Intelligent quality monitoring method and system

Abstract

The invention provides an intelligent quality monitoring method and system. The method comprises the following steps: controlling a working unit to execute standard stirring operation on a standard area; the stirring torque is analyzed in real time based on quality monitoring in the process, and the deviation generated in the stirring process is accurately determined by calculating the torque difference value; the current stirring operation obtained through dynamic training is applied to other stirring areas close to the standard area; and when the stirring is not applicable, the area is re-determined as a new standard area in time, and dynamic training is carried out again. The stirring quality of the working unit is at least improved.

Description

Technical Field

[0001] The present invention relates to data processing technologies, and in particular, to an intelligent quality monitoring method and system. Background Art

[0002] In civil engineering construction, as an important foundation treatment technology, mixing piles are widely used in fields such as soft soil foundation reinforcement, deep foundation pit support, and bank protection. The construction quality and efficiency of mixing piles directly affect the safety, stability, and economy of the project. To ensure that the construction of mixing piles meets the design requirements, it is usually necessary to strictly monitor the mixing operation of the corresponding mixing piles.

[0003] During the actual construction process, in order to form corresponding mixing piles in the foundation, generally, the foundation will be excavated first, and then a corresponding working unit will be inserted into the hole for mixing operations to form the corresponding mixing piles. However, due to the influence of various factors such as geological conditions, equipment performance, and the skill level of operators, the mixing torque of the working unit often has a certain deviation from the standard torque. If this deviation is not corrected, it will lead to uneven construction quality of the working unit, affecting the stability and safety of the overall project.

[0004] Currently, the traditional method of correcting torque deviation usually adjusts the mixing operation based on manual experience. However, this method is not only inefficient but also difficult to ensure the accuracy and consistency of the adjustment, resulting in low mixing quality. Summary of the Invention

[0005] Based on the above problems, the present invention is proposed to provide an intelligent quality monitoring method and system that can overcome or at least partially solve the above problems.

[0006] According to one aspect of the present invention, an intelligent quality monitoring method is provided, including the following steps: Controlling a working unit to perform a standard mixing operation on a mixing area determined as a standard area; Based on the quality monitoring of the working unit, determining that there is a torque difference between the mixing torque corresponding to any path progress and the standard torque, and performing dynamic training on the standard mixing operation based on the torque difference; Performing the current mixing operation obtained through the dynamic training on other mixing areas having an adjacent relationship with the standard area, and when there is a mixing inapplicability in any other mixing area, determining that other mixing area as a new standard area.

[0007] Optionally, in the method according to the present invention, controlling the performance of a standard mixing operation on a mixing area determined as a standard area includes: Perform terrain division on the foundation to be processed based on the survey results, and obtain each divided terrain with terrain attributes, where the terrain attributes include muddy ground attributes and rocky ground attributes; Determine the stirring areas arranged at intervals in each divided terrain, and determine the stirring area closest to the center point of the area corresponding to the divided terrain as the standard area; Control the working unit to perform a standard stirring operation corresponding to the terrain attribute on the standard area.

[0008] Optionally, in the method according to the present invention, controlling the working unit to perform a standard stirring operation corresponding to the terrain attribute on the standard area includes: In response to the terrain attribute being muddy ground attribute, control the working unit to perform a standard stirring operation on the standard area based on the retrieved standard data; In response to the terrain attribute being rocky ground attribute, determine whether there is another divided terrain with the corresponding muddy ground attribute adjacent to it; When there is none, control the working unit to perform a standard stirring operation on the standard area based on the product result between the retrieved standard data and the attribute conversion coefficient; When there is, update the coefficient of the attribute conversion coefficient based on the obtained attribute influence coefficient, and control the working unit to perform a standard stirring operation on the standard area based on the product result between the retrieved standard data and the attribute conversion coefficient after coefficient update.

[0009] Optionally, in the method according to the present invention, updating the coefficient of the attribute conversion coefficient based on the obtained attribute influence coefficient includes: Determine the divided terrain corresponding to the rock attribute as the first terrain, determine the divided terrain corresponding to the muddy ground attribute adjacent to the first terrain as the second terrain, and determine the contour coincidence value and the size comparison value between the first terrain and the second terrain; Perform weight processing on the contour coincidence value and the size comparison value respectively, and obtain the attribute influence coefficient based on the summation calculation between the obtained first influence value and the second influence value; Update the coefficient of the attribute conversion coefficient based on the attribute influence coefficient.

[0010] Optionally, in the method according to the present invention, based on the quality monitoring of the working unit, when it is determined that there is a torque difference between the stirring torque corresponding to any path progress and the standard torque, perform dynamic training on the standard stirring operation based on the torque difference, including: Establish a stirring path based on the bottom and top of the corresponding standard area, and perform quality monitoring of the corresponding path progress on the working unit performing the standard stirring operation based on the stirring path; When it is determined based on quality monitoring that there is a torque difference between the stirring torque of the work unit at any path progress and the standard torque, the path progress is determined as the starting progress, and starting from the starting progress, dynamic training based on the torque difference is performed on the remaining path progress; When there is no torque difference between the stirring torque of any remaining path progress and the standard torque, the path progress is determined as the termination progress, and starting from the termination progress, the dynamic training based on the torque difference for the remaining path progress is stopped.

[0011] Optionally, in the method according to the present invention, starting from the starting progress, performing dynamic training based on the torque difference on the remaining path progress includes: Determining the path movement rate corresponding to the starting progress based on the standard stirring operation; When it is determined that the stirring torque is less than the standard torque, increasing training is performed on the path movement rate based on the torque difference; When it is determined that the stirring torque is greater than the standard torque, decreasing training is performed on the path movement rate based on the torque difference.

[0012] Optionally, in the method according to the present invention, starting from the starting progress, performing dynamic training based on the torque difference on the remaining path progress includes: Determining the mixing liquid configuration ratio corresponding to the starting progress based on the standard stirring operation; When it is determined that the stirring torque is less than the standard torque, increasing training is performed on the mixing liquid configuration ratio based on the torque difference; When it is determined that the stirring torque is greater than the standard torque, decreasing training is performed on the mixing liquid configuration ratio based on the torque difference.

[0013] Optionally, in the method according to the present invention, the method further includes: Establishing a torque buffer interval with the stirring torque corresponding to the starting progress as the interval central value; When it is determined that the stirring torque of any remaining path progress is within the torque buffer interval, performing the same dynamic training based on the torque difference as the starting progress on the remaining path progress.

