阅读说明：本技术 顾及铁路带状特征的铁路框架基准网区块间拼接方法 (Railway frame reference network inter-block splicing method considering railway banded characteristics ) 是由 张云龙 赵海 匡团结 邓继伟 于 2020-12-30 设计创作，主要内容包括：本申请提供了一种顾及铁路带状特征的铁路框架基准网区块间拼接方法。将三级控制网：一级网,全国铁路框架基准网；二级网,线下基准网和三级网,线上北斗精测网,逐级进行基线解算和网平差计算,实现坐标系统的统一,完成区块间拼接；获得高精度坐标,实现铁路框架基准网区块间的拼接。在高精度解算坐标的同时实现了自动化作业,有利于实施全国铁路一张图的建设,并可为轨道精密检测和用户RTK作业提供服务。(The application provides a railway frame reference network inter-block splicing method considering railway banded characteristics. And (3) carrying out three-level control network: a first level network, a national railroad frame reference network; a second-level network, an offline reference network and a third-level network, and an online Beidou precise measurement network, and the baseline calculation and the network adjustment calculation are performed step by step to realize the unification of a coordinate system and complete the splicing among blocks; and obtaining high-precision coordinates, and realizing splicing among blocks of the railway frame reference network. The method realizes automatic operation while resolving the coordinates with high precision, is beneficial to implementing the construction of one map of the national railways, and can provide services for track precision detection and user RTK operation.)

1. A railway frame reference network inter-block splicing method considering railway banded characteristics is characterized in that a three-level control network is subjected to baseline resolving and network adjustment calculation step by step, so that a coordinate system is unified, and inter-block splicing is completed; the tertiary control network includes: a first level network, a national railroad frame reference network; the second grade net, benchmark net and tertiary net under the line, big dipper precision measurement net on the line.

2. The inter-block splicing method of the railway frame reference network considering the railway banded characteristics, which is characterized in that the baseline solution and the network adjustment calculation of the primary network national railway frame reference network comprises the following steps:

and receiving observation data of the primary network and a plurality of national reference stations, and obtaining the CGCS2000 coordinates of each reference point of the high-precision railway frame reference network by combining the CGCS2000 coordinates of the national reference stations and through global navigation satellite system baseline calculation and network adjustment.

3. The method for splicing blocks of a railway frame reference net considering railway banding characteristics as claimed in claim 2, wherein the baseline solution and net adjustment calculation of the reference net under the secondary net line comprises the following steps:

the CGCS2000 coordinates of each datum point of the high-precision railway frame datum network are used as starting points;

and (3) performing baseline solution and network adjustment on the secondary network by combining the observation data of a plurality of primary network points close to the railway engineering and the CGCS2000 coordinates to obtain the CGCS2000 coordinates of the railway CORS station.

4. The railway frame reference grid inter-block splicing method taking into account railway banding features as claimed in claim 3,

the CGCS2000 coordinates of a railway CORS station are taken as starting points;

and combining the observation data of the railway engineering near a plurality of second-level network points and the CGCS2000 coordinates, and carrying out baseline calculation and network adjustment on the third-level network in a data processing center to obtain the CGCS2000 coordinates of the Beidou precision measurement network on line.

5. The railway frame reference grid inter-block splicing method taking into account railway banding features as claimed in claim 1,

the primary network is distributed along each junction of the railway; and the arrangement distance of the adjacent sites is 300-500km, and the adjacent sites are encrypted and jointly tested with the CGCS2000 national framework network.

6. The method for splicing blocks of a railway frame reference network considering railway banding characteristics as claimed in claim 1, wherein the offline reference network adopted by the secondary network is a CORS station uniformly distributed along a railway line; and the arrangement distance of adjacent stations is 10-50 km.

7. The method for splicing the railway frame reference net blocks considering the railway banded characteristics is characterized in that the on-line Beidou precise measurement nets adopted by the three-level nets are uniformly distributed along the road shoulders of the roadbeds or the anti-collision walls of the bridges on the two sides of the railway line; and the arrangement distance of adjacent stations is 1-5 km.

8. The method for splicing blocks of a railway frame reference network considering railway banded characteristics, as claimed in claim 2, wherein the primary network is a national railway frame reference network and is composed of reference stations of a satellite navigation positioning continuous operation reference station system (CORS), and each reference station and a data center are combined into a network by using computer, data communication and internet technologies for providing positioning, navigation and location services.

