Modularized anti-seismic wallboard system for high-speed rail and manufacturing equipment and process of modularized anti-seismic wallboard system

Abstract

The invention belongs to the technical field of modularized anti-seismic wallboards of high-speed rails, and particularly relates to a modularized anti-seismic wallboard system for high-speed rails and manufacturing equipment and a technology of the modularized anti-seismic wallboard system for the high-speed rails, the modularized anti-seismic wallboard system comprises a conveying table, the modularized anti-seismic wallboard system is installed at the two ends of a carriage of the high-speed rails, and the conveying table is placed on the ground; the conveying table is used for conveying components of the modular anti-seismic wallboard system, the adding mechanism is arranged at the rear end of the conveying table and used for installing the internal components of the modular anti-seismic wallboard system, and the transverse conveying mechanism is connected between the interiors of the adding mechanism. Therefore, the problem that a connecting part shakes due to the pressure of wind pressure and pressure intensity when the high-speed rail runs at a high speed is solved.

Description

Technical Field

[0001] The present invention relates to the technical field of modular anti-seismic wall panels for high-speed railways, and specifically to a modular anti-seismic wall panel system for high-speed railways, its manufacturing equipment and process. Background Art

[0002] The existing modular anti-seismic wall panels for high-speed railways have the following defects:

[0003] Weak connection parts: The connections between modular wall panels, such as bolt connections and slot connections, are prone to strong vibrations of the plates during the rapid driving of high-speed railways due to different wind pressures and internal and external pressures, resulting in possible problems such as loosening and falling off of the connection parts.

[0004] Limited performance of shock-absorbing and energy-absorbing materials: The performance of the shock-absorbing and energy-absorbing materials filled inside some wall panels may decline after long-term use, and it is not easy to replace and repair them.

[0005] Lack of installation convenience: The current installation process of modular wall panels may be relatively complex, requiring the participation of a large amount of labor and equipment, with low installation efficiency and high technical requirements for installers.

[0006] Therefore, we propose a modular anti-seismic wall panel system for high-speed railways, its manufacturing equipment and process. Summary of the Invention

[0007] To solve the above technical problems, the present invention provides the following technical solutions:

[0008] A modular anti-seismic wall panel system for high-speed railways, which includes: a transfer table,

[0009] The modular anti-seismic wall panel system is installed at both ends of a high-speed railway carriage. The transfer table is placed on the ground and is used to transport the components of the modular anti-seismic wall panel system. An installation mechanism is provided at the rear end of the transfer table, and the installation mechanism is used to install the internal components of the modular anti-seismic wall panel system. A transverse transfer mechanism is connected between the insides of the installation mechanism, and the transfer mechanism is used to transport and position the internal components of the modular anti-seismic wall panel system. A tapping mechanism is provided at the front end of the transfer table, and the tapping mechanism is used to bolt-fix the modular anti-seismic wall panel system. A clamping mechanism is connected between the insides of the tapping mechanism, and the tapping mechanism is used to drive the clamping mechanism to lift. The clamping mechanism is used to horizontally pick up and lift and place the components of the modular anti-seismic wall panel system.

[0010] As a preferred solution of a modular anti-seismic wall panel system for high-speed railways according to the present invention, wherein: the installation mechanism includes: a first lifting component;

[0011] The first lifting component is arranged at the rear end of the transmission platform, the interior of the first lifting component is connected with a movable component, the lower end of the movable component is connected with a flip driving component, and the interior of the driving component is connected with a guide component.

[0012] As a preferred solution of the manufacturing equipment of a modular earthquake-resistant wall panel system for high-speed railways described in the present invention, wherein: the first lifting assembly comprises: a lifting bracket;

[0013] The lifting bracket is installed at the rear end of the transmission platform, the inner periphery of the lifting bracket is connected with screw rods, a ceiling is installed on the top of the lifting bracket, a lifting motor is installed on one end of the top of the ceiling, and the output end of the lifting motor is connected to the top port of a group of screw rods;

[0014] The movable assembly comprises: a movable plate;

[0015] Threaded blocks are provided at both ends of the movable plate, the interior of the threaded blocks is threadedly connected to the outer wall of the screw rod, a lifting cylinder is installed on the top of the movable plate, the bottom of the lifting cylinder is connected to the top center of the flip drive assembly, the two ends of the bottom of the movable plate are rotatably connected to the middle port of the V-shaped rod, the upper port of the V-shaped rod is rotatably connected to the front end side of the flip drive assembly, the lower port of the V-shaped rod is rotatably connected to the front end of the clamping frame, the interior of the clamping frame is rotatably connected to the bidirectional screw rod, the two ends of the outer wall of the bidirectional screw rod are threadedly connected to two groups of clamping rods, a clamping motor is installed at the front end of the clamping frame, the output end of the clamping motor is connected to the front port of the bidirectional screw rod, and the front end of the clamping motor is rotatably connected to the lower port of the V-shaped rod;

[0016] The flip drive assembly includes: a movable box;

[0017] The top center of the movable box is connected to the output end of the lifting cylinder, and grooves are provided at the upper and lower ends of the movable box. A rotating motor is installed on the left side of the front end of the movable box. The two sides of the rear end of the movable box are rotatably connected to two sets of rotating gears. The front port of the left rotating gear is connected to the output end of the rotating motor. A toothed belt is connected between the two sets of rotating gears. A gear rod is provided at the lower end of the inner part of the toothed belt. The gear rod is installed at the upper end of the lower groove, and the bottom of the gear rod contacts the lower side of the toothed belt.

[0018] The guide assembly comprises: a guide box;

[0019] The front and rear ends of the guide box are provided with follower gears, the upper end of the follower gear is meshed and connected with the upper end of the inner wall of the toothed belt, the lower end of the follower gear is meshed and connected with the gear rod, and a guide groove is provided inside the guide box.

[0020] As a preferred solution of the manufacturing equipment of the modular earthquake-resistant wall panel system for high-speed railway described in the present invention, wherein: the lateral transmission mechanism comprises: a limit assembly;

[0021] The limiting component is installed at the right end of the adding mechanism, and a transmission component is connected between the limiting components;

[0022] The limiting component includes: a limiting bracket;

[0023] The limiting bracket is installed at the right end of the adding mechanism. A limiting plate is installed at the top of the limiting bracket. A limiting groove is provided at the lower end of the inner wall of the limiting plate. A driving gear is rotatably connected to the left end of the inner wall of the limiting plate. A driving motor is installed on the left front side of the limiting plate, and the output end of the driving motor is connected to the driving gear;

[0024] The transmission component includes: a conveyor;

[0025] Side tooth bars are provided at both ends of the conveyor. The side tooth bars are slidably connected inside the limiting groove. The top of the side tooth bar is meshed and connected to the bottom of the driving gear. A discharging valve is provided at the left end of the bottom of the conveyor.

[0026] As a preferred scheme of a manufacturing device for a modular anti-seismic wall panel system for high-speed rail according to the present invention, wherein: the tapping mechanism includes: a second lifting component

[0027] The second lifting component is arranged at the front end of the transmission table. The inner walls on the left side of the second lifting component are rotatably connected to turning rods. The other ends of the turning rods are connected to the front and rear ends of the tapping box. The lower ends of the turning rods are connected to the output end of a turning motor through chains and sprockets. The turning motor is installed at the lower end of the inner wall on the left side of the second lifting component. A tapping motor is installed at the center of the bottom of the tapping box.

