High-speed hydraulic ramming foundation ram point settlement measurement method and system

Abstract

A high-speed hydraulic compaction foundation ram point settlement measurement method and system, the high-speed hydraulic compaction foundation ram point settlement measurement method comprises: obtaining the settlement observation label value of the outer periphery of the rammer sleeve of the rammer by using the level gauge; calculating the ramming section cumulative settlement of the value obtained by the level gauge within the preset ramming number; judging whether the ramming section cumulative settlement is less than the preset value; if yes, stop ramming; otherwise, continue ramming until the ramming section cumulative settlement is less than the preset value. By fixing the settlement observation label on the rammer sleeve of the rammer, the level gauge can directly read the value on the settlement observation label without stopping the machine for personnel to read the data close to the ram pit; in addition, the preset ramming number is taken as a section, and the cumulative settlement of the section is calculated in real time, realizing the quantitative and repeatable stop ramming judgment, solving the technical problems of reducing efficiency, mechanical injury and falling safety hazards in the related art of manual measurement of ram pit depth.

Description

Technical Field

[0001] This application relates to the fields of foundation treatment and engineering surveying, specifically to a method and system for measuring settlement of foundation compaction points using high-speed hydraulic compaction. Background Technology

[0002] High-speed hydraulic compaction is a highly efficient compaction technology that has been widely used in recent years for soft soil foundation treatment, backfill reinforcement, and various foundation site treatment projects. This technology relies on a hydraulic system to rapidly lift the hammer to a predetermined height and then quickly drop it, using high-frequency, low-energy impacts to significantly compact the foundation soil, improving its strength and stability. With the increasing tonnage of compaction equipment, the enhanced impact energy, and the faster construction speed, higher requirements have been placed on compaction quality control and the evaluation of compaction point settlement. In high-speed hydraulic compaction foundation construction, the settlement at the compaction point is one of the core indicators for judging whether the compaction has achieved the designed density and whether it meets the criteria for stopping the hammer.

[0003] In related technologies, the depth of the ramming pit is usually measured manually. When measuring manually, the ramming machine must be stopped and waited for before the manual measurement is done point by point at close range. This not only frequently interrupts continuous construction and seriously reduces efficiency, but also requires personnel to work close to the heavy ramming machine and the unstable ramming pit, posing safety hazards such as mechanical injury and falls. Summary of the Invention

[0004] This application provides a method and system for measuring the settlement of compaction points in high-speed hydraulic compaction foundations. It can solve the technical problems existing in the prior art where manual measurement of the depth of the compaction pit requires the compaction machine to be stopped and waited for, followed by manual measurement at close range point by point. This not only frequently interrupts continuous construction and seriously reduces efficiency, but also requires personnel to work close to heavy compaction machines and unstable compaction pits, posing safety hazards such as mechanical injury and falls.

[0005] In a first aspect, embodiments of this application provide a method for measuring the settlement of tamping points in a high-speed hydraulic tamping foundation. The method includes: using a level to obtain the settlement observation label value on the outer periphery of the tamping hammer sleeve; calculating the cumulative settlement of the tamping section within a preset number of tamping blows based on the value obtained by the level; determining whether the cumulative settlement of the tamping section is less than a preset value; if so, stopping the tamping; otherwise, continuing the tamping until the cumulative settlement of the tamping section is less than the preset value.

[0006] In conjunction with the first aspect, in one embodiment, before obtaining the settlement observation tag value of the outer periphery of the rammer hammer sleeve using a level instrument, the method includes: aligning the level instrument with the settlement observation tag on the outer wall of the rammer hammer sleeve.

[0007] In conjunction with the first aspect, in one embodiment, the cumulative settlement of the compaction section within a preset number of compaction blows obtained by the leveling instrument includes: obtaining the single settlement after each single compaction blow; and summing up the single settlement within the preset number of compaction blows to obtain the cumulative settlement of the compaction section.