[0014] Optionally, in the method according to the present invention, performing the current stirring operation obtained through the dynamic training on other stirring regions having a proximity relationship with the standard region, and when there is a situation where stirring is not applicable in any other stirring region, determining the other stirring region as the new standard region, includes: Obtaining the regional distance between other stirring regions located around the standard region and the standard region, and dividing the stirring regions with the same regional distance into the same regional group; Group each area in order from near to far and determine it to have an adjacent relationship with the standard area in turn, and control the working unit to perform the current stirring operation obtained through dynamic training on all stirring areas located in each area group; If it is determined that there is a situation where the stirring of the first stirring area corresponding to perform the current stirring operation in any area group is not applicable, determine this stirring area as the new standard area.

[0015] Optionally, in the method according to the present invention, if it is determined that there is a situation where the stirring of the first stirring area corresponding to perform the current stirring operation in any area group is not applicable, determine this stirring area as the new standard area, including: In response to the current stirring operation being performed on any stirring area in the area group, compare the stirring torque corresponding to this stirring area with the current torque corresponding to the current stirring operation; If it is determined that there is a torque difference amount between the stirring torque corresponding to any path progress and the current torque, determine this path progress as the inapplicable progress; Based on the superposition calculation of all inapplicable progress, determine the inapplicable proportion, and calculate based on the average value of the maximum difference amount and the minimum difference amount among all torque difference amounts corresponding to all inapplicable progress to obtain the average difference amount; Perform weighted processing on the inapplicable proportion and the average difference amount respectively, and perform a summation calculation on the obtained first evaluation value and the second evaluation value to obtain the inapplicable evaluation value; If it is determined that the inapplicable evaluation value is greater than or equal to the preset evaluation threshold, determine this stirring area as the new standard area.

[0016] According to another aspect of the present invention, there is provided an intelligent quality monitoring system, including: A standard stirring module configured to control the working unit to perform a standard stirring operation on the stirring area determined as the standard area; A dynamic training model configured to, based on the quality monitoring of the working unit, determine that there is a torque difference amount between the stirring torque corresponding to any path progress and the standard torque, and perform dynamic training on the standard stirring operation based on the torque difference amount; A standard update module configured to perform the current stirring operation obtained through the dynamic training on other stirring areas having an adjacent relationship with the standard area, and if there is a situation where the stirring of any other stirring area is not applicable, determine this other stirring area as the new standard area.

[0017] According to the solution of the present invention, the server can control the working unit to perform a standard stirring operation on the standard area, and during this process, based on quality monitoring, perform real-time analysis on the stirring torque, determine the deviation generated during the stirring process accurately by calculating the torque difference amount, thereby realizing the dynamic training and optimization of the standard stirring operation, and improving the accuracy of the stirring operation. Then, the server will apply the current stirring operation obtained through dynamic training to other stirring areas adjacent to the standard area, thereby effectively reducing the stirring difference between areas and ensuring the uniformity and stability of the overall project quality. It should be noted that when encountering a situation where stirring is not applicable, the server will promptly re-determine this area as a new standard area and re-perform dynamic training, which has a certain degree of flexibility and self-adaptability, so as to ensure that the working unit can maintain an efficient and stable operation state in various complex environments. The present invention can significantly improve the operation efficiency and stirring quality of the working unit through standardized stirring operations, dynamic training based on torque difference amounts, and flexible area adjustment strategies, providing strong technical support and quality assurance for engineering construction. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] Figure 1 FIG. shows a flowchart of an intelligent quality monitoring method according to an embodiment of the present invention; Figure 2 FIG. shows a schematic structural diagram of the working unit in this embodiment; Figure 3 FIG. shows a structural block diagram of an intelligent quality monitoring system according to another embodiment of the present invention. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0019] The exemplary embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. Although the exemplary embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure can be implemented in various forms and should not be limited by the embodiments set forth herein. On the contrary, these embodiments are provided so that the present disclosure can be more thoroughly understood and the scope of the present disclosure can be fully conveyed to those skilled in the art.

[0020] To solve the problems existing in the above-mentioned background art, the inventor proposed the solution of the present invention. An embodiment of the present invention provides an intelligent quality monitoring method, which can be executed in a computing device, where the computing device can be understood as a terminal with data processing functions, such as a mobile phone or a computer.

[0021] Figure 1 FIG. shows a flowchart of an intelligent quality monitoring method according to an embodiment of the present invention. As Figure 1 shown, the intelligent quality monitoring method proposed in this embodiment starts from step S101, where step S101 may include the following contents: The control working unit performs a standard stirring operation on the stirring area determined as the standard area.

[0022] It can be explained that in an actual construction site, for the formation of mixing piles, it is generally necessary to use a specific working unit (such as a deep mixing machine) to forcibly mix corresponding solidifying agents such as soil, cement, and lime (i.e., the mixing liquid mentioned later) deep in the foundation, so as to make the soil harden and further form a columnar solidified body with a certain strength and stability, that is, the mixing pile mentioned in this application. This pile body can improve the bearing capacity of the corresponding foundation by acting together with the surrounding soil, thereby reducing the foundation settlement.

[0023] In this embodiment, since there are often multiple holes (i.e., the mixing areas mentioned in this embodiment) in the construction site where mixing piles need to be formed, when using the corresponding working unit to perform corresponding mixing on each mixing area, while ensuring that the formed mixing piles have a certain structural strength, it is necessary to improve the corresponding mixing efficiency as much as possible. Therefore, any mixing area in the construction site can be determined as the standard area, and then the corresponding standard mixing operation is performed on this standard area based on the working unit, and the mixing parameters corresponding to the standard mixing operation are stored, so that in the subsequent process, the remaining other mixing areas can be sequentially subjected to the corresponding standard mixing operation, and the standard mixing operation can be customized and adjusted in real time based on the differences of each mixing area, so as to further improve the corresponding mixing efficiency while ensuring the structural strength.

[0024] For example, as Figure 2 shown, Figure 2 shows a schematic structural diagram of the working unit in this embodiment. Among them, the working unit includes a stirring member and a slurry spraying member. Among them, the stirring member is used to stir the standard area, and the slurry spraying member is used to spray the corresponding mixing liquid onto the standard area for corresponding reinforcement.