[0028] As a preferred scheme of a manufacturing device for a modular anti-seismic wall panel system for high-speed rail according to the present invention, wherein: the clamping mechanism includes: a mounting component;

[0029] The mounting component is connected inside the second lifting component. A moving component is slidably connected to the bottom of the mounting component, and a clamping component is connected to the bottom of the moving component;

[0030] The mounting component includes: a mounting plate;

[0031] The periphery of the mounting plate is threadedly connected to the inside of the second lifting component. A moving groove is provided at the bottom of the mounting plate;

[0032] The moving component includes: a moving rod;

[0033] The moving rod is slidably connected inside the moving groove. The top of the right end of the moving rod is connected to the output end of a hydraulic rod. The hydraulic rod is installed at both ends of the top of the mounting plate;

[0034] The clamping component includes: a first placing plate;

[0035] The two ends of the top of the first placement plate are connected to the bottoms of two groups of moving rods. A motor is installed at the center of the top of the first placement plate. L-shaped blocks are installed at the front and rear ends of the bottom of the first placement plate. The center of the bottom of the first placement plate is rotatably connected to the top of a gear. The top port of the gear is connected to the output end of the motor. An L-shaped toothed rod is slidably connected to the inner side of the L-shaped block. The inner wall of the L-shaped toothed rod is meshed with the outer wall of the gear. A second placement plate is provided at the bottom of the L-shaped toothed rod. Chute grooves are provided at both ends of the second placement plate. The L-shaped toothed rod is slidably connected inside the chute grooves.

[0036] A modular anti-seismic wall panel system for high-speed rail, comprising: the modular anti-seismic wall panel system.

[0037] As a preferred solution of the modular anti-seismic wall panel system for high-speed rail described in the present invention, wherein: the modular anti-seismic wall panel system comprises: a lining component;

[0038] The lining component is placed at the rear end of the transfer table. Connecting components are installed at both ends inside the lining component. A shock-absorbing component is installed on the inner surface of the lining component. The shock-absorbing components are interspersed and connected through an energy-absorbing component. An outer lining component is installed on the top of the lining component.

[0039] As a preferred solution of the modular anti-seismic wall panel system for high-speed rail described in the present invention, wherein: the lining component comprises: a lining board;

[0040] The lining board is placed on the surface of the transfer table. Blocking blocks are provided at the front end and the rear end of the lining board. Side grooves are provided at both ends of the outer wall of the lining board. Pressing grooves are provided around the top of the lining board. Conical blocks are provided around the inner surface of the lining board;

[0041] The connecting component comprises: a male-female block;

[0042] The male-female block is installed inside the side groove. Inclined panels are provided on the inner surface of the male-female block. Blocking pieces are provided at the front and rear ends of the inclined panel;

[0043] The shock-absorbing component comprises: a first shock-absorbing seat;

[0044] The first shock-absorbing seat is installed at the upper end of the conical block. A shock-absorbing ball cone is provided at the top of the first shock-absorbing seat. A second shock-absorbing seat is provided at the upper end of the first shock-absorbing seat. The bottom of the second shock-absorbing seat is in contact with the top of the shock-absorbing ball cone. Seat grooves are provided at the bottom of the first shock-absorbing seat and the top of the second shock-absorbing seat. First connecting ribs are provided at the middle positions of both ends of the first shock-absorbing seat and the second shock-absorbing seat. Second connecting ribs are provided at the middle positions on the upper sides of the front and rear ends of the first shock-absorbing seat and the second shock-absorbing seat. Third connecting ribs are provided at the middle positions on the lower sides of the front and rear ends of the first shock-absorbing seat and the second shock-absorbing seat;

[0045] The energy-absorbing component comprises: a cover plate;

[0046] The cover plates are installed at the inner front end and the inner rear end of the inner lining plate. A first interpenetrating rib and a second interpenetrating rib are connected between the two groups of cover plates. The first interpenetrating rib penetrates through the gap between the first connecting rib, the second connecting rib and the third connecting rib, and the second interpenetrating rib penetrates through the gap between the second connecting rib and the third connecting rib.

[0047] The outer lining assembly includes: an outer lining plate;

[0048] The outer lining plate is installed on the top of the inner lining plate. Pressing blocks are arranged around the bottom of the outer lining plate. The pressing blocks are inserted into the inside of the pressing grooves. Oblique blocks are arranged at both ends of the bottom of the outer lining plate. The oblique blocks are slidably connected with the retaining pieces, and the outer side surfaces of the oblique blocks are in contact with the inner side surfaces of the inclined panels.

[0049] A manufacturing process of a modular anti-seismic wall panel system for high-speed railways includes the following operating steps:

[0050] S1: By combining a frame and aluminum alloy and filling fireproof materials inside, the inner lining plate and the outer lining plate are obtained. Through an injection molding mechanism, model injection molding is carried out to obtain a shock-absorbing component and an energy-absorbing component, and the energy-absorbing component is installed with the shock-absorbing component.

[0051] S2: By placing the inner lining plate on the surface of the transfer table, limiting it on the surface of the transfer table through a buckle, starting the lifting cylinder, turning the clamping rod outwards, and placing the connecting component between the two clamping rods for clamping. At the same time, the energy-absorbing component and the shock-absorbing component are placed on the surface of the transverse transfer mechanism for transfer.

[0052] S3: When assembling, through the cooperation of the lifting cylinder and the first lifting component, first install the connecting component inside the side groove. Then, by starting the driving motor, move the conveyor to the upper end of the guiding component, make the leftmost end of the discharging valve vertically placed in the initial state of the guiding component, so as to complete the positioning operation. By starting the discharging valve, slide the shock-absorbing component and the energy-absorbing component into the inside of the guiding component, and install the shock-absorbing component and the energy-absorbing component to the conical block through the guiding component, so that the shock-absorbing component is connected with the conical block. By starting the rotating motor, drive the guiding component to flip one week, move to the top of the next group of conical blocks, and repeat the installation steps to place several groups of shock-absorbing components and energy-absorbing components inside the inner lining plate.

[0053] S4: Move the inner lining plate to the top of the clamping mechanism through the transfer table. At this time, the clamping mechanism moves horizontally, clamps and takes the outer lining plate placed outside, and drives the outer lining plate to move to the top of the inner lining plate. Through the cooperation with the second lifting component, place the outer lining plate on the top of the inner lining plate, so that the inner lining plate and the outer lining plate are connected through the pressing grooves and the pressing blocks.

[0054] S5: Place a number of bolts at the rotating port of the tapping mechanism, perform magnetic adsorption through the tapping mechanism, start the tapping mechanism, turn over the tapping mechanism so that the bolts contact the top of the outer lining plate, and start the tapping motor to fix the outer lining plate and the inner lining plate with bolts, thus completing the installation of a set of modular anti-seismic wallboard systems.

