Vibration isolator continuous jacking and leveling system and method applied to long line

Abstract

The invention discloses a vibration isolator continuous jacking leveling system and method applied to a long line, and belongs to the technical field of rail transit vibration control, and the method comprises the following steps: obtaining line information and floating slab design parameters, and inputting the line information and the floating slab design parameters into a leveling system; detecting the current base elevation of all vibration isolators on site; detecting equipment is installed on the vibration isolator to be leveled, and a leveling system is connected; jacking the floating slab according to the jacking scheme; setting an intelligent operation model, and importing the line information, the current stress information and the stress design value into the intelligent operation model to calculate a leveling scheme of each vibration isolator; and a leveling base plate is installed on the vibration isolator according to the leveling scheme. The device has the effects that batch leveling can be conducted on the vibration isolators of the long-line floating slab, the vibration isolators are evenly stressed, the jacking scheme and the leveling scheme are automatically calculated, and time and labor are saved.

Description

Technical Field

[0001] This invention relates to the field of vibration control in rail transit, and in particular to a continuous lifting and leveling system and method for vibration isolators applied to long railway lines. Background Technology

[0002] Currently, when laying railway tracks, floating slabs are installed on the foundation, and then rail fastening systems are installed on these slabs. The floating slabs and rail fastening systems together form the track system, with vibration isolators providing stiffness and damping. As the core elastic component of the steel spring floating slab, the vibration isolator plays a decisive role in the safety and comfort of the entire system. The floating slab is a key track structure for vibration reduction and noise reduction in rail transit, achieving vibration isolation through a mass-spring-damping system. The track surface elevation is also affected by the floating slab. Actual measurements show that the load variation of a single vibration isolator is significant, and the stress is easily uneven in real-world environments. Uneven stress on the vibration isolator can lead to shear hinge fracture, vibration isolator damage, abnormal vibration, and other problems. Under the combined effect of various adverse factors, this can even lead to rail breakage, negatively impacting operational safety. Therefore, it is necessary to level the vibration isolators to ensure the safety and comfort of vehicle operation.

[0003] The existing technical solutions mentioned above have the following drawbacks: for long lines, it is necessary to pair up and level the vibration isolators of the entire line one by one, which requires a large amount of work, is time-consuming and labor-intensive, and can only test the force of a single vibration isolator in isolation, without considering the force coupling between vibration isolators. Summary of the Invention

[0004] In order to save time and effort in continuously leveling a large number of vibration isolators, this application provides a continuous lifting and leveling system and method for vibration isolators applied to long lines.

[0005] On the one hand, this application provides a method for continuous lifting and leveling of vibration isolators applied to long lines, which includes the following steps: Obtain line information and floating slab design parameters and input them into the leveling system; The system detects the current base elevation of all vibration isolators at the site and transmits the current base elevation to the leveling system. The leveling system generates stress design values ​​and jacking schemes based on line information, floating slab design parameters, and current foundation elevation. Install the floating plate, then install the vibration isolator, install the testing equipment on the vibration isolator to be leveled and connect it to the leveling system; Lift the floating slab according to the lifting plan, detect the current force information of each vibration isolator, and associate the current force information with the corresponding vibration isolator; Set up an intelligent calculation model, which estimates the leveling scheme of the vibration isolator based on the input line information, current force information, and force design value; The line information, current stress information, and stress design value are imported into the intelligent computing model to calculate the leveling scheme for each vibration isolator. Install leveling pads on the vibration isolators according to the leveling plan.

[0006] By adopting the above scheme, the leveling system can automatically generate a leveling plan based on the input information. Users can then continuously level the vibration isolators according to the leveling plan, saving time and effort. During the information collection process, users only need to import the known information of the project and the information that can be collected at the construction site into the leveling system. The overall continuous leveling process is convenient and efficient.

