A data processing method and system for a strip network railway base station

Abstract

The present invention discloses a data processing method and system for a belt network railway base station, wherein the method comprises the following steps: obtaining observation data of several IGS base stations; obtaining observation data of several standard base stations within a preset range around the belt network railway base station, wherein the standard base stations include: national stations, provincial stations and China Tectonic Environment Monitoring Network stations; based on the observation data of the IGS base station, the observation data of the standard base station are combined to perform hierarchical calculations on several railway base stations to obtain the spatial coordinate data of each railway base station. The observation data of the IGS base station and the surrounding national stations, provincial stations and other standard base stations are obtained to provide a rich data basis for the coordinate measurement of the railway base station; the hierarchical calculation method is adopted to improve the coordinate accuracy, avoid error accumulation, and enhance the reliability of the results; it can adapt to different accuracy requirements and complex environments, consider local differences, and meet the needs of the belt network railway for high-precision coordinate data.

Description

Technical Field

[0001] The present invention relates to the field of satellite navigation technology, and in particular to a data processing method and system for a belt network railway reference station. Background Art

[0002] Satellite navigation and positioning continuously operating base stations are important spatial information infrastructure and have been widely used in railway engineering construction and operational safety. Establishing and maintaining a unified, high-precision, three-dimensional coordinate benchmark is the prerequisite for the satellite navigation and positioning base station network to achieve networking and service sharing, and is also the foundation for railway engineering construction and operational safety.

[0003] The railway Beidou observation network is distributed in a belt-like manner, with a large regional span and weak graphic structure, and it also requires high monitoring accuracy. In order to ensure the uniformity and timeliness of the national railway high-precision positioning service network benchmark framework, it is necessary to unify, regularly update and maintain the coordinate framework of the railway high-precision service benchmark station. However, the railway high-precision service benchmark stations in different regions may have coordinate differences due to factors such as construction time, measurement methods, and equipment accuracy. By unifying the coordinate framework, these local differences can be eliminated to ensure the accuracy consistency of railway location services across the country. For example, in railway transportation, the positioning and scheduling of trains require high-precision location information. If there are large differences in the coordinates of the benchmark stations in different regions, it will affect the safety and efficiency of train operation. Summary of the invention

[0004] The purpose of the embodiment of the present invention is to provide a data processing method and system for a strip network railway reference station, which provides a rich data basis for the coordinate measurement of the railway reference station by acquiring observation data of the IGS reference station and surrounding national stations, provincial stations and other standard reference stations; adopts a hierarchical solution method to improve the coordinate accuracy, avoid error accumulation, and enhance the reliability of the results; can adapt to different accuracy requirements and complex environments, take local differences into consideration, and better meet the needs of strip network railway projects for high-precision coordinate data.

[0005] In order to solve the above technical problems, a first aspect of an embodiment of the present invention provides a method for processing data of a strip network railway reference station, comprising the following steps:

[0006] Obtain observation data from several IGS reference stations;

[0007] Obtain observation data of several standard reference stations within a preset range around the belt network railway reference station, wherein the standard reference stations include: national stations, provincial stations and China Tectonic Environment Monitoring Network stations;

[0008] Based on the observation data of the IGS reference station and in combination with the observation data of the standard reference station, a plurality of the railway reference stations are hierarchically solved to obtain the spatial coordinate data of each railway reference station.

[0009] Furthermore, the observation data of the IGS reference station is combined with the observation data of the standard reference station to perform hierarchical calculations on a plurality of the railway reference stations, including:

[0010] Selecting a first preset number of the railway reference stations as first-level railway reference stations, and the remaining railway reference stations as second-level railway reference stations;

[0011] Based on the observation data of the IGS reference station and the observation data of the standard reference station, coordinate frame joint measurement and calculation are performed on several first-class railway reference stations to obtain spatial coordinate data of several first-class railway reference stations;

[0012] Based on the spatial coordinate data of the plurality of primary railway reference stations, the spatial coordinate data of the secondary railway reference station is solved.

[0013] Further, the selecting a first preset number of the railway reference stations includes:

[0014] A plurality of the first-class railway reference stations are selected in a linear network or a Y-shaped network.

[0015] Furthermore, a plurality of the first-level railway reference stations are evenly distributed in a linear network or a Y-shaped network.