[0055] Compared with the prior art:

[0056] Through the outer strong hollow design of the modular anti-seismic wallboard system, the force can be effectively buffered. At the same time, since the inner lining component is fixedly installed with the carriage and the outer lining component is on the outside of the carriage, when the high-speed train is running at high speed, the outer lining component will be subjected to greater wind pressure and pressure, forcing the outer lining component to squeeze inwardly against the inner lining component. Then, under the action of the connecting component, the connecting part of each group of connected modular anti-seismic wallboard systems will be more stable. At the same time, with the anti-seismic and energy-absorbing effects of the shock-absorbing component and the energy-absorbing component, it can be achieved that the faster the high-speed train runs, the better the anti-seismic effect, thus solving the situation that the connecting part shakes due to the pressure of wind pressure and pressure when the high-speed train is running at high speed. At the same time, through the riveting installation method of the modular anti-seismic wallboard system, it is convenient to connect the modular anti-seismic wallboard system with the carriage, simplify the installation process of the modular wallboard, and increase the installation efficiency of the modular anti-seismic wallboard system;

[0057] Through the cooperation of the installation mechanism, the horizontal transmission mechanism, the tapping mechanism and the clamping mechanism, the overall modular anti-seismic wallboard system can be freely installed and disassembled, making the installation and disassembly of the modular anti-seismic wallboard system more convenient, facilitating the replacement of the internal shock-absorbing component and the energy-absorbing component. At the same time, it can also simplify the assembly of the modular anti-seismic wallboard system and increase the assembly efficiency of the modular anti-seismic wallboard system. BRIEF DESCRIPTION OF THE DRAWINGS

[0058] Figure 1 It is a schematic diagram of the overall structure provided by the present invention;

[0059] Figure 2 It is a schematic diagram of the installation structure of the installation mechanism and the horizontal transmission mechanism provided by the present invention;

[0060] Figure 3 It is a schematic diagram of the placement structure of the modular anti-seismic wallboard system provided by the present invention;

[0061] Figure 4 It is a schematic diagram of the connection structure of the installation mechanism and the horizontal transmission mechanism provided by the present invention;

[0062] Figure 5 It is a schematic diagram of the installation mechanism provided by the present invention;

[0063] Figure 6Schematic diagram of the connection structure of the movable component, flipping drive component and guiding component provided by the present invention;

[0064] Figure 7 Schematic diagram of the movable component structure provided by the present invention;

[0065] Figure 8 Schematic diagram of the bottom view structure of the clamping bracket provided by the present invention;

[0066] Figure 9 Schematic diagram of the rear view structure of the flipping drive component provided by the present invention;

[0067] Figure 10 Schematic diagram of the left view structure of the guiding component provided by the present invention;

[0068] Figure 11 Schematic diagram of the structure of the lateral transmission mechanism provided by the present invention;

[0069] Figure 12 Schematic diagram of the structure of the limiting component provided by the present invention;

[0070] Figure 13 Schematic diagram of the structure of the transmission component provided by the present invention;

[0071] Figure 14 Schematic diagram of the connection structure between the tapping mechanism and the clamping mechanism provided by the present invention;

[0072] Figure 15 Schematic diagram of the structure of the tapping mechanism provided by the present invention;

[0073] Figure 16 Schematic diagram of the connection structure of the flipping rod provided by the present invention;

[0074] Figure 17 Schematic diagram of the disassembled structure of the clamping mechanism provided by the present invention;

[0075] Figure 18 Schematic diagram of the disassembled structure of the mounting component and the moving component provided by the present invention;

[0076] Figure 19 Schematic diagram of the disassembled structure of the clamping component provided by the present invention;

[0077] Figure 20 Schematic diagram of the disassembled structure of the modular seismic wallboard system provided by the present invention;

[0078] Figure 21 Schematic diagram of the structure of the lining component provided by the present invention;

[0079] Figure 22 Schematic diagram of the structure of the connection component provided by the present invention;

[0080] Figure 23Schematic diagram of the split structure of the shock absorption component and the energy absorption component provided by the present invention;

[0081] Figure 24 Schematic diagram of the energy absorption component provided by the present invention;

[0082] Figure 25 Schematic diagram of the shock absorption component provided by the present invention;

[0083] Figure 26 Schematic diagram of the bottom view of the outer lining component provided by the present invention.

[0084] In the figure:

[0085] Transfer table 1, installation mechanism 2, first lifting component 21, lifting bracket 211, screw 212, ceiling 213, lifting motor 214, movable component 22, movable plate 221, threaded block 222, lifting cylinder 223, V-shaped rod 224, clamping bracket 225, bidirectional screw 226, clamping rod 227, clamping motor 228, flipping drive component 23, movable box 231, groove 232, rotating motor 233, rotating gear 234, toothed belt 235, toothed rod 236, guiding component 24, guiding box body 241, guiding groove 242, follower gear 243, horizontal transfer mechanism 3, limiting component 31, limiting bracket 311, limiting plate 312, limiting groove 313, driving gear 314, driving motor 315, transfer component 32, conveyor 321, side toothed rod 322, discharging valve 323, tapping mechanism 4, second lifting component 41, flipping rod 42, flipping motor 43, tapping box 44, tapping motor 45, clamping mechanism 5, installation component 51, installation plate 511, moving groove 512, moving component 52, moving rod 521, hydraulic rod 522, clamping component 53, first placing plate 531, L-shaped block 532, gear 533, L-shaped toothed rod 534, second placing plate 535, sliding groove 536, modular seismic wallboard system 6, inner lining component 61, inner lining plate 611, abutting block 612, side groove 613, pressing groove 614, tapered block 615, connecting component 62, male and female blocks 621, inclined panel 622, retaining piece 623, shock absorption component 63, first shock absorption seat 631, shock absorption ball cone 632, second shock absorption seat 633, seat groove 634, first connecting rib 635, second connecting rib 636, third connecting rib 637, energy absorption component 64, cover plate 641, first inserting rib 642, second inserting rib 643, outer lining component 65, outer lining plate 651, pressing block 652, inclined block 653. Detailed implementation manners

[0086] In order to make the objectives, technical solutions and advantages of the present invention clearer, the following will further describe the implementation manners of the present invention in detail with reference to the accompanying drawings.

[0087] The present invention provides a modular anti-seismic wallboard system for high-speed railways, its manufacturing equipment and process. Please refer to Figure 1 - Figure 26 , including a transfer table 1, a mounting mechanism 2, a lateral transfer mechanism 3, a tapping mechanism 4, a clamping mechanism 5 and a modular anti-seismic wallboard system 6;

[0088] The transfer table 1 is placed on the ground, and the transfer table 1 is used to transport the components of the modular anti-seismic wallboard system 6.