[0025] Furthermore, in this embodiment, the above-mentioned "control the execution of the standard stirring operation on the stirring area determined as the standard area" may further include the following steps: Based on the survey results, the terrain of the foundation to be treated is divided to obtain each divided terrain with terrain attributes, where the terrain attributes include muddy ground attributes and rocky ground attributes; Determine the spaced-apart mixing areas located in each divided terrain, and determine the mixing area closest to the center point of the area of the divided terrain as the standard area; Control the working unit to perform the standard stirring operation corresponding to the terrain attribute on the standard area. [[ID=]]

[0026] For example, in order to select a mixing area in a construction site that can be determined as a standard area and perform corresponding standard mixing operations on it, the following implementation method can be adopted in this embodiment: First, based on the survey results of the construction site, terrain division work is carried out for the foundation to be treated (i.e., the construction site), so as to divide the foundation to be treated into various divided terrains with specific terrain attributes according to different geological characteristics and terrain conditions. Among them, the terrain attributes mainly cover muddy land attributes and rocky land attributes, etc. For example, in a certain construction project site, it is found through survey that the soil in some areas is soft and has a high water content, showing typical muddy land characteristics; while in another part of the area, rocks are widely distributed, corresponding to the rocky land attribute. Next, after the terrain division is completed, determine each mixing area arranged at intervals within each divided terrain, that is, according to the design requirements of foundation treatment and relevant engineering specifications, reasonably plan the distribution of the mixing areas in the divided terrains with muddy land attributes and rocky land attributes, so that they are arranged at intervals. Further, for each divided terrain, accurately locate the center point of the area, and determine the mixing area closest to the center point of the area of the divided terrain as the standard area. Taking the treatment of a soft soil foundation of a road project as an example, in a divided terrain with muddy land attributes, the center point of the area is determined through measurement, and then the mixing area closest to the center point is found as the standard area. Then, control the working unit to perform a standard mixing operation adapted to the corresponding terrain attribute on the determined standard area. When the standard area has a muddy land attribute, the working unit operates according to specific mixing parameters for muddy land, such as the path movement rate, the mixing liquid configuration ratio, etc., to ensure that the muddy soil body and the mixing liquid are fully mixed and achieve the expected reinforcement effect; if the standard area has a rocky land attribute, the working unit adjusts the mixing process according to the characteristics of the rocky land, such as adopting a mixing method and corresponding parameters more suitable for crushing rocks, and performs a standard mixing operation conforming to the rocky land attribute, so as to ensure the quality and stability of the entire foundation treatment project and meet the requirements of various engineering constructions for foundation strength and deformation control.

[0027] In addition, in this embodiment, the above "controlling the working unit to perform a standard mixing operation corresponding to the terrain attribute on the standard area" may further include the following steps: In response to the terrain attribute being a muddy land attribute, control the working unit to perform a standard mixing operation on the standard area based on the retrieved standard data; In response to the terrain attribute being a rocky land attribute, determine whether there is any other divided terrain with a corresponding muddy land attribute adjacent to it; When there is none, control the working unit to perform a standard mixing operation on the standard area based on the product result between the retrieved standard data and the attribute conversion coefficient; When it exists, update the coefficient of the attribute conversion coefficient based on the obtained attribute influence coefficient, and control the working unit to perform a standard stirring operation on the standard area based on the product result between the retrieved standard data and the attribute conversion coefficient after coefficient update.

[0028] For example, in this embodiment, after determining the standard area, the standard stirring operation for the standard area can be performed based on the following method steps: First, when it is detected that the terrain attribute of the divided terrain is the muddy ground attribute, the standard data adapted to the muddy ground attribute can be retrieved from the pre-constructed database, and the working unit can be further controlled to perform a standard stirring operation on the corresponding standard area according to the retrieved standard data. For example, in a residential community construction project in a certain city, after preliminary survey, a divided terrain with a muddy ground attribute is determined. At this time, the standard data such as the path movement speed and the mixing liquid configuration ratio applicable to the muddy ground are retrieved from the database, and the working unit is controlled to carry out the stirring operation on the standard area in this area to ensure that the muddy ground soil body and the mixing liquid can be fully mixed and the foundation strength is improved. Next, if the terrain attribute is determined to be the rocky ground attribute, it is necessary to further determine whether there is other divided terrain adjacent to it and with the muddy ground attribute. In an actual construction scenario, such as the construction of a mountain road in a certain area, some areas are rock-exposed and show the rocky ground attribute, and there may be areas with the muddy ground attribute formed by the accumulation of soft soil due to rain erosion around. At this time, this judgment needs to be made. Then, when there is no adjacent divided terrain with the muddy ground attribute, the standard data related to the rocky ground attribute is retrieved from the database, and at the same time, combined with the pre-set attribute conversion coefficient, the product result of the two is calculated, and based on this product result, the working unit is controlled to perform a standard stirring operation on the standard area. For example, in an independent construction in a certain remote area, in the face of an isolated stirring area with the rocky ground attribute, the product of the standard data corresponding to the muddy soil attribute and the attribute conversion coefficient is used to adjust the relevant parameters of the working unit to achieve effective crushing of the rock and mixing with the mixing liquid. When there is an adjacent divided terrain with the muddy ground attribute, first obtain the attribute influence coefficient generated by the adjacent relationship, use this coefficient to update the original attribute conversion coefficient, and then, based on the updated attribute conversion coefficient and the standard data retrieved from the database, calculate the product result of the two. Finally, based on this product result, control the working unit to perform a standard stirring operation on the standard area. For example, in a large commercial complex construction project, there is a muddy ground attribute area around the rocky ground attribute area. Due to their mutual influence, after obtaining the attribute influence coefficient and updating the attribute conversion coefficient, combined with the rocky ground standard data, the working unit is controlled to operate, so as to ensure the quality and stability of the entire foundation treatment project and meet the strict requirements of different projects for foundation strength and deformation control.

[0029] Further, in this embodiment, the above "updating the coefficient of the attribute conversion coefficient based on the obtained attribute influence coefficient" may further include the following steps: Determine the divided terrain corresponding to the rock attribute as the first terrain, determine the divided terrain corresponding to the mud attribute adjacent to the first terrain as the second terrain, and determine the contour coincidence value and the size comparison value between the first terrain and the second terrain; Perform weight processing on the contour coincidence value and the size comparison value respectively, and obtain the attribute influence coefficient based on the summation calculation between the obtained first influence value and the second influence value; Update the coefficient of the attribute conversion coefficient based on the attribute influence coefficient.