[0008] In conjunction with the first aspect, in one embodiment, obtaining the single settlement amount after a single compaction includes: obtaining the settlement observation tag value before the single compaction; obtaining the settlement observation tag value after the single compaction, and subtracting the settlement observation tag value after the single compaction from the settlement observation tag value before the single compaction.

[0009] In conjunction with the first aspect, in one embodiment, the settlement monitoring tag is installed on the outer periphery of the rammer hammer sleeve, and the settlement monitoring tag extends along the axial direction of the rammer hammer sleeve.

[0010] In conjunction with the first aspect, in one embodiment, the settlement monitoring tag is installed on the side of the rammer hammer sleeve near the rammer hammer of the rammer hammer sleeve.

[0011] In conjunction with the first aspect, in one embodiment, a transparent protective film is installed on the side of the settlement monitoring tag away from the rammer hammer sleeve.

[0012] Secondly, this application provides a high-speed hydraulic tamping foundation tamping point settlement measurement system, which includes: a data acquisition module for acquiring settlement observation label values ​​on the outer periphery of the tamping hammer sleeve using a level; a calculation module for calculating the cumulative settlement of the tamping section within a preset number of tamping blows, based on the values ​​acquired by the level; and a judgment module for determining whether the cumulative settlement of the tamping section is less than a preset value. If so, tamping is stopped; otherwise, tamping continues until the cumulative settlement of the tamping section is less than the preset value.

[0013] Thirdly, embodiments of this application provide a high-speed hydraulic compaction foundation tamping point settlement measurement device, the high-speed hydraulic compaction foundation tamping point settlement measurement device including a processor, a memory, and a high-speed hydraulic compaction foundation tamping point settlement measurement program stored in the memory and executable by the processor, wherein when the high-speed hydraulic compaction foundation tamping point settlement measurement program is executed by the processor, the steps of the high-speed hydraulic compaction foundation tamping point settlement measurement method as described above are implemented.

[0014] Fourthly, embodiments of this application provide a storage medium storing a high-speed hydraulic compaction foundation tamping point settlement measurement program, wherein when the high-speed hydraulic compaction foundation tamping point settlement measurement program is executed by a processor, it implements the steps of the high-speed hydraulic compaction foundation tamping point settlement measurement method as described above.

[0015] The beneficial effects of the technical solutions provided in this application include: By fixing settlement observation tags to the sleeve of the tamping hammer, the level instrument can directly read the values ​​on the settlement observation tags without stopping the machine and waiting for personnel to approach the tamping pit to take the readings. This is safe, reliable, and can ensure the continuity of tamping and monitoring as much as possible. In addition, the cumulative settlement of a segment is calculated in real time based on a preset number of tamping blows, realizing quantitative and repeatable judgment of stopping tamping. This solves the technical problems of reduced efficiency and safety hazards such as mechanical injury and falls when manually measuring the depth of the tamping pit in related technologies. Attached Figure Description

[0016] Figure 1 This is a flowchart illustrating the high-speed hydraulic compaction foundation settlement measurement method of this application. Figure 2 This is a three-dimensional structural diagram of the hammer sleeve of this application; Figure 3 This is a three-dimensional structural diagram of the level instrument and the hammer sleeve used in this application. Figure 4 This is a schematic diagram of the structure of the rammer in this application; Figure 5 This is a schematic diagram of the hardware structure of the high-speed hydraulic compaction foundation settlement measurement equipment involved in the embodiments of this application.

[0017] In the picture: 1. Rammer; 11. Rammer sleeve; 111. Settlement monitoring label; 2. Level instrument. Detailed Implementation

[0018] To enable those skilled in the art to better understand the present application, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present application, and not all embodiments. Based on the embodiments in the present application, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the scope of protection of the present application.

[0019] To make the objectives, technical solutions, and advantages of this application clearer, the embodiments of this application will be described in further detail below with reference to the accompanying drawings.