[0089] The installation mechanism 2 is arranged at the rear end of the transfer table 1. The installation mechanism 2 is used for installing the internal components of the modular seismic wall panel system 6. The installation mechanism 2 includes: a first lifting component 21, a lifting bracket 211, a screw rod 212, a ceiling 213, a lifting motor 214, a movable component 22, a movable plate 221, a threaded block 222, a lifting cylinder 223, a V-shaped rod 224, a clamping bracket 225, a bidirectional screw rod 226, a clamping rod 227, a clamping motor 228, a flipping drive component 23, a movable box 231, a groove 232, a rotating motor 233, a rotating gear 234, a toothed belt 235, a toothed rod 236, a guiding component 24, a guiding box body 241, a guiding groove 242 and a follower gear 243. The first lifting component 21 is arranged at the rear end of the transfer table 1. The first lifting component 21 can drive the movable component 22 to lift. The lifting bracket 211 is installed at the rear end of the transfer table 1. The screw rod 212 is rotatably connected to the inner periphery of the lifting bracket 211. There are four groups of screw rods 212. The four groups of screw rods 212 are connected to each other through sprockets and chains. The ceiling 213 is installed at the top of the lifting bracket 211. One end of the top of the ceiling 213 is installed with a lifting motor 214. The output end of the lifting motor 214 is connected to the top port of a group of screw rods 212. Through the drive of the lifting motor 214, the four groups of screw rods 212 can be driven to rotate simultaneously. The movable component 22 is connected between the interiors of the first lifting component 21. The movable component 22 can clamp and install and place the internal components of the modular seismic wall panel system 6. Threaded blocks 222 are provided at both ends of the movable plate 221. The interior of the threaded block 222 is threadedly connected to the outer wall of the screw rod 212. Through the rotation of the screw rod 212, the movable plate 221 can be driven to lift. The lifting cylinder 223 is installed at the top of the movable plate 221. The bottom of the lifting cylinder 223 is connected to the center of the top of the flipping drive component 23. Through the drive of the lifting cylinder 223, the flipping drive component 23 can be driven to lift. The middle ports of the V-shaped rods 224 are rotatably connected to both ends of the bottom of the movable plate 221. The upper side ports of the V-shaped rods 224 are rotatably connected to one side of the front end of the flipping drive component 23. The lower side ports of the V-shaped rods 224 are rotatably connected to the front end of the clamping bracket 225. Through the lifting of the flipping drive component 23, the clamping bracket 225 can be driven to position, facilitating the installation and placement of the internal components of the modular seismic wall panel system 6. The bidirectional screw rod 226 is rotatably connected to the interior of the clamping bracket 225. Two groups of clamping rods 227 are threadedly connected to both ends of the outer wall of the bidirectional screw rod 226. Through the rotation of the bidirectional screw rod 226, the two groups of clamping rods 227 can be driven to approach and move away from each other. The clamping motor 228 is installed at the front end of the clamping bracket 225. The output end of the clamping motor 228 is connected to the front side port of the bidirectional screw rod 226. Through the drive of the clamping motor 228, the bidirectional screw rod 226 can be driven to rotate. The front end of the clamping motor 228 is rotatably connected to the lower side port of the V-shaped rod 224. The lower end of the movable component 22 is connected to the flipping drive component 23.The top center of the movable box 231 is connected to the output end of the lifting cylinder 223. Grooves 232 are provided at the upper and lower ends inside the movable box 231. A rotary motor 233 is installed on the left side of the front end of the movable box 231. Two groups of rotary gears 234 are rotatably connected to both sides of the rear end of the movable box 231. The front side port of the left rotary gear 234 is connected to the output end of the rotary motor 233. Driven by the rotary motor 233, the rotary gear 234 can be driven to rotate. A toothed belt 235 is drivingly connected between the two groups of rotary gears 234. The inner wall of the toothed belt 235 is provided with tooth grooves. By meshing the tooth grooves with the outer walls of the two groups of rotary gears 234, the two groups of rotary gears 234 can drive the toothed belt 235 to transmit. A toothed rod 236 is provided at the lower end inside the toothed belt 235. The toothed rod 236 is installed at the upper end of the lower groove 232. The bottom of the toothed rod 236 is in contact with the lower side of the toothed belt 235. The guiding component 24 is connected inside the driving component 23. The guiding component 24 can be driven to flip and move by the moving component 22. When the guiding component 24 flips one week, it can be positioned at the next installation position, so that the internal components of the modular seismic wall panel system 6 can slide into the installation area through the guiding component 24. Follow-up gears 243 are provided at the front and rear ends of the guiding box body 241. The upper ends of the follow-up gears 243 are meshed and connected to the upper end inner wall of the toothed belt 235. The lower ends of the follow-up gears 243 are meshed and connected to the toothed rod 236. Driven by the toothed belt 235, the follow-up gears 243 can be driven to rotate and move along the track of the toothed rod 236, so that the follow-up gears 243 drive the guiding box body 241 to flip and move. Since the installation and positioning position of the modular seismic wall panel system 6 is determined by the number of teeth, when the guiding box body 241 flips one week, it can be accurately positioned at the next installation position, ensuring that the internal components of the modular seismic wall panel system 6 can be accurately installed. A guiding groove 242 is provided inside the guiding box body 241. By feeding materials into the guiding groove 242 through the horizontal transmission mechanism 3, the internal components of the modular seismic wall panel system 6 can smoothly slide into the installation position through the guiding groove 242, facilitating the installation of the internal components of the modular seismic wall panel system 6.,

[0090] The horizontal transmission mechanism 3 is connected between the interiors of the installation mechanism 2. The transmission mechanism 3 is used to transport and position the internal components of the modular seismic wallboard system 6. The horizontal transmission mechanism 3 includes: a limit component 31, a limit bracket 311, a limit plate 312, a limit groove 313, a driving gear 314, a driving motor 315, a transmission component 32, a conveyor 321, side tooth bars 322, and a discharging valve 323; the limit component 31 is installed at the right end of the installation mechanism 2. The limit component 31 can drive the transmission component 32 to move horizontally. The limit bracket 311 is installed at the right end of the installation mechanism 2. A limit plate 312 is installed at the top of the limit bracket 311. A limit groove 313 is provided at the lower end of the inner wall of the limit plate 312. Through the limit groove 313, the sliding of the transmission component 32 can be limited and guided. The driving gear 314 is rotatably connected to the left end of the inner wall of the limit plate 312. The driving motor 315 is installed on the left side of the front end of the limit plate 312. The output end of the driving motor 315 is connected to the driving gear 314. Through the drive of the driving motor 315, the driving gear 314 can be rotated, so that the driving gear 314 can drive the transmission component 32 to move horizontally. The transmission component 32 is connected between the limit components 31. The surface of the transmission component 32 can transport the internal components of the modular seismic wallboard system 6, and the internal components of the modular seismic wallboard system 6 can also be discharged one by one through the transmission component 32. Side tooth bars 322 are provided at both ends of the conveyor 321. The side tooth bars 322 are slidably connected inside the limit groove 313. The top of the side tooth bars 322 is meshed with the bottom of the driving gear 314. Through the rotation of the driving gear 314, the conveyor 321 can be driven to move horizontally. The discharging valve 323 is provided at the left end of the bottom of the conveyor 321. The discharging valve 323 is vertically opposite to the installation position of the shock absorption component 63, which is convenient for discharging the shock absorption component 63 one by one. Since a box body is provided at the upper left side of the conveyor 321, the belts of the conveyor are placed on both sides. The upper ends of the belts on both sides are in contact with the front and rear bottoms of the shock absorption component 63, driving the overall shock absorption component 63 and energy absorption component 64 to move into the box body. The discharging valve 323 provided at the bottom of the box body is a solenoid valve, which is remotely controlled by a controller. When the guiding box body 241 is flipped to the installation position, the corresponding discharging valve 323 at the upper end starts to discharge, so that the shock absorption component 63 and the energy absorption component 64 slide into the installation position through the guiding box body 241.

