Layered mark structure and automatic monitoring system thereof

By designing a layered standard structure, the Beidou satellite navigation system and ball scale are used to achieve automated monitoring, which solves the problems of low manual measurement frequency and low accuracy in the existing technology, and achieves efficient and accurate ground settlement monitoring.

CN119935071APending Publication Date: 2025-05-06GUANGZHOU URBAN PLANNING & DESIGN SURVEY RES INST
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Patent Information

Application Number
CN202510006873.1
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-01-03
Publication Date
2025-05-06

AI Technical Summary

Technical Problem

The existing layered standard monitoring technology requires manual measurement, with low measurement frequency and low efficiency, and low measurement accuracy due to environmental influences, making it impossible to monitor ground settlement in real time and accurately.

Method used

A layered standard structure is designed, including the first induction benchmark, Beidou satellite receiver, ball scale and fixture. Automatic monitoring is achieved through the Beidou satellite navigation system and ball scale, three-dimensional deformation between the layered standard structure and the bedrock standard structure, and the absolute settlement amount of underground soft base layer is calculated.

Benefits of technology

It realizes high-precision automatic monitoring all-weather and all-day, improves measurement efficiency and accuracy, accurately knows the absolute settlement of underground soft base, and reduces the cost and danger of manual measurement.

✦ Generated by Eureka AI based on patent content.

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Abstract

The invention provides a layered mark structure and an automatic monitoring system thereof, and belongs to the field of geological environment monitoring, and the layered mark structure comprises a first Beidou satellite receiver, a first protection cover, a ball grid ruler, a first guiding measurement marker post and a fixing frame, the first guiding measurement marker post is embedded in a soft base layer, and the first guiding measurement marker post is embedded in a second Beidou satellite receiver; the ball grid ruler comprises a ball grid measuring rod and a reading sensor, the layered mark automatic monitoring system comprises a bedrock mark structure and a layered mark structure, the bedrock mark structure comprises a second Beidou satellite receiver, a second protective cover and a second guiding measuring mark post, the second guiding measuring mark post is buried in a bedrock layer, and the second Beidou satellite receiver is connected with the second protective cover. The three-dimensional deformation between the layered mark structure and the bedrock mark structure is automatically measured through the Beidou satellite positioning system, measurement data are calculated, automatic monitoring of land subsidence can be achieved, and the problems that in the prior art, manual measurement is needed, the measurement frequency is low, the efficiency is low, and the measurement precision is low due to the influence of the environment can be solved.
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Description

Technical Field

[0001] The present application relates to the field of geological environment monitoring, and in particular to a layered marker structure and an automated monitoring system thereof. Background Art

[0002] In recent years, the phenomenon of ground subsidence has always occurred. The geological factors that lead to ground subsidence are mainly the increase of surface load or the decrease of groundwater content in the underground soft base. Therefore, it is necessary to adopt ground subsidence monitoring and early warning methods. At present, the layered marking technology is more commonly used to monitor the settlement of underground soft base, obtain relevant settlement data, and issue early warnings in a timely and targeted manner, and take corresponding control measures, providing important technical support for urban planning and construction.

[0003] Layered markers are marking points buried in different soil layers of the covering layer. The layered marker technology is to bury the markers on the top and bottom plates of different soil layers in the ground subsidence area and directly pass them through the ground. By combining with other layered markers and bedrock markers, the compression and expansion of different soil layers can be measured, thereby calculating the deformation of different soil layers and the total ground settlement.

[0004] At present, most of the monitoring technologies for layered markers are manual measurements, with low measurement frequency, low efficiency, and high manpower and material costs. In addition, in extreme weather conditions, field operations are very dangerous or even impossible. Static leveling is often used in existing technologies, but the installation location of the static level is easily affected by the environment, resulting in measurement deviations; currently, many technologies use layered pre-buried magnetic rings to achieve automated measurement, but the measured values ​​are all relative settlements, and the absolute settlement cannot be known. Manual joint measurement of the benchmark points is still required, and this process method cannot be used for settlement monitoring of built layered markers. Summary of the invention

[0005] The present application provides a hierarchical marker structure and an automated monitoring system thereof, which are used to solve the problems of the prior art in which manual measurement is required, the measurement frequency is low, the efficiency is low, and the measurement accuracy is low due to environmental influences.