[0020] In a first aspect, embodiments of this application provide a method for measuring the settlement of compaction points in a high-speed hydraulic compaction foundation.

[0021] In one embodiment, reference is made to Figure 1 , Figure 1 This is a flowchart illustrating the first embodiment of the high-speed hydraulic compaction foundation settlement measurement method of this application. Figure 1 As shown, the method for measuring the settlement of foundation compaction points using high-speed hydraulic tamping includes: S1: Use level 2 to obtain the settlement observation tag 111 value on the outer periphery of the rammer hammer sleeve 11. Preferably, the rammer 1 can be a high-speed hydraulic rammer. After the high-speed hydraulic rammer is started, the hammer moves up and down and applies continuous hammering action to the rammer plate. The rammer energy is transferred to the foundation through the rammer plate. The measurement accuracy of the settlement observation tag 111 can be set to 1mm. Then, level 2 can be a digital level 2, which can also have an elevation measurement accuracy of not less than 1mm to ensure the accuracy of the readings before and after rammering.

[0022] S2: Calculate the cumulative settlement of the tamping section within the preset number of tamping blows, based on the values ​​obtained by the level instrument 2. In this embodiment, the level instrument 2 can be signal-connected to the controller of the tamping hammer sleeve 11. Preferably, by using a digital level instrument 2 with an elevation measurement accuracy of not less than 1 mm, the reliability of converting the measurement readings into the settlement of the tamping point can be further improved.

[0023] S3: Determine whether the cumulative settlement of the compaction section is less than the preset value; if so, stop compaction; otherwise, continue compaction until the cumulative settlement of the compaction section is less than the preset value. In this embodiment, the level instrument 2 may have a data calculation module and a data transmission module. The data calculation module of the level instrument 2 accumulates the settlement of the tamping section within the preset number of tamping blows, and then transmits the calculated cumulative settlement of the tamping section to the controller of the tamping hammer sleeve 11 via the data transmission module of the level instrument 2. The judgment module in the controller determines whether to continue tamping. In some other embodiments, the data transmission module of the level instrument 2 may transmit the acquired numerical signal to the controller of the tamping hammer sleeve 11. After receiving the numerical signal transmitted by the level instrument 2, the controller accumulates the settlement of the tamping section within the preset number of tamping blows to obtain the cumulative settlement of the tamping section. Then, the controller compares the calculated cumulative settlement of the tamping section with a preset value. If the cumulative settlement of the tamping section is less than or equal to the preset value, the controller controls the tamping machine 1 to stop tamping; if the cumulative settlement of the tamping section is greater than the preset value, the controller controls the tamping machine 1 to continue tamping the next section until the cumulative settlement of the tamping section is less than or equal to the preset value. It should be understood that the denser the soil is compacted, the smaller the settlement. Therefore, when the settlement of the compaction section is less than the preset value, it means that the soil density has reached the preset requirement.

[0024] This embodiment of the application fixes the settlement observation tag 111 to the tamping hammer sleeve 11 of the rammer, allowing the level instrument 2 to directly read the values ​​on the settlement observation tag 111 without stopping the machine and waiting for personnel to approach the tamping pit for reading. Reading the tag values ​​on the outer periphery of the tamping hammer sleeve 11 is faster than measuring the tamping pit depth, reduces human judgment errors, and is safe and reliable while ensuring the continuity of tamping and monitoring as much as possible. In addition, by using a preset number of tamping blows as a segment, the cumulative settlement of that segment is calculated in real time, realizing quantitative and repeatable tamping stop judgment. This solves the technical problems of reduced efficiency and safety hazards such as mechanical injury and falls when manually measuring the tamping pit depth in related technologies.