[0007] Preferably, the step "setting up the intelligent computing model" includes: The route information includes site design parameters and construction survey data; the jacking plan includes the jacking height; and the leveling plan includes the height adjustment value. Establish a temporary database to store historical line information, current stress information, stress design value and leveling scheme. The line information, current stress information, stress design value and leveling scheme received during each vibration isolator leveling process are treated as a leveling information group. The single set of leveling information is imported into the intelligent computing model to generate the relationship between line information, current stress information, stress design value and leveling scheme. The relationship is corrected using historical leveling information sets to obtain a relationship that conforms to all leveling information sets. When the intelligent computing model receives line information, current stress information and stress design value, it generates a leveling scheme based on the relationship.

[0008] By adopting the above scheme and training the model with historical data, the model generates relational formulas that conform to the actual leveling steps, making the model more accurate and realistic when calculating the leveling scheme.

[0009] Preferably, the step "the leveling system generates stress design values ​​and jacking schemes based on line information, floating slab design parameters, and current foundation elevation" includes: Based on the section design parameters and floating slab design parameters in the line information, obtain the design value of the distance from the rail surface to the bottom surface of the floating slab and the design value of the vibration isolator force. Based on the construction survey data in the line information, obtain the current foundation elevation. Based on the current foundation elevation, section design parameters and floating slab design parameters, calculate the distance from the rail surface to the current foundation elevation. Subtract the distance from the rail surface to the current foundation elevation from the design value of the distance from the rail surface to the bottom surface of the floating slab to obtain the jacking height. Combine the jacking height with the vibration isolator information to generate the corresponding vibration isolator jacking scheme.

[0010] By adopting the above scheme, when generating the jacking scheme, the engineering requirements and actual status of the vibration isolator can be obtained through the line information, and an accurate jacking scheme can be calculated through simple calculations.

[0011] Preferably, the following steps are also included: Establish an engineering database, create a quick access folder for each line information, create a branch folder for each vibration isolator corresponding to the line information, merge all jacking schemes corresponding to the vibration isolator to obtain the overall jacking scheme, and store the overall jacking scheme and vibration isolator-related information in the branch folder. Vibration isolator-related information includes the current base elevation, current stress information, and stress design value. Once the leveling system is connected to the new testing equipment and receives new line information, current base elevation, current stress information, and stress design value, it searches for quick access folders with the same line information based on the line information, then searches for branch folders with the same vibration isolator information within the quick access folders, and retrieves the overall jacking scheme from the branch folders.

[0012] By adopting the above solution, when users are leveling the vibration isolators on new road sections, they can quickly filter out jacking solutions with the same conditions through the engineering database, which further accelerates the leveling speed of the vibration isolators.

[0013] Preferably, the following steps are also included: Preset number of records; If the current stress information of the vibration isolator after leveling is different from the design stress value, a record is made when recalculating the leveling scheme. When the number of records is equal to the preset number of records, the leveling scheme is recalculated based on the original current stress information, and the vibration isolator is marked. If the current stress information of the marked vibration isolator after leveling is still different from the design stress value, the position information of the vibration isolator will be displayed and a prompt message will be issued.

[0014] By adopting the above scheme, if a vibration isolator still fails to meet the requirements after repeated leveling by the leveling system, a temporarily modified intelligent calculation model is used to recalculate the leveling scheme for the vibration isolator. Workers remove the previous leveling equipment and re-level it. If leveling still fails, it indicates that there is a fault in the equipment or system. The user is reminded by prompting information and the location of the vibration isolator is informed by location information to facilitate troubleshooting.

[0015] Preferably, the following steps are also included: After installing leveling pads on the vibration isolators according to the leveling plan, the current force information of each vibration isolator is checked again. Compare the current stress information with the design stress value. If they are different, use the line information, current stress information, design stress value, and leveling scheme to correct the intelligent calculation model. If they are the same, the current intelligent computing model is used to generate a leveling scheme for all vibration isolators with the same line information, and the leveling scheme is used to level the vibration isolators with the same line information.

