Automatic control and monitoring method and system for concrete vibrator

Abstract

The embodiment of the invention provides an automatic control and monitoring method and system for a concrete vibrator, and the method comprises the steps: carrying out the slump test of target concrete, setting a test environment, and determining the standard requirement range of the slump in a test result; the method comprises the following steps: collecting preset vibration time and vibration frequency of a vibrator in a slump test, detecting the correlation between the vibration time and the vibration frequency and slump data, and generating a correlation table between the slump data and the vibration time and the vibration frequency in a slump standard requirement range based on the correlation; and real-time slump data of the construction site are monitored in real time, whether the real-time slump data are within the slump standard requirement range or not is detected, and when the real-time slump data are not within the slump standard requirement range, the vibrating time and the vibrating frequency of the vibrating machine are adjusted based on the association table.

Description

Technical Field

[0001] The invention relates to the technical field of concrete construction, and in particular to an automatic control and monitoring method and system for a concrete vibrator. Background Art

[0002] A concrete vibrator is a mechanical device used to improve the density and strength of concrete structures. During the concrete pouring process, the use of a vibrator can help remove air bubbles from the concrete and improve the uniformity and strength of the concrete. This is especially important for large infrastructure projects such as the construction of bridges, tunnels and high-rise buildings.

[0003] However, the current control system of the vibrator is not intelligent enough, and many operations need to be completed manually, such as determining when to start vibrating, when to stop vibrating, and how to adjust the vibration parameters. This not only increases the labor intensity, but also reduces the accuracy and consistency of the work. Summary of the invention

[0004] In view of the problems existing in the prior art, an embodiment of the present invention provides an automatic control and monitoring method and system for a concrete vibrator.

[0005] An embodiment of the present invention provides an automatic control and monitoring method for a concrete vibrator, comprising: Conduct slump test on target concrete, set test environment, and determine the slump standard requirement range in the test results; Collecting the vibration time and vibration frequency preset by the vibrator in the slump test, detecting the correlation between the vibration time and vibration frequency and the slump data, and generating a correlation table between the slump data and the vibration time and vibration frequency within the range of the slump standard requirements based on the correlation; The real-time slump data of the construction site is monitored in real time to detect whether the real-time slump data is within the slump standard requirement range. When the real-time slump data is not within the slump standard requirement range, the vibration time and vibration frequency of the vibrator are adjusted based on the association table.

[0006] In one embodiment, the method further comprises: Preset the standard range of vibration time and vibration frequency, design a test matrix within the standard range of vibration time and vibration frequency, and the standard requirement range of slump, and calculate the slump test data of the test matrix; Data analysis is performed on the test matrix and slump test data, a corresponding regression model is established, data fitting is performed on the regression model, and the correlation between the vibration time and the vibration frequency and the slump data is determined.

[0007] In one embodiment, the method further comprises: Determine each slump data within the range required by the slump standard, calculate the vibration time and vibration frequency corresponding to each slump data in combination with the correlation, and generate a corresponding association table. The slump standard requirement range is 160 mm to 200 mm.

[0008] In one embodiment, the method further comprises: The geographical location information of the construction site is obtained, and based on the geographical location information, a vibrator or a vibrator group corresponding to the geographical location is called.

[0009] In one embodiment, the method further comprises: When a slump adjustment instruction is received, the corresponding target slump is determined based on the slump adjustment instruction, and the vibration time and vibration frequency of the vibrator are adjusted in combination with the corresponding relationship.

[0010] The embodiment of the present invention provides an automatic control and monitoring system for a concrete vibrator, comprising: The test module is used to perform slump test on the target concrete, set the test environment, and determine the slump standard requirement range in the test results; A correlation module is used to collect the vibration time and vibration frequency preset by the vibrator in the slump test, detect the correlation between the vibration time and vibration frequency and the slump data, and generate a correlation table between the slump data and the vibration time and vibration frequency within the range of the slump standard requirements based on the correlation; The real-time adjustment module is used to monitor the real-time slump data of the construction site in real time, detect whether the real-time slump data is within the slump standard requirement range, and when the real-time slump data is not within the slump standard requirement range, adjust the vibration time and vibration frequency of the vibrator based on the association table.

[0011] In one embodiment, the system further comprises: A statistical module is used to preset a standard range of vibration time and vibration frequency, design a test matrix within the standard range of vibration time and vibration frequency, and within the standard requirement range of slump, and to count the slump test data of the test matrix; The data fitting module is used to perform data analysis on the test matrix and slump test data, establish a corresponding regression model, perform data fitting on the regression model, and determine the correlation between the vibration time and vibration frequency and the slump data.

