Pile body adjustment control method, system and device, electronic equipment and storage medium

Abstract

The invention provides a pile body adjustment control method, system and device, electronic equipment and a storage medium, and relates to the technical field of roads. The pile body adjustment control method comprises the steps that inclination parameters of a pile body are obtained; the pile body is provided with a deep freezing section and a non-deep freezing section; comparing the inclination parameter with a preset safety threshold to obtain a comparison result; a working operation mode corresponding to the pile body adjustment control system is determined, and an operation instruction of the pile body adjustment control system is generated based on the working operation mode; the pile body adjusting control system is provided with a plurality of traction devices, the traction devices are connected with the corresponding sides of the top of the deep freezing section respectively, and the traction devices are used for laterally pulling the top of the deep freezing section; and a plurality of traction devices of the pile body adjustment control system are controlled to operate, so that the inclination parameters meet the standard of a preset safety threshold value. According to the method, the pile body can be automatically repaired after reaching a certain inclination, so that engineering hazards are prevented.

Description

Technical Field

[0001] This application relates to the technical field of highways, and particularly to a method, system, device, electronic device and storage medium for controlling pile body adjustment. Background Art

[0002] In the field of civil engineering, especially in multiple fields such as hydraulic engineering, environmental science and civil engineering, the pile foundation structure is an important part to support large-scale structures. In cold regions, the pile foundation structure is often damaged due to frost heaving. Frost heaving refers to the freezing of water in the soil at low temperatures, causing the volume to expand, thereby generating a huge lateral pressure on the pile body, which easily leads to the inclination or displacement of the pile body. When the pile body is inclined or displaced, manual intervention is usually used for repair, and the repair efficiency is low. In addition, manual repair is difficult to accurately control, and there are problems with poor repair effects. Summary of the Invention

[0003] In view of this, the purpose of this application is to overcome the deficiencies in the prior art and provide a method, system, device, electronic device and storage medium for controlling pile body adjustment, which can automatically repair the pile body after it reaches a certain inclination degree to prevent engineering hazards and improve the safety and repair efficiency of the project.

[0004] The present application provides the following technical solutions:

[0005] An embodiment of the present application provides a method for controlling pile body adjustment, and the method for controlling pile body adjustment includes:

[0006] Obtain the inclination parameters of the pile body; wherein, the pile body has a frozen depth section and an unfrozen depth section, the frozen depth section is located in the frozen depth area of the frozen soil area, and the unfrozen depth section is located in the unfrozen area of the frozen soil area;

[0007] Compare the inclination parameters with a preset safety threshold to obtain a comparison result; and based on the comparison result, determine the working operation mode corresponding to the pile body adjustment control system, and generate an operation instruction for the pile body adjustment control system based on the working operation mode; wherein, the pile body adjustment control system has a plurality of traction devices, the plurality of traction devices are distributed circumferentially on the frozen depth section, the plurality of traction devices are respectively connected to the corresponding sides on the top of the frozen depth section, and the traction devices are used to laterally traction the corresponding sides on the top of the frozen depth section;

[0008] Based on the operation instruction, control the plurality of traction devices of the pile body adjustment control system to operate, so that the inclination parameters meet the standard of the preset safety threshold.

[0009] In some embodiments of the first aspect, determining the working operation mode corresponding to the pile body adjustment control system according to the comparison result and generating the operation instruction based on the working operation mode includes:

[0010] Based on the comparison result, determining the corresponding target attitude category among multiple preset attitude categories of the pile body;

[0011] Obtaining the mode correspondence corresponding to the pile body adjustment control system, where the mode correspondence is used to represent the correspondence between the preset attitude category and the working operation mode;

[0012] Based on the mode correspondence corresponding to the pile body adjustment control system and the target attitude category, determining the working operation mode corresponding to the pile body adjustment control system and generating the operation instruction based on the working operation mode.

[0013] In some embodiments of the first aspect, the pile body adjustment control method further includes:

[0014] Obtaining the frost heaving forces at multiple first detection points on the periphery of the frost penetration section and pulling the pile body through the multiple traction devices so that the difference in frost heaving forces between any two of the multiple first detection points is within a preset safety difference.

[0015] In some embodiments of the first aspect, controlling the multiple traction devices of the pile body adjustment control system based on the operation instruction includes:

[0016] The traction device includes a traction rope, and the traction rope is connected to the corresponding side on the top of the frost penetration section, and the traction rope is used to laterally pull the top of the frost penetration section;

[0017] In response to the operation instruction, controlling the traction forces of the corresponding traction ropes of the multiple traction devices to be at corresponding target values.

[0018] In some embodiments of the first aspect, in response to the operation instruction, controlling the traction forces of the corresponding traction ropes of the multiple traction devices to be at corresponding target values includes:

[0019] Based on the operation instruction, determining the target values of the traction forces corresponding to the traction ropes of each traction device;

[0020] According to the target values, controlling the traction ropes in the traction devices to be retracted and released.

[0021] Second aspect, the present application further provides a pile body adjustment control system, which is applied to the pile body adjustment control method described in any one of the above embodiments. The pile body adjustment control system includes:

[0022] A plurality of traction devices, which are distributed circumferentially in the frozen depth section of the pile body. The plurality of traction devices are respectively connected to the corresponding sides on the top of the frozen depth section, and the traction devices are used to laterally traction the corresponding sides on the top of the frozen depth section;

[0023] An inclination monitoring device, which is used to obtain the inclination of the pile body.

[0024] In some embodiments of the second aspect, the pile body adjustment control system further includes:

[0025] A control device, which is electrically connected to the plurality of traction devices and the inclination monitoring device respectively. The control device is used to control the operation of the plurality of traction devices so that the inclination of the pile body meets the standard of a preset safety threshold.

[0026] In some embodiments of the second aspect, the traction device includes a traction rope and a driving mechanism. One end of the traction rope is connected to the driving mechanism, and the other end of the traction rope is connected to the corresponding side on the top of the frozen depth section. The driving mechanism is used to adjust the traction force of the traction rope acting on the pile body;

[0027] And / or, the inclination monitoring device is set as a Beidou positioning device, which has a signal transmitting end and a signal receiving end. The signal transmitting end is arranged on the top of the pile body, and the signal receiving end is arranged on the bottom of the pile body.

[0028] In some embodiments of the second aspect, the pile body adjustment control system further includes:

[0029] N pressure detection modules, which are arranged at intervals in the height direction of the pile body and satisfy: N≥1, and N is a positive integer; wherein, the pressure detection module includes a plurality of pressure sensors, and the plurality of pressure sensors are evenly distributed on the circumferential side of the pile body. The pressure sensors are used to obtain the frost heaving force acting on the corresponding side of the pile body.

[0030] In some embodiments of the second aspect, the pressure detection module further includes:

[0031] Multiple stacked ring carriers, the stacked ring carriers are located in the inner hole of the pile body, and each pressure sensor is separately connected to the stacked ring carrier; wherein, adjacent stacked ring carriers are connected by a compression-resistant pipe, and the connection cables between the multiple pressure sensors are arranged inside the compression-resistant pipe;

[0032] The pile body adjustment control system further includes:

[0033] Multiple connecting rods, the connecting rods extend along the height direction of the pile body, and in each of the multiple stacked ring carriers of each pressure detection module, at least one stacked ring carrier is located on the extension path of the connecting rod, the connecting rod passes through the mounting hole on the corresponding stacked ring carrier, and the connecting rod and the mounting hole are fitted.

[0034] In a third aspect, the present application further provides a pile body adjustment control device, the pile body adjustment control device includes:

[0035] An acquisition module, configured to acquire the inclination parameter of the pile body; wherein, the pile body has a frozen depth section and an unfrozen depth section, the frozen depth section is located in the frozen depth area of the frozen soil area, and the unfrozen depth section is located in the unfrozen area of the frozen soil area;

[0036] A processing module, configured to compare the inclination parameter with a preset safety threshold to obtain a comparison result; and determine the corresponding working operation mode of the pile body adjustment control system according to the comparison result, and generate an operation instruction of the pile body adjustment control system based on the working operation mode; wherein, the pile body adjustment control system has multiple traction devices, the multiple traction devices are distributed circumferentially on the frozen depth section, the multiple traction devices are respectively connected to the corresponding sides on the top of the frozen depth section, and the traction device is used to laterally traction the corresponding side of the top of the frozen depth section;

[0037] A control module, configured to control the operation of the multiple traction devices of the pile body adjustment control system based on the operation instruction, so that the inclination parameter meets the standard of the preset safety threshold.

[0038] In a fourth aspect, the present application further provides an electronic device, including:

[0039] A memory, configured to store a computer program;

[0040] A processor, configured to execute the computer program to implement the pile body adjustment control method according to any one of the above embodiments.