[0091] The tapping mechanism 4 is arranged at the front end of the transfer table 1. The tapping mechanism 4 is used for bolt-fixing the modular seismic wall panel system 6. The tapping mechanism 4 includes: a second lifting assembly 41, a turning rod 42, a turning motor 43, a tapping box 44 and a tapping motor 45. The second lifting assembly 41 is arranged at the front end of the transfer table 1. The structure of the second lifting assembly 41 is the same as that of the first lifting assembly 21. The left inner walls of the second lifting assembly 41 are rotatably connected to the turning rod 42. The other end of the turning rod 42 is connected to the front and rear ends of the tapping box 44. The lower end of the turning rod 42 is connected to the output end of the turning motor 43 through a chain and a sprocket. The turning motor 43 is installed at the lower end of the left inner wall of the second lifting assembly 41. Driven by the turning motor 43, the turning rod 42 can be driven to rotate, so that the turning rod 42 drives the tapping box 44 to turn. After turning, the tapping box 44 corresponds to the position to be tapped on the modular seismic wall panel system 6. A tapping motor 45 is installed at the center of the bottom of the tapping box 44. A number of groups of gears are arranged inside the tapping box 44. The gears are connected to each other through chains and sprockets. The output end of the tapping motor 45 is connected to the sprocket in the middle of the chain. By rotating the tapping motor 45, a number of groups of gears can be driven to rotate, so that the gears drive the magnetic attraction blocks at the top to rotate, and further the magnetic attraction blocks drive the bolts to rotate, so as to fix the modular seismic wall panel system 6 with the bolts.

[0092] The clamping mechanism 5 is connected between the interiors of the tapping mechanism 4. The tapping mechanism 4 is used to drive the clamping mechanism 5 to move up and down. The clamping mechanism 5 is used to horizontally pick up and lift and place the components of the modular seismic wall panel system 6. The clamping mechanism 5 includes: a mounting component 51, a mounting plate 511, a moving groove 512, a moving component 52, a moving rod 521, a hydraulic rod 522, a clamping component 53, a first placement plate 531, an L-shaped block 532, a gear 533, an L-shaped toothed rod 534, a second placement plate 535, and a sliding groove 536. The mounting component 51 is connected inside the second lifting component 41. Driven by the second lifting component 41, the mounting component 51 can be driven to move up and down. The four sides of the mounting plate 511 are threadedly connected to the interior of the second lifting component 41. Driven by the second lifting component 41, the mounting plate 511 can be driven to move up and down. A moving groove 512 is provided at the bottom of the mounting plate 511. The bottom of the mounting component 51 is slidably connected to the moving component 52. The moving rod 521 is slidably connected inside the moving groove 512. The top of the right end of the moving rod 521 is connected to the output end of the hydraulic rod 522. The hydraulic rod 522 is installed at both ends of the top of the mounting plate 511. Driven by the hydraulic rod 522, the moving rod 521 can be driven to slide along the moving groove 512. The bottom of the moving component 52 is connected to the clamping component 53. Driven by the moving component 52, the clamping component 53 can be driven to move horizontally, so that the clamping component 53 can clamp and pick up the laterally placed outer lining component 65, and return to the initial position through the moving component 52, and perform tapping and installation on the inner lining component 61 transmitted from the lower end. The two ends of the top of the first placement plate 531 are connected to the bottoms of the two moving rods 521. A motor is installed at the center of the top of the first placement plate 531. L-shaped blocks 532 are installed at the front and rear ends of the bottom of the first placement plate 531. The center of the bottom of the first placement plate 531 is rotatably connected to the top of the gear 533. The top port of the gear 533 is connected to the output end of the motor. The inner side of the L-shaped block 532 is slidably connected to the L-shaped toothed rod 534. The inner wall of the L-shaped toothed rod 534 is meshed with the outer wall of the gear 533. A second placement plate 535 is provided at the bottom of the L-shaped toothed rod 534. Sliding grooves 536 are provided at both ends of the second placement plate 535. The L-shaped toothed rod 534 is slidably connected inside the sliding grooves 536. The gear 533 and the L-shaped toothed rod 534 are placed between the first placement plate 531 and the second placement plate 535. Driven by the motor, the gear 533 can be driven to rotate, so that the gear 533 drives the two L-shaped toothed rods 534 to approach or move away from each other, and further enables the L-shaped toothed rod 534 to clamp and pick up the outer lining component 65.