9. The method for splicing blocks of a railway frame reference network considering railway banded characteristics, according to claim 1, wherein the secondary network is an offline reference network and consists of a satellite navigation positioning continuous operation reference station system, and each reference station and a data center form a network by utilizing computer, data communication and internet technologies, so as to provide positioning, navigation and position services.

10. The method for splicing the blocks of the railway frame reference net considering the railway banded characteristics is characterized in that the online Beidou accurate measurement net data of the tertiary net is measured by GNSS observation equipment, and the GNSS observation equipment is arranged on the outer sides of roadbed road shoulders or bridge collision avoidance walls on two sides of a railway line.

Technical Field

The invention relates to the technical field of measurement of operation railways, in particular to a method for splicing blocks of a railway frame reference network considering railway banded characteristics.

Background

The conventional hierarchical control network layout and step-by-step control mode is mostly adopted for the strip measurement control network, various levels of control networks such as CP0, CPI, CPII and the like based on a single line are built in the railway construction of China at present, but because China has wide range and different railway coordinate benchmarks are not uniform, the control network of the railway project built and under construction is built, the road networks have no uniform surveying and mapping standard actually, the compatibility of the coordinate system is poor, and the construction of a map system of the high-speed railway of China is seriously influenced. With the development of social informatization, the original railway frame reference network can not meet the requirement of intelligent development of railways, and a set of national railway frame reference network with unified global network reference needs to be established urgently to meet the service requirements of national railway intellectualization and one map.

Disclosure of Invention

Aiming at the problem of inconsistent railway engineering coordinate benchmarks of various regions, the invention provides a method for splicing railway frame benchmark network blocks considering railway banded characteristics by using existing data, and the unification of the coordinate benchmarks of the national railway frame benchmark network can be realized.

The invention provides a method for splicing blocks of a railway frame reference network considering railway banded characteristics, which comprises the steps of carrying out baseline solution and network adjustment calculation on a three-level control network step by step, realizing the unification of a coordinate system and finishing the splicing of the blocks; the tertiary control network includes: a first level network, a national railroad frame reference network; the second-level net, the offline reference net and the third-level net are connected with the online Beidou precision measurement net;

preferably, the baseline solution and the network adjustment calculation of the primary network national railway frame reference network comprise the following steps:

and receiving observation data of the primary network and a plurality of national reference stations, and obtaining the CGCS2000 coordinates of each reference point of the high-precision railway frame reference network by combining the CGCS2000 coordinates of the national reference stations and through global navigation satellite system baseline calculation and network adjustment.

Preferably, the baseline solution and the net adjustment calculation of the reference net under the secondary net line comprise the following steps:

the CGCS2000 coordinates of each datum point of the high-precision railway frame datum network are used as starting points;

and (3) performing baseline solution and network adjustment on the secondary network by combining the observation data of a plurality of primary network points close to the railway engineering and the CGCS2000 coordinates to obtain the CGCS2000 coordinates of the railway CORS station.

Preferably, the baseline calculation and the net adjustment calculation of the Beidou precision measurement net on the three-level network line comprise the following steps:

the CGCS2000 coordinates of a railway CORS station are taken as starting points;

and combining the observation data of the railway engineering near a plurality of second-level network points and the CGCS2000 coordinates, and carrying out baseline calculation and network adjustment on the third-level network in a data processing center to obtain the CGCS2000 coordinates of the Beidou precision measurement network on line.

Preferably, the primary network is distributed along each hub of the railway; and the arrangement distance of the adjacent sites is 300-500km, and the adjacent sites are encrypted and jointly tested with the CGCS2000 national framework network.

Preferably, the off-line reference network adopted by the secondary network is CORS stations uniformly distributed along a railway route; and the arrangement distance of adjacent stations is 10-50 km.

Preferably, the off-line Beidou fine measurement nets and the on-line Beidou fine measurement nets adopted by the three-level net are uniformly distributed along the road shoulders of the roadbed or the side of the anti-collision wall of the bridge at the two sides of the railway line; and the arrangement distance of adjacent stations is 1-5 km.

Preferably, the primary network is a national railway frame reference network, and is composed of reference stations of a satellite navigation positioning continuous operation reference station system (CORS), and each reference station and a data center form a network by utilizing computer, data communication and internet technologies, so as to provide positioning, navigation and position services.

Preferably, the secondary network is an offline reference network and is composed of a satellite navigation positioning Continuous Operation Reference Station (CORS) system, and each reference station and the data center are combined into a network by utilizing computer, data communication and internet technologies to provide positioning, navigation and position services.