[0041] In a fifth aspect, the present application further provides a storage medium, configured to store a computer program, and the computer program, when executed by a processor, implements the pile body adjustment control method according to any one of the above embodiments.

[0042] The embodiments of the present application have the following advantages:

[0043] The present application provides a pile body adjustment control method with a high degree of automation. The entire adjustment process does not require manual intervention, realizing fully automated operation from monitoring to adjustment, improving the response speed and work efficiency. Moreover, the control device can accurately calculate and adjust the working parameters of the traction device according to the inclination data to ensure that the inclination of the pile body is always within the safe range. Furthermore, the inclination monitoring device provides real-time data, enabling the system to discover and handle potential problems in a timely manner, avoiding structural damage caused by delays.

[0044] To make the above objects, features, and advantages of the present invention more obvious and understandable, the following specific preferred embodiments are given, and in conjunction with the accompanying drawings, the detailed description is as follows. Description of the Drawings

[0045] To more clearly illustrate the technical solutions of the embodiments of the present application, the following will briefly introduce the drawings required for use in the embodiments. It should be understood that the following drawings only show some embodiments of the present application, and therefore should not be regarded as limiting the scope. For those of ordinary skill in the art, without creative efforts, other relevant drawings can also be obtained based on these drawings.

[0046] Figure 1 It is a schematic flow chart of a pile body adjustment control method in an embodiment;

[0047] Figure 2 It is a structural block diagram of a pile body adjustment control device in an embodiment;

[0048] Figure 3 It is an internal structural diagram of an electronic device in an embodiment;

[0049] Figure 4 It is a schematic structural diagram of a pile body adjustment control system in an embodiment;

[0050] Figure 5 It is a schematic structural diagram of a pressure detection module in an embodiment;

[0051] Figure 6 It is a schematic structural diagram of a traction device in an embodiment;

[0052] Figure 7 It is a schematic structural diagram of a signal transmitter in an embodiment;

[0053] Figure 8 It is a schematic structural diagram of a signal receiver in an embodiment.

[0054] Main Element Marking Explanation:

[0055] 100 - Electronic device; 110 - Processor; 120 - Memory; 121 - Operating system; 122 - Computer program; 130 - Power supply; 140 - Communication interface; 150 - Input / output interface; 160 - Communication bus; 200 - Pile body adjustment control device; 210 - Acquisition module; 220 - Processing module; 230 - Control module; 300 - Traction device; 310 - Traction rope; 320 - Driving mechanism; 400 - Pile body; 410 - Frost penetration section; 420 - Unfrosted section; 500 - Signal receiving end; 510 - Receiving port; 520 - Receiving end power supply; 600 - Signal transmitting end; 610 - Transmitting port; 620 - Transmitting end power supply; 700 - Pressure detection module; 710 - Pressure sensor; 720 - Stacked ring bearing seat; 730 - Compression-resistant pipe; 740 - Connecting rod; 800 - Control device. Detailed implementation manners

[0056] The embodiments of the present application will be described in detail below. Examples of the embodiments are shown in the accompanying drawings, where the same or similar reference numerals denote the same or similar elements or elements having the same or similar functions throughout. The embodiments described below by referring to the drawings are exemplary and are only used to explain the present application and should not be construed as a limitation to the present application.

[0057] It should be noted that when an element is referred to as being "fixed to" another element, it can be directly on the other element or there can also be an intermediate element. When an element is considered to be "connected" to another element, it can be directly connected to the other element or there may be an intermediate element at the same time. On the contrary, when an element is referred to as being "directly on" another element, there is no intermediate element. The terms "vertical", "horizontal", "left", "right" and similar expressions used herein are only for the purpose of illustration.

[0058] In the present application, unless otherwise clearly specified and defined, the terms "installed", "connected", "connected", "fixed" and other terms should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or integrated; it can be a mechanical connection or an electrical connection; it can be directly connected or indirectly connected through an intermediate medium, and it can be the communication inside two elements or the interaction relationship between two elements. For those of ordinary skill in the art, the specific meanings of the above terms in the present application can be understood according to specific situations.

[0059] In addition, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the quantity of the indicated technical features. Thus, features defined with "first" and "second" may explicitly or implicitly include one or more of such features. In the description of this application, "a plurality of" means two or more unless otherwise specifically defined.

[0060] Unless otherwise defined, all technical and scientific terms used herein have the same meaning as commonly understood by those of ordinary skill in the technical field to which this application belongs. The terms used in the description of the template herein are for the purpose of describing specific embodiments only and are not intended to limit this application. The term "and / or" used herein includes any and all combinations of one or more of the related listed items.

[0061] In the related art, there are often a large amount of permafrost and seasonal frozen soil in alpine and high-altitude regions. With the gradual expansion of the scale of engineering construction, the disturbance to permafrost is increasing, and the permafrost faces a huge risk of thawing. After the frozen soil is disturbed, uneven settlement will occur, and the uneven settlement generated in the roadbed will affect the base course of the road. The deformation of the base course will directly cause cracks in the road surface, forming diseases such as transverse cracks, longitudinal cracks, and road frost heaving, affecting the normal use of the highway. In the field of civil engineering, especially in multiple fields such as water conservancy projects, environmental science, and civil engineering, the pile foundation structure is an important part of supporting large structures. In cold regions, the pile foundation structure is often damaged due to frost heaving. Frost heaving refers to the freezing of water in the soil at low temperatures, causing the volume to expand, thereby generating a huge lateral pressure on the pile body, which easily leads to the inclination or displacement of the pile body. When the pile body is inclined or displaced, manual intervention is usually used for repair, and the repair efficiency is low. In addition, it is difficult to precisely control manual repair, and there are problems with poor repair effects.

[0062] As Figure 4 shown, to solve the above technical problems, an embodiment of this application provides a pile body adjustment control system, which is applied to the pile body adjustment control method described below. The pile body adjustment control system includes a plurality of traction devices 300 and an inclination monitoring device. The plurality of traction devices 300 are distributed circumferentially in the frozen depth section 410 of the pile body 400. The plurality of traction devices 300 are respectively connected to the corresponding sides on the top of the frozen depth section 410. The traction device 300 is used to laterally traction the corresponding side of the top of the frozen depth section 410; the inclination monitoring device is used to obtain the inclination of the pile body 400.

[0063] In these embodiments, the system aims to dynamically adjust the position of the pile body 400 through a plurality of traction devices 300 and an inclination monitoring device to cope with the influence brought by the frost heaving force. The pile body adjustment control system is composed of the following components:

[0064] First, multiple traction devices 300 are evenly distributed circumferentially on the frozen depth section 410 of the pile body 400 (i.e., the area in the soil where frost heaving occurs). Each traction device 300 is connected to the corresponding side at the top of the frozen depth section 410 of the pile body 400. Exemplarily, in this embodiment, the number of traction devices 300 is 4, and the 4 traction devices 300 are evenly distributed on the circumferential side of the pile body 400, that is, the circumferential side of the pile body 400 is divided into 4 parts, corresponding to the front, rear, left, and right sides of the pile body 400 respectively. Of course, in other embodiments, the number of traction devices 300 can also be 2, 3, 5, 6, etc.

[0065] Exemplarily, the connection method between the traction device 300 and the pile body 400 adopts a flexible connection or a hinged connection, so that the traction force exerted by the traction device 300 on the pile body 400 can adaptively change with the change of the position of the pile body 400.

[0066] When it is detected that the pile body 400 is displaced or tilted due to the frost heaving force, the multiple traction devices 300 can cooperate to apply a reverse lateral force to the pile body 400, thereby adjusting the position of the pile body 400 to restore it to an ideal state. It should be noted that the pile body 400 is divided into a frozen depth section 410 and an unfrozen depth section 420 in the vertical direction. In civil engineering and geology, especially in the foundation engineering construction in cold regions, "frozen depth area" and "unfrozen depth area" are two important concepts.

[0067] The frozen depth area refers to the area where water in the soil freezes to form ice crystals under winter or low-temperature conditions, resulting in the expansion of the soil volume. The depth of this area usually depends on factors such as local climate conditions, soil type, and water content. Since the volume of water increases after freezing, the soil in the frozen depth area will expand and generate lateral pressure. This expansion will cause huge lateral pressure on the pile body 400, which may lead to cracking, displacement, or even damage of the pile body 400. The depth of the frozen depth area changes with the seasons, reaching the maximum value in winter and may completely melt in summer. Among them, the part of the pile body 400 located in the frozen depth area is the frozen depth section 410.

[0068] The unfrozen depth area refers to the soil area located below the frozen depth area and not affected by freezing. The temperature here remains above 0°C, and the water in the soil does not freeze. Due to the absence of the influence of frost heaving, the soil in the unfrozen depth area is relatively more stable, and the supporting effect on the pile body 400 is relatively reliable. The unfrozen depth area usually has better bearing capacity and can effectively disperse the load transmitted by the pile foundation. Compared with the frozen depth area, the state of the unfrozen depth area is relatively constant and is not easily affected by seasonal changes. Among them, the part of the pile body 400 located in the unfrozen depth area is the unfrozen depth section 420.