[0006] In order to solve the above technical problems, the present invention provides the following technical solutions: a hierarchical label structure, comprising:

[0007] A first measuring pole, wherein the first measuring pole is buried in the soft base and penetrates the ground;

[0008] A first protective cover, which is disposed above the first measuring pole and is fixedly connected to the ground;

[0009] A first Beidou satellite receiver, wherein the first Beidou satellite receiver is fixedly connected to an outer side of the first protective cover;

[0010] A fixing frame, the fixing frame is fixedly connected to the inner side of the first protective cover and is spaced apart from the ground; and

[0011] A spherical grid ruler, the spherical grid ruler includes a spherical grid measuring rod and a reading sensor, the spherical grid measuring rod is located on one side of the first measuring mark rod and extends into the ground, the top of the spherical grid measuring rod is fixedly connected to the fixing frame, the reading sensor is slidably connected to the reading side of the spherical grid measuring rod, the reading sensor is fixedly connected to the top of the first measuring mark rod, and is communicatively connected to the first Beidou satellite receiver.

[0012] Preferably, a layered marker structure further comprises a clamping device, wherein the clamping device comprises a reading clamp and a marker rod clamp;

[0013] The reading fixture is fixedly connected to one side of the reading sensor, the benchmark fixture is fixedly connected to the bottom of the reading fixture, and the benchmark fixture is detachably mounted on the top of the first measuring benchmark.

[0014] Preferably, the reading fixture is a solid structure, and a groove is provided at the top of the reading fixture.

[0015] Preferably, the clamping device further comprises a locking mechanism, the locking mechanism is fixedly connected to the outer side of the pole clamp, the locking mechanism is provided with a locking adjustment piece, and the locking adjustment piece is adjusted to limit the top of the first measuring pole to the pole clamp.

[0016] Preferably, the fixing frame comprises a supporting arm, a mounting plate and a supporting frame;

[0017] One end of the support arm is fixedly connected to the inner wall of the first protective cover, and the other end is fixedly connected to the mounting plate. The support frame is arranged above the mounting plate. The support frame is fixedly connected to the top end of the ball grid measuring rod and passes through the mounting plate to be fixed on the support frame.

[0018] Preferably, the fixing frame further comprises a horizontal adjustment plate and a horizontal adjustment member;

[0019] The horizontal adjustment plate is arranged above the mounting plate, the horizontal adjustment member is arranged on both sides of the horizontal adjustment plate, and is fixedly connected to the mounting plate, and the horizontal adjustment plate is slidably connected to the horizontal adjustment member;

[0020] The mounting plate is provided with an opening, the ball grid measuring rod is passed through the opening, the support frame is located above the opening and is fixedly connected to the horizontal adjustment plate.

[0021] Preferably, the fixing frame further includes a vial, and the vial is fixedly connected to the top of the level adjustment plate.

[0022] Preferably, a layered marker automated monitoring system comprises a bedrock marker structure and the layered marker structure;

[0023] The bedrock marker structure includes a second Beidou satellite receiver, a second protective cover and a second measuring pole;

[0024] The second surveying marker is buried in the bedrock layer and passes through the ground, the second protective cover is arranged above the second surveying marker and is fixedly connected to the ground, the second Beidou satellite receiver is fixedly connected to the outside of the second protective cover, the detection end of the second Beidou satellite receiver is fixedly connected to the second surveying marker, and the second Beidou satellite receiver is communicatively connected to the first Beidou satellite receiver.

[0025] Preferably, the distance between the bedrock landmark structure and the layered landmark structure is no more than 10 km.

[0026] Preferably, solar panels are provided on the outer sides of the first protective cover and the second protective cover, and the first Beidou satellite receiver, the second Beidou satellite receiver and the reading sensor are electrically connected to the solar panels.