[0016] By adopting the above scheme, if the leveling result is not satisfactory, it can be tested again until the leveling is completed. Based on the leveling scheme of the vibration isolator of this small section of the line, the intelligent calculation model of the vibration isolator of the entire large line is corrected. This application can obtain a more accurate leveling scheme through correction.

[0017] Preferably, the following steps are also included: When the rail fastening system, floating slabs and vibration isolators have been installed on site, the rail surface elevation is detected, and the current base elevation is calculated based on the rail surface elevation and track information. The current stress information of the vibration isolators is detected, and the current base elevation and the current stress information of the vibration isolators are imported into the intelligent calculation model. The intelligent calculation model generates a leveling scheme based on the received information.

[0018] By adopting the above solution, if the current base elevation cannot be detected on-site due to reasons such as the pre-installation of floating slabs or unsuitable working conditions, users can use existing data to input into the calculation formula of the intelligent calculation model to calculate the leveling solution.

[0019] On the other hand, the continuous lifting and leveling system for vibration isolators applied to long lines provided in this application adopts the following technical solution: A continuous lifting and leveling system for vibration isolators applied to long railway lines includes an information acquisition module, a data processing module, a model generation module, a lifting test module, and a lifting and leveling calculation module. The information acquisition module is connected to the detection device and receives the current force information and the detection device number uploaded by the detection device, and transmits the current force information and the detection device number to the data processing module; The data processing module receives the line information of each vibration isolator. Each vibration isolator corresponds to a detection device number. Based on the line information and floating plate design parameters, it generates the stress design value and jacking scheme. It transmits the current stress information, stress design value and jacking scheme to the vibration isolator and then transmits them to the jacking test module and the jacking leveling calculation module. The lifting test module lifts the floating plate according to the lifting plan; The model generation module sets up an intelligent calculation model, which estimates the leveling scheme of the vibration isolator based on the input line information, current force information and force design value, and transmits the intelligent calculation model to the lifting and leveling calculation module. The lifting and leveling calculation module imports the line information, current stress information, and stress design value into the intelligent calculation model to calculate the leveling scheme for each vibration isolator and displays the leveling scheme.

[0020] By adopting the above scheme, the leveling system can automatically generate a leveling plan based on the input information. Users can then continuously level the vibration isolators according to the leveling plan, saving time and effort. During the information collection process, users only need to import the known information of the project and the information that can be collected at the construction site into the leveling system. The overall continuous leveling process is convenient and efficient.

[0021] Preferably, it also includes a temporary storage module, the line information includes site design parameters and construction measurement data, and the leveling scheme includes height adjustment values; The temporary storage module is equipped with a temporary database, which receives and stores historical line information, current stress information, stress design value and leveling scheme. The line information, current stress information, stress design value and leveling scheme received during each leveling of the vibration isolator are treated as a leveling information group. The model generation module calls the leveling information group stored in the data storage module, imports the single leveling information group into the intelligent calculation model, generates the relationship between line information, current stress information, stress design value and leveling scheme, and uses historical leveling information groups to correct the relationship to obtain a relationship that conforms to all leveling information groups. When the intelligent calculation model receives line information, current stress information and stress design value, it generates a leveling scheme according to the relationship.

[0022] By adopting the above scheme, this system trains the model with historical data, enabling the model to generate relational formulas that conform to the actual leveling steps, making the model more accurate and in line with reality when calculating the leveling scheme.

[0023] Preferably, the lifting and leveling calculation module obtains the design value of the distance from the rail surface to the bottom surface of the floating slab and the design value of the vibration isolator force based on the section design parameters and floating slab design parameters in the line information. It obtains the current base elevation based on the construction measurement data in the line information. It calculates the distance from the rail surface to the current base elevation based on the current base elevation, section design parameters, and floating slab design parameters. The lifting height is obtained by subtracting the distance from the rail surface to the current base elevation from the design value of the distance from the rail surface to the bottom surface of the floating slab. The lifting height is then combined with the vibration isolator information to generate a lifting scheme for the corresponding vibration isolator.