[0069] Obviously, since the bottom of the pile body 400 is located in the unfrozen depth zone and the top of the pile body 400 is located in the frozen depth zone. Then the position of the bottom of the pile body 400 will be relatively stable, and the position of the pile body 400 can be corrected by laterally pulling the top of the pile body 400. Exemplarily, the traction device 300 on the side opposite to the deflection direction of the pile body 400 is the main traction device 300, and the other traction devices 300 are auxiliary traction devices 300, thereby realizing the adjustment of the attitude and position of the pile body 400.

[0070] Furthermore, when the pile body 400 sinks, by simultaneously pulling the top of the pile body 400 with multiple traction devices 300, the purpose of lifting the pile body 400 upward can be achieved.

[0071] Secondly, the inclination monitoring device is used to obtain the inclination information of the pile body 400 in real time. The inclination data will be transmitted to the control device 800 as the basis for judging whether to start the traction device 300 and how to adjust the traction force. Exemplarily, the inclination monitoring device can be an electronic inclination sensor, a fiber Bragg grating sensor, a laser rangefinder, etc.

[0072] That is to say, the inclination monitoring device continuously monitors the inclination of the pile body 400 and sends the data to the control device 800. The control system analyzes according to the received inclination data to judge whether the current state of the pile body 400 deviates from the preset safety range.

[0073] If it is found that the pile body 400 has abnormal inclination or displacement, the control system will automatically activate or manually control the corresponding traction device 300 according to the specific inclination direction and degree, and apply an accurate lateral force to the pile body 400 to correct its position.

[0074] Of course, during the adjustment process, the inclination monitoring device continues to monitor the state change of the pile body 400 and feeds back the new data to the control device 800 to further fine-tune the working parameters of the traction device 300 to ensure that the pile body 400 can be smoothly restored to the required position.

[0075] Therefore, through precise inclination monitoring and control of the traction device 300, the position and attitude of the pile body 400 can be discovered and adjusted in a timely and effective manner, preventing displacement or damage of the pile body 400 caused by frost heaving force. And the entire adjustment process is coordinated with multiple traction devices 300 through real-time monitoring, greatly improving the response speed and working efficiency. At the same time, the frequent maintenance requirements caused by frost heaving are reduced, and the long-term operation cost is lowered.

[0076] Such as Figure 4 and Figure 6As shown, in some embodiments, the pile body adjustment control system further includes a control device 800. The control device 800 is electrically connected to a plurality of traction devices 300 and an inclination monitoring device respectively. The control device 800 is used to control the operation of the plurality of traction devices 300 so that the inclination of the pile body 400 meets the standard of a preset safety threshold.

[0077] In these embodiments, the pile body adjustment control system realizes the coordinated management of a plurality of traction devices 300 and an inclination monitoring device through the integrated control device 800. This system design can realize the functions of automatic monitoring and adjustment, ensuring that the pile body 400 can be kept within a safe range when affected by frost heaving force.

[0078] The control device 800 is the core of the whole system, responsible for receiving data from the inclination monitoring device and controlling the actions of the plurality of traction devices 300 according to these data. The control device 800 is electrically connected to the plurality of traction devices 300 and the inclination monitoring device respectively, forming a closed-loop control system.

[0079] The inclination monitoring device continuously monitors the inclination of the pile body 400 and sends the real-time data to the control device 800. After receiving the inclination data, the control device 800 performs analysis and processing. Compare the current inclination with the preset safety threshold, such as ±0.5°, to judge whether it is necessary to start the traction device 300 for adjustment.

[0080] If the inclination exceeds the preset safety range, the control device 800 will calculate the required traction force and direction of each traction device 300 according to the specific direction and degree of the inclination.

[0081] The control device 800 issues an instruction to activate the corresponding traction device 300, applying an accurate lateral force to correct the inclination of the pile body 400. During the operation of the traction device 300, the inclination monitoring device continues to monitor the state change of the pile body 400 and feeds back the new data to the control device 800. The control device 800 further fine-tunes the working parameters of the traction device 300 according to the feedback data to ensure that the pile body 400 can be smoothly restored to the ideal position.

[0082] Obviously, the whole adjustment process does not require manual intervention, realizing the full-automatic operation from monitoring to adjustment, improving the response speed and work efficiency. The control device 800 can accurately calculate and adjust the working parameters of the traction device 300 according to the inclination data, ensuring that the inclination of the pile body 400 is always within the safe range.

[0083] Moreover, the inclination monitoring device provides real-time data, enabling the system to detect and handle potential problems in a timely manner, thus avoiding structural damage caused by delays. The system can be flexibly expanded according to actual needs by adding more sensors or traction devices 300 to adapt to different engineering scenarios and complex conditions.

[0084] Exemplarily, multiple inclination monitoring devices are installed at key positions of the pile body 400 to ensure comprehensive coverage of all directions of the pile body 400. Multiple traction devices 300 are evenly arranged circumferentially in the frozen depth section 410 of the pile body 400 to ensure that they can effectively apply lateral force to the pile body 400.

[0085] After the system is put into operation, the control device 800 continuously receives inclination data and automatically adjusts the working state of the traction device 300 according to the preset safety threshold. Regularly check the working state of the system to ensure that all equipment is operating normally and promptly handle possible problems.

[0086] Exemplarily, the control device 800 can be selected from programmable logic controllers, embedded control systems, industrial computers, dedicated controllers, and so on.

[0087] As Figure 6 shown, in some embodiments, the traction device 300 includes a traction rope 310 and a driving mechanism 320. One end of the traction rope 310 is connected to the driving mechanism 320, and the other end of the traction rope 310 is connected to the corresponding side on the top of the frozen depth section 410 of the pile body 400. The driving mechanism 320 is used to adjust the traction force exerted by the traction rope 310 on the pile body 400.

[0088] In these embodiments, the design of the traction device 300 includes a traction rope 310 and a driving mechanism 320 for precisely adjusting the traction force exerted on the pile body 400, which can effectively cope with the influence of frost heaving force on the pile foundation structure and ensure the stability and safety of the pile body 400 in cold regions.

[0089] The traction rope 310 is made of high-strength and corrosion-resistant materials such as steel wire ropes or synthetic fiber ropes (such as aramid fibers) to ensure its durability and reliability in harsh environments. One end of the traction rope 310 is connected to the driving mechanism 320, and the other end is fixed to the corresponding side on the top of the frozen depth section 410 of the pile body 400. For example, a firm connection can be achieved through bolts, clamps, or other fasteners.

[0090] There are various types of driving mechanisms 320 to choose from, such as motor drive: using a servo motor or a stepper motor to adjust the tension of the traction rope 310 through a gear or pulley system. By changing the speed and direction of the motor, the magnitude and direction of the traction force can be precisely controlled.

[0091] Alternatively, hydraulic drive: A hydraulic cylinder is used to provide a powerful traction force, and the magnitude of the traction force is precisely adjusted through a hydraulic control system. The hydraulic control system can accurately adjust the pressure of the hydraulic oil according to the instructions of the control device 800, thereby achieving precise control of the traction force.

[0092] Or, pneumatic drive: Suitable for scenarios that require quick response, the traction force is adjusted through a pneumatic cylinder. The pneumatic control system can adjust the pressure of the compressed air according to the instructions of the control device 800 to achieve rapid adjustment of the traction force.

[0093] Of course, a winding machine can also be used to wind and unwind the traction rope 310 to adjust the traction force.

[0094] It should be noted that the drive mechanism 320 is electrically connected to the control device 800, receives instructions from the control device 800, and adjusts the tension of the traction rope 310 according to actual requirements.

[0095] If it is detected that the inclination of the pile body 400 exceeds the safe range, the control device 800 will calculate the required traction force and direction for each traction device 300. The control device 800 sends instructions to the corresponding drive mechanism 320 to start the drive mechanism 320 and adjust the tension of the traction rope 310.

[0096] Furthermore, the traction rope 310 and the drive mechanism 320 adopt a modular design, which is convenient for installation and maintenance. Regular inspection and maintenance can ensure the long-term stable operation of the system.

[0097] As Figure 4 shown, in some embodiments, the inclination monitoring device is set as a Beidou positioning device. The Beidou positioning device has a signal transmitting end 600 and a signal receiving end 500. The signal transmitting end 600 is arranged at the top of the pile body 400, and the signal receiving end 500 is arranged at the bottom of the pile body 400.

