and prevent collapse, deformation or breaking.

Benefits of technology

Effectively prevent the channel plate from being offset, collapse, deformation or breaking, ensure the stability and load-bearing capacity of the channel plate, and improve the traffic safety.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to a device capable of preventing a T-beam end seam temporary channel from deforming and falling off, and the device comprises a channel plate which is arranged at an expansion joint; the longitudinal limiting rod is arranged on the channel plate and abuts against the expansion joint walls on the two upward sides of the longitudinal bridge; the supporting assembly is located in the expansion joint below the channel plate and connected with and abuts against the bottom of the channel plate. The device comprises a channel plate mounted at the expansion joint so as to ensure that a vehicle smoothly passes through the expansion joint. According to the device, the longitudinal limiting rods are arranged on the two sides of the channel plate in the longitudinal bridge direction, the longitudinal limiting rods abut against the expansion joint wall, so that deviation of the channel plate in the longitudinal bridge direction is limited, the channel plate is prevented from falling off, the bottom of the channel plate is connected with the supporting assembly, the supporting force of the channel plate is enhanced, and the channel plate is effectively prevented from collapsing, deforming or breaking.
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Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to a device capable of preventing a temporary channel of a T-beam end seam from deforming and falling off. Background Art

[0002] During the construction of the bridge deck system, vehicles passing through the bridge deck construction frequently, but due to the limitation of the construction process, the expansion joints are not installed until the later stage, and the reserved grooves at the expansion joints are relatively wide. According to the existing technology, traditional ordinary steel plates are generally used as temporary passages, but they cannot meet the driving requirements. This is mainly reflected in the heavy load and frequent traffic of construction vehicles. On the one hand, the ordinary steel plate passage is not fixed, and it is easy to cause longitudinal deviation after long-term use, which will cause the steel plate to fall off; on the other hand, the bottom of the steel plate is a reserved groove with a large width. Due to insufficient support force, long-term downward pressure will cause the steel plate to collapse, deform or break. All of these will bring safety hazards to passing vehicles. Utility Model Content

[0003] The embodiment of the present application provides a device that can prevent the temporary passage at the end seam of a T-beam from deforming and falling off, so as to solve the problem that ordinary steel plates used as the temporary passage have insufficient bottom support and are not fixed, which makes them prone to deformation, breakage and falling off.

[0004] Provided is a device for preventing a temporary channel at the end seam of a T-beam from deforming and falling off, comprising: a channel plate, which is arranged at the expansion joint; a longitudinal limit rod, which is arranged on the channel plate and abuts against the expansion joint walls on both sides of the longitudinal bridge upward; and a support assembly, which is located in the expansion joint below the channel plate and is connected to and abuts against the bottom of the channel plate.

[0005] In some embodiments, first through holes are provided on both sides of the longitudinal bridge of the channel plate facing upward; the longitudinal limiting rod passes through and is provided in the first through holes, and abuts against the expansion joint wall.

[0006] In some embodiments, abutment areas are provided on both sides of the longitudinal bridge of the channel plate upward; a second through hole is provided in the abutment area, and a longitudinal limit rod passes through and is provided in the second through hole to abut against the expansion joint wall.

[0007] In some embodiments, a crossbeam is provided at the bottom of the channel plate, and a first abutting portion is provided at the bottom of the crossbeam; the support assembly is slidably connected to the crossbeam and abuts against the first abutting portion.

[0008] In some embodiments, the support assembly includes a supporting block and a telescopic assembly; the supporting block is slidably disposed in the cross beam and abuts against the first supporting portion; the telescopic assembly includes a screw tube, the top of the screw tube is connected to the bottom of the supporting block, and an adjusting screw is rotatably connected inside the screw tube, and a pad is provided at the bottom of the adjusting screw, which contacts the bottom of the expansion joint.

[0009] In some embodiments, a plurality of cross beams are arranged longitudinally along the longitudinal bridge direction of the channel plate, and are equally spaced transversely along the transverse bridge direction of the channel plate; alternatively, a plurality of cross beams are arranged transversely along the transverse bridge direction of the channel plate, and are equally spaced longitudinally along the longitudinal bridge direction of the channel plate.