[0027] Compared with the prior art, the hierarchical label and its automated monitoring system of the present invention have the following beneficial effects:

[0028] The first Beidou satellite receiver is communicated with the reading sensor and the second Beidou satellite receiver. The Beidou satellite navigation system can provide users with high-precision automatic monitoring data around the clock and in all weather conditions worldwide. The first protective cover and the second protective cover are set up so that the automatic monitoring system is not affected by the environment to ensure the accuracy of the measurement data. The three-dimensional deformation between the layered marker structure and the bedrock marker structure is determined by the Beidou satellite navigation system, and the settlement of the layered marker structure at the surface relative to the bedrock marker structure is calculated. The settlement of the underground soft base layer of the layered marker structure relative to the surface is measured by the spherical scale. The absolute settlement of the underground soft base layer is obtained after comprehensive calculation of the surface settlement and relative settlement, making the measurement data more accurate. BRIEF DESCRIPTION OF THE DRAWINGS

[0029] Figure 1 This is a schematic diagram of the structure of the layered label automation monitoring system for this application;

[0030] Figure 2 This is a schematic diagram of the hierarchical structure of this application;

[0031] Figure 3 This is a schematic diagram of the fixed frame structure for this application;

[0032] Figure 4 This is a schematic diagram of the structure of the clamping device of this application;

[0033] Figure 5 A side view of the clamping device for this application;

[0034] Figure 6 A cross-sectional schematic diagram of the locking mechanism of the present application;

[0035] Figure 7 This is a schematic diagram of the locking mechanism structure of this application;

[0036] Figure 8 This is a schematic diagram of the locking mechanism of this application.

[0037] In the figure:

[0038] 100, soft base; 200, ground; 300, layered mark structure; 1, first Beidou satellite receiver; 2, first protective cover; 3, spherical scale; 31, spherical scale measuring rod; 32, reading sensor; 4, first reference mark rod; 5, fixing frame; 51, support arm; 52, mounting plate; 521, opening; 53, support frame; 54, level adjustment plate; 55, level adjustment member; 56, level bubble; 6, clamping device; 61, reading fixture; 611, groove; 62, mark rod fixture; 63, locking mechanism; 631, locking adjustment member; 632, housing; 633, cavity; 634, pad; 635, upper locking block; 636, lower locking block; 400, bedrock mark structure; 71, second Beidou satellite receiver; 72, second protective cover; 73, second reference mark rod; 8, solar panel. DETAILED DESCRIPTION

[0039] The following will be combined with the drawings in the embodiments of the present application to clearly and completely describe the technical solutions in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, not all of the embodiments. Based on the embodiments in the present application, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of this application.

[0040] In the description of the embodiments of the present application, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc. indicate positions or positional relationships based on the positions or positional relationships shown in the accompanying drawings, which are only for the convenience of describing the embodiments of the present application and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as limiting the embodiments of the present application. In addition, the terms "first", "second", and "third" are used for descriptive purposes only and cannot be understood as indicating or implying relative importance.

[0041] In the description of the embodiments of the present application, it should be noted that, unless otherwise clearly specified and limited, the terms "installed", "connected", and "connected" should be understood in a broad sense, for example, it can be a fixed connection, a replaceable connection, or an integral connection, it can be a mechanical connection, it can be an electrical connection, it can be a direct connection, it can be indirectly connected through an intermediate medium, and it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the embodiments of the present application can be understood according to specific circumstances.