[0098] In these embodiments, the inclination monitoring device can use the Beidou positioning device (BeiDou Navigation Satellite System, BDS) to accurately monitor the inclination of the pile body 400. Utilizing the high-precision positioning ability of the Beidou satellite navigation system, through the collaborative work of the signal transmitting end 600 and the receiving end, the attitude change of the pile body 400 is monitored in real time.

[0099] The signal transmitting end 600 is arranged at the top of the pile body 400 to ensure that it can vertically transmit signal waves downward. The signal transmitting end 600 will send high-precision position signals regularly or continuously, and these signals contain the current spatial coordinate information of the transmitting end.

[0100] The signal receiving end 500 is set at the bottom of the pile body 400 and is used to capture the signal transmitted from the top transmitting end. The receiving end will receive the signal from the transmitting end and calculate the relative position relationship between the transmitting end and the receiving end by analyzing parameters such as the time difference and phase difference of the signal.

[0101] When the pile body 400 is in a normal state, the relative position between the signal transmitting end 600 and the receiving end is fixed. If the pile body 400 tilts or displaces, this relative position relationship will change. The signal receiving end 500 continuously records the received signal data and transmits this data to the control device 800 for processing.

[0102] Based on the received signal data, the control device 800 calculates the relative position change between the transmitting end and the receiving end through the high-precision positioning algorithm provided by the Beidou satellite system. Further analyzing these position change data, it determines the tilt angle and direction of the pile body 400. For example, the tilt degree can be deduced by comparing the coordinate differences at different time points.

[0103] The control device 800 compares the calculated tilt degree with a preset safety threshold to determine whether it is necessary to activate the traction device 300 for adjustment. If the tilt degree exceeds the safety range, the control device 800 sends an instruction to the corresponding drive mechanism 320 to activate the traction device 300 and adjust the tension of the traction rope 310 to correct the tilt of the pile body 400.

[0104] Similarly, during the operation of the traction device 300, the Beidou positioning device continues to monitor the state change of the pile body 400 and feeds back the new data to the control device 800. The control device 800 further fine-tunes the working parameters of the traction device 300 according to the feedback data to ensure that the pile body 400 can smoothly return to the ideal position.

[0105] Exemplarily, as Figure 8 shown, the signal receiving end 500 has a fixing rivet, a receiving port 510, a receiving end power supply 520, and a fixing pile. The fixing rivet is used to firmly fix the receiving end at the bottom of the pile body 400. The fixing rivet is usually made of high-strength metal material to ensure that it can withstand long-term environmental stress and mechanical load. The fixing rivet is firmly installed on the pile body 400 by drilling or welding to ensure that the receiving end will not loosen or displace during the entire service life.

[0106] The receiving port 510 is responsible for receiving the signal wave from the signal transmitter 600 and transmitting it to the internal processing unit for parsing. The receiving port 510 usually adopts a high-sensitivity antenna design to ensure the accuracy and stability of signal reception. It is connected to the control device 800 through a cable, which is suitable for scenarios that require high data transmission rates and stability. Alternatively, a wireless communication module such as Wi-Fi, LoRa, etc. can be used, which is suitable for scenarios that require flexible wiring or remote monitoring.

[0107] The receiving-end power supply 520 provides the necessary power support for the receiving end. Since the receiving end usually needs to run for a long time, the selection and management of the power supply 130 are very important. A large-capacity lithium battery or a solar panel combined with an energy storage device is selected to ensure stable power supply for a long time.

[0108] The fixing pile further enhances the stability of the receiving end and prevents it from being displaced or damaged due to external factors (such as vibration, impact, etc.). The fixing pile is usually used in conjunction with fixing rivets to form a double guarantee. A corrosion-resistant and high-strength metal material (such as stainless steel or galvanized steel) is selected to ensure its good performance even in harsh environments.

[0109] As Figure 7 shown, the signal transmitter 600 has a transmitter power supply 620, a transmitting port 610, and fixing rivets. The transmitter power supply 620 provides the necessary power support for the signal transmitter 600. Since the signal transmitter 600 usually needs to run for a long time, the selection and management of the power supply 130 are very important.

[0110] The transmitting port 610 is responsible for sending high-precision position signal waves, which contain the current spatial coordinate information of the transmitter. The receiving end calculates the relative position relationship between the transmitter and the receiving end based on the received signals.

[0111] The fixing rivets are used to firmly fix the signal transmitter 600 on the top of the pile body 400 to ensure that it can vertically transmit signal waves downward. The fixing rivets are usually made of high-strength metal materials to ensure that they can withstand long-term environmental stresses and mechanical loads. The fixing rivets are firmly installed on the pile body 400 by drilling or welding to ensure that the transmitter does not loosen or shift during the entire service life.

[0112] As Figure 4 and Figure 5As shown, in some embodiments, the pile body adjustment control system further includes N pressure detection modules 700. The N pressure detection modules 700 are arranged at intervals in the height direction of the pile body 400, and satisfy: N≥1, and N is a positive integer; wherein, the pressure detection module 700 includes a plurality of pressure sensors 710, and the plurality of pressure sensors 710 are evenly distributed on the circumferential side of the pile body 400, and the pressure sensor 710 is used to obtain the frost heaving force acting on the corresponding side of the pile body 400.

[0113] In these embodiments, in order to more comprehensively monitor the frost heaving force received by the pile body 400, the pile body adjustment control system may include a plurality of pressure detection modules 700. These pressure detection modules 700 are arranged at intervals in the height direction of the pile body 400. The pressure detection module 700 is equipped with a plurality of pressure sensors 710 to obtain the frost heaving force acting on each side of the pile body 400. The pile body adjustment control system includes N pressure detection modules 700, where N≥1 and is a positive integer. Generally, the choice of N depends on the height of the pile body 400 and the specific area to be monitored.

[0114] These pressure detection modules 700 are arranged at intervals in the height direction of the pile body 400 to ensure that the key areas of the entire pile body 400 can be covered, especially the parts that are easily affected by frost heaving.

[0115] Exemplarily, in this embodiment, pressure detection modules 700 are distributed and arranged in the frost depth section 410. Of course, in other embodiments, pressure detection modules 700 are arranged in both the frost depth section 410 and the non-frost depth section 420. Among them, by arranging the pressure detection module 700 in the non-frost depth section 420, it is possible to determine whether the non-frost depth section 420 is offset, tilted, etc., providing a basis for subsequent adjustment of the pile body 400.

[0116] Each pressure detection module 700 includes a plurality of pressure sensors 710. These pressure sensors 710 are evenly distributed around the pile body 400 to ensure that the frost heaving force on each side of the pile body 400 can be monitored in all directions. Exemplarily, the pressure sensor 710 can be firmly installed on the pile body 400 by bolts, clamps or other fixing methods to ensure that it can accurately sense and record the pressure change acting on the pile body 400.

[0117] Exemplarily, the pressure sensor 710 can be a strain gauge type pressure sensor 710, a piezoelectric type pressure sensor 710, a capacitive type pressure sensor 710 or a hydraulic type pressure sensor 710, etc.

[0118] Each pressure sensor 710 continuously monitors the frost heaving force acting on the corresponding side of the pile body 400 and transmits the data to the control device 800. Since the pressure sensors 710 are evenly distributed on the circumferential side of the pile body 400, omnidirectional pressure data can be obtained to form a complete pressure distribution map. The control device 800 processes the received pressure data, analyzes the pressure distribution at different heights and orientations, and identifies whether there is a locally excessive frost heaving force. Combining with the data of the inclination monitoring device, it further analyzes the influence of the frost heaving force on the inclination of the pile body 400 to determine whether it is necessary to activate the traction device 300 for adjustment. The control device 800 compares the calculated pressure value with a preset safety threshold to determine whether there is abnormal pressure. If the pressure at a certain or certain positions exceeds the safety range, the control device 800 sends an instruction to the corresponding drive mechanism 320 to activate the traction device 300 and adjust the tension of the traction rope 310 to correct the inclination or displacement of the pile body 400. During the operation of the traction device 300, the pressure detection module 700 continues to monitor the state change of the pile body 400 and feeds back the new data to the control device 800. The control device 800 further fine-tunes the working parameters of the traction device 300 according to the feedback data to ensure that the pile body 400 can be smoothly restored to the required position.

[0119] It should be noted that through the evenly distributed design of multiple pressure sensors 710, comprehensive monitoring of the frost heaving force on each side of the pile body 400 can be achieved, avoiding problems caused by insufficient local monitoring. Combining with the high-precision inclination data provided by the Beidou positioning device, the influence of the frost heaving force on the pile body 400 can be analyzed more accurately, improving the overall accuracy of the system. The data acquisition and processing process are carried out in real time to ensure that the system can discover and handle potential problems in the first time, improving the response speed.