Preferably, the online Beidou fine survey network data of the three-level network is measured by GNSS observation equipment, and the GNSS observation equipment is arranged on the outer sides of roadbed road shoulders or bridge anti-collision walls on two sides of the railway line.

Compared with the prior art, the railway frame reference network inter-block splicing method considering the railway banded characteristics at least has the following advantages:

the splicing method provided by the application realizes the unification of coordinate frames among railway projects; the three-level network layout mode is adopted, the coverage range is wide, and the coordinate network with unified reference can provide more comprehensive service for users; the calculation reference is a national reference site, is a CGCS2000 coordinate, is reliable and meets the use requirement of modern surveying and mapping; the satellite navigation positioning continuous operation reference station or the observation station provided with the global satellite navigation positioning receiver is adopted on site for background data processing center baseline calculation and network adjustment, so that automatic processing is realized, and labor and time costs can be saved.

Drawings

Fig. 1 is a flowchart illustrating a method for splicing blocks of a railway frame reference grid in consideration of railway banding characteristics according to an embodiment of the present disclosure.

Fig. 2 is a schematic diagram illustrating a position of a primary mesh in a splicing method according to an embodiment of the present application.

Fig. 3 is a schematic view of arranging points of each level of mesh in a certain route according to another embodiment of the present disclosure.

Reference numerals: 1. a railway line; 2. a primary control point; 3. a secondary control point; 4. and (4) three-level control points.

Detailed Description

The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are only a part of the embodiments of the present application, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.

Further, in the exemplary embodiments, since the same reference numerals denote the same components having the same structure or the same steps of the same method, if an embodiment is exemplarily described, only a structure or a method different from the already described embodiment is described in other exemplary embodiments.

Throughout the specification and claims, when one element is described as being "connected" to another element, the one element may be "directly connected" to the other element or "electrically connected" to the other element through a third element. Furthermore, unless explicitly described to the contrary, the term "comprising" and its corresponding terms should only be taken as including the stated features, but should not be taken as excluding any other features.

The embodiment of the application provides a method for splicing blocks of a railway frame reference network considering railway banded characteristics. Aiming at the problem that the coordinate reference of each railway project is not uniform, the coordinate frames of more than two railway projects are combined during implementation, and existing data are adopted for processing. The splicing content is divided into three levels of control networks, wherein the first level network is a national railway frame Reference network, is arranged at each railway major junction and consists of a satellite navigation positioning continuous operation Reference station System (CORS); the secondary network is an offline reference network and consists of CORS stations distributed on all railways; the third-level network is an online Beidou precision measurement network and consists of a fixed observation station provided with a global navigation satellite system receiver.

As shown in fig. 1, the specific splicing method includes the following steps:

s1, firstly, taking a national reference site as a calculation reference, performing joint measurement with a railway frame reference network, and obtaining the CGCS2000 coordinate of a railway frame reference network point through base line resolving and network adjustment according to the CGCS2000 coordinate of the national reference site;

s2, taking the CGCS2000 coordinates of the railway frame reference network point as a calculation reference, and jointly measuring with a railway system CORS station to obtain the CGCS2000 coordinates of the railway system CORS station;

and S3, taking the CGCS2000 coordinate of the CORS station of the railway system as a reference, and performing joint measurement with the Beidou precision measurement network on line to obtain the CGCS2000 coordinate of the Beidou precision measurement network on line. The above steps are automatically completed by a background data processing center, and the splicing among national railway frame reference network blocks is completed through the process.

The non-uniform coordinate reference of each railway project is because the railway construction development history is long, and because of the actual production needs, an independent coordinate system suitable for the local place generally needs to be established, and a plurality of old mapping results are obtained under the coordinate system.

The existing data comprises a national railway frame reference network, a railway CORS station, a Beidou precision measurement network, a national reference station and known CGCS2000 coordinates of the national reference station.

The primary network is a national railway frame reference network and consists of satellite navigation positioning continuous operation reference stations.

The secondary network is an offline reference network and consists of satellite navigation positioning continuous operation reference stations distributed in a railway system.

The satellite navigation positioning continuous operation reference station system is provided with a GNSS receiver for continuously tracking and recording satellite signals for a long time, and each reference station and a data center form a network by utilizing computer, data communication and internet technologies, so that positioning, navigation and position services are provided.