[0016] Further, the spatial coordinate data of the secondary railway reference station is solved based on the spatial coordinate data of the plurality of primary railway reference stations, including:

[0017] Dividing the plurality of standard reference stations into a plurality of standard subnets according to preset areas, each of the standard subnets comprising a plurality of standard reference stations located in a corresponding preset area;

[0018] Based on the observation data of the IGS reference station and the observation data of several standard reference stations in the standard subnet, coordinate frame joint measurement and solution are performed on several first-class railway reference stations in the standard subnet to obtain spatial coordinate data of the first-class railway reference stations in the corresponding preset areas respectively;

[0019] Based on the spatial coordinate data of the first-level railway reference station in the corresponding preset area, the spatial coordinate data of several second-level railway reference stations in the corresponding preset area are respectively solved.

[0020] Further, based on the spatial coordinate data of the first-level railway reference station in the corresponding preset area, respectively solving the spatial coordinate data of a plurality of the second-level railway reference stations in the corresponding preset area includes:

[0021] Based on the spatial coordinate data of the plurality of first-level railway reference stations, the baselines of the plurality of first-level railway reference stations are calculated, and based on the baselines, the spatial coordinate data of the plurality of second-level railway reference stations are solved.

[0022] Furthermore, after calculating the spatial coordinate data of a plurality of the secondary railway reference stations based on the baseline, the method further includes:

[0023] Obtaining the synchronization loop Nrms value of each of the secondary railway reference stations;

[0024] If the synchronization loop Nrms value is less than the solution threshold, it indicates that the solution result of the secondary railway reference station meets the requirements;

[0025] If the synchronization ring Nrms value is greater than or equal to the solution threshold, it indicates that the solution result of the secondary railway reference station does not meet the requirements.

[0026] Furthermore, based on the observation data of the IGS reference station and the observation data of the standard reference station, a coordinate frame joint measurement and solution is performed on several of the first-level railway reference stations to obtain the spatial coordinate data of several of the first-level railway reference stations, including:

[0027] Based on the observation data of the IGS reference station and the observation data of the standard reference station, the baselines of the IGS reference station and the standard reference station are calculated, and the spatial coordinate data of several of the first-class railway reference stations are solved based on the baselines.

[0028] Accordingly, a second aspect of an embodiment of the present invention further provides a belt network railway reference station data processing system, comprising:

[0029] A first data acquisition module, which is used to acquire observation data of several IGS reference stations;

[0030] The second data acquisition module is used to acquire observation data of a number of standard reference stations within a preset range around the belt network railway reference station, wherein the standard reference stations include: national stations, provincial stations and China Tectonic Environment Monitoring Network Station;

[0031] The hierarchical solution calculation module is used to perform hierarchical solution on a plurality of the railway reference stations based on the observation data of the IGS reference station in combination with the observation data of the standard reference station to obtain the spatial coordinate data of each railway reference station.

[0032] Correspondingly, the third aspect of an embodiment of the present invention also provides an electronic device, comprising: at least one processor; and a memory connected to the at least one processor; wherein the memory stores instructions executable by the at least one processor, and the instructions are executed by the at least one processor so that the at least one processor executes the above-mentioned belt network railway base station data processing method.

[0033] In addition, the fourth aspect of the embodiment of the present invention further provides a computer-readable storage medium on which computer instructions are stored, and when the instructions are executed by a processor, the above-mentioned belt network railway reference station data processing method is implemented.

[0034] The above technical solution of the embodiment of the present invention has the following beneficial technical effects:

[0035] 1. Obtaining observation data from IGS base stations and surrounding national and provincial base stations provides a rich data basis for railway base station coordinate calculation;

[0036] 2. The hierarchical solution method is adopted to improve the coordinate accuracy, avoid error accumulation, and enhance the reliability of the results;

[0037] 3. It can adapt to different accuracy requirements and complex environments, take local differences into consideration, and better meet the needs of belt network railway projects for high-precision coordinate data. BRIEF DESCRIPTION OF THE DRAWINGS

[0038] Figure 1 It is a flow chart of a method for processing data of a strip network railway reference station provided by an embodiment of the present invention;

[0039] Figure 2 This is a schematic diagram of selecting a reference station for a strip network railway provided by an embodiment of the present invention;

[0040] Figure 3a This is a schematic diagram of a standard subnet provided by an embodiment of the present invention. Figure 1 ;

[0041] Figure 3b This is a schematic diagram of a standard subnet provided by an embodiment of the present invention. Figure 2 ;

[0042] Figure 4 The present invention provides a module block diagram of a strip network railway base station data processing system according to an embodiment of the present invention.