[0030] For example, in this embodiment, updating the coefficient of the attribute conversion coefficient based on the attribute influence coefficient can be specifically implemented based on the following implementation method: First, based on the terrain division results of the foundation to be processed, clearly define the divided terrain with rock attributes as the first terrain, and at the same time determine the divided terrain with mud attributes that is adjacent to the first terrain as the second terrain. Taking a large port construction project as an example, after surveying and dividing the terrain of its foundation, determine the area with exposed rocks as the first terrain, and the muddy part that is adjacent to this area and has soft soil and high water content as the second terrain; further, use surveying and mapping and / or data analysis means to accurately measure the contour coincidence value and the size comparison value between the first terrain and the second terrain. Among them, the contour coincidence value can be obtained by using geographic information system (GIS) technology to perform an overlap analysis on the boundary contours of the two terrains; while the size comparison value can be obtained by measuring the key size parameters such as their areas and lengths and performing a comparison operation; Next, carry out weight processing work on the obtained contour coincidence value and the size comparison value respectively. According to the pre-study setting of the influence degree of these two parameters on the foundation treatment in different engineering scenarios, assign respective weight coefficients to the contour coincidence value and the size comparison value; for example, in the foundation construction project of a certain urban subway station, after expert evaluation and summary of past engineering experience, determine that the weight coefficient of the contour coincidence value in this scenario is [X], and the weight coefficient of the size comparison value is [Y]. Then, the first influence value can be obtained by multiplying the contour coincidence value by its weight coefficient; the second influence value can be obtained by multiplying the size comparison value by its weight coefficient, and further perform a summation calculation on the first influence value and the second influence value, and the obtained result is the attribute influence coefficient; Finally, based on the obtained attribute influence coefficients, a coefficient update operation is performed on the pre-set attribute conversion coefficients. Since the first terrain (rocky terrain attribute) and the second terrain (muddy terrain attribute) are adjacent to each other, their interaction will affect the foundation treatment process parameters. Therefore, it is necessary to adjust the attribute conversion coefficients originally used for regulating the stirring operation of the rocky terrain attribute according to the attribute influence coefficients. For example, in the foundation construction of an industrial plant, according to the attribute influence coefficients calculated above, a corresponding multiplication operation is performed on the original attribute conversion coefficients to obtain the updated attribute conversion coefficients. Subsequently, based on the updated coefficients and combined with the standard data related to the rocky terrain attribute, the working unit can more accurately control the standard stirring operation on the standard area of the rocky terrain attribute, ensuring that the foundation treatment effect meets the strict requirements of the project construction in terms of strength, stability, etc., and improving the quality and safety of the entire project.

[0031] In step S102, the following contents are included: Based on the quality monitoring of the working unit, it is determined that there is a torque difference between the stirring torque and the standard torque corresponding to any path progress, and a dynamic training of the standard stirring operation is performed based on the torque difference.

[0032] For example, in this embodiment, since the corresponding standard stirring operation is obtained based on the standard data, the path movement rate and the stirring liquid configuration ratio of the corresponding working unit obtained based on the standard data are both standard values. However, when performing the corresponding standard stirring operation on the standard area based on the standard data, there may be a mismatch between the actual geological conditions of the standard area and the standard data of the corresponding standard stirring operation. For example, since the standard stirring operation on the standard area is carried out based on the standard data, that is, the working unit should maintain the same stirring speed at each path progress of the standard stirring operation. When the working unit is performing the standard stirring operation, due to the geological changes in the standard area, there may be a torque difference between the stirring torque and the standard torque corresponding to any path progress. Among them, when the torque difference is a positive number, it indicates that the geology of the current path progress may be relatively hard, so that the working unit needs to overcome greater resistance, and thus a greater torsional force is required, that is, the torque increases; in contrast, when the torque difference is a negative number, it indicates that the geology of the current path progress may be relatively soft, so that the resistance encountered by the working unit is smaller and the torque is relatively smaller; and when there is a mismatch, the stirring uniformity of each path progress may be different, resulting in different strengths of the obtained mixing piles. In this case, it is necessary to perform a dynamic training of the corresponding standard stirring operation based on the torque difference to improve the stirring uniformity of each corresponding path progress as much as possible.

[0033] It should be noted that in this embodiment, the "path progress" can be understood as the degree of progress achieved along a specific operation path during the advancement of the entire foundation treatment process.

[0034] Further, in this embodiment, the above-mentioned "determining that there is a torque difference between the stirring torque corresponding to any path progress and the standard torque based on the quality monitoring of the work unit, and performing dynamic training on the standard stirring operation based on the torque difference amount" may further include the following steps: Establish a stirring path based on the bottom and top of the corresponding standard area, and perform quality monitoring of the corresponding path progress on the work unit by executing the standard stirring operation based on the stirring path; When it is determined based on the quality monitoring that there is a torque difference between the stirring torque of the work unit at any path progress and the standard torque, determine this path progress as the starting progress, and starting from the starting progress, perform dynamic training on the remaining path progress based on the torque difference amount; When there is no torque difference between the stirring torque of any remaining path progress and the standard torque, determine this path progress as the termination progress, and starting from the termination progress, stop the dynamic training on the remaining path progress based on the torque difference amount.

[0035] For example, in this embodiment, during the quality monitoring process of the work unit, when there is a torque difference between the stirring twist corresponding to any path progress and the standard twist, the dynamic training based on the torque difference amount can be performed based on the following implementation method: First, for the corresponding standard area, construct a stirring path according to the position information of the bottom and top of the standard area. For example, in a foundation treatment project of a high-rise residential building, for the standard area with rock properties, by accurately measuring the rock layer at the bottom of the area and the designed elevation position at the top of the area, a path suitable for the work unit to perform standard stirring operation is planned. This path covers key elements such as stirring depth and travel trajectory, aiming to ensure that the work unit can stir the soil in the standard area comprehensively and evenly. Further, the quality monitoring work of the corresponding path progress can be carried out during the process of the work unit performing the standard stirring operation according to the constructed stirring path. For example, professional monitoring equipment such as torque sensors can be used to obtain the stirring torque of the work unit at different path progress on the stirring path in real time, and compare and analyze it with the pre-set standard torque value to evaluate the quality of the stirring operation; Then, when it is determined based on quality monitoring that there is a torque difference between the stirring torque and the standard torque at any path progress of the work unit, immediately determine this path progress as the starting progress. For example, taking the construction of a highway bridge foundation as an example, if during the stirring operation, at a path progress of 30%, it is monitored that the stirring torque is higher than the standard torque by a certain value, that is, there is a torque difference, then set the path progress of 30% as the starting progress. Thus, it is necessary to further carry out dynamic training based on the torque difference for the remaining path progress starting from this starting progress. For example, by adjusting the path movement rate of the work unit and the mixing liquid configuration ratio, targeted regulation can be carried out according to the magnitude of the torque difference, so that the work unit gradually approaches the standard torque value during the stirring operation of the subsequent path progress, realizing the optimization of the stirring process, thereby ensuring that the stirring process for each corresponding path progress is in a relatively uniform state to improve the corresponding structural stability. When it is found during the monitoring of the remaining path progress that there is no torque difference between the stirring torque and the standard torque at any path progress, immediately determine this path progress as the termination progress. For example, in the above-mentioned highway bridge foundation construction, when the path progress advances to 60%, the stirring torque is exactly the same as the standard torque and there is no torque difference, then determine the path progress of 60% as the termination progress. Thus, starting from the termination progress, the dynamic training based on the torque difference for the remaining unfinished path progress can be stopped, which means that the work unit has been adjusted to the optimal working state, and subsequently only the standard stirring operation needs to be continued according to the current stable parameters until the stirring operation of the entire standard area is completed, ensuring that the foundation treatment effect meets the strict requirements of the project construction for strength, stability, etc., and guaranteeing the project quality and safety.