[0093] The modular anti-seismic wallboard system 6 is installed at both ends of the high-speed rail carriage. The modular anti-seismic wallboard system 6 includes: an inner lining assembly 61, an inner lining plate 611, a resisting block 612, a side groove 613, a pressing groove 614, a tapered block 615, a connecting assembly 62, a male-female block 621, an inclined panel 622, a retaining piece 623, a shock-absorbing assembly 63, a first shock-absorbing seat 631, a shock-absorbing ball cone 632, a second shock-absorbing seat 633, a seat groove 634, a first connecting rib 635, a second connecting rib 636, a third connecting rib 637, an energy-absorbing assembly 64, a cover plate 641, a first inserting rib 642, a second inserting rib 643, an outer lining assembly 65, an outer lining plate 651, a pressing block 652 and an inclined block 653; The inner lining assembly 61 is placed at the rear end of the transfer table 1. The placement of the inner lining assembly 61 can be positioned by the buckle on the surface of the transfer table 1, and the inner lining assembly 61 can be transported forward. The inner lining plate 611 is placed on the surface of the transfer table 1. Resisting blocks 612 are provided at both the front end and the rear end of the inner lining plate 611. The inner lining plate 611 is installed at both ends of the high-speed rail carriage through the resisting blocks 612 at the upper and lower ends. The inner lining plate 611 is made of a frame and aluminum alloy and is filled with fireproof material inside. Side grooves 613 are provided at both ends of the outer wall of the inner lining plate 611. The side grooves 613 can be used to install the connecting assembly 62. Pressing grooves 614 are provided around the top of the inner lining plate 611. Tapered blocks 615 are provided around the inner surface of the inner lining plate 611. Connecting assemblies 62 are installed at both ends inside the inner lining assembly 61. The connecting assemblies 62 can be clamped and installed by the clamping rod 227. Two sets of modular anti-seismic wallboard systems 6 are connected through the connecting assemblies 62. The male-female blocks 621 are installed inside the side grooves 613. The male-female blocks 621 are provided in two sets. The outer wall of one set of male-female blocks 621 is solid, and the outer wall of the other set of male-female blocks 621 is grooved, which is convenient for installing another set of modular anti-seismic wallboard systems 6. The male-female blocks 621 can be clamped and installed by the clamping rod 227. An inclined panel 622 is provided on the inner surface of the male-female blocks 621. Retaining pieces 623 are provided at both the front and rear ends of the inclined panel 622. A shock-absorbing assembly 63 is installed on the inner surface of the inner lining assembly 61. The first shock-absorbing seat 631 is installed at the upper end of the tapered block 615. A shock-absorbing ball cone 632 is provided at the top of the first shock-absorbing seat 631. A second shock-absorbing seat 633 is provided at the upper end of the first shock-absorbing seat 631. The bottom of the second shock-absorbing seat 633 contacts the top of the shock-absorbing ball cone 632. Seat grooves 634 are provided at both the bottom of the first shock-absorbing seat 631 and the top of the second shock-absorbing seat 633. The tapered block 615 is inserted into the seat grooves 634, so as to install and place the first shock-absorbing seat 631 and the second shock-absorbing seat 633. First connecting ribs 635 are provided at the middle positions of both ends of the first shock-absorbing seat 631 and the second shock-absorbing seat 633. The first connecting ribs 635 connect the two ends of the first shock-absorbing seat 631 and the second shock-absorbing seat 633 through rubber ribs. Second connecting ribs 636 are provided at the middle positions on the upper sides of the front and rear ends of the first shock-absorbing seat 631 and the second shock-absorbing seat 633.A third connecting rib 637 is provided in the middle of the lower sides of the front and rear ends of the first shock-absorbing seat 631 and the second shock-absorbing seat 633. The second connecting rib 636 is connected to the second shock-absorbing seat 633 and the first connecting rib 635 through a rubber rib. The third connecting rib 637 is connected to the first shock-absorbing seat 631 and the first connecting rib 635 through a rubber rib. And each group of the first connecting rib 635, the second connecting rib 636 and the third connecting rib 637 is in contact with another group of the first connecting rib 635, the second connecting rib 636 and the third connecting rib 637. The shock-absorbing components 63 are connected in an interpenetrating manner through the energy-absorbing components 64. The cover plates 641 are installed at the front and rear ends inside the inner lining plate 611. A first interpenetrating rib 642 and a second interpenetrating rib 643 are connected between the two groups of cover plates 641. The first interpenetrating rib 642 penetrates through the gap between the first connecting rib 635, the second connecting rib 636 and the third connecting rib 637. The second interpenetrating rib 643 penetrates through the gap between the second connecting rib 636 and the third connecting rib 637. Both the first interpenetrating rib 642 and the second interpenetrating rib 643 are made of rubber. When the outer lining component 65 is impacted, the outer lining component 65 transmits the excess impact force to the shock-absorbing component 63 and the energy-absorbing component 64. Through the mutual extrusion and cooperation between the shock-absorbing components 63, the first interpenetrating rib 642 and the second interpenetrating rib 643 of the energy-absorbing component 64 are in contact with each other, dispersing and absorbing the impact force, and finally transmitting the remaining force to the inner lining component 61, thereby achieving the effect of impact force dispersion and buffering. The outer lining component 65 is installed on the top of the inner lining component 61. The inner lining component 61 and the outer lining component 65 are fixed by bolts. The outer lining plate 651 is installed on the top of the inner lining plate 611. The outer lining plate 651 can be clamped and taken by the clamping mechanism 5 and installed and placed. At the same time, through the tapping mechanism 4, the outer lining plate 651 can be threadedly fixed to the inner lining component 61. Pressing blocks 652 are provided around the bottom of the outer lining plate 651. The pressing blocks 652 are inserted into the inside of the pressing grooves 614. Oblique blocks 653 are provided at both ends of the bottom of the outer lining plate 651. The oblique blocks 653 are slidably connected to the retaining pieces 623. The outer side surfaces of the oblique blocks 653 are in contact with the inner side surfaces of the inclined panels 622. When the outer lining plate 651 is impacted, the outer lining plate 651 will drive the oblique blocks 653 to move slightly downward, so that the oblique blocks 653 squeeze the inclined panels 622, and then the male and female blocks 621 are extruded outward. Since the modular anti-seismic wallboard systems 6 are spliced with each other through the male and female blocks 621, when the male and female blocks 621 are mutually extruded, the two groups of modular anti-seismic wallboard systems 6 can be made more closely fitted, so that the impacted modular anti-seismic wallboard system 6 transmits the force to the modular anti-seismic wallboard systems 6 connected at both ends, thereby dispersing the impact force and reducing the damage to the modular anti-seismic wallboard systems 6 caused by the impact force. At the same time, since the connection positions of the two groups of modular anti-seismic wallboard systems 6 are mutually extruded, it can prevent the modular anti-seismic wallboard systems 6 from falling off after being impacted.

[0094] In specific use, those skilled in the art combine the frame and the aluminum alloy and fill fireproof materials inside to obtain the inner lining plate 611 and the outer lining plate 651. Through the injection molding mechanism, model injection molding is carried out to obtain the shock absorption component 63 and the energy absorption component 64, and the energy absorption component 64 is installed with the shock absorption component 63. At this time, the inner lining plate 611 is placed on the surface of the transfer table 1, limited by a buckle on the surface of the transfer table 1. By starting the lifting cylinder 223, the clamping rod 227 is turned outwards, and the connecting component 62 is placed between the two clamping rods 227 for clamping. At the same time, the energy absorption component 64 and the shock absorption component 63 are placed on the surface of the transverse transfer mechanism 3 for transfer. When assembling, through the cooperation of the lifting cylinder 223 and the first lifting component 21, the connecting component 62 is first installed inside the side groove 613, and then by starting the driving motor 315, the conveyor 321 is moved to the upper end of the guiding component 24, so that the leftmost end of the discharging valve 323 is vertically placed in the initial state of the guiding component 24, thus completing the positioning operation. By starting the discharging valve 323, the shock absorption component 63 and the energy absorption component 64 are slid into the inside of the guiding component 24, and the shock absorption component 63 and the energy absorption component 64 are installed at the conical block 615 through the guiding component 24, so that the shock absorption component 63 is connected to the conical block 615. By starting the rotating motor 233, the guiding component 24 is driven to turn one week, move to the top of the next conical block 615, and repeat the installation steps, so that several groups of shock absorption components 63 and energy absorption components 64 are placed inside the inner lining plate 611. After the installation of the shock absorption component 63 and the energy absorption component 64 is completed, the movable component 22 and the transverse transfer mechanism 3 are restored to the initial position, and the inner lining plate 611 is moved to the top of the clamping mechanism 5 through the transfer table 1. At this time, the clamping mechanism 5 moves horizontally to clamp and take the outer lining plate 651 placed outside, and drives the outer lining plate 651 to move to the top of the inner lining plate 611. Through the cooperation with the second lifting component 41, the outer lining plate 651 is placed on the top of the inner lining plate 611, so that the inner lining plate 611 and the outer lining plate 651 are connected through the pressing groove 614 and the pressing block 652. By placing several bolts at the rotating port of the tapping mechanism 4, magnetic adsorption is carried out by the tapping mechanism 4, and the tapping mechanism 4 is started to turn the tapping mechanism 4 over, so that the bolts contact the top of the outer lining plate 651, and the tapping motor 45 is started to bolt-fix the outer lining plate 651 and the inner lining plate 611, thus completing the installation of a set of modular seismic wallboard system 6.