[0010] In some embodiments, a connecting groove is provided at the bottom of the channel plate; and a second abutting portion is provided at the notch of the connecting groove; the abutting block is fixedly arranged in the connecting groove and abuts against the second abutting portion.

[0011] In some embodiments, the connecting grooves are equally spaced along the longitudinal length of the channel plate and equally spaced along the transverse length of the channel plate; the support assemblies are respectively arranged in the corresponding connecting grooves.

[0012] In some embodiments, the longitudinal length of the channel plate is greater than the distance between the longitudinal joints of the expansion joints; the transverse width of the channel plate is equal to the transverse length of the expansion joints.

[0013] In some embodiments, the transverse width of the channel plate is less than the transverse length of the expansion joints; it includes a plurality of channel plates, which are equally spaced transversely along the expansion joints.

[0014] The beneficial effects brought by the technical solutions provided in this application include:

[0015] The embodiments of this application provide a device that can prevent the temporary passage at the end joint of the T-beam from deforming and falling off. The channel plate is arranged at the expansion joint so that vehicles can pass smoothly through the expansion joint. On the one hand, longitudinal limiting rods are arranged on both sides in the longitudinal bridge direction of the channel plate, and the longitudinal limiting rods abut against the expansion joint wall to be able to limit the channel plate in the longitudinal bridge direction and prevent it from falling off; on the other hand, the bottom of the channel plate is connected to and abuts against a support assembly to strengthen the supporting force of the channel plate and effectively prevent the channel plate from collapsing, deforming or breaking. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] In order to more clearly illustrate the technical solutions in the embodiments of this application, the following will briefly introduce the drawings required for the description of the embodiments. Obviously, the drawings in the following description are only some embodiments of this application. For those of ordinary skill in the art, without creative efforts, other drawings can also be obtained based on these drawings.

[0017] Figure 1 It is a schematic application diagram of the channel plate provided by the embodiment of this application;

[0018] Figure 2 It is a schematic bottom structure diagram of the channel plate provided by the embodiment of this application;

[0019] Figure 3 It is a schematic structure diagram of the support assembly provided by the embodiment of this application.

[0020] In the figure: 1. Channel plate; 11. Connecting groove; 12. Second abutting portion; 2. Abutting area; 3. Cross beam; 31. First abutting portion; 4. Second perforation; 5. Longitudinal limiting rod; 6. Support assembly; 61. Abutting block; 62. Telescopic assembly; 621. Screw pipe; 622. Adjusting screw; 623. Cushion plate. Detailed implementation mode

[0021] To make the objectives, technical solutions and advantages of the embodiments of the present application clearer, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present application. Obviously, the described embodiments are some, but not all, of the embodiments of the present application. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present application without creative efforts shall fall within the protection scope of the present application.

[0022] The embodiments of the present application provide a device for preventing the deformation and detachment of the temporary channel at the end joint of a T-beam, which can solve the problems of insufficient bottom support force and lack of fixation of the ordinary steel plate paving acting as the temporary channel, and is prone to deformation, fracture and detachment.

[0023] Since the vehicle repeatedly rolls over the steel plate paving acting as the temporary channel for a long time, on the one hand, it will cause the phenomenon of steel plate offset. Then, a limiting pin is added to the steel plate, the pin holes with different spacings are set according to the expansion joints of different widths, and the pin is inserted to abut against the expansion joint wall to realize the limiting and fixation of the steel plate and prevent its offset; on the other hand, since only the parts of the two ends of the steel plate in contact with the bridge deck bear large loads, appropriate support members are arranged in the middle part of the steel plate, and multiple support members are reasonably arranged according to the width of the expansion joint, which can greatly enhance the support strength and durability of the steel plate.