[0042] Combination Figure 1-5 As shown, a layered mark structure 300 of the present application includes: a first Beidou satellite receiver 1, a first protective cover 2, a spherical scale 3, a first measuring mark rod 4 and a fixing frame 5; the first measuring mark rod 4 is buried in a soft base layer 100 and directly passes through the ground 200, the first protective cover 2 is arranged above the first measuring mark rod 4, and is fixedly connected to the ground 200, the first Beidou satellite receiver 1 is located on the outside of the first protective cover 2, the first Beidou satellite receiver 1 is fixedly connected to the first protective cover 2, the fixing frame 5 is arranged above the ground 200 at intervals, and the fixing frame 5 is fixedly connected to the first protective cover 2; the spherical scale 3 includes a spherical scale measuring rod 31 and a reading sensor 32, the spherical scale measuring rod 31 is located on one side of the first measuring mark rod 4 and extends into the ground 200, the top of the spherical scale measuring rod 31 is fixedly connected to the fixing frame 5, the reading sensor 32 is located on the reading side of the spherical scale measuring rod 31, the reading sensor 32 is slidably connected to the spherical scale measuring rod 31, the reading sensor 32 is located on the top of the first measuring mark rod 4, the reading sensor 32 is fixedly connected to the first measuring mark rod 4, and the reading sensor 32 is communicatively connected to the first Beidou satellite receiver 1.

[0043] Exemplarily, the first measuring rod 4 is buried on the top and bottom plates of different soil layers of the soft base 100 and directly passes through the ground 200, and stability protection treatment is performed. Protective sleeves are arranged at intervals on the outer periphery of the first measuring rod 4, and the top of the protective sleeve is connected to the inside of the first protective cover 2 to further protect the first measuring rod 4. The diameter of the first measuring rod 4 is generally φ60mm, φ73mm, φ89mm, and the diameter of the protective sleeve is φ178mm. The spherical grid measuring rod 31 of the spherical grid scale 3 is composed of a sealed combination of a high-grade seamless steel pipe and a number of precision steel balls. The electromagnetic cutting generated by the reading sensor 32 cuts the precision ball in the steel pipe and divides the precision ball into several equal parts, and then calculates the relative displacement between the reading sensor 32 and the spherical grid measuring rod 31. The spherical grid scale 3 is a closed structure, so it is not afraid of oil, water, and dust, and has a long service life. Its overall length can be 14 meters long and can be infinitely extended, which can be well adapted to the measurement environment of the first measuring rod 4.

[0044] The first Beidou satellite receiver 1 adopts the existing Beidou satellite navigation system, which consists of three parts: space segment, ground segment and user segment, and can provide users with high-precision and high-reliability positioning services around the world all day and all night. The first Beidou satellite receiver 1 belongs to the ground segment, and the first Beidou satellite receiver 1 at the surface of the hierarchical mark structure 300 is defined as a measurement station for receiving the settlement information of the hierarchical mark structure 300. The first protective cover 2 and the first Beidou satellite receiver 1 and the spherical grid measuring rod 31 connected thereto sink with the surface, wherein the first Beidou satellite receiver 1 is responsible for receiving the surface settlement information, the first measuring rod 4 and the reading sensor 32 on the top of it sink with the underground soft base layer 100, and during settlement, the reading sensor 32 slides on the reading side of the spherical grid measuring rod 31, so that the reading sensor 32 can record the settlement of the first measuring rod 4 relative to the first protective cover 2, with an accuracy of up to 1umm. At the same time, the reading sensor 32 is connected to the first Beidou satellite receiver 1 for communication, and transmits the measured data to the first Beidou satellite receiver 1, and then the monitored settlement information can be transmitted to the user segment via the Beidou satellite navigation system.

[0045] In some embodiments, the layered marker structure 300 further includes a clamping device 6, which includes a reading clamp 61 and a pole clamp 62; the reading clamp 61 is fixedly connected to one side of the reading sensor 32, the pole clamp 62 is fixedly connected to the bottom of the reading clamp 61, and the pole clamp 62 is detachably mounted on the top of the first measuring pole 4. Exemplarily, the pole clamp 62 is a hollow structure, the size of the internal cavity is processed according to the outer diameter of the first measuring pole 4, and the whole is mounted on the top of the measuring pole, which is conducive to accurately fixing the reading sensor 32 on the top of the first measuring pole 4.