[0043] Reference numerals:

[0044] 1. A first data acquisition module, 2. A second data acquisition module, 3. A hierarchical solution and calculation module. DETAILED DESCRIPTION

[0045] In order to make the purpose, technical scheme and advantages of the present invention clearer, the present invention is further described in detail below in conjunction with specific embodiments and with reference to the accompanying drawings. It should be understood that these descriptions are only exemplary and are not intended to limit the scope of the present invention. In addition, in the following description, the description of well-known structures and technologies is omitted to avoid unnecessary confusion of the concept of the present invention.

[0046] Please refer to Figure 1 and Figure 2 In order to solve the above technical problems, a first aspect of an embodiment of the present invention provides a method for processing data of a strip network railway reference station, comprising the following steps:

[0047] Step S100, obtaining observation data of several IGS reference stations.

[0048] Step S200, obtaining observation data of several standard reference stations within a preset range around the belt network railway reference station, the standard reference stations include: national stations, provincial stations and China Tectonic Environment Monitoring Network Station (hereinafter referred to as Lutai website). In addition, the standard reference stations may also include: continuously operating ground reference stations that meet the requirements of provincial stations.

[0049] Step S300 , based on the observation data of the IGS reference station and combined with the observation data of the standard reference station, a plurality of railway reference stations are subjected to hierarchical calculation to obtain the spatial coordinate data of each railway reference station.

[0050] The present invention provides a rich data basis for the coordinate calculation of railway reference stations by acquiring observation data from IGS reference stations and standard reference stations such as surrounding national stations and provincial stations; it also adopts a hierarchical solution method to improve the coordinate accuracy, avoid error accumulation, and enhance the reliability of the results. In addition, it can also adapt to different accuracy requirements and complex environments, consider local differences, and better meet the needs of belt network railway projects for high-precision coordinate data. After adding surrounding national reference stations and provincial reference stations, the number of reference points increases, the position distribution is more reasonable, the coordinate difference with the known results is significantly reduced, the system deviation of the coordinate results is well corrected, and the coordinate accuracy of the entire network is also significantly improved.

[0051] Specifically, in step S300, based on the observation data of the IGS reference station and combined with the observation data of the standard reference station, a hierarchical solution is performed on several railway reference stations, including:

[0052] Step S310 , selecting a first preset number of railway reference stations as first-class railway reference stations, and the remaining railway reference stations as second-class railway reference stations.

[0053] This number of stations are selected from a number of railway reference stations as first-level railway reference stations. These selected first-level railway reference stations can usually be determined based on some specific criteria, such as the importance of geographical location, superiority of observation conditions, etc. The remaining railway reference stations are classified as second-level railway reference stations.

[0054] Step S320, based on the observation data of the IGS reference station and the observation data of the standard reference station, coordinate frame joint measurement and solution are performed on the plurality of first-class railway reference stations to obtain spatial coordinate data of the plurality of first-class railway reference stations.

[0055] Obtain observation data from IGS reference stations and standard reference stations (national, provincial and land-based sites). IGS reference stations have high-precision global positioning system observation data, while standard reference stations provide relatively accurate coordinate references at the national or provincial level. Combined with the above-collected data, coordinate frame joint measurement and solution are performed on the first-level railway reference station; the observation data of the first-level railway reference station is integrated and analyzed with the observation data of the IGS reference station and the standard reference station to determine the spatial coordinate data of the first-level railway reference station in a specific coordinate frame. Through precise calculation and adjustment, measurement errors can be eliminated and the accuracy of coordinates can be improved.

[0056] Step S330, based on the spatial coordinate data of a plurality of primary railway reference stations, the spatial coordinate data of the secondary railway reference stations are solved.