[0095] Although the present invention has been described above with reference to the embodiments, various modifications can be made thereto and components thereof can be replaced with equivalents without departing from the scope of the present invention. In particular, as long as there is no structural conflict, the features in the embodiments disclosed in the present invention can be combined with each other in any way, and the exhaustive description of these combinations is not given in this specification only for the sake of saving space and resources. Therefore, the present invention is not limited to the specific embodiments disclosed herein, but includes all technical solutions falling within the scope of the claims.

Claims

1. A manufacturing device for a modular seismic wall panel system for high-speed railway, comprising: The transmission station (1) is characterized by: The modular earthquake-resistant wall panel system (6) is installed at both ends of a high-speed rail carriage. A transmission platform (1) is placed on the ground. The transmission platform (1) is used to transport components of the modular earthquake-resistant wall panel system (6). A mounting mechanism (2) is provided at the rear end of the transmission platform (1). The mounting mechanism (2) is used to install internal components of the modular earthquake-resistant wall panel system (6). A lateral transmission mechanism (3) is connected to the interior of the mounting mechanism (2). The transmission mechanism (3) is used to transport and position the internal components of the modular earthquake-resistant wall panel system (6). A tapping mechanism (4) is provided at the front end of the transmission platform (1). The tapping mechanism (4) is used to bolt the modular earthquake-resistant wall panel system (6). A clamping mechanism (5) is connected to the interior of the tapping mechanism (4). The tapping mechanism (4) is used to lift and lower the clamping mechanism (5). The clamping mechanism (5) is used to horizontally take and lift the components of the modular earthquake-resistant wall panel system (6).

2. The manufacturing equipment of modular earthquake-resistant wall panel system for high-speed railway according to claim 1, characterized in that: The mounting mechanism (2) comprises: a first lifting component (21); The first lifting component (21) is arranged at the rear end of the transmission platform (1); a movable component (22) is connected inside the first lifting component (21); a flip driving component (23) is connected at the lower end of the movable component (22); and a guide component (24) is connected inside the driving component (23).

3. The manufacturing equipment of modular earthquake-resistant wall panel system for high-speed railway according to claim 2, characterized in that: The first lifting component (21) comprises: a lifting bracket (211); The lifting bracket (211) is installed at the rear end of the transmission platform (1), the lifting bracket (211) is connected to the screw rod (212) by rotation around the inside, the top of the lifting bracket (211) is installed with a ceiling (213), and a lifting motor (214) is installed at one end of the top of the ceiling (213), and the output end of the lifting motor (214) is connected to the top port of a group of screw rods (212); The movable component (22) comprises: a movable plate (221); The two ends of the movable plate (221) are provided with threaded blocks (222), the interior of the threaded blocks (222) is threadedly connected to the outer wall of the screw rod (212), a lifting cylinder (223) is installed on the top of the movable plate (221), the bottom of the lifting cylinder (223) is connected to the top center of the flip driving assembly (23), the two ends of the bottom of the movable plate (221) are rotatably connected to the middle port of the V-shaped rod (224), and the upper side port of the V-shaped rod (224) is rotatably connected to the front end side of the flip driving assembly (23). The lower side port of the V-shaped rod (224) is rotatably connected to the front end of the clamping frame (225), the interior of the clamping frame (225) is rotatably connected to the bidirectional screw rod (226), the two ends of the outer wall of the bidirectional screw rod (226) are threadedly connected to two groups of clamping rods (227), the front end of the clamping frame (225) is equipped with a clamping motor (228), the output end of the clamping motor (228) is connected to the front side port of the bidirectional screw rod (226), and the front end of the clamping motor (228) is rotatably connected to the lower side port of the V-shaped rod (224); The flip driving assembly (23) comprises: a movable box (231); The top center of the movable box (231) is connected to the output end of the lifting cylinder (223), the upper and lower ends of the movable box (231) are provided with grooves (232), the left side of the front end of the movable box (231) is installed with a rotating motor (233), the two sides of the rear end of the movable box (231) are rotatably connected with two groups of rotating gears (234), the front side port of the left end rotating gear (234) is connected to the output end of the rotating motor (233), the two groups of rotating gears (234) are connected with a toothed belt (235) for transmission, the lower end of the toothed belt (235) is provided with a gear rod (236), the gear rod (236) is installed at the upper end of the lower end groove (232), and the bottom of the gear rod (236) is in contact with the lower side of the toothed belt (235); The guide assembly (24) comprises: a guide box (241); A follower gear (243) is provided at the front and rear ends of the guide box (241); the upper end of the follower gear (243) is meshedly connected with the upper end of the inner wall of the toothed belt (235); the lower end of the follower gear (243) is meshedly connected with the gear rod (236); and a guide groove (242) is provided inside the guide box (241).

4. The manufacturing equipment of modular earthquake-resistant wall panel system for high-speed railway according to claim 1, characterized in that: The lateral transmission mechanism (3) comprises: a limiting component (31); The limiting assembly (31) is installed at the right end of the mounting mechanism (2), and the transmission assembly (32) is connected between the limiting assembly (31); The position limiting component (31) comprises: a position limiting bracket (311); The limiting bracket (311) is installed at the right end of the mounting mechanism (2), a limiting plate (312) is installed on the top of the limiting bracket (311), a limiting groove (313) is provided at the lower end of the inner wall of the limiting plate (312), the left end of the inner wall of the limiting plate (312) is rotatably connected to the driving gear (314), a driving motor (315) is installed on the left side of the front end of the limiting plate (312), and the output end of the driving motor (315) is connected to the driving gear (314); The transmission component (32) comprises: a transmission machine (321); Side gear rods (322) are provided at both ends of the conveyor (321), the side gear rods (322) are slidably connected to the inside of the limiting groove (313), the top of the side gear rod (322) is meshedly connected with the bottom of the driving gear (314), and a discharge valve (323) is provided at the bottom left end of the conveyor (321).

5. The manufacturing equipment of modular earthquake-resistant wall panel system for high-speed railway according to claim 1, characterized in that: The tapping mechanism (4) comprises: a second lifting assembly (41) The second lifting assembly (41) is arranged at the front end of the transmission platform (1); the left inner wall of the second lifting assembly (41) is rotatably connected to the flip rod (42); the other end of the flip rod (42) is connected to the front and rear ends of the tapping box (44); the lower end of the flip rod (42) is connected to the output end of the flip motor (43) through a chain and a sprocket; the flip motor (43) is installed at the lower end of the left inner wall of the second lifting assembly (41); and a tapping motor (45) is installed at the bottom center of the tapping box (44).

