Laying system for railway engineering operation

Abstract

The invention discloses a laying system for railway engineering operation, relates to the field of railway engineering operation, and adopts the technical scheme that the laying system comprises a railway engineering operation system, and the output end of the railway engineering operation system is connected with a railway construction line planning system; the output end of the railway construction line planning system is connected with a railway engineering line obstacle removing system, the output end of the railway engineering line obstacle removing system is connected with a railway construction track foundation laying system, and the output end of the railway construction track foundation laying system is connected with a railway engineering track line isolation equipment installation system. The device has the beneficial effects that the operation efficiency of railway construction is greatly improved, meanwhile, the device adopts the telescopic mechanism to carry out telescopic control on the isolation equipment, and meanwhile, in the working process of the telescopic mechanism, the stabilizing mechanism can be controlled, so that the stabilizing mechanism carries out supporting treatment on the whole isolation equipment; and the overall stability is higher.

Description

Technical Field

[0001] The invention relates to the field of railway engineering operations, and in particular to a laying system used for railway engineering operations. Background Art

[0002] The various civil engineering facilities on the railway also refer to the technologies used in various stages of railway construction (survey and design, construction, maintenance, and reconstruction). Railway engineering originally included civil engineering (tracks, roadbeds, bridges, tunnels, stations), machinery (locomotives, vehicles), and signaling projects related to railways. With the development of construction and the further division of labor in technology, some of these projects have gradually become independent disciplines, such as locomotive engineering, vehicle engineering, and signaling engineering; other projects have gradually been incorporated into their own disciplines, such as bridge engineering and tunnel engineering. The term railway engineering now refers only to: railway line selection, railway tracks, roadbeds, railway stations and hubs in a narrow sense. Although station design has been included in the "transportation" major in relevant colleges in China and the Soviet Union, it is still included in "railway engineering" in Europe and the United States. Station design is knowledge that both transportation and engineering professionals need to have, and station engineering is an important part of railway engineering.

[0003] In the existing railway engineering operations, the track laying steps need to be carried out in sections, and isolation equipment needs to be installed at the same time. However, the existing isolation equipment has poor stability and may be blown down in strong winds, thereby affecting the effect of railway isolation. Summary of the invention

[0004] To this end, the present invention provides a laying system for railway engineering operations, which controls the laying process of railway engineering operations through the railway engineering operation system to perform multi-step work, thereby making the railway laying more efficient. In addition, the device adopts high-stability isolation equipment, which is convenient for users to operate and also makes the overall stability higher, so as to solve the problem that the existing isolation equipment has poor stability and may be blown down in strong winds, thereby affecting the effect of railway isolation.

[0005] In order to achieve the above-mentioned object, the present invention provides the following technical solutions: a laying system for railway engineering operation, comprising:

[0006] A railway engineering operation system, wherein the output end of the railway engineering operation system is connected to a railway construction line planning system, the output end of the railway construction line planning system is connected to an obstacle removal system along the railway engineering line, the output end of the obstacle removal system along the railway engineering line is connected to a railway construction track foundation laying system, the output end of the railway construction track foundation laying system is connected to an isolation equipment installation system along the railway engineering track, the output end of the isolation equipment installation system along the railway engineering track is connected to a railway engineering rail segmentation laying system, and the output end of the railway engineering rail segmentation laying system is connected to a railway construction rail working experiment system.

[0007] Preferably, the railway construction route planning system includes a railway track line city positioning system, and the railway construction route planning system also includes a railway track line planning road information analysis system and a railway track line information map comparison system.

[0008] Preferably, the obstacle removal system along the railway engineering line includes a building demolition system along the railway engineering line, and the obstacle removal system along the railway engineering line also includes a vegetation clearing system along the railway engineering line and a tunnel penetration system along the railway engineering line.

[0009] Preferably, the railway construction track foundation laying system includes a railway track foundation material stacking system, and the railway construction track foundation laying system also includes a railway working foundation compacting system and a railway engineering foundation leveling system.

[0010] Preferably, the railway construction rail working test system includes a rail detection system for empty train running, and the railway construction rail working test system also includes a rail detection system for loaded train running and a foundation deformation detection system during running.