The three-level network is an online Beidou precision measurement network and consists of a fixed observation station provided with a global navigation satellite system receiver.

The global navigation satellite system receiver is used for receiving, storing and transmitting the global navigation satellite system observation value in real time and comprises an antenna, a GNSS module, a battery, a communication system and a connecting device.

As shown in fig. 2, the primary network is a national railway frame reference network, which is distributed at 105 urban transportation hubs and 5 encrypted stations in the tibetan and Xinjiang areas, and has a total of 110 stations, the length of the base line is no more than 500km, and 2 in the figure is a primary control point.

The secondary network is uniformly distributed at a distance of 10-50km by the railway CORS stations along the railway route according to the railway banding characteristics and in combination with the actual application requirements.

And the three-level network is finely distributed by a global navigation satellite system receiver which is fixedly installed at a distance of 1-5km according to the requirement of precise detection of the orbit.

The national reference stations are uniformly distributed on territories of China and are constructed for meeting social development, economic construction, natural conditions, positioning service and construction and maintenance of national geocentric coordinate frames. The national reference station with CGCS2000 coordinates is used as a joint survey and starting point, so that the surveying and mapping result can be kept consistent with the national reference.

And the data processing center receives observation data through a communication network, uses the observation data received by the level of reference network, combines the introduced observation data of a plurality of previous control points and the CGCS2000 coordinates, and performs baseline calculation and network adjustment to obtain the high-precision CGCS2000 coordinate system of the level of control points. The results of each stage of baseline solution and net adjustment are reserved in a database for the next stage of solution, the whole process is automatically processed in a background data processing center, and manual field operation is not needed.

The specific embodiment of the invention is as follows:

(1) device details and data preparation:

as shown in fig. 3, the splicing content includes a three-level control network, the first-level network is a national railway frame reference network, and is composed of 110 stations nationwide; the length of a base line is not more than 500 km; in the figure 1 is a railway line; FIG. 2 shows a first-level control point; the secondary network consists of railway CORS stations, and a secondary control point is shown in 3; the distance between the two adjacent railway lines is 10-50 km; the three-level net is a Beidou precision measurement net fixedly installed on a line, and 4 in the figure is a three-level control point arrangement interval of 1-5 km.

Hardware equipment of the primary network and hardware equipment of the secondary network are satellite navigation positioning continuous operation reference stations, a reference station subsystem is composed of a GNSS receiver, a GNSS antenna, a UPS power supply, network equipment, a cabinet, an observation pier, an observation room, a lightning protection system and the like, the technology is mature, and the quality is reliable. In the aspect of power supply, a solar power supply module is generally equipped at the same time; the high-quality communication equipment comprising a broadband network and wireless communication is equipped, generally takes the problem of signal shielding into consideration when site selection is carried out, and is mostly arranged in a place with a wide space.

The three-level network is a GNSS observation device which is independently installed and is arranged on roadbed road shoulders or bridge anti-collision walls at two sides of a railway line, and the main body is a global navigation satellite system receiver which is used for receiving, storing and transmitting global navigation satellite system observation data in real time. The device mainly comprises a GNSS antenna, a GNSS signal receiving module, a solar panel, a battery, wired and wireless communication equipment, a stable base and the like.

And all the data of the first, second and third-level networks are sent to a data processing center for processing. The data processing center is composed of hardware devices such as a server, a work station, a switch, a router, a UPS and lightning protection devices and corresponding software, and by receiving real-time observation data of a satellite on a reference station, a data source is distinguished to carry out baseline calculation of a corresponding grade network.

(2) Primary network coordinate calculation:

the data processing center receives original observation data sent by a first-level network satellite navigation continuous operation reference station, and the original observation data is used together with observation data sent by a plurality of national reference stations, the CGCS2000 coordinates of the national reference stations under an ITRF1997 reference frame are known, and accordingly, the coordinates of a high-precision first-level control network CGCS2000 coordinate system can be obtained through long-time automatic baseline resolution and network adjustment. The data processing center can analyze and correct the error time sequence by continuously receiving and resolving the data to achieve the effect of dynamically updating the primary network coordinates; and (3) reserving the CGCS2000 coordinates of each datum point (primary mesh point) of the railway frame datum network as calculation starting data for next-stage coordinate calculation.