[0024] Please refer to Figures 1-3 , a device for preventing the deformation and detachment of the temporary channel at the end joint of a T-beam, which includes: a channel plate 1, which is arranged at the expansion joint; a longitudinal limiting rod 5, which is arranged on the channel plate 1 and abuts against the two expansion joint walls in the longitudinal direction of the bridge; a support assembly 6, which is located in the expansion joint below the channel plate 1, and is connected to and abuts against the bottom of the channel plate 1;

[0025] With this structural design, the channel plate 1 is installed at the expansion joint, providing convenience for vehicles to pass through the expansion joint smoothly. The longitudinal limiting rod 5 and the supporting assembly 6 at the bottom are provided, effectively ensuring the stability and load-bearing capacity of the channel plate 1 in the longitudinal direction. The setting of the longitudinal limiting rod 5 can ensure that the channel plate 1 does not shift, while the supporting assembly 6 can enhance the supporting force of the channel plate 1, preventing the channel plate 1 from collapsing, deforming or breaking, thus ensuring the safe use of the channel plate 1. It should be noted that this device is not only widely used in the temporary passage of the T-beam end joint, but also can play a role in other occasions where a temporary passage needs to be fixed and supported.

[0026] In some preferred embodiments, first through holes are provided on both sides of the channel plate 1 in the longitudinal bridge direction; the longitudinal limiting rod 5 penetrates through and is arranged in the first through holes and abuts against the expansion joint wall. In this design, first through holes are provided on both sides of the channel plate 1 in the longitudinal bridge direction, and the longitudinal limiting rod 5 penetrates through and is arranged in these through holes and abuts against the expansion joint wall. This design can effectively fix the channel plate 1 and ensure its stability in the longitudinal bridge direction. By combining the longitudinal limiting rod 5 with the channel plate 1, the offset of the channel plate 1 can be avoided, ensuring that the position of the channel plate 1 remains fixed.

[0027] In some preferred embodiments, abutting regions 2 are provided on both sides of the channel plate 1 in the longitudinal bridge direction; second through holes 4 are provided in the abutting regions 2, and the longitudinal limiting rod 5 penetrates through and is arranged in the second through holes 4 and abuts against the expansion joint wall. Such a design can fix the channel plate 1 more firmly and ensure its stability in the longitudinal direction. By providing the second through holes 4 in the abutting regions 2 and using the longitudinal limiting rod 5, it is possible to flexibly adjust the insertion of the longitudinal limiting rods 5 on both longitudinal bridge sides into the corresponding second through holes 4 according to the longitudinal bridge width of the expansion joint, which can ensure a tight and stable connection between the channel plate 1 and the expansion joint wall, adapt to expansion joints of different widths, and improve the applicability and flexibility of the channel plate 1.

[0028] In some preferred embodiments, a cross beam 3 is provided at the bottom of the channel plate 1, and a first abutting portion 31 is provided at the bottom of the cross beam 3; the supporting assembly 6 is slidably connected to the cross beam 3 and abuts against the first abutting portion 31. This design is to enhance the flexibility of the supporting assembly, which can slide and support at different positions at the bottom of the channel plate 1. The supporting assembly 6 is slidably connected to the cross beam 3 and abuts against the first abutting portion 31, which can effectively transfer the supporting force and load to the ground, reduce the stress on the top of the channel plate 1, and at the same time ensure a firm and reliable connection between the supporting system and the channel plate 1. This design can effectively ensure the use stability of the channel plate 1 and is applicable to application scenarios that need to bear large loads.