[0011] Preferably, the railway engineering track isolation equipment installation system also includes

[0012] A base, wherein the base is set as a rectangular parallelepiped structure, and two support frames are fixedly connected to the top of the base, and telescopic mechanisms are provided inside the two support frames, and stabilizing mechanisms are provided outside the two support frames;

[0013] The telescopic mechanism includes a first rotating shaft, which is embedded in one of the supporting frames. A cavity is opened in the base. The bottom end of the first rotating shaft extends into the cavity. A second rotating shaft is embedded in the cavity. The top end of the second rotating shaft extends into the other supporting frame. The first rotating shaft and the second rotating shaft are respectively movably connected to the base and the supporting frame through rolling bearings. A knob is fixedly connected to the top end of the first rotating shaft.

[0014] Preferably, a first threaded rod is embedded in the two support frames, and the two first threaded rods are fixedly sleeved on the outside of the first rotating shaft and the second rotating shaft respectively, and a first sleeve is sleeved on the outside of the two first threaded rods. A lifting rod is provided between the two support frames, and the lifting rod is fixedly connected between the two first sleeves.

[0015] Preferably, a movable groove is opened inside the base, a movable rod is embedded in the movable groove, an isolation plate is sleeved on the outside of the movable rod, the top of the isolation plate is fixedly connected to the bottom of the lifting rod, connecting pipes are fixedly connected to the inner walls on both sides of the movable groove, and volute springs are fixedly embedded on the inner sides of the two connecting pipes, and the two volute springs are fixedly sleeved on the outsides of the two ends of the movable rod.

[0016] Preferably, the stabilizing mechanism comprises a plurality of rotating rods, which are respectively arranged on the outside of the two supporting frames, and transmission wheels are fixedly sleeved on the outside of the plurality of rotating rods, and conveyor belts are provided on the outside of the two supporting frames, and the two conveyor belts are respectively fixedly sleeved on the outside of the plurality of transmission wheels, and moving blocks are fixedly connected to the inside of the two conveyor belts, and the two moving blocks are respectively fixedly connected to the outside of the two first sleeves, and two second threaded rods are provided on both sides of the base, and the plurality of second threaded rods are respectively fixedly connected to the front and rear ends of two of the rotating rods, and second sleeves are sleeved on the outside of the plurality of second threaded rods, and the bottom ends of the plurality of second sleeves are fixedly connected to stabilizing blocks.

[0017] Preferably,

[0018] S1: The railway construction line planning system is controlled by the railway engineering operation system to plan the railway line to be constructed. After the planning is completed, the obstacles on the planned railway line are removed by the obstacle removal system along the railway engineering line. After the removal is completed, the railway construction track foundation laying system lays the track foundation for the line after the removal. After the foundation is laid, the isolation equipment of the railway line to be used is installed by the isolation equipment installation system along the railway engineering track. After the isolation equipment is installed, the rail section laying system of the railway engineering rail is used to lay the rails in sections. After the rail laying is completed, the rail working conditions in the railway construction are tested and recorded by the railway construction rail working test system.

[0019] S2: The railway construction line planning system controls the city positioning system on the railway track line to locate and connect the cities along the railway, and then analyzes the planned road information through the railway track line planning road information analysis system. After the analysis is completed, the planned line information is compared with the railway track line information map comparison system. The obstacle removal system along the railway engineering line controls the building demolition system along the railway engineering line to demolish the buildings along the railway, and then the vegetation clearing system along the railway engineering line clears the vegetation along the railway, and finally the tunnel penetration system along the railway engineering line penetrates the location where the tunnel needs to be opened;

[0020] S3: The railway construction track foundation laying system controls the railway track foundation material accumulation system to accumulate and lay the foundation materials, and then the railway working foundation compaction system compacts the laid foundation materials, and finally the railway engineering foundation leveling system level the compacted foundation;

[0021] S4: After the track is laid, the railway construction track working test system controls the empty train to pass through the track, and the track detection system controls the empty train to pass through the track. Then the loaded train is controlled by the track detection system to pass through the track. Finally, the foundation deformation detection system during the driving process is used to detect the foundation deformation caused by the passing of both sides.