[0024] By adopting the above scheme, when generating the stress design value and jacking scheme, the system can quickly calculate the accurate jacking scheme based on the existing data, and then calculate the stress design value by combining the vibration isolator information.

[0025] In summary, the present invention has the following beneficial effects: 1. The leveling system can automatically generate a leveling scheme based on the input information. Users can then continuously level all vibration isolators according to the leveling scheme, saving time and effort, ensuring that the vibration isolators are subjected to uniform force, and guaranteeing the safety and comfort of vehicle driving. Attached Figure Description

[0026] Figure 1 This is an overall system block diagram of Embodiment 2 of this application.

[0027] Explanation of reference numerals in the attached figures: 1. Information acquisition module; 2. Data processing module; 3. Model generation module; 4. Lifting test module; 5. Lifting and leveling calculation module; 6. Temporary storage module; 7. Data storage module. Detailed Implementation

[0028] Example 1: This application discloses a method for continuous lifting and leveling of vibration isolators applied to long railway lines. The specific steps are as follows: Obtain line information and floating slab design parameters and input them into the leveling system.

[0029] The system checks the current base elevation of all vibration isolators at the testing site and transmits the current base elevation to the leveling system.

[0030] Based on the section design parameters and floating slab design parameters in the track information, the design values ​​for the distance from the rail surface to the bottom of the floating slab and the design values ​​for the vibration isolator's stress are obtained. The current foundation elevation is obtained from the construction survey data in the track information. The distance from the rail surface to the current foundation elevation is calculated based on the current foundation elevation, section design parameters, and floating slab design parameters. The lifting height is obtained by subtracting the design distance from the rail surface to the current foundation elevation from the design distance from the rail surface to the bottom of the floating slab. The lifting height is then combined with the vibration isolator information to generate a corresponding lifting scheme for the vibration isolator. The track information includes section design parameters and construction survey data. The lifting scheme includes the lifting height. When generating the design values ​​for the stress and the lifting scheme, the engineering requirements and actual condition of the vibration isolator can be obtained from the track information. Using the current foundation elevation as the starting point for the lifting scheme, an accurate lifting scheme can be calculated. Finally, the design values ​​for the stress can be calculated by combining the vibration isolator information.

[0031] Install the floating plate, then install the vibration isolators. Install the testing equipment on the vibration isolators to be leveled and connect it to the leveling system. The testing equipment uses force measuring devices and is installed above the vibration isolators.

[0032] The floating slab is lifted according to the lifting plan, and the current force information of each vibration isolator is detected and associated with the corresponding vibration isolator.

[0033] A temporary database is established to store historical line information, current stress information, stress design values, and leveling schemes. The line information, current stress information, stress design values, and leveling schemes received during each vibration isolator leveling process are treated as a leveling information group.

[0034] The jacking plan includes the jacking height, and the leveling plan includes the height adjustment value.

[0035] An intelligent computational model is set up to estimate the leveling scheme for the vibration isolator based on the input line information, current stress information, and design stress values. The leveling scheme includes height adjustment values. Single sets of leveling information are imported into the intelligent computational model to generate a relational expression between the line information, current stress information, design stress values, and the leveling scheme. This expression is then corrected using historical leveling information sets to obtain one that conforms to all leveling information sets. When the intelligent computational model receives the line information, current stress information, and design stress values, it generates the leveling scheme based on the relational expression. By training the model with historical data, the model internally generates relational expressions that conform to actual leveling steps, making the model more accurate and realistic in calculating leveling schemes.

[0036] The line information, current stress information, and stress design value are imported into the intelligent computing model to calculate the leveling scheme for each vibration isolator.