[0120] Exemplarily, at appropriate positions in the height direction of the pile body 400, N pressure detection modules 700 are installed. For example, one module can be installed every certain height (such as every 2 meters) to ensure coverage of the key areas of the entire pile body 400. Each pressure detection module 700 includes multiple pressure sensors 710, which are evenly distributed around the pile body 400. It can be firmly installed on the pile body 400 through bolts or fixtures.

[0121] Winter monitoring: In the cold season, the water in the soil freezes and expands, generating frost heaving force. Through the pressure detection module 700, the change of the frost heaving force on each side of the pile body 400 can be monitored in real time, and measures can be taken in time to prevent the pile body 400 from being damaged.

[0122] Long-term monitoring: During the long-term use process, regularly analyze the change trend of the pressure data, evaluate the health status of the pile foundation structure, and provide a scientific basis for subsequent maintenance.

[0123] Emergency response: When the pressure at a certain part is suddenly increased, the system can immediately issue an alarm and activate the traction device 300 for adjustment to avoid serious damage to the pile body 400.

[0124] As Figure 5 shown, in some embodiments, the pressure detection module 700 further includes a plurality of stacked ring bearing seats 720. The stacked ring bearing seats 720 are located in the inner hole of the pile body 400, and each pressure sensor 710 is individually connected to a stacked ring bearing seat 720. Among them, adjacent stacked ring bearing seats 720 are connected by a compression-resistant pipe 730, and the connection cables between the plurality of pressure sensors 710 are arranged inside the compression-resistant pipe 730.

[0125] The pile body adjustment control system further includes a plurality of connecting rods 740. The connecting rods 740 extend along the height direction of the pile body 400, and among the plurality of stacked ring bearing seats 720 of each pressure detection module 700, at least one stacked ring bearing seat 720 is located on the extension path of the connecting rod 740. The connecting rod 740 passes through the mounting hole on the corresponding stacked ring bearing seat 720, and the connecting rod 740 and the mounting hole are fitted.

[0126] In these embodiments, in order to more accurately monitor the frost heaving force on the pile body 400 and ensure the stability and reliability of the system, the pressure detection module 700 may include a plurality of stacked ring bearing seats 720, compression-resistant pipes 730, and connecting rods 740. These components work together to provide more accurate pressure data and enhance the structural stability of the entire system.

[0127] The stacked ring bearing seat 720 is located in the inner hole of the pile body 400, which is used to fix the pressure sensor 710 and transfer and disperse the pressure through its structure. Each pressure sensor 710 is individually connected to a stacked ring bearing seat 720. Exemplarily, the stacked ring bearing seat 720 is made of a high-strength and corrosion-resistant metal material (such as stainless steel) to ensure its reliability and durability during long-term use.

[0128] Adjacent stacked ring bearing seats 720 are connected by a compression-resistant pipe 730, which plays a role in support and protection. The compression-resistant pipe 730 not only enhances the overall rigidity of the system but also provides a safe passage for the connection cables. Exemplarily, the compression-resistant pipe 730 is usually made of a high-strength plastic or metal material and has good compression resistance and durability.

[0129] The connecting rod 740 extends along the height direction of the pile body 400 and is used to enhance the overall structural stability of the system. Among the multiple stacked ring bearing seats 720 of each pressure detection module 700, at least one stacked ring bearing seat 720 is located on the extension path of the connecting rod 740. The connecting rod 740 passes through the mounting holes on the corresponding stacked ring bearing seat 720 and is fitted with the mounting holes. Exemplarily, the connecting rod 740 is made of high-strength steel or other high-rigidity materials to ensure that it can withstand large mechanical loads. Optionally, two connecting rods 740 are connected to each stacked ring bearing seat 720 to prevent torsion.

[0130] Select appropriate positions in the inner hole of the pile body 400 and install multiple stacked ring bearing seats 720. Each stacked ring bearing seat 720 needs to be firmly fixed on the pile body 400 to ensure that it can accurately transmit and disperse pressure. Each pressure sensor 710 is connected to the corresponding stacked ring bearing seat 720 by bolts or other fixing means to ensure that the sensor can accurately sense the pressure changes on each side of the pile body 400. It should be noted that the pressure sensor 710 is located on the outside of the pile body 400, so that the frost heaving force can be directly obtained.

[0131] The adjacent stacked ring bearing seats 720 are connected by a compressive pipe 730. The compressive pipe 730 not only needs to play a supporting role, but also needs to provide protection for the connecting cable to prevent it from being affected by the external environment. The connecting cable passes through the compressive pipe 730 to ensure the stability and security of signal transmission. Optionally, the compressive pipe 730 is a corrugated compressive pipe 730 or a PVC pipe.

[0132] A plurality of connecting rods 740 are arranged along the height direction of the pile body 400 to ensure that they can pass through the mounting holes on the stacked ring bearing seat 720 at key positions of each pressure detection module 700 and be fitted with the mounting holes. The arrangement of the connecting rods 740 needs to consider the overall structure and stress conditions of the pile body 400 to ensure that it can effectively enhance the structural stability of the system.

[0133] Each pressure sensor 710 continuously monitors the frost heaving force acting on the corresponding side of the pile body 400 and transmits the data to the control device 800 through the connecting cable. The connecting cable passes through the compressive pipe 730 to ensure the security and stability of signal transmission.

[0134] As Figure 4 shown, in some embodiments, the pile body 400 is divided into multiple structural segments, and each structural segment is distributed with a pressure detection module 700. Exemplarily, 5 pressure detection modules 700 are equally spaced in the height direction of each structural segment. Of course, in other embodiments, the number of pressure detection modules 700 on each structural segment can also be set to 3, 4, 6, 7, etc.

[0135] Optionally, during construction, the pile body 400 is formed by pouring concrete. Since the length of the pile body 400 is relatively large, a segmented pouring method is adopted, thereby forming multiple structural segments. Furthermore, during actual installation, an installation hole can also be reserved to facilitate the installation of the pressure sensor 710 after pouring.

[0136] As Figure 1 shown, in some embodiments, the present application further provides a pile body adjustment control method, and the pile body adjustment control method includes the following steps:

[0137] S100: Obtain the inclination parameter of the pile body 400; wherein, the pile body 400 has a frozen depth section 410 and an unfrozen depth section 420, the frozen depth section 410 is located in the frozen depth area of the frozen soil region, and the unfrozen depth section 420 is located in the unfrozen area of the frozen soil region.

[0138] In these embodiments, an inclination monitoring device is installed: an inclination monitoring device is installed at a key position (such as the top or middle) of the pile body 400, such as a Beidou positioning device or other high-precision sensors. The inclination monitoring device obtains the inclination parameter of the pile body 400 in real time, including information such as the inclination angle and direction. The collected inclination parameter is transmitted to the control device 800 for further processing.

[0139] Exemplarily: A signal transmitter 600 of the Beidou positioning device is installed at the top of the pile body 400, and a signal receiver 500 is installed at the bottom to monitor the attitude change of the pile body 400 in real time. The inclination parameter is transmitted to the control device 800 by wired or wireless means.

[0140] S200: Compare the inclination parameter with a preset safety threshold to obtain a comparison result; and based on the comparison result, determine the working operation mode corresponding to the pile body adjustment control system, and generate an operation instruction of the pile body adjustment control system based on the working operation mode; wherein, the pile body adjustment control system has a plurality of traction devices 300, the plurality of traction devices 300 are distributed in the circumferential direction of the frozen depth section 410, the plurality of traction devices 300 are respectively connected to the corresponding sides on the top of the frozen depth section 410, and the traction device 300 is used for laterally pulling the corresponding side of the top of the frozen depth section 410.

[0141] In these embodiments, the inclination parameter is compared with a preset safety threshold to obtain a comparison result. Set the safety threshold: According to the engineering design requirements and actual application scenarios, set the safety threshold for the inclination of the pile body 400 (for example, ±0.5°). The control device 800 compares the received inclination parameter with the preset safety threshold to determine whether the current inclination of the pile body 400 exceeds the safety range. According to the comparison result, determine the working operation mode of the pile body adjustment control system. If the inclination is within the safety range, maintain the monitoring state; if it exceeds the safety range, start the corresponding adjustment mode.

[0142] Exemplary: The control device 800 compares the inclination angle with the preset safety threshold. If the inclination angle exceeds ±0.5°, the adjustment mode is triggered. According to the direction and degree of the inclination, determine which traction devices 300 need to be started and the corresponding traction force magnitude and direction.

[0143] S300: Based on the operation instruction, control the operation of the multiple traction devices 300 of the pile body adjustment control system so that the inclination parameter meets the standard of the preset safety threshold.