[0022] The beneficial effects of the present invention are:

[0023] The laying process of railway engineering operations is controlled by the railway engineering operation system to perform multi-step work, thereby making the railway laying more efficient. In addition, the device adopts high-stability isolation equipment, which is convenient for users to operate and also makes the overall stability higher, so as to solve the problem that the existing isolation equipment has poor stability and may be blown down in strong winds, thereby affecting the effect of railway isolation. The present invention greatly improves the operation efficiency of railway construction. At the same time, the device adopts a telescopic mechanism to control the telescopic isolation equipment. At the same time, during the operation of the telescopic mechanism, the stabilizing mechanism can also be controlled so that the stabilizing mechanism supports the overall isolation equipment, making the overall stability higher and preventing the isolation mechanism from being blown down in strong winds. BRIEF DESCRIPTION OF THE DRAWINGS

[0024] In order to more clearly illustrate the implementation methods of the present invention or the technical solutions in the prior art, the following briefly introduces the drawings required for the implementation methods or the description of the prior art. Obviously, the drawings described below are only exemplary, and for ordinary technicians in this field, other implementation drawings can be derived from the provided drawings without creative work.

[0025] The structures, proportions, sizes, etc. illustrated in this specification are only used to match the contents disclosed in the specification so as to facilitate understanding and reading by persons familiar with the technology. They are not used to limit the conditions under which the present invention can be implemented, and therefore have no substantial technical significance. Any structural modification, change in proportion or adjustment of size, without affecting the effects and purposes that can be achieved by the present invention, should still fall within the scope of the technical contents disclosed by the present invention.

[0026] Figure 1 A schematic diagram of the overall system structure provided by the present invention;

[0027] Figure 2 A schematic diagram of the structure of the railway construction route planning system provided by the present invention;

[0028] Figure 3 A schematic diagram of the structure of the obstacle removal system along the railway engineering line provided by the present invention;

[0029] Figure 4 A schematic diagram of the structure of the railway construction track foundation laying system provided by the present invention;

[0030] Figure 5 A schematic diagram of the structure of the railway construction rail working experimental system provided by the present invention;

[0031] Figure 6 A schematic diagram of the overall structure of the isolation equipment installation system along the railway track provided by the present invention;

[0032] Figure 7 The present invention provides Figure 2 Front view, sectional view;

[0033] Figure 8 The present invention provides Figure 2 A in the enlarged view;

[0034] Fig. 9 The present invention provides Figure 2 A in the enlarged view;

[0035] Fig.10 A schematic diagram of the three-dimensional structure of the isolation plate provided by the present invention;

[0036] Fig.11 A schematic diagram of the local structure of the stabilizing mechanism provided by the present invention;

[0037] In the figure: 1 railway engineering operation system, 2 railway construction line planning system, 3 railway engineering line obstacle removal system, 4 railway construction track foundation laying system, 5 railway engineering track isolation equipment installation system, 6 railway engineering rail segment laying system, 7 railway construction rail working experiment system, 8 railway track line city positioning system, 9 railway track line planning road information analysis system, 10 railway track line information map comparison system, 11 railway engineering line building demolition system, 12 railway engineering line vegetation clearing system, 13 railway engineering line tunnel penetration system, 14 railway track foundation material Stacking system, 15 railway working foundation compaction system, 16 railway engineering foundation leveling system, 17 empty train running rail detection system, 18 loaded train running rail detection system, 19 running process foundation deformation detection system, 20 base, 21 support frame, 22 first rotating shaft, 23 second rotating shaft, 24 knob, 25 first sprocket, 26 second sprocket, 27 chain, 28 first threaded rod, 29 first sleeve, 30 lifting rod, 31 movable rod, 32 isolation plate, 33 connecting pipe, 34 scroll spring, 35 rotating rod, 36 transmission wheel, 37 conveyor belt, 38 moving block, 39 second threaded rod, 40 second sleeve, 41 stabilizing block. DETAILED DESCRIPTION

[0038] The preferred embodiments of the present invention are described below in conjunction with the accompanying drawings. It should be understood that the preferred embodiments described herein are only used to illustrate and explain the present invention, and are not used to limit the present invention.