6. The manufacturing equipment of modular earthquake-resistant wall panel system for high-speed railway according to claim 1, characterized in that: The clamping mechanism (5) comprises: a mounting assembly (51); The mounting assembly (51) is connected inside the second lifting assembly (41), the bottom of the mounting assembly (51) is slidably connected to the moving assembly (52), and the bottom of the moving assembly (52) is connected to the clamping assembly (53); The mounting assembly (51) comprises: a mounting plate (511); The four sides of the mounting plate (511) are connected to the internal threads of the second lifting assembly (41), and the bottom of the mounting plate (511) is provided with a moving groove (512); The moving assembly (52) comprises: a moving rod (521); The moving rod (521) is slidably connected inside the moving groove (512), and the top of the right end of the moving rod (521) is connected to the output end of the hydraulic rod (522), and the hydraulic rod (522) is installed at both ends of the top of the mounting plate (511); The clamping assembly (53) comprises: a first placement plate (531); The top ends of the first placement plate (531) are connected to the bottoms of the two groups of moving rods (521), a motor is installed at the top center of the first placement plate (531), L-shaped blocks (532) are installed at the front and rear ends of the bottom of the first placement plate (531), the bottom center of the first placement plate (531) is rotatably connected to the top of the gear (533), the top port of the gear (533) is connected to the output end of the motor, an L-shaped gear rod (534) is slidably connected to the inner side of the L-shaped block (532), the inner wall of the L-shaped gear rod (534) is meshedly connected to the outer wall of the gear (533), a second placement plate (535) is provided at the bottom of the L-shaped gear rod (534), and sliding grooves (536) are provided at both ends of the second placement plate (535), and the L-shaped gear rod (534) is slidably connected inside the sliding groove (536).

7. A modular seismic wall panel system for high-speed railway, characterized in that: include: The modular seismic resistant wall panel system (6) as claimed in claim 1.

8. The modular seismic wall panel system for high-speed railway according to claim 7, characterized in that: The modular earthquake-resistant wall panel system (6) comprises: a lining assembly (61); The lining component (61) is placed at the rear end of the transmission platform 1, and connecting components (62) are installed at both ends of the interior of the lining component (61), and shock absorbing components (63) are installed on the inner surface of the lining component (61). The shock absorbing components (63) are connected through energy absorbing components (64), and an outer lining component (65) is installed on the top of the lining component (61).

9. A modular seismic wall panel system for high-speed railway according to claim 8, characterized in that: The lining assembly (61) comprises: a lining plate (611); The inner lining plate (611) is placed on the surface of the transmission platform 1, and the front and rear ends of the inner lining plate (611) are provided with abutment blocks (612), the two ends of the outer wall of the inner lining plate (611) are provided with side grooves (613), the top of the inner lining plate (611) is provided with pressing grooves (614), and the inner surface of the inner lining plate (611) is provided with conical blocks (615) around. The connection assembly (62) comprises: a male and female block (621); The male and female blocks (621) are installed inside the side groove (613), the inner surface of the male and female blocks (621) is provided with an inclined panel (622), and the front and rear ends of the inclined panel (622) are provided with blocking pieces (623); The shock absorbing assembly (63) comprises: a first shock absorbing seat (631); The first shock absorbing seat (631) is installed at the upper end of the conical block (615); a shock absorbing ball cone (632) is provided at the top of the first shock absorbing seat (631); a second shock absorbing seat (633) is provided at the upper end of the first shock absorbing seat (631); the bottom of the second shock absorbing seat (633) contacts the top of the shock absorbing ball cone (632); a seat groove (634) is provided at the bottom of the first shock absorbing seat (631) and the top of the second shock absorbing seat (633); a first connecting rib (635) is provided at the middle position of both ends of the first shock absorbing seat (631) and the second shock absorbing seat (633); a second connecting rib (636) is provided at the middle of the upper side of the front and rear ends of the first shock absorbing seat (631) and the second shock absorbing seat (633); and a third connecting rib (637) is provided at the middle of the lower side of the front and rear ends of the first shock absorbing seat (631) and the second shock absorbing seat (633); The energy absorbing component (64) comprises: a cover plate (641); The cover plate (641) is installed at the front end and the rear end of the inner lining plate (611), and a first interpenetrating rib (642) and a second interpenetrating rib (643) are connected between the two sets of cover plates (641). The first interpenetrating rib (642) passes through the gap between the first connecting rib (635) and the second connecting rib (636) and the third connecting rib (637), and the second interpenetrating rib (643) passes through the gap between the second connecting rib (636) and the third connecting rib (637); The outer lining assembly (65) comprises: an outer lining plate (651); The outer lining plate (651) is installed on the top of the inner lining plate (611), and pressing blocks (652) are provided around the bottom of the outer lining plate (651). The pressing blocks (652) are inserted into the inside of the pressing groove (614). Inclined blocks (653) are provided at both ends of the bottom of the outer lining plate (651). The inclined blocks (653) are slidably connected to the blocking plate (623), and the outer side surface of the inclined block (653) contacts the inner side surface of the inclined panel (622).

10. A manufacturing process of a modular seismic wall panel system for high-speed railway using any one of claims 1 to 9, characterized in that: The steps include: S1: The frame and the aluminum alloy are combined and the fireproof material is filled inside to obtain an inner lining plate (611) and an outer lining plate (651), and a mold is injection molded by an injection molding mechanism to obtain a shock absorbing component (63) and an energy absorbing component (64), and the energy absorbing component (64) is installed with the shock absorbing component (63); S2: placing the inner lining plate (611) on the surface of the transmission platform (1), limiting it on the surface of the transmission platform (1) by means of a buckle, starting the lifting cylinder (223), turning the clamping rod (227) outward, placing the connecting assembly (62) between the two sets of clamping rods (227) for clamping, and placing the energy absorbing assembly (64) and the shock absorbing assembly (63) on the surface of the lateral transmission mechanism (3) for transmission; S3: When assembling, the lifting cylinder (223) cooperates with the first lifting assembly (21), and the connecting assembly (62) is installed inside the side groove (613). Then, by starting the driving motor (315), the conveyor (321) is moved to the upper end of the guide assembly (24), so that the leftmost end of the discharge valve (323) is placed vertically with the initial state of the guide assembly (24), thereby completing the positioning operation. By starting the discharge valve (323), the shock absorbing assembly (63) and the energy absorbing assembly (613) are moved to the upper end of the guide assembly (24). 4) Slide into the interior of the guide assembly (24), and install the shock absorbing assembly (63) and the energy absorbing assembly (64) to the conical block (615) through the guide assembly (24), so that the shock absorbing assembly (63) is connected to the conical block (615), and the guide assembly (24) is driven to turn over one circle by starting the rotating motor (233), and moved to the top of the next group of conical blocks (615), and the installation steps are repeated, so that several groups of shock absorbing assemblies (63) and energy absorbing assemblies (64) are placed inside the inner lining plate (611); S4: The inner lining plate (611) is moved to the top of the clamping mechanism (5) through the transmission platform (1). At this time, the clamping mechanism (5) moves horizontally to clamp and pick up the outer lining plate (651) placed on the outside, and drives the outer lining plate (651) to move to the top of the inner lining plate (611). By cooperating with the second lifting assembly (41), the outer lining plate (651) is placed on the top of the inner lining plate (611), so that the inner lining plate (611) and the outer lining plate (651) are connected through the pressing groove (614) and the pressing block (652); S5: By placing a number of bolts at the rotating port of the tapping mechanism (4), the tapping mechanism (4) is magnetically adsorbed, and the tapping mechanism (4) is started, the tapping mechanism (4) is turned over so that the bolts contact the top of the outer lining plate (651), and the tapping motor (45) is started to bolt the outer lining plate (651) and the inner lining plate (611), thereby completing the installation of a set of modular seismic wall panel systems (6).

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