(2) And (3) secondary network coordinate resolving:

the method comprises the steps that GNSS observation data of all railway CORS stations are received in real time in a data processing center, a plurality of adjacent railway frame reference network points are introduced, the real-time observation data of the data processing center and CGCS2000 coordinates obtained in the first-stage network resolving process are combined to carry out base line resolving and network adjustment, high-precision railway CORS station CGCS2000 coordinates are obtained, and the data processing center reserves the coordinates to serve as calculation starting data for next-stage coordinate resolving.

(3) Three-level network coordinate calculation:

the GNSS observation data of the Beidou precise detection network points are received in real time at the data processing center, the railway system CORS stations along the railway banded region are introduced, real-time observation data and CGCS2000 coordinates obtained in the second-level network resolving process are combined, real-time base line resolving and network adjustment are carried out, the high-precision Beidou precise detection network CGCS2000 coordinates can be obtained, an error sequence of the error sequence is automatically analyzed, and a precise reference is provided for realizing precise track detection.

By combining the above description and examples, the invention selects and lays three-level control networks, all uses the high-precision global satellite positioning data processing mode to splice and unify the railway frame reference network with strip-shaped characteristics, and realizes automatic operation while realizing high-precision measurement. The method is beneficial to the construction of one network of railways in China and provides an important data source for track precision detection and user RTK operation.

In addition to the above-described methods and apparatus, embodiments of the present application may also be a computer program product comprising computer program instructions that, when executed by a processor, cause the processor to perform the steps in the methods according to the various embodiments of the present application described in the "exemplary methods" section of this specification, above.

The computer program product may be written with program code for performing the operations of embodiments of the present application in any combination of one or more programming languages, including an object oriented programming language such as Java, C + + or the like and conventional procedural programming languages, such as the "C" programming language or similar programming languages. The program code may execute entirely on the user's computing device, partly on the user's device, as a stand-alone software package, partly on the user's computing device and partly on a remote computing device, or entirely on the remote computing device or server.

Furthermore, embodiments of the present application may also be a computer-readable storage medium having stored thereon computer program instructions that, when executed by a processor, cause the processor to perform steps in a method according to various embodiments of the present application described in the "exemplary methods" section above of this specification.

The computer-readable storage medium may take any combination of one or more readable media. The readable medium may be a readable signal medium or a readable storage medium. A readable storage medium may include, for example, but not limited to, an electronic, magnetic, optical, electromagnetic, infrared, or semiconductor system, apparatus, or device, or a combination of any of the foregoing. More specific examples (a non-exhaustive list) of the readable storage medium include: an electrical connection having one or more wires, a portable disk, a hard disk, a Random Access Memory (RAM), a read-only memory (ROM), an erasable programmable read-only memory (EPROM or flash memory), an optical fiber, a portable compact disc read-only memory (CD-ROM), an optical storage device, a magnetic storage device, or any suitable combination of the foregoing.

The foregoing describes the general principles of the present application in conjunction with specific embodiments, however, it is noted that the advantages, effects, etc. mentioned in the present application are merely examples and are not limiting, and they should not be considered essential to the various embodiments of the present application. Furthermore, the foregoing disclosure of specific details is for the purpose of illustration and description and is not intended to be limiting, since the foregoing disclosure is not intended to be exhaustive or to limit the disclosure to the precise details disclosed.

The block diagrams of devices, apparatuses, systems referred to in this application are only given as illustrative examples and are not intended to require or imply that the connections, arrangements, configurations, etc. must be made in the manner shown in the block diagrams. These devices, apparatuses, devices, systems may be connected, arranged, configured in any manner, as will be appreciated by those skilled in the art. Words such as "including," "comprising," "having," and the like are open-ended words that mean "including, but not limited to," and are used interchangeably therewith. The words "or" and "as used herein mean, and are used interchangeably with, the word" and/or, "unless the context clearly dictates otherwise. The word "such as" is used herein to mean, and is used interchangeably with, the phrase "such as but not limited to".

It should also be noted that in the devices, apparatuses, and methods of the present application, the components or steps may be decomposed and/or recombined. These decompositions and/or recombinations are to be considered as equivalents of the present application.

The previous description of the disclosed aspects is provided to enable any person skilled in the art to make or use the present application. Various modifications to these aspects will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other aspects without departing from the scope of the application. Thus, the present application is not intended to be limited to the aspects shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

The foregoing description has been presented for purposes of illustration and description. Furthermore, the description is not intended to limit embodiments of the application to the form disclosed herein. While a number of example aspects and embodiments have been discussed above, those of skill in the art will recognize certain variations, modifications, alterations, additions and sub-combinations thereof.