[0039] See attached Figure 1 -Attached Fig.11 The present invention provides a laying system for railway engineering operations, comprising:

[0040] Railway engineering operation system 1, the output end of railway engineering operation system 1 is connected to railway construction line planning system 2, the output end of railway construction line planning system 2 is connected to railway engineering line obstacle removal system 3, the output end of railway engineering line obstacle removal system 3 is connected to railway construction track foundation laying system 4, the output end of railway construction track foundation laying system 4 is connected to railway engineering track isolation equipment installation system 5, the output end of railway engineering track isolation equipment installation system 5 is connected to railway engineering rail segmentation laying system 6, the output end of railway engineering rail segmentation laying system 6 is connected to railway construction rail working experiment system 7;

[0041] In this implementation scheme, the railway construction line planning system 2 is controlled by the railway engineering operation system 1 to plan the railway line to be constructed. After the planning is completed, the obstacles on the planned railway line are removed by the railway engineering line obstacle removal system 3. After the removal is completed, the railway construction track foundation laying system 4 lays the track foundation for the cleared line. After the foundation is laid, the isolation equipment for the railway line to be used is installed by the railway engineering track isolation equipment installation system 5. After the isolation equipment is installed, the rails are laid in sections by the railway engineering rail section laying system 6. After the rail laying is completed, the rail construction rail working test system 7 is used to test and record the working conditions of the rails in the railway construction.

[0042] Among them, in order to achieve the purpose of railway laying, the device is implemented by the following technical solutions: the railway construction line planning system 2 includes a railway track line city positioning system 8, the railway construction line planning system 2 also includes a railway track line planning road information analysis system 9 and a railway track line information map comparison system 10, the railway engineering line obstacle removal system 3 includes a railway engineering line building demolition system 11, the railway engineering line obstacle removal system 3 also includes a railway engineering line vegetation clearing system 12 and a railway engineering line tunnel penetration system 13, the railway construction track foundation laying system 4 includes a railway track foundation material stacking system 14, the railway construction track foundation laying system 4 also includes a railway working foundation compaction system 15 and a railway engineering foundation leveling system 16, the railway construction rail working test system 7 includes a train empty car running rail detection system 17, the railway construction rail working test system 7 also includes a train loaded running rail detection system 18 and a running process foundation deformation detection system 19;

[0043] The railway construction line planning system 2 controls the city positioning system 8 on the railway track line to locate and connect the cities along the railway, and then analyzes the planned road information through the railway track line planning road information analysis system 9. After the analysis is completed, the planned line information is compared with the map through the railway track line information map comparison system 10. The obstacle removal system 3 along the railway engineering line controls the building demolition system 11 along the railway engineering line to demolish the buildings along the railway, and then the vegetation clearing system 12 along the railway engineering line clears the vegetation along the railway, and finally the tunnel penetration system 13 along the railway engineering line penetrates the location where the tunnel needs to be opened;

[0044] The railway construction track foundation laying system 4 controls the railway track foundation material stacking system 14 to stack and lay the foundation materials, and then the railway working foundation compacting system 15 compacts the laid foundation materials, and finally the railway engineering foundation leveling system 16 level the compacted foundation;

[0045] After the track is laid, the railway construction rail working test system 7 controls the empty train to run, and the rail detection system 17 controls the empty train to pass the rail. Then the loaded train runs through the rail detection system 18 to control the loaded train to pass the rail. Finally, the foundation deformation detection system 19 during the running process detects the foundation deformation caused by the passing of both sides.

[0046] Among them, in order to achieve the purpose of installing the isolation equipment, this device adopts the following technical solutions:

[0047] The railway engineering track isolation equipment installation system 5 also includes

[0048] The base 20 is a rectangular parallelepiped structure, and two support frames 21 are fixedly connected to the top of the base 20. The two support frames 21 are provided with telescopic mechanisms inside, and the two support frames 21 are provided with stabilizing mechanisms outside;

[0049] The telescopic mechanism includes a first rotating shaft 22, which is embedded in one of the supporting frames 21. A cavity is provided inside the base 20. The bottom end of the first rotating shaft 22 extends into the cavity. A second rotating shaft 23 is embedded in the cavity. The top end of the second rotating shaft 23 extends into the other supporting frame 21. The first rotating shaft 22 and the second rotating shaft 23 are movably connected to the base 20 and the supporting frame 21 respectively through rolling bearings. A knob 24 is fixedly connected to the top end of the first rotating shaft 22.