[0144] In these embodiments, based on the operation instruction, control the operation of the multiple traction devices 300. Generate the operation instruction: According to the comparison result and the working operation mode, generate a specific operation instruction. These instructions will indicate how the traction devices 300 should act to correct the inclination of the pile body 400. The control device 800 sends the operation instruction to the multiple traction devices 300 to drive them to make adjustments in a predetermined manner until the inclination parameter of the pile body 400 meets the standard of the preset safety threshold. During the adjustment process, continuously monitor the inclination parameter of the pile body 400 and further optimize the adjustment strategy according to the new data to ensure that the pile body 400 is restored to the required position.

[0145] Exemplary: The control device 800 calculates the required traction force and direction for each traction device 300 according to the inclination direction and degree, and issues corresponding instructions. The traction devices 300 apply lateral forces through motors, hydraulic cylinders or pneumatic cylinders, etc., to adjust the position of the pile body 400. The inclination monitoring device continues to monitor the state change of the pile body 400 and feeds back the new data to the control device 800 for further fine-tuning.

[0146] Obviously, the present application has a high degree of automation. The entire adjustment process does not require manual intervention, realizing fully automated operation from monitoring to adjustment, improving the response speed and work efficiency. Moreover, the control device 800 can accurately calculate and adjust the working parameters of the traction devices 300 according to the inclination data to ensure that the inclination of the pile body 400 is always within the safety range. Furthermore, the inclination monitoring device provides real-time data, enabling the system to discover and handle potential problems in the first time, avoiding structural damage caused by delays.

[0147] In some embodiments, according to the comparison result, determining the working operation mode corresponding to the pile body adjustment control system, and generating the operation instruction based on the working operation mode includes:

[0148] Based on the comparison result, determining the corresponding target attitude category among multiple preset attitude categories of the pile body 400;

[0149] Obtaining the mode correspondence corresponding to the pile body adjustment control system, where the mode correspondence is used to represent the correspondence between the preset attitude category and the working operation mode;

[0150] Based on the mode correspondence corresponding to the pile body adjustment control system and the target attitude category, determining the working operation mode corresponding to the pile body adjustment control system, and generating the operation instruction based on the working operation mode.

[0151] In these embodiments, the pile body adjustment control method determines the current attitude of the pile body 400 by comparing the inclination parameter with the preset safety threshold, and generates the corresponding operation instruction according to the preset attitude category and mode correspondence. This method can achieve accurate classification and automatic adjustment of the attitude of the pile body 400, ensuring the safety and stability of the pile foundation structure.

[0152] Setting the safety threshold: According to the engineering design requirements and actual application scenarios, setting the safety threshold of the inclination of the pile body 400, such as ±0.5°. The control device 800 compares the received inclination parameter with the preset safety threshold to determine whether the inclination of the current pile body 400 exceeds the safety range. Based on the comparison result, determining the working operation mode and generating the operation instruction.

[0153] Defining the preset attitude category: According to different inclination degrees and directions, pre-defining multiple attitude categories. For example:

[0154] Normal state: The inclination degree is within the safety range, such as within ±0.5°.

[0155] Slight inclination: The inclination degree exceeds the safety range but does not reach the serious level, such as ±0.5° to ±1°.

[0156] Serious inclination: The inclination degree exceeds the serious threshold, such as greater than ±1°.

[0157] Determining the target attitude category: According to the comparison result, classifying the inclination situation of the current pile body 400 into one of the preset attitude categories. For example, if the inclination degree is ±0.8°, it is classified as "slight inclination".

[0158] Define the mode correspondence: Establish the correspondence between the preset posture categories and the working operation modes. For example: Normal state: Maintain the monitoring state, and there is no need to start the traction device 300. Slight inclination: Start some of the traction devices 300 and apply a small lateral force for fine adjustment. Severe inclination: Start all the traction devices 300 and apply a large lateral force for comprehensive adjustment.

[0159] Obtain the mode correspondence: Obtain the correspondence between these preset posture categories and the working operation modes from the system's database or configuration file.

[0160] Determine the working operation mode: According to the target posture category and the mode correspondence, determine the working operation mode to be adopted currently. For example, if the target posture category is "slight inclination", then select the working operation mode of "starting some of the traction devices 300".

[0161] Generate operation instructions: Generate specific operation instructions according to the determined working operation mode. These instructions will indicate how the traction device 300 should act to correct the inclination of the pile body 400. For example, for the case of "slight inclination", generate the following instructions: Start some of the traction devices 300 on the circumferential direction of the frozen depth section 410 of the pile body 400. Adjust the traction force magnitude and direction of these traction devices 300 to gradually restore the pile body 400 to the required position.

[0162] In some embodiments, the pile body adjustment control method further includes: Obtain the frost heaving forces at multiple first detection points on the circumferential side of the frozen depth section 410, and use multiple traction devices 300 to tow the pile body 400 so that the difference in frost heaving forces between any two of the multiple first detection points is within a preset safety difference.

[0163] In these embodiments, the pile body adjustment control method not only includes obtaining the inclination parameters of the pile body 400 and adjusting the traction device 300 to correct the inclination, but also includes monitoring the frost heaving forces at multiple first detection points on the circumferential side of the frozen depth section 410, and adjusting the difference in frost heaving forces between these points through the traction device 300 to make it within a preset safe range. This method can more comprehensively ensure the safety and stability of the pile foundation structure.

[0164] Obtain the frost heaving forces at multiple first detection points on the circumferential side of the frozen depth section 410. Install pressure sensors 710: Uniformly arrange multiple pressure sensors 710, i.e., the first detection points, on the circumferential side of the frozen depth section 410 of the pile body 400 for monitoring the frost heaving forces at each point. Each pressure sensor 710 continuously monitors the frost heaving force acting on the corresponding point and transmits the data to the control device 800. The control device 800 processes the received pressure data and analyzes the difference in frost heaving forces between different points.

[0165] The pile body 400 is towed by multiple towing devices 300, so that the difference in frost heaving force between any two of the multiple first detection points is within a preset safety difference.

[0166] It should be noted that according to the engineering design requirements and actual application scenarios, the safety range of the difference in frost heaving force between different detection points is set (for example, not exceeding ±0.5 MPa). The control device 800 compares the frost heaving force data of each detection point and calculates the difference in frost heaving force between any two detection points. If the difference in frost heaving force between a certain or certain detection points exceeds the safety range, the control device 800 will determine which towing devices 300 need to be activated and the corresponding traction force magnitude and direction according to the specific situation, so as to reduce the difference in frost heaving force between these points.

[0167] According to the determined adjustment strategy, specific operation instructions are generated and sent to the corresponding towing devices 300 to drive them to make adjustments until the difference in frost heaving force between all detection points is within the preset safety range.

[0168] Exemplarily, after the system is put into operation, the control device 800 continuously receives the inclination data and frost heaving force data, and automatically adjusts the working state of the towing devices 300 according to the preset safety threshold and safety difference.

[0169] The control device 800 first compares the inclination angle with the preset safety threshold. If the inclination angle is ±0.8°, it is classified as "slightly inclined", and some of the towing devices 300 are activated for fine adjustment.

[0170] At the same time, the control device 800 compares the frost heaving force data of each detection point and calculates the difference in frost heaving force between any two detection points. If it is found that the difference in frost heaving force between two certain detection points exceeds ±0.5 MPa, corresponding operation instructions are generated to instruct the relevant towing devices 300 to start, and the magnitude and direction of the traction force are adjusted to reduce the difference in frost heaving force between these points. The towing devices 300 apply a lateral force through methods such as electric motors, hydraulic cylinders or pneumatic cylinders to adjust the position of the pile body 400. The inclination monitoring device and the pressure sensor 710 continue to monitor the state change of the pile body 400 and feed the new data back to the control device 800 for further fine adjustment.

[0171] Exemplarily, initial state monitoring: The inclination monitoring device reports that the inclination of the pile body 400 is ±0.8°, belonging to the "slightly inclined" category. The pressure sensor 710 reports that the frost heaving forces at multiple detection points are 1.2 MPa at point A, 1.7 MPa at point B, and 1.3 MPa at point C. Generation of adjustment instructions: According to the inclination, the adjustment strategy corresponding to "slightly inclined" is to activate some of the towing devices 300 for fine adjustment.

[0172] According to the frost heaving force difference, the frost heaving force difference between point A and point B is 0.5 MPa, exceeding the preset safety difference (±0.5 MPa). Therefore, an operation instruction is generated to instruct the relevant traction device 300 to start and adjust the magnitude and direction of the traction force to reduce the frost heaving force difference between point A and point B.

[0173] Execute the adjustment operation: Start the traction device 300 located between point A and point B, apply an appropriate lateral force to gradually balance the frost heaving force between point A and point B. Continuously monitor the state change of the pile body 400 until the inclination angle returns to the safe range and the frost heaving force difference between all detection points is also within the preset safe range.