[0036] Furthermore, in this embodiment, the above-mentioned "carrying out dynamic training based on the torque difference for the remaining path progress starting from the starting progress" may further include the following steps: Determine the path movement rate corresponding to the starting progress based on the standard stirring operation; When it is determined that the stirring torque is less than the standard torque, carry out an increasing training on the path movement rate based on the torque difference; When it is determined that the stirring torque is greater than the standard torque, carry out a decreasing training on the path movement rate based on the torque difference.

[0037] For example, in this embodiment, the dynamic training for the remaining path progress can be realized based on the following method steps: First, during the standard stirring operation of the working unit, the path movement rate can be accurately determined according to the established stirring process and the corresponding starting progress. For example, in the foundation construction of a large commercial complex, when starting the dynamic training based on the torque difference amount with a path progress of 30% as the starting progress, the movement rate of the working unit along the stirring path during the standard stirring operation at this stage can be determined simultaneously. It should be noted that this path movement rate is directly related to the efficiency and effect of the stirring operation and is one of the key parameters to ensure the uniformity of foundation treatment. Since the working unit may dynamically adjust the path movement rate based on the obtained torque difference amount during the execution of the standard stirring operation, when each path progress is determined as the starting progress, the latest path movement rate needs to be obtained; Next, during the continuous progress of the stirring operation, the stirring torque data is monitored in real time and compared with the preset standard torque. When it is determined through monitoring that the stirring torque is less than the standard torque, based on the generated torque difference amount, an increasing training operation is carried out on the path movement rate. For example, in a soft soil foundation treatment project of a highway, if the stirring torque is monitored to be lower than the standard torque at a certain stage, it means that the stirring force of the working unit on the soil is relatively insufficient at the current path movement rate. To make up for this difference, the path movement rate can be increased by a certain proportion according to the size of the torque difference amount. For example, if the torque difference amount is 10% of the standard torque, the path movement rate can be correspondingly increased by 10% after dynamic training, so that the working unit can reduce the number of stirrings on the surrounding area, reduce the stirring force, and improve the uniformity of foundation treatment; Finally, when the monitoring result shows that the stirring torque is greater than the standard torque, a decreasing training is also carried out on the path movement rate based on the torque difference amount. For example, taking the foundation construction of a city rail transit station as an example, if it is found that the stirring torque is higher than the standard torque during the stirring operation, it indicates that the stirring force of the working unit on the soil is relatively small at the current path movement rate. At this time, according to the torque difference amount, the path movement rate is correspondingly reduced. For example, if the torque difference amount is 15% of the standard torque, the path movement rate can be reduced by 15% after dynamic training, so that the working unit can stir the surrounding area with more stirring times during a slower movement process to improve the uniformity of foundation treatment.

[0038] Similarly, the dynamic training based on the torque difference amount can also be achieved based on the mixing liquid configuration ratio in addition to the above path movement rate. Therefore, in this embodiment, the following steps can further be included: Determine the mixing liquid configuration ratio corresponding to the starting progress based on the standard stirring operation; When it is determined that the stirring torque is less than the standard torque, an increasing training is carried out on the mixing liquid configuration ratio based on the torque difference amount; When it is determined that the stirring torque is greater than the standard torque, the mixing liquid configuration ratio is reduced based on the torque difference amount for training.

[0039] For example, in this embodiment, the above dynamic training based on the mixing liquid configuration ratio can be implemented through the following method steps: First, based on the preset standard stirring operation parameters, combined with the geological characteristics and design requirements of the corresponding starting progress, determine the mixing ratio parameters of the curing agent and the soil in the mixing liquid. For example, in a deep foundation pit reinforcement project of a subway station, according to the physical and mechanical indexes such as the water content and plasticity index of the soil in this area, and the strength requirements of the pile body specified in the design, through laboratory mixing ratio tests or engineering empirical formulas, determine the optimal mass ratio of cement to undisturbed soil in the mixing liquid at this time; Next, during the process of the work unit performing dynamic training, the specific vertical corresponding to the stirring torque is monitored in real time. When it is monitored that the stirring torque is less than the standard torque, based on the current torque difference amount, according to the preset adjustment rule, an increase training is implemented on the mixing liquid configuration ratio. For example, if the measured torque is 12% lower than the standard value, and it is determined by the server analysis that the insufficient amount of the winch results in low soil cementation strength. At this time, the admixture amount of the curing agent in the mixing liquid is increased from the original design of 15% to 17% to enhance the cementation effect of the soil and promote the stirring torque to return to the standard range; Then, when it is monitored that the stirring torque exceeds the standard torque, similarly based on the torque difference amount, a reduction training is performed on the mixing liquid configuration ratio. For example, if it is found that the stirring torque exceeds the standard value by 18%, after analysis, it may be because the excessive amount of the curing agent causes a sudden change in the soil stiffness. At this time, the admixture amount of the curing agent can be reduced from 20% to 18%, and the water-cement ratio is adjusted synchronously to make the torque value during the stirring process return to a reasonable range, and to avoid affecting the construction quality due to too fast hardening of the soil.

[0040] In addition, in order to allow a reasonable fluctuation of the stirring torque to a certain extent, avoid frequent and unnecessary parameter adjustments due to excessive pursuit of the absolute standard torque value, and thus improve the construction efficiency, this embodiment can further include the following steps: Establish a torque buffer interval with the stirring torque of the corresponding starting progress as the interval central value; Determine that the stirring torque of any remaining path progress is located in the torque buffer interval, and perform the same dynamic training based on the torque difference amount as the starting progress for the any remaining path progress.