[0057] After obtaining the accurate spatial coordinate data of several primary railway reference stations, the spatial coordinate data of the secondary railway reference station are solved based on these data. For example, by measuring the relative position relationship between the secondary railway reference station and the nearby primary railway reference station, the coordinates of the secondary railway reference station are calculated using the known coordinates of the primary railway reference station, and the corresponding error correction is performed to ensure that the coordinate solution results of the secondary railway reference station have high accuracy and reliability.

[0058] Furthermore, the step S310 of selecting a first preset number of railway reference stations includes:

[0059] Step S311, selecting a number of first-level railway reference stations in a linear network or a Y-shaped network.

[0060] The linear network of first-level railway reference stations can better cover different areas along the railway and provide a more even distribution of reference points for subsequent coordinate calculations. These linearly distributed reference stations can be arranged along the direction of the railway to ensure that more accurate coordinate references can be obtained in different sections.

[0061] The first-level railway reference station of the Y-type network can better adapt to this complex line structure and provide more accurate basic data for the coordinate calculation of the railway reference station in the branch and intersection areas. By selecting the first-level railway reference station with such a specific network structure, the accuracy and reliability of the coordinate calculation of the entire railway reference station can be improved, and the needs of railway engineering construction and operation can be better met.

[0062] Furthermore, a plurality of first-class railway reference stations are evenly distributed in a linear network or a Y-shaped network.

[0063] Uniform distribution ensures comprehensive coverage of different locations along the railway. Whether it is a linear network or a Y-shaped network, each area can have effective observations from a first-level railway reference station, making the measurement data richer and more accurate. Uniform distribution can reduce measurement errors caused by sparse reference stations in local areas and improve the overall coordinate measurement accuracy.

[0064] For further information, please refer to Figure 3a and Figure 3b , the step S330 of calculating the spatial coordinate data of the secondary railway reference station based on the spatial coordinate data of the plurality of primary railway reference stations includes:

[0065] Step S331 : dividing a plurality of standard reference stations into a plurality of standard subnets according to preset areas, each standard subnet including a plurality of standard reference stations located in a corresponding preset area.

[0066] Several standard reference stations are divided into several standard subnets according to preset areas. The division of preset areas can be determined based on factors such as geographical scope and railway line segmentation. Each standard subnet contains several standard reference stations located in the corresponding preset area. Such division helps to carry out subsequent coordinate solution more targetedly and improve calculation efficiency and accuracy.

[0067] Step S332, based on the observation data of the IGS reference station and the observation data of several standard reference stations in the standard subnet, coordinate frame joint measurement and solution are performed on several first-level railway reference stations in the standard subnet to obtain the spatial coordinate data of the first-level railway reference stations in the corresponding preset areas.

[0068] The observation data of the IGS reference station and the observation data of several standard reference stations in the standard subnet are used. The IGS reference station provides a high-precision global positioning reference, and the standard reference station provides a relatively accurate coordinate basis in a specific area. For several first-level railway reference stations in the standard subnet, the collected data is combined to perform a joint measurement and solution of the coordinate frame. By integrating data from different sources and considering various measurement errors and influencing factors, the spatial coordinate data of the first-level railway reference station in each preset area is accurately calculated. In this way, the coordinates of the first-level railway reference station can more accurately reflect its position in a specific area.

[0069] Step S333, based on the spatial coordinate data of the primary railway reference station in the corresponding preset area, respectively solve the spatial coordinate data of several secondary railway reference stations in the corresponding preset area.

[0070] Based on the spatial coordinate data of the primary railway reference station obtained in each preset area, the spatial coordinate data of several secondary railway reference stations in the area are solved. Relative positioning and other technologies can be used to measure the relative position relationship between the secondary railway reference station and the primary railway reference station in the same area, and use the known coordinates of the primary railway reference station to infer the coordinates of the secondary railway reference station. In the solution process, special factors such as the terrain and signal propagation in the area need to be considered, and corresponding error corrections need to be made to ensure that the coordinate solution results of the secondary railway reference station are accurate and reliable.

[0071] Further, in step S333, based on the spatial coordinate data of the primary railway reference station in the corresponding preset area, the spatial coordinate data of several secondary railway reference stations in the corresponding preset area are respectively calculated, including:

[0072] Based on the spatial coordinate data of several first-level railway reference stations, the baselines of several first-level railway reference stations are calculated, and the spatial coordinate data of several second-level railway reference stations are solved based on the baselines.