[0037] According to the leveling plan, leveling pads are installed on the vibration isolators, and the current force information of each vibration isolator is checked again.

[0038] When the current base elevation of the vibration isolator cannot be detected on site, i.e., when the rail fastening system, floating slab, and vibration isolator have already been installed on site, the installation of the floating slab and vibration isolator is skipped first. The rail surface elevation is detected, and the current base elevation is calculated using the rail surface elevation and track information. The current stress information of the vibration isolator is detected, and the current base elevation and the current stress information of the vibration isolator are imported into the intelligent calculation model. The intelligent calculation model generates a leveling scheme based on the received information.

[0039] Preset number of records.

[0040] Compare the current stress information with the design stress value. If they are different, use the line information, current stress information, design stress value, and leveling scheme to correct the intelligent calculation model, and recalculate the jacking scheme. Record the results at the same time.

[0041] If they are the same, the current intelligent computing model is used to generate a leveling scheme for all vibration isolators with the same line information, and the leveling scheme is used to level the vibration isolators with the same line information.

[0042] When the number of recordings equals the preset number, the leveling scheme is recalculated based on the original current force information, and the vibration isolator is marked. If a vibration isolator fails to meet the requirements after repeated leveling by the system, a temporarily modified intelligent calculation model is used to recalculate the leveling scheme for the vibration isolator. Workers remove the previous leveling equipment and perform leveling again. If leveling still fails, it indicates a fault in the equipment or system. The user is alerted with a prompt message, and the location of the vibration isolator is provided to facilitate troubleshooting.

[0043] If the current stress information of the marked vibration isolator after leveling is still different from the design stress value, the position information of the vibration isolator will be displayed and a prompt message will be issued.

[0044] Establish an engineering database, create a quick access folder for each line information, create a branch folder for each vibration isolator corresponding to the line information, merge all jacking schemes corresponding to the vibration isolator to obtain the overall jacking scheme, and store the overall jacking scheme and vibration isolator-related information in the branch folder. Vibration isolator-related information includes the current base elevation, current stress information, and stress design value.

[0045] Once the leveling system is connected to the new testing equipment and receives new line information, current base elevation, current stress information, and stress design value, it searches for quick access folders with the same line information based on the line information, then searches for branch folders with the same vibration isolator information within the quick access folders, and retrieves the overall jacking scheme from the branch folders.

[0046] The implementation principle of the continuous jacking and leveling method for vibration isolators applied to long-distance lines in this application embodiment is as follows: the leveling system can automatically generate a leveling scheme based on the input information, and the user can continuously level the vibration isolators according to the leveling scheme, saving time and effort. During the information collection process, the user only needs to import the known information of the project and the information that can be collected at the construction site into the leveling system. The overall continuous leveling process is convenient and efficient.

[0047] Example 2: This application discloses a continuous lifting and leveling system for vibration isolators applied to long railway lines, such as... Figure 1 As shown, it includes an information acquisition module 1, a data processing module 2, a model generation module 3, a lifting test module 4, a lifting and leveling calculation module 5, a temporary storage module 6, and a data storage module 7.

[0048] like Figure 1 As shown, the information acquisition module 1 connects to the testing equipment and receives the current stress information and testing equipment number uploaded by the equipment. It then transmits this information to the data processing module 2. The data processing module 2 receives the line information for each vibration isolator, with each isolator corresponding to a testing equipment number. Based on the line information, floating slab design parameters, and current foundation elevation, it generates a stress design value and a jacking scheme. This information is then associated with the vibration isolator and transmitted to the jacking test module 4 and the jacking leveling calculation module 5. The line information includes site design parameters and construction measurement data. The jacking test module 4 jacks the floating slab according to the jacking scheme.

[0049] like Figure 1As shown, the temporary storage module 6 is equipped with a temporary database, which receives and stores historical line information, current stress information, stress design value and leveling scheme. The line information, current stress information, stress design value and leveling scheme received during each leveling of the vibration isolator are used as a group of leveling information.