[0029] In some preferred embodiments, the support assembly 6 includes a resisting block 61 and a telescopic assembly 62; the resisting block 61 is slidably disposed within the cross beam 3 and abuts against the first abutting portion 31; the telescopic assembly 62 includes a screw pipe 621, the top of the screw pipe 621 is connected to the bottom of the resisting block 61, and an adjusting screw 622 is rotatably connected within the screw pipe 621. A backing plate 623 is provided at the bottom of the adjusting screw 622, and the backing plate 623 contacts the bottom of the expansion joint. In this structural design, the resisting block 61 is a component fixed within the cross beam 3 and abutting against the first abutting portion 31. Through its sliding connection and abutting function, it can effectively transfer the supporting force and load to the ground, increasing the stability of the overall structure. The telescopic assembly 62 includes a screw pipe 621 and an adjusting screw 622. The top of the screw pipe 621 of the telescopic assembly 62 is connected to the bottom of the resisting block 61, forming a telescopic support structure. The adjusting screw 622 is rotatably connected within the screw pipe 621. By adjusting the length of the adjusting screw 622, the telescoping of the support assembly 6 can be achieved, flexibly adapting to the site requirements of different expansion joint heights. The backing plate 623 is provided at the bottom of the adjusting screw 622, and the backing plate 623 contacts the bottom of the expansion joint, playing a role in support and stability. At the same time, it can reduce the stress on the top of the channel plate 1, ensuring the stability and safety of the overall structure. This design enables the support assembly 6 to have a greater adjustment range and applicability, suitable for dealing with situations of different heights, irregular terrains, or load requirements. At the same time, through this combined design, the stability and load-bearing capacity of the support system have been further improved.

[0030] In some preferred embodiments, a plurality of cross beams 3 are arranged along the longitudinal bridge direction of the channel plate 1, and the cross beams 3 are equally spaced along the transverse bridge direction of the channel plate 1; or, a plurality of cross beams 3 are arranged along the transverse bridge direction of the channel plate 1, and the cross beams 3 are equally spaced along the longitudinal bridge direction of the channel plate 1. The arrangement of the plurality of cross beams 3 can be selected according to specific requirements and site conditions to achieve the best support effect and structural stability. Specifically: First, a plurality of cross beams 3 are arranged along the longitudinal bridge direction of the channel plate 1: This arrangement can increase the stability and load-bearing capacity of the channel plate 1. By arranging a plurality of cross beams 3 along the longitudinal bridge direction of the channel plate 1, the load and supporting force can be effectively dispersed, reducing the deflection of the channel plate 1 and improving the overall stability of the structure; Second, a plurality of cross beams 3 are arranged along the transverse bridge direction of the channel plate 1. By arranging a plurality of cross beams 3 along the transverse bridge direction of the channel plate 1, the load on the channel plate in the transverse direction can be effectively supported. Both of these arrangement methods improve the load-bearing capacity and stability of the channel plate and are applicable to occasions where the load-bearing capacity and deflection control of the channel plate 1 in different directions need to be considered.

[0031] In some preferred embodiments, a connecting groove 11 is provided at the bottom of the channel plate 1; and a second abutting portion 12 is provided at the notch of the connecting groove 11; the abutting block 61 is fixedly arranged in the connecting groove 11 and abuts against the second abutting portion 12. Through the design of the connecting groove 11 and the second abutting portion 12, a reliable connection is formed between the bottom of the channel plate 1 and the abutting block 61, increasing the structural stability. The abutting block 61 is fixed in the connecting groove 11, which can effectively prevent the channel plate 1 from moving or deforming during use, ensuring the overall stability of the structure. In addition, since the abutting block 61 can be fixed in the connecting groove 11, if the channel plate 1 needs to be maintained or replaced, the abutting block 61 can be conveniently disassembled or replaced, reducing the difficulty and time cost of maintenance work. It should be noted that this design solution is different from the above. The connecting groove 11 is located at a fixed position at the bottom of the channel plate 1, and the support assembly 6 is fixedly connected thereto, and the position cannot be adjusted. Generally speaking, the design of the connecting groove 11 and the abutting block 61 can improve the stability and load-bearing capacity of the channel plate 1, and at the same time facilitate maintenance and management.

[0032] In some preferred embodiments, the connecting grooves 11 are arranged at equal intervals along the longitudinal length of the channel plate 1 and at equal intervals along the transverse length of the channel plate 1; the support assemblies 6 are respectively arranged in the corresponding connecting grooves 11. The advantages of this design are: uniform distribution. By arranging the connecting grooves 11 at equal intervals along the longitudinal and transverse lengths of the channel plate 1, the uniform distribution of the support assemblies 6 can be realized. This design can effectively disperse the load, improve the overall stability and load-bearing capacity of the channel plate 1. At the same time, it can also prevent the structure from deforming or being damaged due to excessive local load; flexibility. The equal interval arrangement of the connecting grooves 11 can make the position of the support assemblies 6 relatively flexible, facilitating adjustment and optimization according to specific usage requirements. Different positions of the support assemblies 6 can be selected according to the actual situation to achieve the best structural support effect; convenient maintenance. The support assemblies 6 can be easily installed in the corresponding connecting grooves 11, facilitating maintenance and replacement. At the same time, the equal interval arrangement of the connecting grooves 11 also facilitates the management and maintenance work, improving the maintainability and manageability of the overall system.