[0073] Based on the spatial coordinate data of several first-level railway reference stations, the baseline between these first-level railway reference stations is calculated. The baseline reflects the relative position relationship between two reference stations and can be calculated by methods such as coordinate difference. The calculated baseline of the first-level railway reference station is used to solve the spatial coordinate data of several second-level railway reference stations in the corresponding preset area. The specific method can be to measure the relative observation value between the second-level railway reference station and the nearby first-level railway reference station, and calculate it in combination with the baseline. For example, differential positioning and other technologies can be used to determine the spatial coordinates of the second-level railway reference station using the known coordinates and baseline of the first-level railway reference station, as well as the observation difference between the second-level railway reference station and the first-level railway reference station. In the solution process, it is necessary to consider the influence of factors such as measurement error and signal propagation, and make corresponding error corrections to improve the accuracy and reliability of the coordinate solution of the second-level railway reference station.

[0074] Further, step S333b, after solving the spatial coordinate data of a plurality of secondary railway reference stations based on the baseline, further includes:

[0075] Step S333c, obtaining the synchronization loop Nrms value of each secondary railway reference station.

[0076] After the spatial coordinate data of several secondary railway reference stations are solved based on the baseline, the synchronization loop Nrms value of each secondary railway reference station is obtained. The Nrms (Normalized Root Mean Square) value is an indicator used to evaluate the quality and accuracy of measurement data. In the railway reference station coordinate solution, the synchronization loop Nrms value can reflect the quality and consistency of the synchronous observation data between the secondary railway reference station and other reference stations.

[0077] Step S333d, if the synchronization loop Nrms value is less than the solution threshold, it indicates that the secondary railway reference station solution result meets the requirements.

[0078] When the Nrms value of the synchronization loop is less than the solution threshold, it indicates that the solution result of the secondary railway reference station meets the requirements. This means that the coordinate solution result of the secondary railway reference station is within the acceptable accuracy range and has good consistency with the observation data of other reference stations.

[0079] Step S333e: If the synchronization loop Nrms value is greater than or equal to the solution threshold, it indicates that the secondary railway reference station solution result does not meet the requirements.

[0080] When the synchronization loop Nrms value is greater than or equal to the solution threshold: it indicates that the solution result of the secondary railway reference station does not meet the requirements. This may be caused by a variety of reasons, such as poor observation data quality, large measurement errors, inaccurate baseline calculations, etc. In this case, it is necessary to check and adjust the coordinate solution process of the secondary railway reference station. It may be necessary to re-acquire observation data, optimize the solution method, or adjust the solution parameters to improve the accuracy and reliability of the solution results until the synchronization loop Nrms value is less than the solution threshold.

[0081] Furthermore, in step S320, based on the observation data of the IGS reference station and the observation data of the standard reference station, a coordinate frame joint measurement and solution is performed on the plurality of first-class railway reference stations to obtain the spatial coordinate data of the plurality of first-class railway reference stations, including:

[0082] Based on the observation data of the IGS reference station and the standard reference station, the baselines of the IGS reference station and the standard reference station are calculated, and the spatial coordinate data of several first-level railway reference stations are solved based on the baselines.

[0083] Based on the observation data of the IGS reference station and the observation data of the standard reference station, the baseline between the IGS reference station and the standard reference station is calculated. The baseline reflects the relative position relationship between the two reference stations and can be calculated by methods such as coordinate difference. The calculated baselines of the IGS reference station and the standard reference station are used to solve the spatial coordinate data of several first-level railway reference stations. The specific method can be to establish a mathematical model to jointly solve the observation relationship between the first-level railway reference station and the IGS reference station and the standard reference station. In the solution process, it is necessary to consider the influence of factors such as measurement error and atmospheric refraction, and make corresponding error corrections to improve the accuracy and reliability of the coordinate solution of the first-level railway reference station.

[0084] Accordingly, please refer to Figure 4 The second aspect of the embodiment of the present invention further provides a belt network railway reference station data processing system, comprising:

[0085] A first data acquisition module 1 is used to acquire observation data of several IGS reference stations;

[0086] The second data acquisition module 2 is used to acquire observation data of a number of standard reference stations within a preset range around the belt network railway reference station, the standard reference stations include: national stations, provincial stations and China Tectonic Environment Monitoring Network Station;

[0087] The hierarchical solution calculation module 3 is used to perform hierarchical solution on several railway reference stations based on the observation data of the IGS reference station and the observation data of the standard reference station to obtain the spatial coordinate data of each railway reference station.