[0050] like Figure 1 As shown, the model generation module 3 sets up an intelligent calculation model. This model estimates the leveling scheme for the vibration isolator based on the input line information, current stress information, and design stress values. The intelligent calculation model is then transmitted to the jacking and leveling calculation module 5. The model generation module 3 calls the leveling information groups stored in the data storage module 7, imports a single leveling information group into the intelligent calculation model, and generates a relational expression between the line information, current stress information, design stress values, and the leveling scheme. This relational expression is then corrected using historical leveling information groups to obtain one that conforms to all leveling information groups. When the intelligent calculation model receives the line information, current stress information, and design stress values, it generates a leveling scheme based on the relational expression. Training the model with historical data ensures that the model generates relational expressions that conform to the actual leveling steps, making the model more accurate and realistic in calculating the leveling scheme. The leveling scheme includes height adjustment values.

[0051] like Figure 1 As shown, the lifting and leveling calculation module 5 imports the line information, current stress information, and stress design value into the intelligent calculation model to calculate the leveling scheme for each vibration isolator. It displays the leveling scheme and calls the current stress information collected by the information acquisition module 1. It compares the current stress information with the stress design value. If they are different, it uses the line information, current stress information, stress design value, and leveling scheme to correct the intelligent calculation model and recalculates the lifting scheme. If they are the same, it uses the current intelligent calculation model to generate a leveling scheme for all vibration isolators with the same line information and uses the leveling scheme to level the vibration isolators with the same line information.

[0052] like Figure 1 As shown, the jacking and leveling calculation module 5 obtains the design value of the floating slab height and the design value of the vibration isolator force based on the site design parameters in the line information, obtains the actual floating slab height and vibration isolator information based on the construction measurement data in the line information, calculates the jacking height based on the floating slab height design value and the actual floating slab height, and generates the corresponding vibration isolator jacking scheme by combining the jacking height with the vibration isolator information.

[0053] like Figure 1As shown, the jacking and leveling calculation module 5 has a preset number of recordings. If the current force information of the vibration isolator after leveling differs from the design force value, a record is made when the leveling scheme is recalculated. When the number of recordings equals the preset number, the leveling scheme is recalculated based on the original current force information, and the vibration isolator is marked. If the current force information of the marked vibration isolator after leveling still differs from the design force value, the position information of the vibration isolator is displayed and a prompt message is issued. If a vibration isolator fails to meet the requirements after repeated leveling by the system, a temporarily corrected intelligent calculation model is used to recalculate the leveling scheme for the vibration isolator. Workers remove the previous leveling equipment and re-level it. If leveling still fails, it indicates a fault in the equipment or system. An alarm is issued to alert the user, and the position information of the vibration isolator is provided to the user for troubleshooting.

[0054] like Figure 1 As shown, the data storage module 7 is equipped with an engineering database. It calls the line information and vibration isolator-related information of the jacking and leveling calculation module 5, creates a quick access folder for each line information, creates a branch folder for each vibration isolator corresponding to the line information, merges all jacking schemes corresponding to the vibration isolator to obtain the total jacking scheme, and stores the total jacking scheme and vibration isolator-related information into the branch folder. The vibration isolator-related information includes the current base elevation, current stress information, and stress design value.

[0055] like Figure 1 As shown, when the jacking and leveling calculation module 5 receives new line information, current stress information, and stress design values, it searches for quick access folders with the same line information, then looks for branch folders with the same vibration isolator information within the quick access folders, and uses the jacking schemes in the branch folders as the jacking schemes for vibration isolators with the same vibration isolator information. When users are leveling vibration isolators on new road sections, they can quickly filter out jacking schemes with the same conditions through the engineering database, further accelerating the leveling speed of the vibration isolators.