[0046] like Figure 4 As shown, in some embodiments, the reading fixture 61 is a solid structure, and a groove 611 is provided at the top of the reading fixture 61. Exemplarily, the groove 611 is a cross mark, which is used to manually fix the measuring instrument on the cross mark for measurement or calculation, which is conducive to ensuring that the position of the clamping device 6 is accurately installed, thereby ensuring that the layered mark structure 300 is effectively measured.

[0047] like Figure 4-5 As shown, in some embodiments, the clamping device 6 also includes a locking mechanism 63, which is fixedly connected to the outer side of the benchmark clamp 62. The locking mechanism 63 is provided with a locking adjustment piece 631. The locking adjustment piece 631 is adjusted to limit the top of the first measuring benchmark 4 to the benchmark clamp 62.

[0048] Exemplarily, the locking mechanism 63 is evenly distributed on the cylindrical surface of the benchmark clamp 62 and fixed by countersunk screws. The locking adjustment member 631 is an adjustment screw. The locking mechanism 63 also includes a shell 632, a cavity 633, a pad 634, an upper locking block 635 and a lower locking block 636. The upper locking block 635 and the lower locking block 636 are installed in the space defined by the shell 632 and the cavity 633, wherein the upper locking block 635 and the lower locking block 636 are respectively connected to the cavity 633 by hexagon socket head screws. The upper locking block 635 can move up and down within a certain range of the cavity 633, and the lower locking block 636 moves outward or inward within a certain range of the cavity 633 to press the benchmark clamp 62. The top of the cavity 633 and the shell 632 are spaced apart. A pad 634 is fixed, and the adjusting screw passes through the outer shell 632 and the pad 634 and is threadedly connected to the upper locking block 635. Turning the adjusting screw can move the upper locking block 635 downward, thereby driving the lower locking block 636 to press the benchmark clamp 62 inward, thereby achieving a fastened installation with the first measuring benchmark 4, which is beneficial for fixing the benchmark clamp 62 on the top of the first measuring benchmark 4 with different diameters, and is convenient for modifying the layered benchmark structure 300 of this application for the built layered benchmark.

[0049] In some embodiments, the fixing frame 5 includes a support arm 51, a mounting plate 52 and a support frame 53; one end of the support arm 51 is fixedly connected to the inner wall of the first protective cover 2, and the other end is fixedly connected to the mounting plate 52. The support frame 53 is arranged above the mounting plate 52, and the top end of the ball grid measuring rod 31 passes through the mounting plate 52 and is fixedly connected to the support frame 53, thereby facilitating the reading sensor 32 to more accurately measure the settlement of the first measuring mark rod 4 relative to the first protective cover 2.

[0050] like Figure 3 As shown, in some embodiments, the fixing frame 5 also includes a horizontal adjustment plate 54 and a horizontal adjustment member 55; the horizontal adjustment plate 54 is spaced apart above the mounting plate 52, the horizontal adjustment member 55 is passed through the upper and lower sides of the horizontal adjustment plate 54 and is fixedly connected to the mounting plate 52, and the horizontal adjustment plate 54 is slidably connected to the horizontal adjustment member 55; an opening 521 is provided on the mounting plate 52, the ball grid measuring rod 31 is passed through the opening 521, and the support frame 53 is located above the opening 521 and is fixedly connected to the horizontal adjustment plate 54.

[0051] Exemplarily, a washer is also fixed to the top of the spherical grid measuring rod 31 by means of a hexagon socket screw. The washer can protect the spherical grid measuring rod 31 from being limited on the support frame 53 when it falls off. The horizontal adjustment member 55 is a hexagon socket screw, which is respectively screwed to the horizontal adjustment plate 54 and the mounting plate 52. The position of the horizontal adjustment plate 54 relative to the mounting plate 52 can be adjusted by rotating the horizontal adjustment member 55. After confirming that the horizontal adjustment plate 54 is in a horizontal state, the horizontal adjustment member 55 is fixedly connected to the horizontal adjustment plate 54 and the mounting plate 52 with a nut, thereby ensuring the verticality of the spherical grid measuring rod 31, which is conducive to ensuring that the measurement data is more accurate.