[0025] In this embodiment, the operator can control the high-speed hydraulic rammer to continue or stop ramming. Specifically, after the numerical signal obtained by the level instrument 2 is transmitted to the controller of the rammer hammer sleeve 11, the value can be displayed on the display screen in the cab. The operator can then determine whether to continue ramming based on the value on the display screen. Alternatively, the cab can have a signal light, and the controller signal can be connected to the signal light. When the cumulative settlement of the ramming section is less than or equal to a preset value, the signal light illuminates a color, such as red, to indicate that ramming should be stopped. When the cumulative settlement of the ramming section is greater than the preset value, the signal light illuminates a different color, such as green, to indicate that ramming should continue.

[0026] In this embodiment, the settlement observation tag 111 is equipped with clear scale lines, which, combined with the high-precision level 2, achieves millimeter-level reading accuracy. Compared to traditional methods such as manual visual inspection or equipment travel feedback, this method significantly improves measurement accuracy, effectively meeting the common requirements for settlement limits, quality control indicators, and consolidation settlement estimation in high-speed hydraulic compaction foundation engineering. Furthermore, the millimeter-level scale ensures accurate acquisition of cumulative settlement, providing precise data for compaction control.

[0027] Further, in one embodiment, before obtaining the settlement observation label 111 value on the outer periphery of the rammer hammer sleeve 11 using the level instrument 2, the method includes: aligning the level instrument 2 with the settlement observation label 111 on the outer wall of the rammer hammer sleeve 11. In this embodiment, the level instrument 2 can be placed in a location outside the ramming area that is not affected or minimally affected by construction vibration, to ensure the stability of elevation measurement during ramming and the safety during the rammer 1 construction process. After the level instrument 2 is set up at the observation position, the telescope is adjusted to aim at the settlement observation label 111, the eyepiece and focusing screw are adjusted to make the crosshairs and label clear, and then the measurement button is pressed. The level instrument 2 automatically completes fine leveling, measures and records the initial reading before ramming.

[0028] Further, in one embodiment, the cumulative settlement of the compaction section within a preset number of blows obtained by the level instrument 2 includes: obtaining the settlement after each single blow; and summing the settlement of each single blow within the preset number of blows to obtain the cumulative settlement of the compaction section. Preferably, readings can be taken at fixed times during the compaction process, that is, when obtaining the settlement after each single blow, the reading time is always selected at a stable point of the hammer sleeve 11 of the compactor, so as to reduce the elevation reading error caused by dynamic interference. In this embodiment, the preset number of blows can be set to 10 times. When the cumulative settlement of each single blow within 10 blows is less than the preset value, the compaction can be stopped.

[0029] Further, in one embodiment, obtaining the single-time settlement amount after each single compaction may include: obtaining the settlement observation tag 111 value before the single compaction; obtaining the settlement observation tag 111 value after the single compaction; and subtracting the settlement observation tag 111 value after the single compaction from the settlement observation tag 111 value before the single compaction. That is, the single-time settlement amount is obtained by subtracting the value after the single compaction from the value before the single compaction. In this case, the elevation change during the compaction process is recorded by measuring each compaction blow to obtain the single-time settlement amount after each compaction. Specifically, the single-time settlement amount is calculated as follows: in, This is the initial reading before compaction. For readings after compaction, This represents the amount of settlement in a single instance.

[0030] In some other embodiments, the elevation changes during the compaction process can also be recorded by interval measurement to obtain the multi-blow settlement after multiple compactions.

[0031] Further, in one embodiment, the settlement observation tag 111 is installed on the outer periphery of the rammer hammer sleeve 11, and the settlement observation tag 111 extends along the axial direction of the rammer hammer sleeve 11. Since the settlement observation tag 111 is in close contact with the outer wall of the sleeve, its position changes with the overall settlement of the sleeve. Therefore, during the ramming process, the tag position can be read at any predetermined interval of ramming blows, such as per blow, every five blows, or every ten blows, depending on the construction monitoring requirements. When reading is required, the rammer 1 is kept stationary, and the sleeve is stabilized before the level 2 is used to observe the tag's reference line. By measuring the changes in the readings, the settlement amount within the corresponding ramming interval can be obtained, thereby achieving dynamic monitoring of the settlement process during ramming. In this embodiment, the settlement amount per blow is used to obtain the single-blow settlement amount.