[0041] For example, in this embodiment, first, the mixing torque corresponding to the starting point progress is used as the central value of the interval to construct a torque buffer interval. In actual engineering operations, for example, in a foundation treatment project of a large industrial plant, when it is determined that the path progress of 40% is used as the starting point progress, the specific vertical corresponding to the mixing torque of the working unit at this starting point progress is obtained. Based on engineering experience and the requirements for the stability of the mixing process, a reasonable torque fluctuation range is set with this mixing torque as the center, thereby establishing a torque buffer interval. Assuming that the mixing torque at the starting point progress is M, according to the analysis of past similar project data and the characteristics of the on-site soil quality, the torque buffer interval is set as [M - 5%, M + 5%]. The establishment of this interval aims to provide a certain elastic range for the mixing torque to cope with the possible slight fluctuations during the construction process and ensure the smooth progress of the mixing operation; Next, during the continuous operation of the working unit along the mixing path, the mixing torque of any remaining path progress is monitored in real time, and it is judged whether it is within the established torque buffer interval. For example, when the path progress advances to 55%, the measured mixing torque at this time is N, and N is compared with the previously established torque buffer interval.; Then, if it is determined that the mixing torque of any remaining path progress is within the torque buffer interval, dynamic training based on the torque difference amount same as that at the starting point progress is carried out for this remaining path progress. This means that when the mixing torque of a certain path progress is within a reasonable fluctuation range, it is still necessary to operate according to the optimization strategy formulated at the starting point progress. If the mixing torque N corresponding to the 55% path progress is within the torque buffer interval, then, just like at the starting point progress, the parameters such as the path movement speed of the working unit are adjusted and optimized according to the difference amount between the current mixing torque and the standard torque. For example, if the difference amount is 8% of the standard torque, then according to the pre-set adjustment rules, the path movement speed is correspondingly increased or decreased for training to further improve the stability and treatment effect of the mixing operation; It can be explained that based on the above content, the same dynamic training as that at the starting point progress can be performed on the path progress within the torque buffer interval, which can ensure the coherence and consistency of the entire mixing operation process, contribute to improving the stability of the foundation treatment quality, enable the foundation to better meet the strict requirements of engineering construction in terms of strength, uniformity, etc., ensure the overall safety and reliability of the engineering project, and reduce the subsequent engineering hidden dangers and maintenance costs that may be caused by improper foundation treatment.

[0042] In step S103, the following contents are included: Perform the current mixing operation obtained through the dynamic training on other mixing areas adjacent to the standard area, and when there is a situation where mixing is not applicable in any other mixing area, determine this other mixing area as the new standard area.

[0043] For example, in this embodiment, after completing the standard stirring operation on the standard area to obtain the current stirring operation, since other stirring areas adjacent to the standard area may have geological conditions similar to those of the standard area, therefore, based on the current stirring operation, stirring can be sequentially performed on other stirring areas to improve the overall work efficiency. During the process, if a certain stirring area is not suitable for the current stirring operation, it indicates that there may be a large degree of geological change between this stirring area and the standard area. At this time, this stirring area can be re-determined as the new standard area to dynamically train the standard stirring operation again based on the foregoing steps.

[0044] Further, in this embodiment, the above-mentioned "performing the current stirring operation obtained through the dynamic training on other stirring areas adjacent to the standard area, and when stirring is not applicable in any other stirring area, determining this other stirring area as the new standard area" may further include the following steps: Obtain the regional distance between other stirring areas located around the standard area and the standard area, and divide the stirring areas with the same regional distance into the same regional group; Based on the method from near to far, sequentially determine each regional group as being adjacent to the standard area, and control the working unit to perform the current stirring operation obtained through dynamic training on all stirring areas in each regional group; Determine that the stirring area where stirring is not applicable in the first corresponding stirring area of any regional group is determined as the new standard area.

[0045] For example, in this embodiment, the re-determination of the standard area can be achieved based on the following method steps: First, it is necessary to obtain the regional distance between other stirring areas located around the standard area and the standard area, that is, for many planned stirring areas around the standard area, measure the distance data between them and the standard area in the planar direction one by one. Thus, based on the measured regional distance, the stirring areas with the same regional distance can be divided into the same regional group. For example, after measurement, it is found that the horizontal distances of several stirring areas from the standard area are all 5 meters, then these stirring areas will be grouped together. In this way, many stirring areas can be reasonably divided into different regional groups to facilitate the subsequent orderly development of the stirring operation; Next, in the order from near to far, each area group is successively determined to have an adjacent relationship with the standard area, which means that the area group closest to the standard area is first recognized as having an adjacent relationship, and then it follows in ascending order of distance. Taking a foundation construction project of a municipal road as an example, after the area grouping is completed, the mixing area group closest to the standard area is first included in the scope of the adjacent relationship with the standard area due to its location advantage, and subsequent groups follow in sequence; further, by controlling the working unit, the current mixing operation obtained through dynamic training is executed on all the mixing areas in each area group. During the dynamic training process, various parameters of the working unit, such as the path movement speed and the mixing liquid configuration ratio, have been optimized and adjusted according to previous operation experience and actual construction feedback. At this time, the optimized current mixing operation is applied to the mixing areas within each area group to ensure that the foundation treatment effects of different areas can reach a high standard and improve the corresponding work efficiency; Finally, during the process of the working unit executing the current mixing operation on the mixing areas within each area group, the operation situation is monitored in real time. If it is determined that there is a situation where the mixing of the first mixing area corresponding to execute the current mixing operation in any area group is not applicable, immediately determine this mixing area as the new standard area. For example, in the foundation construction of a commercial square, when executing the current mixing operation on the first mixing area in a certain area group, it is found that due to the special soil quality of this area, the existing mixing operation cannot achieve the expected mixing effect. At this time, this mixing area is re-determined as the new standard area. Subsequently, based on the new standard area, a series of work such as parameter optimization, area grouping division, and mixing operation adjustment is carried out again to ensure the smooth progress of the entire foundation treatment project.

[0046] Furthermore, in this embodiment, the above "determine that there is a situation where the mixing of the first mixing area corresponding to execute the current mixing operation in any area group is not applicable, and determine this mixing area as the new standard area" may further include the following steps: In response to the execution of the current mixing operation on any mixing area in the area group, compare the mixing torque corresponding to this mixing area with the current torque corresponding to the current mixing operation; Determine that there is a torque difference amount between the mixing torque corresponding to any path progress and the current torque, and determine this path progress as the inapplicable progress; Based on the superposition calculation of all inapplicable progress, determine the inapplicable proportion, and calculate based on the mean value of the maximum difference amount and the minimum difference amount among all the torque difference amounts corresponding to all inapplicable progress to obtain the difference average amount; Perform weighted processing on the inapplicable proportion and the difference average amount respectively, and perform a summation calculation on the obtained first evaluation value and the second evaluation value to obtain the inapplicable evaluation value; Determine that the inapplicable evaluation value is greater than or equal to the preset evaluation threshold, and determine this stirring area as a new standard area.