[0050] A first threaded rod 28 is embedded in the two support frames 21. The two first threaded rods 28 are respectively fixedly sleeved on the outside of the first rotating shaft 22 and the second rotating shaft 23. A first sleeve 29 is sleeved on the outside of the two first threaded rods 28. A lifting rod 30 is provided between the two support frames 21. The lifting rod 30 is fixedly connected between the two first sleeves 29.

[0051] A movable groove is provided inside the base 20, and a movable rod 31 is embedded inside the movable groove. An isolation plate 32 is sleeved outside the movable rod 31. The top of the isolation plate 32 is fixedly connected to the bottom of the lifting rod 30. Connecting pipes 33 are fixedly connected to the inner walls of both sides of the movable groove. A volute spring 34 is fixedly embedded inside the two connecting pipes 33. The two volute springs 34 are fixedly sleeved on the outer sides of both ends of the movable rod 31.

[0052] The stabilizing mechanism includes a plurality of rotating rods 35, which are respectively arranged on the outside of the two support frames 21, and a transmission wheel 36 is fixedly sleeved on the outside of the plurality of rotating rods 35. A conveyor belt 37 is provided on the outside of the two support frames 21, and the two conveyor belts 37 are respectively fixedly sleeved on the outside of the plurality of transmission wheels 36. The inner sides of the two conveyor belts 37 are fixedly connected with moving blocks 38, and the two moving blocks 38 are respectively fixedly connected to the outsides of the two first sleeves 29. Two second threaded rods 39 are provided on both sides of the base 20, and the plurality of second threaded rods 39 are respectively fixedly connected to the front and rear ends of two of the rotating rods 35. A second sleeve 40 is sleeved on the outside of the plurality of second threaded rods 39, and a stabilizing block 41 is fixedly connected to the bottom ends of the plurality of second sleeves 40.

[0053] The usage process of the present invention is as follows: when the user needs to install the isolation equipment, the user turns the knob 24 to rotate. The rotation of the knob 24 drives the first rotating shaft 22 and the first sprocket 25 to rotate. The rotation of the first sprocket 25 drives the second sprocket 26 and the second rotating shaft 23 to rotate. The rotation of the first rotating shaft 22 and the second rotating shaft 23 drives the two first threaded rods 28 to rotate. The rotation of the first threaded rod 28 drives the two first sleeves 29 to move. The movement of the first sleeve 29 drives the lifting rod 30 and the isolation plate 32 to move upward, thereby achieving an isolation effect. At the same time, the movement of the two first sleeves 29 drives the two conveyor belts 37 to rotate. The rotation of the two conveyor belts 37 drives the rotating rod 35 and the second threaded rod 39 to rotate. The rotation of the two second threaded rods 39 drives the two sleeves to move. The movement of the two second sleeves 40 drives the two stabilizing blocks 41 to extend outward, so that the bottom stability of the overall device is higher.

[0054] The system working process of the present invention is as follows:

[0055] S1: The railway construction line planning system 2 is controlled by the railway engineering operation system 1 to plan the railway line to be constructed. After the planning is completed, the obstacles on the planned railway line are removed by the railway engineering line obstacle removal system 3. After the removal is completed, the railway construction track foundation laying system 4 lays the track foundation for the line after the removal. After the foundation is laid, the isolation equipment of the railway line to be used is installed by the railway engineering track isolation equipment installation system 5. After the isolation equipment is installed, the railway engineering rail segmentation laying system 6 lays the rails in sections. After the rails are laid, the railway construction rail working test system 7 is used to test and record the working conditions of the rails in the railway construction.