[0032] Further, in one embodiment, the settlement observation label 111 is installed on the side of the rammer hammer sleeve 11 near the rammer hammer. A transparent protective film is installed on the side of the settlement observation label 111 away from the rammer hammer sleeve 11. In this embodiment, before the high-speed hydraulic rammer begins ramming operations, the outer surface of the rammer hammer sleeve 11 can be treated. A location near the middle or lower part of the sleeve's outer surface, with unobstructed visibility, is selected as the label pasting area. This area is manually cleaned to remove attached mud, oil, dust, and other impurities that may affect adhesion; if necessary, sandpaper can be used to lightly grind the surface to improve roughness. Then, the settlement observation label 111 is pasted along the sleeve's axial direction, ensuring a tight fit. The reference line of the settlement observation label 111 can be set in a prominent position on the label surface. The label body is made of a flexible material with tear-resistant and stain-resistant properties and covered with a transparent protective film to ensure it is not easily damaged by mud or stones during construction. The label should be pasted parallel to the axis of the sleeve so that changes in the level instrument reading can accurately reflect the overall subsidence of the sleeve.

[0033] Furthermore, in one embodiment, the readings of the level instrument 2 can be recorded in the data storage module of the level instrument 2. After the construction of a certain compaction point is completed, the total compaction settlement and the settlement per blow or per stage at that point are exported and plotted as a compaction curve. Construction managers can judge the change in soil compaction based on the curve shape and decide whether additional compaction or re-compaction is needed in accordance with the specifications. In addition, the data obtained using this method can be compared with conventional quality testing methods (such as dynamic cone penetration, vane test, static load test, etc.) to verify the consistency and reliability of the compaction effect.

[0034] Secondly, this application also provides a high-speed hydraulic compaction foundation settlement measurement system.

[0035] The high-speed hydraulic compaction foundation settlement measurement system includes: The data acquisition module is used to acquire the settlement observation label 111 value on the outer periphery of the rammer hammer sleeve 11 using the level instrument 2; The calculation module is used to calculate the cumulative settlement of the compaction section within a preset number of compaction blows, based on the values ​​obtained by the level instrument 2. The judgment module determines whether the cumulative settlement of the compaction section is less than a preset value. If so, compaction stops; otherwise, compaction continues until the cumulative settlement of the compaction section is less than the preset value.

[0036] The functions of each module in the above-mentioned high-speed hydraulic compaction foundation tamping point settlement measurement system correspond to the steps in the above-mentioned high-speed hydraulic compaction foundation tamping point settlement measurement method embodiment, and their functions and implementation processes will not be described in detail here.

[0037] Thirdly, this application provides a high-speed hydraulic compaction foundation tamping point settlement measurement device, which can be a personal computer (PC), laptop computer, server or other device with data processing function.

[0038] Reference Figure 5 , Figure 5 This is a schematic diagram of the hardware structure of the high-speed hydraulic compaction foundation settlement measurement device involved in the embodiments of this application. In this embodiment, the high-speed hydraulic compaction foundation settlement measurement device may include a processor, a memory, a communication interface, and a communication bus.

[0039] The communication bus can be of any type and is used to interconnect the processor, memory, and communication interface.

[0040] Communication interfaces include input / output (I / O) interfaces, physical interfaces, and logical interfaces used for interconnecting devices within the AAAA device, as well as interfaces used for interconnecting the AAAA device with other devices (such as other computing devices or user equipment). Physical interfaces can be Ethernet interfaces, fiber optic interfaces, ATM interfaces, etc.; user equipment can be displays, keyboards, etc.

[0041] Memory can be various types of storage media, such as random access memory (RAM), read-only memory (ROM), non-volatile RAM (NVRAM), flash memory, optical storage, hard disk, programmable ROM (PROM), erasable PROM (EPROM), electrically erasable PROM (EEPROM), etc.