[0033] In some preferred embodiments, the longitudinal length of the channel plate 1 is greater than the distance between the longitudinal joints of the expansion joints; the transverse width of the channel plate 1 is equal to the transverse length of the expansion joints. It should be noted that this limitation on the channel plate 1 belongs to an actual application in specific embodiments, that is, the channel plate 1 completely covers the expansion joints of the entire T-beam, thus facilitating the safe reciprocating crossing of vehicles. In addition to meeting the needs of vehicle passage, this design can also effectively prevent sundries or other substances from falling into the expansion joints, ensuring the cleanliness and safety of the road. At the same time, it is also more convenient to maintain the channel plate 1, which can reduce the difficulty and risk of maintenance work.

[0034] In some preferred embodiments, the cross-bridge width of the channel plate 1 is less than the cross-bridge length of the expansion joint; a plurality of channel plates 1 are included, which are arranged at equal intervals along the cross-bridge direction of the expansion joint. This design can ensure that the channel plate 1 can be stably installed in the expansion joint while leaving the construction area of the expansion joint. The channel plates 1 are arranged at equal intervals along the cross-bridge direction of the expansion joint, which can better cover the entire expansion joint area and ensure that vehicles can pass safely. This setting method can not only effectively fill the expansion joint, reduce the falling of sundries, and improve the traffic safety, but also is conducive to maintaining the cleanliness and maintenance of the channel plate 1 and the expansion joint. The plurality of channel plates 1 are evenly distributed, and can also balance the load when the vehicle passes, reduce the impact force on the channel plate 1, and extend the service life.

[0035] The beneficial effects brought by the present utility model include:

[0036] The device includes a channel plate 1 installed at the expansion joint to ensure that vehicles can pass through the expansion joint smoothly. Longitudinal limit rods 5 are arranged on both sides of the channel plate 1 in the longitudinal-bridge direction, and these longitudinal limit rods 5 abut against the expansion joint wall, thereby restricting the offset of the channel plate 1 in the longitudinal-bridge direction and preventing it from falling off. Moreover, a support assembly 6 is connected to the bottom of the channel plate 1 to enhance the supporting force of the channel plate 1 and effectively prevent the channel plate 1 from collapsing, deforming or breaking.

[0037] In the description of the present application, it should be noted that the orientation or positional relationship indicated by terms such as "upper" and "lower" is based on the orientation or positional relationship shown in the drawings, and is only for the convenience of describing the present application and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as a limitation to the present application. Unless otherwise clearly specified and limited, the terms "installation", "connection" and "connection" 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 a mechanical connection or an electrical connection; it can be directly connected or indirectly connected through an intermediate medium, and it can be the communication inside two elements. For those of ordinary skill in the art, the specific meanings of the above terms in the present application can be understood according to specific circumstances.

[0038] It should be noted that in this application, relational terms such as "first" and "second" are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any actual relationship or order between these entities or operations. Moreover, the term "comprising", "including" or any other variant thereof is intended to cover non-exclusive inclusion, such that a process, method, article or device comprising a series of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such process, method, article or device. Without further limitation, an element defined by the phrase "comprising an..." does not exclude the presence of additional identical elements in the process, method, article or device comprising the element.

[0039] The above are only specific embodiments of the present application, enabling those skilled in the art to understand or implement the present application. Various modifications to these embodiments will be obvious to those skilled in the art, and the general principles defined herein can be implemented in other embodiments without departing from the spirit or scope of the present application. Therefore, the present application will not be limited to the embodiments shown herein, but rather to the broadest scope consistent with the principles and novel features claimed herein.