[0088] Correspondingly, the third aspect of an embodiment of the present invention also provides an electronic device, comprising: at least one processor; and a memory connected to the at least one processor; wherein the memory stores instructions that can be executed by the at least one processor, and the instructions are executed by the at least one processor so that the at least one processor executes the above-mentioned belt network railway base station data processing method.

[0089] In addition, the fourth aspect of the embodiment of the present invention further provides a computer-readable storage medium on which computer instructions are stored, and when the instructions are executed by a processor, the above-mentioned belt network railway reference station data processing method is implemented.

[0090] The embodiment of the present invention aims to protect a method and system for processing data of a belt network railway base station, wherein the method includes the following steps: obtaining observation data of several IGS base stations; obtaining observation data of several standard base stations within a preset range around the belt network railway base station, the standard base stations include: national stations, provincial stations and land status websites; based on the observation data of the IGS base station, combined with the observation data of the standard base station, hierarchical calculations are performed on several railway base stations to obtain the spatial coordinate data of each railway base station. The above technical solution has the following effects:

[0091] 1. Obtaining observation data from IGS base stations and surrounding national and provincial base stations provides a rich data basis for railway base station coordinate calculation;

[0092] 2. The hierarchical solution method is adopted to improve the coordinate accuracy, avoid error accumulation, and enhance the reliability of the results;

[0093] 3. It can adapt to different accuracy requirements and complex environments, take local differences into consideration, and better meet the needs of belt network railway projects for high-precision coordinate data.

[0094] Those skilled in the art will appreciate that the embodiments of the present application may be provided as methods, systems, or computer program products. Therefore, the present application may adopt the form of a complete hardware embodiment, a complete software embodiment, or an embodiment in combination with software and hardware. Moreover, the present application may adopt the form of a computer program product implemented in one or more computer-usable storage media (including but not limited to disk storage, CD-ROM, optical storage, etc.) that include computer-usable program code.

[0095] The present application is described with reference to the flowcharts and / or block diagrams of the methods, devices (systems), and computer program products according to the embodiments of the present application. It should be understood that each process and / or box in the flowchart and / or block diagram, as well as the combination of the processes and / or boxes in the flowchart and / or block diagram, can be implemented by computer program instructions. These computer program instructions can be provided to a processor of a general-purpose computer, a special-purpose computer, an embedded processor, or other programmable data processing device to generate a machine, so that the instructions executed by the processor of the computer or other programmable data processing device generate instructions for implementing the processes in the flowchart and / or block diagram. Figure 1 A process or multiple processes and / or boxes Figure 1 A device that provides the functions specified in a block or multiple blocks.

[0096] These computer program instructions may also be stored in a computer-readable memory capable of directing a computer or other programmable data processing device to operate in a specific manner, so that the instructions stored in the computer-readable memory produce an article of manufacture comprising an instruction device, which implements the process Figure 1A process or multiple processes and / or boxes Figure 1 A function specified in one or more boxes.

[0097] These computer program instructions can also be loaded onto a computer or other programmable data processing device so that a series of operating steps are executed on the computer or other programmable device to produce a computer-implemented process, thereby providing instructions for implementing the process. Figure 1 A process or multiple processes and / or boxes Figure 1 The steps for the functions specified in one or more boxes.

[0098] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention rather than to limit it. Although the present invention has been described in detail with reference to the above embodiments, ordinary technicians in the relevant field should understand that the specific implementation methods of the present invention can still be modified or replaced by equivalents. Any modification or equivalent replacement that does not depart from the spirit and scope of the present invention should be covered within the scope of protection of the claims of the present invention.