[0056] S2: The railway construction line planning system 2 controls the city positioning system 8 on the railway track line to locate and connect the cities along the railway, and then analyzes the planned road information through the railway track line planning road information analysis system 9. After the analysis is completed, the planned line information is compared with the map through the railway track line information map comparison system 10. The obstacle removal system 3 along the railway engineering line controls the building demolition system 11 along the railway engineering line to demolish the buildings along the railway, and then the vegetation clearing system 12 along the railway engineering line clears the vegetation along the railway, and finally the tunnel penetration system 13 along the railway engineering line penetrates the location where the tunnel needs to be opened;

[0057] S3: The railway construction track foundation laying system 4 controls the railway track foundation material stacking system 14 to stack and lay the foundation materials, and then the railway working foundation compacting system 15 compacts the laid foundation materials, and finally the railway engineering foundation leveling system 16 level the compacted foundation;

[0058] S4: After the track is laid, the railway construction track working test system 7 controls the empty train to run, and the track detection system 17 controls the empty train to pass the track. Then the loaded train is controlled by the track detection system 18 to pass the loaded train. Finally, the foundation deformation detection system 19 during the running process detects the foundation deformation caused by the passing of both sides.

[0059] The above is only a preferred embodiment of the present invention. Any person skilled in the art may modify the present invention by using the above technical solution or modify it into an equivalent technical solution. Therefore, any simple modification or equivalent replacement made according to the technical solution of the present invention shall fall within the scope of protection claimed by the present invention.

Claims

1. A laying system for railway engineering operations, characterized in that: include A railway engineering operation system (1), wherein the output end of the railway engineering operation system (1) is connected to a railway construction line planning system (2), the output end of the railway construction line planning system (2) is connected to a railway engineering line obstacle removal system (3), the output end of the railway engineering line obstacle removal system (3) is connected to a railway construction track foundation laying system (4), the output end of the railway construction track foundation laying system (4) is connected to a railway engineering track isolation equipment installation system (5), the output end of the railway engineering track isolation equipment installation system (5) is connected to a railway engineering rail segmentation laying system (6), and the output end of the railway engineering rail segmentation laying system (6) is connected to a railway construction rail working test system (7).

2. A laying system for railway engineering operations according to claim 1, characterized in that: The railway construction route planning system (2) comprises a railway track line city positioning system (8), and the railway construction route planning system (2) also comprises a railway track line planning road information analysis system (9) and a railway track line information map comparison system (10).

3. A laying system for railway engineering operations according to claim 1, characterized in that: The railway engineering line obstacle removal system (3) comprises a railway engineering line building removal system (11), and the railway engineering line obstacle removal system (3) further comprises a railway engineering line vegetation clearing system (12) and a railway engineering line tunnel penetration system (13).

4. A laying system for railway engineering operations according to claim 1, characterized in that: The railway construction track foundation laying system (4) comprises a railway track foundation material stacking system (14), and the railway construction track foundation laying system (4) further comprises a railway working foundation compacting system (15) and a railway engineering foundation leveling system (16).

5. The laying system for railway engineering operation according to claim 1, characterized in that: The railway construction rail working test system (7) comprises an empty train running rail detection system (17), and the railway construction rail working test system (7) further comprises a loaded train running rail detection system (18) and a running process foundation deformation detection system (19).

6. A laying system for railway engineering operations according to claim 1, characterized in that: The railway engineering track isolation equipment installation system (5) also includes A base (20), wherein the base (20) is configured as a rectangular parallelepiped structure, and two support frames (21) are fixedly connected to the top of the base (20), a telescopic mechanism is provided inside the two support frames (21), and a stabilizing mechanism is provided outside the two support frames (21); The telescopic mechanism comprises a first rotating shaft (22), the first rotating shaft (22) is embedded in one of the supporting frames (21), a cavity is provided in the base (20), the bottom end of the first rotating shaft (22) extends into the cavity, a second rotating shaft (23) is embedded in the cavity, the top end of the second rotating shaft (23) extends into the other supporting frame (21), the first rotating shaft (22) and the second rotating shaft (23) are respectively movably connected to the base (20) and the supporting frame (21) via rolling bearings, and a knob (24) is fixedly connected to the top end of the first rotating shaft (22); A first sprocket (25) and a second sprocket (26) are embedded in the cavity. The first sprocket (25) and the second sprocket (26) are respectively fixedly sleeved on the outside of the first rotating shaft (22) and the second rotating shaft (23). A chain (27) is sleeved on the outside of the first sprocket (25) and the second sprocket (26). The first sprocket (25) and the second sprocket (26) are connected by driving via the chain (27).