Claims

1. A device for preventing the temporary channel of the T-beam end seam from deforming and falling off, characterized in that: It includes: A channel plate (1) is arranged at the expansion joint; A longitudinal limiting rod (5) is arranged on the channel plate (1) and abuts against the expansion joint walls on both sides of the longitudinal bridge upward; A support assembly (6) is located in the expansion joint below the channel plate (1) and is connected to and abuts against the bottom of the channel plate (1).

2. The device for preventing the temporary passage at the end seam of a T-beam from deforming and falling off as claimed in claim 1, characterized in that: The channel plate (1) is provided with first through holes on both sides of the longitudinal bridge facing upwards; The longitudinal limiting rod (5) passes through and is arranged in the first through hole, and is abutted against the expansion joint wall.

3. The device for preventing the temporary passage at the end seam of a T-beam from deforming and falling off as claimed in claim 1, characterized in that: The channel plate (1) has abutment areas (2) on both sides of the longitudinal bridge facing upward; A second through hole (4) is provided in the abutting area (2), and the longitudinal limiting rod (5) passes through and is provided in the second through hole (4) and abuts against the expansion joint wall.

4. The device for preventing the temporary passage at the end seam of a T-beam from deforming and falling off as claimed in claim 1, characterized in that: A crossbeam (3) is provided at the bottom of the channel plate (1), and a first abutting portion (31) is provided at the bottom of the crossbeam (3); The support assembly (6) is slidably connected to the crossbeam (3) and abuts against the first abutting portion (31).

5. The device for preventing the temporary passage at the end seam of a T-beam from deforming and falling off as claimed in claim 4, characterized in that: The support assembly (6) comprises a supporting block (61) and a telescopic assembly (62); The abutting block (61) is slidably disposed in the cross beam (3) and abuts against the first abutting portion (31); The telescopic assembly (62) comprises a screw tube (621), the top of the screw tube (621) is connected to the bottom of the supporting block (61), and an adjusting screw (622) is rotatably connected inside the screw tube (621), a pad (623) is provided at the bottom of the adjusting screw (622), and the pad (623) is in contact with the bottom of the expansion joint.

6. The device for preventing the temporary passage at the end seam of a T-beam from deforming and falling off as claimed in claim 4, characterized in that: A plurality of the cross beams (3) are arranged along the longitudinal direction of the channel plate (1), and the cross beams (3) are arranged at equal intervals along the transverse direction of the channel plate (1); or, A plurality of the cross beams (3) are arranged along the transverse bridge direction of the channel plate (1), and the cross beams (3) are arranged at equal intervals along the longitudinal bridge direction of the channel plate (1).

7. The device for preventing the temporary passage at the end seam of a T-beam from deforming and falling off as claimed in claim 5, characterized in that: The bottom of the channel plate (1) is provided with a connecting groove (11); and the notch of the connecting groove (11) is provided with a second abutting portion (12); The abutting block (61) is fixedly disposed in the connecting groove (11) and abuts against the second abutting portion (12).

8. The device for preventing the temporary passage at the end seam of a T-beam from deforming and falling off as claimed in claim 7, characterized in that: The connecting grooves (11) are arranged at equal intervals along the longitudinal length of the channel plate (1), and are arranged at equal intervals along the transverse length of the channel plate (1); The supporting components (6) are respectively arranged in the corresponding connecting grooves (11).

9. The device for preventing the temporary passage at the end seam of a T-beam from deforming and falling off as claimed in claim 1, characterized in that: The longitudinal length of the channel plate (1) is greater than the distance between the expansion joints in the longitudinal direction; The transverse width of the channel plate (1) is equal to the transverse length of the expansion joint.

10. The device for preventing the temporary passage at the end seam of a T-beam from deforming and falling off as claimed in claim 1, characterized in that: The transverse width of the channel plate (1) is smaller than the transverse length of the expansion joint; It comprises a plurality of channel plates (1), which are arranged at equal intervals along the transverse direction of the expansion joint.