[0174] In some embodiments, based on the operation instruction, control the operation of multiple traction devices 300 of the pile body adjustment control system, including:

[0175] The traction device 300 includes a traction rope 310, and the traction rope 310 is connected to the corresponding side on the top of the frost penetration section 410. The traction rope 310 is used to laterally traction the top of the frost penetration section 410;

[0176] In response to the operation instruction, control the traction force of the corresponding traction rope 310 of each traction device 300 to be at the corresponding target value.

[0177] In these embodiments, the specific steps of controlling the operation of multiple traction devices 300 of the pile body adjustment control system based on the operation instruction include applying a lateral traction force to the top of the frost penetration section 410 through the traction rope 310. Each traction device 300 precisely adjusts the traction force of its traction rope 310 according to the operation instruction to ensure that the inclination angle of the pile body 400 returns to the safe range. The traction device 300 includes the following main components:

[0178] Traction rope 310: Made of high-strength and corrosion-resistant materials (such as steel wire rope or synthetic fiber rope), one end is connected to the driving mechanism 320, and the other end is fixed to the corresponding side on the top of the frost penetration section 410 of the pile body 400.

[0179] Driving mechanism 320: Responsible for adjusting the tension and traction force of the traction rope 310. Common types of driving mechanisms 320 include motor drive, hydraulic drive, and pneumatic drive, etc.

[0180] The steps of controlling the traction force of the traction rope 310 in response to the operation instruction are as follows: The control device 800 generates operation instructions according to the comparison result and sends these instructions to each traction device 300. After each traction device 300 receives the operation instruction, it parses the target traction force value contained therein. For example, the target traction force of a certain traction device 300 is 500 Newtons. The drive mechanism 320 adjusts the tension of the traction rope 310 according to the target traction force value to make it reach the predetermined target value.

[0181] Exemplary:

[0182] Scenario 1: Slight inclination (±0.8°)

[0183] The inclination monitoring device continuously obtains the inclination angle of the pile body 400 as ±0.8° and classifies it as "slight inclination". The control device 800 determines the working operation mode to be adopted currently as "start some traction devices 300" according to the mode correspondence relationship. Generate specific operation instructions, for example: "Start traction devices A and B 300, and adjust the traction forces to 300 Newtons and 400 Newtons respectively". After the A traction device 300 receives the operation instruction, the drive mechanism 320 adjusts the tension of the traction rope 310 according to the target traction force of 300 Newtons to make it reach 300 Newtons. After the B traction device 300 receives the operation instruction, the drive mechanism 320 adjusts the tension of the traction rope 310 according to the target traction force of 400 Newtons to make it reach 400 Newtons. The traction rope 310 exerts a lateral force on the top of the frozen depth section 410 of the pile body 400, gradually correcting the inclination of the pile body 400.

[0184] Scenario 2: Severe inclination (±1.2°)

[0185] The inclination monitoring device continuously obtains the inclination angle of the pile body 400 as ±1.2° and classifies it as "severe inclination". The control device 800 determines the working operation mode to be adopted currently as "start all traction devices 300" according to the mode correspondence relationship. Generate specific operation instructions, for example: "Start traction devices A, B, C, and D 300, and adjust the traction forces to 600 Newtons, 700 Newtons, 500 Newtons, and 800 Newtons respectively".

[0186] After the traction device 300 receives the operation instruction, the driving mechanism 320 adjusts the tension of the traction rope 310 according to the target traction force of 600 Newtons to make it reach 600 Newtons. After the traction device 300 receives the operation instruction, the driving mechanism 320 adjusts the tension of the traction rope 310 according to the target traction force of 700 Newtons to make it reach 700 Newtons. After the traction device 300 receives the operation instruction, the driving mechanism 320 adjusts the tension of the traction rope 310 according to the target traction force of 500 Newtons to make it reach 500 Newtons. After the traction device 300 receives the operation instruction, the driving mechanism 320 adjusts the tension of the traction rope 310 according to the target traction force of 800 Newtons to make it reach 800 Newtons. The traction rope 310 exerts a large lateral force on the top of the frozen depth section 410 of the pile body 400 to comprehensively correct the inclination of the pile body 400.

[0187] In some embodiments, in response to the operation instruction, the traction forces of the corresponding traction ropes 310 are respectively controlled by a plurality of traction devices 300 to be at corresponding target values, including:

[0188] Based on the operation instruction, determine the target value of the traction force corresponding to the traction rope 310 of each traction device 300;

[0189] According to the target value, control the traction rope 310 in the traction device 300 to be retracted or released.

[0190] In these embodiments, in response to the operation instruction, the traction forces of the corresponding traction ropes 310 are respectively controlled by a plurality of traction devices 300 to be at corresponding target values, specifically including determining the target traction force values corresponding to the traction ropes 310 of each traction device 300 based on the operation instruction, and controlling the traction ropes 310 to be released or tightened according to these target values.

[0191] Based on the operation instruction, determine the target traction force values corresponding to the traction ropes 310 of each traction device 300. The control device 800 generates operation instructions according to the comparison result and sends these instructions to each traction device 300. After each traction device 300 receives the operation instruction, it parses the target traction force value contained therein. For example, the target traction force of a certain traction device 300 is 500 Newtons. According to the current inclination direction and degree of the pile body 400, calculate the specific traction force value that each traction device 300 needs to apply. Different traction devices 300 may have different target values to achieve effective adjustment of the pile body 400. According to the target value, control the traction rope 310 in the traction device 300 to be released or tightened.

[0192] Operation of the traction rope 310:

[0193] Release: If the target traction force is less than the current tension, the drive mechanism 320 will release the traction rope 310 and reduce its tension until the target value is reached.

[0194] Tighten: If the target traction force is greater than the current tension, the drive mechanism 320 will tighten the traction rope 310 and increase its tension until the target value is reached.

[0195] As Figure 2 shown, in some embodiments, the present application further provides a pile body adjustment control device 200, and the pile body adjustment control device 200 includes:

[0196] An acquisition module 210, configured to acquire the inclination parameter of the pile body 400; wherein, the pile body 400 has a frozen depth section 410 and an unfrozen depth section 420, the frozen depth section 410 is located in the frozen depth area of the frozen soil area, and the unfrozen depth section 420 is located in the unfrozen depth area of the frozen soil area;

[0197] A processing module 220, configured to compare the inclination parameter with a preset safety threshold to obtain a comparison result; and determine the working operation mode corresponding to the pile body adjustment control system according to the comparison result, and generate an operation instruction of the pile body adjustment control system based on the working operation mode; wherein, the pile body adjustment control system has a plurality of traction devices 300, the plurality of traction devices 300 are distributed circumferentially on the frozen depth section 410, the plurality of traction devices 300 are respectively connected to the corresponding sides on the top of the frozen depth section 410, and the traction device 300 is used to laterally traction the corresponding side of the top of the frozen depth section 410;

[0198] A control module 230, configured to control the operation of the plurality of traction devices 300 of the pile body adjustment control system based on the operation instruction, so that the inclination parameter meets the standard of the preset safety threshold.

[0199] As Figure 3 shown, an embodiment of the present application further provides an electronic device 100, including a memory 120 for storing a computer program 122; a processor 110 for executing the computer program 122 to implement the pile body adjustment control method in any of the above embodiments.

[0200] It should be noted that this Figure 3 is a structural diagram of an electronic device shown according to an exemplary embodiment, and the content in the figure cannot be considered as any limitation to the scope of use of the present application.

[0201] Specifically, the electronic device may specifically include: at least one processor 110, at least one memory 120, a power supply 130, a communication interface 140, an input / output interface 150, and a communication bus 160. Among them, the memory 120 is used to store a computer program 122, and the computer program 122 is loaded and executed by the processor 110 to implement the relevant steps in the pile body adjustment control method disclosed in any of the foregoing embodiments. In addition, the electronic device in this embodiment may specifically be an electronic computer.

[0202] In this embodiment, the power supply 130 is used to provide working voltage for each hardware device on the electronic device; the communication interface 140 can create a data transmission channel between the electronic device and external devices, and the communication protocol it follows is any communication protocol applicable to the technical solution of this application, and no specific limitation is imposed on it here; the input / output interface 150 is used to obtain external input data or output data to the outside, and its specific interface type can be selected according to specific application needs, and no specific limitation is made here.

[0203] In addition, the memory 120, as a carrier for resource storage, may be a read-only memory 120, a random access memory 120, a magnetic disk, or an optical disc, etc. The resources stored thereon may include an operating system 121, a computer program 122, etc., and the storage method may be temporary storage or permanent storage.

[0204] Among them, the operating system 121 is used to manage and control each hardware device and computer program on the electronic device, and it may be Windows Server, Netware, Unix, Linux, etc. The computer program 122 may further include a computer program 122 that can be used to complete other specific tasks in addition to the computer program 122 that can be used to complete the mosquito control device control method executed by the electronic device disclosed in any of the foregoing embodiments.