[0056] The embodiments described herein are preferred embodiments of the present invention and are not intended to limit the scope of protection of the present invention. Therefore, all equivalent changes made in accordance with the structure, shape, and principle of the present invention should be covered within the scope of protection of the present invention.

Claims

1. A method for continuous lifting and leveling of vibration isolators applied to long railway lines, characterized in that, Includes the following steps: Obtain line information and floating slab design parameters and input them into the leveling system; The system detects the current base elevation of all vibration isolators at the site and transmits the current base elevation to the leveling system. The leveling system generates stress design values ​​and jacking schemes based on line information, floating slab design parameters, and current foundation elevation. Install the floating plate, then install the vibration isolator, install the testing equipment on the vibration isolator to be leveled and connect it to the leveling system; Lift the floating slab according to the lifting plan, detect the current force information of each vibration isolator, and associate the current force information with the corresponding vibration isolator; Set up an intelligent calculation model, which estimates the leveling scheme of the vibration isolator based on the input line information, current force information, and force design value; The line information, current stress information, and stress design value are imported into the intelligent computing model to calculate the leveling scheme for each vibration isolator. Install leveling pads on the vibration isolators according to the leveling plan.

2. The continuous lifting and leveling method for vibration isolators applied to long railway lines according to claim 1, characterized in that, The step "Setting up the intelligent computing model" includes: The route information includes site design parameters and construction survey data; the jacking plan includes the jacking height; and the leveling plan includes the height adjustment value. Establish a temporary database to store historical line information, current stress information, stress design value and leveling scheme. The line information, current stress information, stress design value and leveling scheme received during each vibration isolator leveling process are treated as a leveling information group. The single set of leveling information is imported into the intelligent computing model to generate the relationship between line information, current stress information, stress design value and leveling scheme. The relationship is corrected using historical leveling information sets to obtain a relationship that conforms to all leveling information sets. When the intelligent computing model receives line information, current stress information and stress design value, it generates a leveling scheme based on the relationship.

3. The continuous lifting and leveling method for vibration isolators applied to long railway lines according to claim 2, characterized in that, The step "the leveling system generates stress design values ​​and jacking schemes based on line information, floating slab design parameters, and current foundation elevation" includes: Based on the section design parameters and floating slab design parameters in the line information, obtain the design value of the distance from the rail surface to the bottom surface of the floating slab and the design value of the vibration isolator force. Based on the construction survey data in the line information, obtain the current foundation elevation. Based on the current foundation elevation, section design parameters and floating slab design parameters, calculate the distance from the rail surface to the current foundation elevation. Subtract the distance from the rail surface to the current foundation elevation from the design value of the distance from the rail surface to the bottom surface of the floating slab to obtain the jacking height. Combine the jacking height with the vibration isolator information to generate the corresponding vibration isolator jacking scheme.

4. The continuous lifting and leveling method for vibration isolators applied to long railway lines according to claim 1, characterized in that, It also includes the following steps: Establish an engineering database, create a quick access folder for each line information, create a branch folder for each vibration isolator corresponding to the line information, merge all jacking schemes corresponding to the vibration isolator to obtain the overall jacking scheme, and store the overall jacking scheme and vibration isolator-related information in the branch folder. Vibration isolator-related information includes the current base elevation, current stress information, and stress design value. Once the leveling system is connected to the new testing equipment and receives new line information, current base elevation, current stress information, and stress design value, it searches for quick access folders with the same line information based on the line information, then searches for branch folders with the same vibration isolator information within the quick access folders, and retrieves the overall jacking scheme from the branch folders.

5. The continuous lifting and leveling method for vibration isolators applied to long railway lines according to claim 1, characterized in that, It also includes the following steps: Preset number of records; If the current stress information of the vibration isolator after leveling is different from the design stress value, a record is made when recalculating the leveling scheme. When the number of records is equal to the preset number of records, the leveling scheme is recalculated based on the original current stress information, and the vibration isolator is marked. If the current stress information of the marked vibration isolator after leveling is still different from the design stress value, the position information of the vibration isolator will be displayed and a prompt message will be issued.