[0052] In some embodiments, the fixing frame 5 further includes a level bubble 56, and the level bubble 56 is fixedly connected to the top of the level adjustment plate 54. Exemplarily, two levels 56 perpendicular to each other are installed on the level adjustment plate 54, which can more intuitively display the horizontal state of the level adjustment plate 54, which is conducive to ensuring the verticality of the ball grid measuring rod 31.

[0053] like Figure 1 As shown, the present embodiment also provides a layered marker automated monitoring system, including a bedrock marker structure 400 and the layered marker structure 300; the bedrock marker structure 400 includes a second Beidou satellite receiver 71, a second protective cover 72 and a second measuring marker pole 73; the second measuring marker pole 73 is buried in the bedrock layer and passes through the ground 200, the second protective cover 72 is arranged above the second measuring marker pole 73 and is fixedly connected to the ground 200, the second Beidou satellite receiver 71 is fixedly connected to the outside of the second protective cover 72, the detection end of the second Beidou satellite receiver 71 is fixedly connected to the second measuring marker pole 73, and the second Beidou satellite receiver 71 is communicatively connected to the first Beidou satellite receiver 1.

[0054] Exemplarily, the second Beidou satellite receiver 71 at the surface of the bedrock marker structure 400 is defined as a reference station, and the first Beidou satellite receiver 1 at the surface of the layered marker structure 300 is defined as a measuring station. Each bedrock marker structure 400 can correspond to multiple layered marker structures 300 for measurement, and multiple first measuring poles 4 are respectively placed on the top and bottom plates of different soft base layers 100 underground and directly pass through the ground 200, that is, each reference station can correspond to multiple measuring stations. The second measuring mark 73 settles along with the bedrock layer and transmits the settlement information to the reference station. The measuring station receives the settlement information at the layered mark structure 300 and obtains the settlement of the underground soft base layer 100 of the layered mark structure 300 relative to the surface of the layered mark structure 300. The Beidou satellite collects information from the reference station and the measurement values ​​to calculate the settlement of the surface of the layered mark structure 300 relative to the bedrock mark structure 400. The absolute settlement of the underground soft base layer 100 is then obtained after comprehensive calculation based on the known information. The Beidou satellite navigation system can transmit the monitored and calculated relevant settlement information to the user segment, thereby realizing the automatic monitoring of settlement data and making the measurement data more accurate.

[0055] In some embodiments, the distance between the bedrock marker structure 400 and the layered marker structure 300 is not greater than 10 km. A bedrock marker structure 400 can be provided with a plurality of layered marker structures 300, and the plurality of layered marker structures 300 are arranged within a range of 10 km radius with the bedrock marker structure 400 as the center. The three-dimensional deformation between the layered marker structure 300 and the bedrock marker structure 400 is measured by the Beidou satellite positioning system, and the settlement of the layered marker structure 300 relative to the bedrock marker structure 400 at the surface and the absolute settlement of the underground soft base layer 100 obtained by comprehensive calculation of the surface settlement and relative settlement of the layered marker structure 300 are more accurate.

[0056] In some embodiments, the first protective cover 2 and the second protective cover 72 are both provided with a solar panel 8, and the first Beidou satellite receiver 1, the second Beidou satellite receiver 71, and the reading sensor 32 are electrically connected to the solar panel 8. To achieve all-weather fully automated detection, the first Beidou satellite receiver 1, the second Beidou satellite receiver 71, and the reading sensor 32 need to be connected to an external power supply, and the solar panel 8 placed outside the first protective cover 2 and the second protective cover 72 can use solar energy to convert into electrical energy as an external power supply, which can make full use of existing energy and save power generation costs.

[0057] According to the disclosure and teaching of the above description, those skilled in the art to which the present invention belongs may also make changes and modifications to the above embodiments. Therefore, the present invention is not limited to the specific embodiments disclosed and described above, and some modifications and changes to the present invention should also fall within the scope of protection of the claims of the present invention. In addition, although some specific terms are used in this specification, these terms are only for the convenience of description and do not constitute any limitation to the present invention.