[0205] An embodiment of the present application also provides a computer-readable storage medium for storing a computer program 122, and when the computer program 122 is executed by the processor 110, it implements the pile body adjustment control method as described in any of the above embodiments.

[0206] For the specific steps of this method, reference may be made to the corresponding content disclosed in the foregoing embodiments, and details will not be repeated here.

[0207] In this specification, the various embodiments are described in a progressive manner. Each embodiment focuses on the differences from other embodiments, and the same or similar parts between the various embodiments may be referred to each other. For the device disclosed in the embodiment, since it corresponds to the method disclosed in the embodiment, the description is relatively simple, and the relevant parts may be referred to the description of the method part.

[0208] Those skilled in the art may further realize that the units and algorithm steps of each example described in combination with the embodiments disclosed herein can be implemented by electronic hardware, computer software, or a combination of the two. To clearly illustrate the interchangeability of hardware and software, the composition and steps of each example have been generally described according to functions in the above description. Whether these functions are executed in a hardware or software manner depends on the specific application and design constraints of the technical solution. Those skilled in the art can use different methods to implement the described functions for each specific application, but such implementation should not be considered to exceed the scope of this application.

[0209] The steps of the methods or algorithms described in combination with the embodiments disclosed herein can be directly implemented by hardware, software modules executed by the processor 110, or a combination of the two. The software modules can be placed in a random access memory 120 (RAM), memory, read-only memory 120 (ROM), electrically programmable ROM, electrically erasable programmable ROM, registers, hard disk, removable disk, CD-ROM, or any other form of storage medium well-known in the technical field.

[0210] In all the examples shown and described herein, any specific value should be construed as merely exemplary and not as a limitation. Therefore, other examples of the exemplary embodiments may have different values.

[0211] It should be noted that like reference numerals and letters denote like items in the following figures. Therefore, once an item is defined in one figure, it does not need to be further defined and explained in subsequent figures.

[0212] The above-described embodiments merely represent several implementation manners of this application. The description thereof is relatively specific and detailed, but should not be construed as limiting the scope of this application. It should be pointed out that for those of ordinary skill in the art, without departing from the concept of this application, several modifications and improvements can still be made, and these all belong to the protection scope of this application.

Claims

1. A pile body adjustment control method, characterized in that: The pile body adjustment control method comprises: Obtaining the inclination parameter of the pile body; wherein the pile body has a frozen depth section and an unfrozen depth section, the frozen depth section is located in the frozen depth zone of the frozen soil area, and the unfrozen depth section is located in the unfrozen depth zone of the frozen soil area; The tilt parameter is compared with a preset safety threshold to obtain a comparison result; and according to the comparison result, the corresponding working mode of the pile body adjustment control system is determined, and the operation instruction of the pile body adjustment control system is generated based on the working mode; wherein the pile body adjustment control system has a plurality of traction devices, the plurality of traction devices are distributed in the circumference of the frozen depth section, the plurality of traction devices are respectively connected to the corresponding sides on the top of the frozen depth section, and the traction devices are used to laterally pull the corresponding sides of the top of the frozen depth section; Based on the operation instruction, the multiple traction devices of the pile body adjustment control system are controlled to operate so that the inclination parameter meets the standard of the preset safety threshold.

2. The pile body adjustment control method according to claim 1, characterized in that: Determining the working operation mode corresponding to the pile body adjustment control system according to the comparison result, and generating the operation instruction based on the working operation mode, comprises: Based on the comparison result, determining a corresponding target posture category among a plurality of preset posture categories of the pile body; Acquire a mode correspondence relationship corresponding to the pile body adjustment control system, wherein the mode correspondence relationship is used to characterize a correspondence relationship between the preset posture category and the working operation mode; Based on the mode correspondence relationship corresponding to the pile body adjustment control system and the target posture category, the working operation mode corresponding to the pile body adjustment control system is determined, and the operation instruction is generated based on the working operation mode.

3. The pile body adjustment control method according to claim 1, characterized in that: The pile body adjustment control method further includes: The frost heave forces of multiple first detection points on the peripheral side of the frozen depth section are obtained, and the pile body is towed by the multiple traction devices so that the difference in frost heave forces between any two of the multiple first detection points is within a preset safety difference.

4. The pile body adjustment control method according to claim 1, characterized in that: The controlling the operation of the plurality of traction devices of the pile body adjustment control system based on the operation instruction comprises: The traction device comprises a traction rope, the traction rope is connected to a corresponding side on the top of the deep frozen section, and the traction rope is used to laterally pull the top of the deep frozen section; In response to the operation instruction, the traction forces of the corresponding traction ropes are controlled by the plurality of traction devices to be at corresponding target values; Wherein, in response to the operation instruction, controlling the traction forces of the corresponding traction ropes to be at corresponding target values ​​through the multiple traction devices respectively includes: Based on the operation instruction, determining a target value of the traction force corresponding to the traction rope of each traction device; According to the target value, the traction rope in the traction device is controlled to be retracted and released.

5. A pile body adjustment control system, characterized in that: The pile body adjustment control system is applied to the pile body adjustment control method according to any one of claims 1 to 4, and the pile body adjustment control system comprises: A plurality of traction devices, the plurality of traction devices are distributed in the circumference of the deep frozen section of the pile body, the plurality of traction devices are respectively connected to corresponding sides on the top of the deep frozen section, and the traction devices are used to laterally pull the corresponding sides on the top of the deep frozen section; An inclination monitoring device is used to obtain the inclination of the pile body.

6. The pile body adjustment control system according to claim 5, characterized in that: The pile body adjustment control system also includes: A control device, the control device being electrically connected to the plurality of traction devices and the inclination monitoring device respectively, and the control device being used to control the operation of the plurality of traction devices so that the inclination of the pile body meets the standard of a preset safety threshold; The traction device comprises a traction rope and a driving mechanism, one end of the traction rope is connected to the driving mechanism, the other end of the traction rope is connected to the corresponding side on the top of the deep frozen section, and the driving mechanism is used to adjust the traction force of the traction rope acting on the pile body; And / or, the inclination monitoring device is configured as a Beidou positioning device, and the Beidou positioning device has a signal transmitting end and a signal receiving end, the signal transmitting end is arranged at the top of the pile body, and the signal receiving end is arranged at the bottom of the pile body.

7. The pile body adjustment control system according to claim 6, characterized in that: The pile body adjustment control system also includes: N pressure detection modules, the N pressure detection modules are arranged at intervals in the height direction of the pile body, and satisfy: N ≥ 1, N is a positive integer; wherein the pressure detection module includes a plurality of pressure sensors, the plurality of pressure sensors are distributed around the pile body, and the pressure sensors are used to obtain the frost heave force acting on the corresponding side of the pile body; The pressure detection module also includes: A plurality of stacked ring bearing seats, wherein the stacked ring bearing seats are located in the inner hole of the pile body, and each of the pressure sensors is individually connected to the stacked ring bearing seat; wherein adjacent stacked ring bearing seats are connected by a pressure-resistant tube, and the connecting cables between the plurality of pressure sensors are passed through the pressure-resistant tube; The pile body adjustment control system also includes: A plurality of connecting rods are provided, wherein the connecting rods are extended along the height direction of the pile body, and among the plurality of stacking ring bearing seats of each of the pressure detection modules, at least one stacking ring bearing seat is located on the extension path of the connecting rods, and the connecting rods are passed through the mounting holes on the corresponding stacking ring bearing seats, and the connecting rods are engaged with the mounting holes.

8. A pile body adjustment control device, characterized in that: The pile body adjustment control device comprises: An acquisition module is used to acquire the inclination parameters of the pile body; wherein the pile body has a frozen depth section and an unfrozen depth section, the frozen depth section is located in the frozen depth zone of the frozen soil area, and the unfrozen depth section is located in the unfrozen depth zone of the frozen soil area; A processing module is used to compare the tilt parameter with a preset safety threshold to obtain a comparison result; and according to the comparison result, determine the corresponding working mode of the pile body adjustment control system, and generate an operating instruction of the pile body adjustment control system based on the working mode; wherein the pile body adjustment control system has a plurality of traction devices, the plurality of traction devices are distributed in the circumference of the frozen depth section, the plurality of traction devices are respectively connected to the corresponding sides on the top of the frozen depth section, and the traction devices are used to laterally pull the corresponding side of the top of the frozen depth section; The control module is used to control the operation of the multiple traction devices of the pile body adjustment control system based on the operation instruction, so that the inclination parameter meets the standard of the preset safety threshold.

9. An electronic device, characterized in that: include: Memory, used to store computer programs; A processor is used to execute the computer program to implement the pile body adjustment control method according to any one of claims 1 to 4.

10. A storage medium, characterized in that: Used to store a computer program, which, when executed by a processor, implements the pile body adjustment control method according to any one of claims 1 to 4.

Images