6. The continuous lifting and leveling method for vibration isolators applied to long railway lines according to claim 1, characterized in that, It also includes the following steps: After installing leveling pads on the vibration isolators according to the leveling plan, the current force information of each vibration isolator is checked again. Compare the current stress information with the design stress value. If they are different, use the line information, current stress information, design stress value, and leveling scheme to correct the intelligent calculation model. If they are the same, the current intelligent computing model is used to generate a leveling scheme for all vibration isolators with the same line information, and the leveling scheme is used to level the vibration isolators with the same line information.

7. The continuous lifting and leveling method for vibration isolators applied to long railway lines according to claim 1, characterized in that, It also includes the following steps: When the rail fastening system, floating slabs and vibration isolators have been installed on site, the rail surface elevation is detected, and the current base elevation is calculated based on the rail surface elevation and track information. The current stress information of the vibration isolators is detected, and the current base elevation and the current stress information of the vibration isolators are imported into the intelligent calculation model. The intelligent calculation model generates a leveling scheme based on the received information.

8. A continuous lifting and leveling system for vibration isolators applied to long railway lines, characterized in that: It includes an information acquisition module (1), a data processing module (2), a model generation module (3), a jacking test module (4), and a jacking and leveling calculation module (5); The information acquisition module (1) is connected to the detection device and receives the current force information and the detection device number uploaded by the detection device, and transmits the current force information and the detection device number to the data processing module (2); The data processing module (2) receives the line information of each vibration isolator. Each vibration isolator corresponds to a detection device number. Based on the line information and floating plate design parameters, it generates the force design value and jacking scheme. It transmits the current force information, force design value and jacking scheme to the vibration isolator and transmits them to the jacking test module (4) and the jacking leveling calculation module (5). The lifting test module (4) lifts the floating plate according to the lifting plan; The model generation module (3) sets up an intelligent calculation model. The intelligent calculation model estimates the leveling scheme of the vibration isolator based on the input line information, current force information and force design value, and transmits the intelligent calculation model to the lifting and leveling calculation module (5). The lifting and leveling calculation module (5) imports the line information, current stress information and stress design value into the intelligent calculation model to calculate the leveling scheme of each vibration isolator and displays the leveling scheme.

9. A continuous lifting and leveling system for vibration isolators applied to long railway lines according to claim 8, characterized in that: It also includes a temporary storage module (6), the line information includes site design parameters and construction measurement data, and the leveling scheme includes height adjustment values; The temporary storage module (6) is equipped with a temporary database to receive and store historical line information, current stress information, stress design value and leveling scheme. The line information, current stress information, stress design value and leveling scheme received during each leveling of the vibration isolator are used as a group of leveling information. The model generation module (3) calls the leveling information group stored in the data storage module (7), imports the single leveling information group into the intelligent calculation model, generates the relationship between line information, current stress information, stress design value and leveling scheme, uses historical leveling information group to correct the relationship, and obtains the relationship that conforms to all leveling information groups. When the intelligent calculation model receives line information, current stress information and stress design value, it generates the leveling scheme according to the relationship.

10. A continuous lifting and leveling system for vibration isolators applied to long railway lines according to claim 8, characterized in that: The lifting and leveling calculation module (5) obtains the design value of the distance from the rail surface to the bottom surface of the floating slab and the design value of the force of the vibration isolator based on the section design parameters and floating slab design parameters in the line information. It obtains the current base elevation based on the construction measurement data in the line information. It calculates the distance from the rail surface to the current base elevation based on the current base elevation, section design parameters and floating slab design parameters. It subtracts the distance from the rail surface to the current base elevation from the design value of the distance from the rail surface to the bottom surface of the floating slab to obtain the lifting height. It combines the lifting height with the vibration isolator information to generate the corresponding lifting scheme for the vibration isolator.

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