[0042] The processor can be a general-purpose processor, which can call the high-speed hydraulic compaction foundation tamping point settlement measurement program stored in the memory and execute the high-speed hydraulic compaction foundation tamping point settlement measurement method provided in the embodiments of this application. For example, the general-purpose processor can be a central processing unit (CPU). The method executed when the high-speed hydraulic compaction foundation tamping point settlement measurement program is called can be referred to the various embodiments of the high-speed hydraulic compaction foundation tamping point settlement measurement method of this application, and will not be repeated here.

[0043] Those skilled in the art will understand that Figure 5 The hardware structure shown does not constitute a limitation of this application and may include more or fewer components than shown, or combine certain components, or have different component arrangements.

[0044] Fourthly, embodiments of this application also provide a computer-readable storage medium.

[0045] This application contains a computer-readable storage medium storing a high-speed hydraulic compaction foundation tamping point settlement measurement program, wherein when the high-speed hydraulic compaction foundation tamping point settlement measurement program is executed by a processor, it implements the steps of the high-speed hydraulic compaction foundation tamping point settlement measurement method described above.

[0046] The method implemented when the high-speed hydraulic compaction foundation tamping point settlement measurement program is executed can be referred to in the various embodiments of the high-speed hydraulic compaction foundation tamping point settlement measurement method of this application, and will not be repeated here.

[0047] It should be noted that the sequence numbers of the embodiments in this application are for descriptive purposes only and do not represent the superiority or inferiority of the embodiments.

[0048] The terms "comprising" and "having," and any variations thereof, in the specification, claims, and accompanying drawings of this application are intended to cover non-exclusive inclusion. For example, a process, method, system, product, or apparatus that includes a series of steps or units is not limited to the listed steps or units, but may optionally include steps or units not listed, or may optionally include other steps or units inherent to such process, method, product, or apparatus. The terms "first," "second," and "third," etc., are used to distinguish different objects, etc., and do not indicate a sequence, nor do they limit "first," "second," and "third" to different types.

[0049] In the description of the embodiments of this application, terms such as "exemplary," "for example," or "for instance" are used to indicate examples, illustrations, or explanations. Any embodiment or design described as "exemplary," "for example," or "for instance" in the embodiments of this application should not be construed as being more preferred or advantageous than other embodiments or designs. Specifically, the use of terms such as "exemplary," "for example," or "for instance" is intended to present the relevant concepts in a concrete manner.

[0050] In the description of the embodiments of this application, unless otherwise stated, " / " means "or". For example, A / B can mean A or B. The "and / or" in the text is merely a description of the relationship between related objects, indicating that there can be three relationships. For example, A and / or B can mean: A exists alone, A and B exist simultaneously, and B exists alone. In addition, in the description of the embodiments of this application, "multiple" means two or more.

[0051] In some processes described in the embodiments of this application, multiple operations or steps are included in a specific order. However, it should be understood that these operations or steps may not be executed in the order they appear in the embodiments of this application, or they may be executed in parallel. The sequence number of the operation is only used to distinguish different operations, and the sequence number itself does not represent any execution order. In addition, these processes may include more or fewer operations, and these operations or steps may be executed sequentially or in parallel, and these operations or steps may be combined.

[0052] Through the above description of the embodiments, those skilled in the art can clearly understand that the methods of the above embodiments can be implemented by means of software plus necessary general-purpose hardware platforms. Of course, they can also be implemented by hardware, but in many cases the former is a better implementation method. Based on this understanding, the technical solution of this application, in essence, or the part that contributes to the prior art, can be embodied in the form of a software product. This computer software product is stored in a storage medium (such as ROM / RAM, magnetic disk, optical disk) as described above, and includes several instructions to cause a terminal device to execute the methods described in the various embodiments of this application.

[0053] The above are merely preferred embodiments of this application and do not limit the patent scope of this application. Any equivalent structural or procedural transformations made using the content of this application's specification and drawings, or direct or indirect applications in other related technical fields, are similarly included within the patent protection scope of this application.