Claims

1. A method for processing data of a strip network railway reference station, characterized in that: The steps include: Obtain observation data from several IGS reference stations; Obtain observation data of several standard reference stations within a preset range around the belt network railway reference station, wherein the standard reference stations include: national stations, provincial stations and China Land Tectonic Environment Monitoring Network Station; Based on the observation data of the IGS reference station, combined with the observation data of the standard reference station, a plurality of the railway reference stations are hierarchically solved to obtain the spatial coordinate data of each railway reference station; The step of performing hierarchical calculation on a plurality of the railway reference stations based on the observation data of the IGS reference station and in combination with the observation data of the standard reference station comprises: Selecting a first preset number of the railway reference stations as first-level railway reference stations, and the remaining railway reference stations as second-level railway reference stations; Based on the observation data of the IGS reference station and the observation data of the standard reference station, coordinate frame joint measurement and calculation are performed on several first-class railway reference stations to obtain spatial coordinate data of several first-class railway reference stations; Based on the spatial coordinate data of the plurality of primary railway reference stations, solving the spatial coordinate data of the secondary railway reference station; The step of calculating the spatial coordinate data of the secondary railway reference station based on the spatial coordinate data of the plurality of primary railway reference stations comprises: Dividing the plurality of standard reference stations into a plurality of standard subnets according to preset areas, each of the standard subnets comprising a plurality of standard reference stations located in a corresponding preset area; Based on the observation data of the IGS reference station and the observation data of several standard reference stations in the standard subnet, coordinate frame joint measurement and solution are performed on several first-class railway reference stations in the standard subnet to obtain spatial coordinate data of the first-class railway reference stations in the corresponding preset areas respectively; Based on the spatial coordinate data of the first-level railway reference station in the corresponding preset area, the spatial coordinate data of several second-level railway reference stations in the corresponding preset area are respectively solved.

2. The method for processing data of a strip network railway reference station according to claim 1, characterized in that: The selecting a first preset number of the railway reference stations comprises: A plurality of the first-class railway reference stations are selected in a linear network or a Y-shaped network.

3. The method for processing data of a strip network railway reference station according to claim 1, characterized in that: The plurality of first-class railway reference stations are evenly distributed in a linear network or a Y-shaped network.

4. The method for processing data of a strip network railway reference station according to claim 1, characterized in that: The step of respectively calculating the spatial coordinate data of a plurality of the secondary railway reference stations in the corresponding preset area based on the spatial coordinate data of the primary railway reference station in the corresponding preset area includes: Based on the spatial coordinate data of the plurality of first-level railway reference stations, the baselines of the plurality of first-level railway reference stations are calculated, and based on the baselines, the spatial coordinate data of the plurality of second-level railway reference stations are solved.

5. The method for processing data of a strip network railway reference station according to claim 4, characterized in that: After calculating the spatial coordinate data of a plurality of the secondary railway reference stations based on the baseline, the method further includes: Obtaining the synchronization loop Nrms value of each of the secondary railway reference stations; If the synchronization loop Nrms value is less than the solution threshold, it indicates that the solution result of the secondary railway reference station meets the requirements; If the synchronization ring Nrms value is greater than or equal to the solution threshold, it indicates that the solution result of the secondary railway reference station does not meet the requirements.

6. The method for processing data of a strip network railway reference station according to claim 1, characterized in that: Based on the observation data of the IGS reference station and the observation data of the standard reference station, coordinate frame joint measurement and solution are performed on several first-class railway reference stations to obtain spatial coordinate data of several first-class railway reference stations, including: Based on the observation data of the IGS reference station and the observation data of the standard reference station, the baselines of the IGS reference station and the standard reference station are calculated, and the spatial coordinate data of several of the first-class railway reference stations are solved based on the baselines.

7. A belt network railway reference station data processing system, characterized in that: The method for processing data of a strip network railway reference station according to any one of claims 1 to 6 is used to obtain spatial coordinate data of a railway reference station, comprising: A first data acquisition module, which is used to acquire observation data of several IGS reference stations; The second data acquisition module is used to acquire observation data of a number of standard reference stations within a preset range around the belt network railway reference station, wherein the standard reference stations include: national stations, provincial stations and China's land tectonic environment monitoring network stations; The hierarchical solution calculation module is used to perform hierarchical solution on a plurality of the railway reference stations based on the observation data of the IGS reference station in combination with the observation data of the standard reference station to obtain the spatial coordinate data of each railway reference station.

8. An electronic device, characterized in that: include: at least one processor; And a memory connected to the at least one processor; wherein the memory stores instructions that can be executed by the at least one processor, and the instructions are executed by the at least one processor so that the at least one processor executes the belt network railway base station data processing method as described in any one of claims 1-6.

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