[0047] For example, in this embodiment, the determination of inapplicability for stirring can be specifically implemented based on the following method steps: First, when the working unit performs the current stirring operation on any stirring area within the area grouping, the stirring torque of this stirring area at each path progress can be collected in real time based on steps similar to the above, and compared and analyzed with the current torque corresponding to the current stirring operation; Next, if it is found that there is a torque difference amount exceeding the allowable deviation range between the stirring torque of any path progress and the current torque, then mark this path progress as an inapplicable progress; Subsequently, perform a quantitative analysis based on all marked inapplicable progress: on the one hand, calculate the percentage of the inapplicable progress in the total path progress of this stirring area, that is, the inapplicable ratio; on the other hand, extract the torque difference amounts corresponding to all inapplicable progress, calculate the arithmetic mean of the maximum difference amount and the minimum difference amount among them to obtain the average difference amount. For example, if there are 5 inapplicable progress in a certain stirring area, and their torque difference amounts are +12%, -18%, +9%, -15%, +10% respectively, then the average difference amount is (18 + 15) / 2 = 16.5%; Then, in order to be able to perform a comprehensive evaluation based on the inapplicable ratio and the average difference value in the subsequent process, the inapplicable ratio and the average difference value can be respectively subjected to corresponding normalization processing, and different weights are assigned to the inapplicable ratio and the average difference value after normalization for weighted processing, so that the weighted first evaluation value and the second evaluation value can be arithmetically summed to obtain an inapplicable evaluation value comprehensively reflecting the construction quality of this stirring area; for example, according to the geological complexity, the weight of the inapplicable ratio can be set to 0.6, and the weight of the average difference amount can be set to 0.4. If the inapplicable ratio of a certain stirring area is 20% (evaluation value 0.2×0.6 = 0.12), and the average difference amount is 16.5% (evaluation value 0.165×0.4 = 0.066), then the inapplicable evaluation value is 0.186; Finally, compare the calculated inapplicable evaluation value with the preset evaluation threshold. If the inapplicable evaluation value is greater than or equal to the threshold, it is determined that there are significant construction quality problems in this stirring area, and it needs to be re-determined as a new standard area. The server can then automatically trigger the re-calibration process for this area to ensure that the subsequent construction parameters are optimized and adjusted based on the new standard area.

[0048] According to the solution of the present invention, the server can control the working unit to perform a standard stirring operation on the standard area, and during this process, based on quality monitoring, perform real-time analysis on the stirring torque, determine the deviation generated during the stirring process accurately by calculating the torque difference amount, thereby realizing the dynamic training and optimization of the standard stirring operation, and improving the accuracy of the stirring operation. Then, the server will apply the current stirring operation obtained through dynamic training to other stirring areas adjacent to the standard area, thereby effectively reducing the stirring difference between areas and ensuring the uniformity and stability of the overall project quality. It should be noted that when encountering a situation where stirring is not applicable, the server will promptly re-determine this area as a new standard area and re-perform dynamic training, which has a certain degree of flexibility and self-adaptability, so as to ensure that the working unit can maintain an efficient and stable working state in various complex environments. The present invention can significantly improve the working efficiency and stirring quality of the working unit through standardized stirring operations, dynamic training based on torque difference amounts, and flexible area adjustment strategies, providing strong technical support and quality assurance for engineering construction.

[0049] Another embodiment of the present invention provides an intelligent quality monitoring system. Figure 3 For its corresponding system block diagram, as Figure 3 shown, the system includes: A standard stirring module, configured to control the working unit to perform a standard stirring operation on the stirring area determined as the standard area; A dynamic training model, configured to perform dynamic training of the standard stirring operation based on the torque difference amount determined by the quality monitoring of the working unit, where there is a torque difference amount between the stirring torque and the standard torque corresponding to any path progress; A standard update module, configured to perform the current stirring operation obtained through the dynamic training on other stirring areas having an adjacent relationship with the standard area, and when there is a situation where stirring is not applicable in any other stirring area, determine this other stirring area as a new standard area.

[0050] In the specification provided herein, the algorithms and displays are not inherently related to any specific computer, virtual system, or other device. Various general-purpose systems can also be used in conjunction with the examples of the present invention. Based on the above description, the structure required to construct such a system is obvious. In addition, the present invention is not directed to any specific programming language. It should be understood that the content of the present invention described herein can be implemented using various programming languages, and the description of the specific language above is to disclose the preferred embodiments of the present invention.

[0051] In the description provided herein, numerous specific details are set forth. It will be understood, however, that embodiments of the invention may be practiced without these specific details. In some instances, well-known methods, structures and techniques have not been shown in detail in order not to obscure an understanding of this description.

[0052] Similarly, it should be understood that in order to streamline this disclosure and assist in understanding one or more of the various inventive aspects, in the foregoing description of exemplary embodiments of the invention, various features of the invention are sometimes grouped together in a single embodiment, figure, or description thereof.

[0053] Those skilled in the art will appreciate that the modules or units or components of the devices in the examples disclosed herein may be arranged in the devices as described in that embodiment, or alternatively may be located in one or more devices different from those of the example. The modules in the foregoing examples may be combined into one module or further divided into multiple sub-modules.

[0054] Those skilled in the art will understand that the modules in the devices of the embodiments may be adaptively changed and disposed in one or more devices different from those of the embodiment. The modules or units or components in the embodiments may be combined into one module or unit or component, and furthermore may be divided into multiple sub-modules or sub-units or sub-components.

[0055] In addition, those skilled in the art will appreciate that although some of the embodiments described herein include certain features included in other embodiments but not others, the combination of features of different embodiments is within the scope of the invention and forms different embodiments.

[0056] In addition, some of the embodiments described herein are described as methods or combinations of method elements that may be implemented by a processor of a computer system or by other devices performing the functions. Accordingly, a processor having the necessary instructions for implementing the method or method elements forms a means for implementing the method or method elements. In addition, the elements described herein in the device embodiments are examples of the following devices: the device is for implementing the functions performed by the elements for the purpose of implementing the invention.

[0057] As used herein, unless otherwise specified, the use of ordinal numbers such as "first", "second", "third", etc. to describe ordinary objects merely indicates different instances of similar objects and is not intended to imply that the objects so described must have a given order in time, space, ranking, or in any other manner.

[0058] Although the invention has been described in terms of a limited number of embodiments, those skilled in the art will appreciate that other embodiments can be contemplated within the scope of the invention as thus described. Additionally, it should be noted that the language used in this specification has been principally selected for readability and instructional purposes rather than to limit or define the subject matter of the invention.

Claims

1. An intelligent quality monitoring method, characterized in that, It includes the following steps: Control the working unit to perform a standard stirring operation on the stirring area determined as the standard area; Based on the quality monitoring of the working unit, determine that there is a torque difference between the stirring torque and the standard torque corresponding to any path progress, and perform dynamic training on the standard stirring operation based on the torque difference; Perform the current stirring operation obtained through the dynamic training on other stirring areas adjacent to the standard area, and when stirring is not applicable in any other stirring area, determine this other stirring area as the new standard area.