Claims

1. A method for measuring settlement of foundation compaction points using high-speed hydraulic compaction, characterized in that, The high-speed hydraulic compaction foundation settlement measurement method includes: The settlement observation label values ​​of the outer periphery of the rammer hammer sleeve were obtained using a level instrument; Calculate the cumulative settlement of the compaction section within the preset number of compaction blows, based on the values ​​obtained from the level instrument. Determine whether the cumulative settlement of the compaction section is less than the preset value; If so, then stop the tamping; Otherwise, continue compaction until the cumulative settlement of the compacted section is less than the preset value.

2. The method for measuring settlement of high-speed hydraulic compaction foundation tamping points as described in claim 1, characterized in that, Before obtaining the settlement observation label values ​​of the outer periphery of the rammer hammer sleeve using a level instrument, the following steps are included: Align the level with the settlement observation label on the outer wall of the rammer hammer sleeve.

3. The method for measuring settlement of high-speed hydraulic compaction foundation tamping points as described in claim 1, characterized in that, The cumulative settlement of the compaction section within the preset number of compaction blows, as obtained by the leveling instrument, includes: The settlement amount after each single impact was obtained; The cumulative settlement of the compaction section is obtained by summing up the settlement amounts of each single compaction within the preset number of compaction blows.

4. The method for measuring settlement of high-speed hydraulic compaction foundation tamping points as described in claim 3, characterized in that, The process of obtaining the single settlement amount after a single compaction includes: Obtain the settlement observation tag values ​​before a single compaction; Obtain the settlement observation tag value after a single compaction, and subtract the settlement observation tag value after a single compaction from the settlement observation tag value before the single compaction.

5. The method for measuring settlement of high-speed hydraulic compaction foundation tamping points as described in claim 1, characterized in that: The settlement monitoring tag is installed on the outer periphery of the rammer hammer sleeve, and the settlement monitoring tag extends along the axial direction of the rammer hammer sleeve.

6. The method for measuring settlement of high-speed hydraulic compaction foundation tamping points as described in claim 1, characterized in that: The settlement monitoring tag is installed on the side of the rammer hammer sleeve near the rammer hammer.

7. The method for measuring settlement of high-speed hydraulic compaction foundation tamping points as described in claim 1, characterized in that: A transparent protective film is installed on the side of the settlement monitoring tag away from the rammer hammer sleeve.

8. A high-speed hydraulic compaction foundation settlement measurement system, characterized in that, The high-speed hydraulic compaction foundation settlement measurement system includes: The data acquisition module is used to acquire the settlement observation label values ​​on the outer periphery of the rammer hammer sleeve using a level instrument; The calculation module is used to calculate the cumulative settlement of the compaction section within a preset number of compaction blows, based on the values ​​obtained by the level instrument. The judgment module is used to determine whether the cumulative settlement of the compaction section is less than a preset value. If so, the compaction is stopped; otherwise, the compaction continues until the cumulative settlement of the compaction section is less than the preset value.

9. A high-speed hydraulic compaction foundation settlement measurement device, characterized in that, The high-speed hydraulic compaction foundation tamping point settlement measurement device includes a processor, a memory, and a high-speed hydraulic compaction foundation tamping point settlement measurement program stored in the memory and executable by the processor, wherein when the high-speed hydraulic compaction foundation tamping point settlement measurement program is executed by the processor, it implements the steps of the high-speed hydraulic compaction foundation tamping point settlement measurement method as described in any one of claims 1 to 7.

10. A storage medium, characterized in that, The storage medium stores a high-speed hydraulic compaction foundation tamping point settlement measurement program, wherein when the high-speed hydraulic compaction foundation tamping point settlement measurement program is executed by the processor, it implements the steps of the high-speed hydraulic compaction foundation tamping point settlement measurement method as described in any one of claims 1 to 7.

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