Claims

1. A hierarchical label structure, characterized in that: include: A first measuring pole, wherein the first measuring pole is buried in the soft base and penetrates the ground; A first protective cover, which is disposed above the first measuring pole and is fixedly connected to the ground; A first Beidou satellite receiver, wherein the first Beidou satellite receiver is fixedly connected to an outer side of the first protective cover; A fixing frame, the fixing frame is fixedly connected to the inner side of the first protective cover and is spaced apart from the ground; and A spherical grid ruler, the spherical grid ruler includes a spherical grid measuring rod and a reading sensor, the spherical grid measuring rod is located on one side of the first measuring mark rod and extends into the ground, the top of the spherical grid measuring rod is fixedly connected to the fixing frame, the reading sensor is slidably connected to the reading side of the spherical grid measuring rod, the reading sensor is fixedly connected to the top of the first measuring mark rod, and is communicatively connected to the first Beidou satellite receiver.

2. The hierarchical label structure according to claim 1, characterized in that: Also included is a clamping device, which includes a reading clamp and a benchmark clamp; The reading fixture is fixedly connected to one side of the reading sensor, the benchmark fixture is fixedly connected to the bottom of the reading fixture, and the benchmark fixture is detachably mounted on the top of the first measuring benchmark.

3. The hierarchical label structure according to claim 2, characterized in that: The reading fixture is a solid structure, and a groove is arranged on the top of the reading fixture.

4. The hierarchical label structure according to claim 2, characterized in that: The clamping device also includes a locking mechanism, which is fixedly connected to the outer side of the benchmark clamp. The locking mechanism is provided with a locking adjustment piece, and the locking adjustment piece is adjusted to limit the top of the first measuring benchmark to the benchmark clamp.

5. The hierarchical label structure according to claim 1, characterized in that: The fixing frame comprises a supporting arm, a mounting plate and a supporting frame; One end of the support arm is fixedly connected to the inner wall of the first protective cover, and the other end is fixedly connected to the mounting plate. The support frame is arranged above the mounting plate, and the top end of the ball grid measuring rod passes through the mounting plate and is fixed on the support frame.

6. The hierarchical label structure according to claim 5, characterized in that: The fixing frame also includes a horizontal adjustment plate and a horizontal adjustment member; The horizontal adjustment plate is arranged above the mounting plate, the horizontal adjustment member is arranged on both sides of the horizontal adjustment plate, and is fixedly connected to the mounting plate, and the horizontal adjustment plate is slidably connected to the horizontal adjustment member; The mounting plate is provided with an opening, the ball grid measuring rod is passed through the opening, the support frame is located above the opening and is fixedly connected to the horizontal adjustment plate.

7. The hierarchical label structure according to claim 6, characterized in that: The fixing frame also includes a level bubble, and the level bubble is fixedly connected to the top of the level adjustment plate.

8. A hierarchical label automated monitoring system, characterized in that: A bedrock marker structure and a layered marker structure as claimed in any one of claims 1 to 7; The bedrock marker structure includes a second Beidou satellite receiver, a second protective cover and a second measuring pole; The second surveying marker is buried in the bedrock layer and passes through the ground, the second protective cover is arranged above the second surveying marker and is fixedly connected to the ground, the second Beidou satellite receiver is fixedly connected to the outside of the second protective cover, the detection end of the second Beidou satellite receiver is fixedly connected to the second surveying marker, and the second Beidou satellite receiver is communicatively connected to the first Beidou satellite receiver.

9. The hierarchical label automatic monitoring system according to claim 8, characterized in that: The distance between the bedrock marker structure and the layered marker structure is no more than 10 km.

10. The hierarchical label automatic monitoring system according to claim 8, characterized in that: Solar panels are provided on the outer sides of the first protective cover and the second protective cover, and the first Beidou satellite receiver, the second Beidou satellite receiver and the reading sensor are electrically connected to the solar panels.