2. The intelligent quality monitoring method according to claim 1, wherein: Controlling the working unit to perform a standard stirring operation on the stirring area determined as the standard area includes: Based on the survey results, perform terrain division on the foundation to be processed to obtain each divided terrain with terrain attributes, where the terrain attributes include muddy ground attributes and rocky ground attributes; Determine the stirring areas arranged at intervals in each divided terrain, and determine the stirring area closest to the center point of the region of the divided terrain as the standard area; Control the working unit to perform a standard stirring operation corresponding to the terrain attributes on the standard area.

3. The intelligent quality monitoring method according to claim 1, wherein: Controlling the working unit to perform a standard stirring operation corresponding to the terrain attributes on the standard area includes: In response to the terrain attribute being muddy ground attributes, control the working unit to perform a standard stirring operation on the standard area based on the retrieved standard data; In response to the terrain attribute being rocky ground attributes, determine whether there is another divided terrain with corresponding muddy ground attributes adjacent to it; When there is none, control the working unit to perform a standard stirring operation on the standard area based on the product result between the retrieved standard data and the attribute conversion coefficient; When there is, update the coefficient of the attribute conversion coefficient based on the obtained attribute influence coefficient, and control the working unit to perform a standard stirring operation on the standard area based on the product result between the retrieved standard data and the attribute conversion coefficient after coefficient update.

4. The intelligent quality monitoring method according to claim 3, wherein: Updating the coefficient of the attribute conversion coefficient based on the obtained attribute influence coefficient includes: Determine the divided terrain corresponding to the rock attribute as the first terrain, the divided terrain with corresponding muddy ground attributes adjacent to the first terrain as the second terrain, and determine the contour coincidence value and the size comparison value between the first terrain and the second terrain; Perform weight processing on the contour coincidence value and the size comparison value respectively, and obtain the attribute influence coefficient based on the summation calculation between the obtained first influence value and the second influence value; Update the coefficient of the attribute conversion coefficient based on the attribute influence coefficient.

5. The intelligent quality monitoring method according to claim 1, wherein: Based on the quality monitoring of the working unit, determine that there is a torque difference between the stirring torque and the standard torque corresponding to any path progress, and perform dynamic training on the standard stirring operation based on the torque difference, including: Establish a stirring path based on the bottom and top of the corresponding standard area, and perform quality monitoring of the corresponding path progress on the working unit performing the standard stirring operation based on the stirring path; When it is determined based on quality monitoring that there is a torque difference between the stirring torque at any path progress of the working unit and the standard torque, the path progress is determined as the starting progress, and starting from the starting progress, dynamic training based on the torque difference is performed on the remaining path progress; When there is no torque difference between the stirring torque of any remaining path progress and the standard torque, the path progress is determined as the termination progress, and starting from the termination progress, the dynamic training based on the torque difference for the remaining path progress is stopped.

6. The intelligent quality monitoring method according to claim 5, wherein Starting from the starting progress, performing dynamic training based on the torque difference on the remaining path progress includes: Determining the path movement rate corresponding to the starting progress based on the standard stirring operation; When it is determined that the stirring torque is less than the standard torque, increasing training is performed on the path movement rate based on the torque difference; When it is determined that the stirring torque is greater than the standard torque, decreasing training is performed on the path movement rate based on the torque difference.

7. The intelligent quality monitoring method according to claim 5, wherein Starting from the starting progress, performing dynamic training based on the torque difference on the remaining path progress includes: Determining the mixing liquid configuration ratio corresponding to the starting progress based on the standard stirring operation; When it is determined that the stirring torque is less than the standard torque, increasing training is performed on the mixing liquid configuration ratio based on the torque difference; When it is determined that the stirring torque is greater than the standard torque, decreasing training is performed on the mixing liquid configuration ratio based on the torque difference.

8. The intelligent quality monitoring method according to claim 6 or 7, wherein The method further includes: Establishing a torque buffer interval with the stirring torque corresponding to the starting progress as the interval central value; When it is determined that the stirring torque of any remaining path progress is within the torque buffer interval, performing the same dynamic training based on the torque difference as the starting progress on the remaining path progress.

9. The intelligent quality monitoring method according to claim 1, wherein Performing the current stirring operation obtained through the dynamic training on other stirring areas adjacent to the standard area, and when there is a situation where stirring is not applicable in any other stirring area, determining the other stirring area as a new standard area, includes: Obtaining the area distance between other stirring areas around the standard area and the standard area, and dividing the stirring areas with the same area distance into the same area group; Sequentially determining each area group as adjacent to the standard area in the order from near to far, and controlling the working unit to perform the current stirring operation obtained through dynamic training on all stirring areas in each area group; When it is determined that there is a situation where stirring is not applicable in the first stirring area corresponding to perform the current stirring operation in any area group, determining the stirring area as a new standard area.

10. The intelligent quality monitoring method according to claim 9, wherein When it is determined that there is a situation where stirring is not applicable in the first stirring area corresponding to perform the current stirring operation in any area group, determining the stirring area as a new standard area, includes: Execute the current stirring operation in any stirring area located in the area grouping, and compare the stirring torque corresponding to the stirring area with the current torque corresponding to the current stirring operation; Determine that there is a torque difference between the stirring torque corresponding to any path progress and the current torque, and determine the path progress as an inapplicable progress; Based on the superposition calculation of all inapplicable progress, determine the inapplicable ratio, and calculate based on the average value of the maximum difference and the minimum difference among all torque difference amounts corresponding to all inapplicable progress to obtain the average difference amount; Perform weighted processing on the inapplicable ratio and the average difference amount respectively, and perform a summation calculation on the obtained first evaluation value and the second evaluation value to obtain an inapplicable evaluation value; Determine that the inapplicable evaluation value is greater than or equal to the preset evaluation threshold, and determine the stirring area as a new standard area.

11. An intelligent quality monitoring system, characterized in that, Including: A standard stirring module configured to control the working unit to perform a standard stirring operation on the stirring area determined as the standard area; A dynamic training model configured to determine that there is a torque difference between the stirring torque corresponding to any path progress and the standard torque based on the quality monitoring of the working unit, and perform dynamic training on the standard stirring operation based on the torque difference amount; A standard update module configured to perform the current stirring operation obtained through the dynamic training on other stirring areas having an adjacent relationship with the standard area, and determine the other stirring area as a new standard area in the case of stirring inapplicability in any other stirring area.

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