7. A laying system for railway engineering operations according to claim 6, characterized in that: A first threaded rod (28) is embedded in the two support frames (21), and the two first threaded rods (28) are respectively fixedly sleeved on the outside of the first rotating shaft (22) and the second rotating shaft (23), and a first sleeve (29) is sleeved on the outside of the two first threaded rods (28). A lifting rod (30) is provided between the two support frames (21), and the lifting rod (30) is fixedly connected between the two first sleeves (29).

8. The laying system for railway engineering operations according to claim 6, characterized in that: A movable groove is provided inside the base (20), a movable rod (31) is embedded inside the movable groove, an isolation plate (32) is sleeved outside the movable rod (31), the top of the isolation plate (32) is fixedly connected to the bottom of the lifting rod (30), connecting pipes (33) are fixedly connected to the inner walls on both sides of the movable groove, and volute springs (34) are fixedly embedded inside the two connecting pipes (33), and the two volute springs (34) are respectively fixedly sleeved on the outer sides of both ends of the movable rod (31).

9. A laying system for railway engineering operations according to claim 6, characterized in that: The stabilizing mechanism comprises a plurality of rotating rods (35), the plurality of rotating rods (35) are respectively arranged on the outside of two supporting frames (21), the outer sides of the plurality of rotating rods (35) are all fixedly sleeved with transmission wheels (36), the outer sides of the two supporting frames (21) are both provided with conveyor belts (37), the two conveyor belts (37) are respectively fixedly sleeved on the outside of the plurality of transmission wheels (36), the inner sides of the two conveyor belts (37) are both fixedly connected with moving blocks (38), the two moving blocks (38) are respectively fixedly connected to the outer sides of two first sleeves (29), two second threaded rods (39) are respectively arranged on both sides of the base (20), the plurality of second threaded rods (39) are respectively fixedly connected to the front and rear ends of two of the rotating rods (35), the outer sides of the plurality of second threaded rods (39) are all sleeved with second sleeves (40), and the bottom ends of the plurality of second sleeves (40) are all fixedly connected with stabilizing blocks (41).

10. The laying system for railway engineering operation according to claim 1, characterized in that: S1: The railway construction line planning system (2) is controlled by the railway engineering operation system (1) to plan the railway line to be constructed. After the planning is completed, the obstacle removal system (3) along the railway engineering line is used to remove obstacles on the planned railway line. After the removal is completed, the railway construction track foundation laying system (4) lays the track foundation on the line after the removal. After the foundation is laid, the isolation equipment along the railway engineering track is installed by the isolation equipment installation system (5) along the railway engineering track. After the isolation equipment is installed, the railway engineering rail segmentation laying system (6) is used to lay the rails in sections. After the rails are laid, the railway construction rail working test system (7) is used to test and record the working conditions of the rails during the railway construction. S2: The railway construction route planning system (2) controls the city positioning system (8) on the railway track line to locate and connect the cities along the railway, and then analyzes the planned road information through the railway track line planning road information analysis system (9). After the analysis is completed, the planned line information is compared with the map through the railway track line information map comparison system (10). The obstacle removal system along the railway engineering line (3) controls the building demolition system along the railway engineering line (11) to demolish the buildings along the railway, and then the vegetation clearing system along the railway engineering line (12) clears the vegetation along the railway, and finally the tunnel penetration system along the railway engineering line (13) penetrates the location where the tunnel needs to be opened; S3: The railway construction track foundation laying system (4) controls the railway track foundation material stacking system (14) to stack and lay the foundation materials, and then the railway working foundation compacting system (15) compacts the laid foundation materials, and finally the railway engineering foundation leveling system (16) level the compacted foundation; S4: After the track is laid, the railway construction track working test system (7) controls the empty train to run, and the track detection system (17) controls the empty train to pass the track. Then, the loaded train is controlled by the track detection system (18) to pass the loaded train. Finally, the foundation deformation detection system (19) during the running process is used to detect the foundation deformation caused by the passing of both sides.

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