[0012] In one embodiment, the system further comprises: The table module is used to determine each slump data within the slump standard requirement range, calculate the vibration time and vibration frequency corresponding to each slump data in combination with the correlation, and generate a corresponding association table. The slump standard requirement range is 160 mm to 200 mm.

[0013] An embodiment of the present invention provides an electronic device, including a processor and a memory; The processor is connected to the memory; The memory is used to store executable program code; The processor runs a program corresponding to the executable program code by reading the executable program code stored in the memory, so as to execute the method described in one or more embodiments.

[0014] An embodiment of the present invention provides a non-transitory computer-readable storage medium on which a computer program is stored. When the computer program is executed by a processor, the steps of the automatic control and monitoring method of the concrete vibrator are implemented.

[0015] In view of the above, in one or more embodiments of the present specification, a slump test is performed on the target concrete, a test environment is set, and the slump standard requirement range in the test results is determined; the vibration time and vibration frequency preset by the vibrator in the slump test are collected, and the correlation of the vibration time and vibration frequency to the slump data is detected, and based on the correlation, a correlation table between the slump data and the vibration time and vibration frequency within the slump standard requirement range is generated; the real-time slump data of the construction site is monitored in real time, and it is detected whether the real-time slump data is within the slump standard requirement range. When the real-time slump data is not within the slump standard requirement range, the vibration time and vibration frequency of the vibrator are adjusted based on the correlation table. In this way, the efficiency of the manually operated vibrator can be improved, the accuracy of concrete vibration can be improved, and the problem of incomplete compaction and separation of concrete can be solved. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0017] Figure 1 This is a flow chart of an automatic control and monitoring method for a concrete vibrator provided in one embodiment of this specification.

[0018] Figure 2It is a structural schematic diagram of an automatic control and monitoring system for a concrete vibrator provided in one embodiment of the present specification.

[0019] Figure 3 It is a structural schematic diagram of an electronic device provided by an embodiment of this specification. DETAILED DESCRIPTION

[0020] The subject matter described herein will now be discussed with reference to example embodiments. It should be understood that the discussion of these embodiments is only to enable those skilled in the art to better understand and implement the subject matter described herein, and is not a limitation of the scope of protection, applicability or examples set forth in the claims. The functions and arrangements of the elements discussed can be changed without departing from the scope of protection of the contents of this specification. Various examples can omit, replace or add various processes or components as needed. For example, the described method can be performed in an order different from the described order, and various steps can be added, omitted or combined. In addition, the features described relative to some examples can also be combined in other examples.

[0021] As used herein, the term "including" and its variations represent open terms, meaning "including but not limited to". The term "based on" means "based at least in part on". The terms "one embodiment" and "an embodiment" mean "at least one embodiment". The term "another embodiment" means "at least one other embodiment". The terms "first", "second", etc. may refer to different or the same objects. Other definitions may be included below, whether explicit or implicit. Unless the context clearly indicates otherwise, the definition of a term is consistent throughout the specification.

[0022] like Figure 1 As shown, an embodiment of the present invention provides an automatic control and monitoring method for a concrete vibrator, comprising: Step S101, performing a slump test on a target concrete, setting a test environment, and determining a slump standard requirement range in the test result.

[0023] Specifically, slump is one of the important parameters for evaluating the working performance of concrete, reflecting the fluidity, cohesion and water retention of concrete. Through the slump test, it can be judged whether the construction can proceed normally. In the laboratory and on the construction site, the slump test can be carried out on the target concrete. The test step can use a quantitative indicator to measure the degree of concrete slump, so as to judge whether the construction can proceed normally. The test step includes a comprehensive determination of multiple test processes. The test step includes cleaning the mold, preparing the sample, the vibration process, recording the height difference of the slump, etc. The test environment temperature should be between 5℃ and 35℃, and the relative humidity should be kept above 90%. The test results should be recorded and saved, including the test date, sample number, slump value and other information, and finally determine the standard requirement range of the slump. In this embodiment, the standard requirement range of the slump can be 160~200mm.

[0024] Step S102, collecting the preset vibration time and vibration frequency of the vibrator in the slump test, detecting the correlation between the vibration time and vibration frequency and the slump data, and generating a correlation table between the slump data and the vibration time and vibration frequency within the range of the slump standard requirements based on the correlation.

[0025] Specifically, during the slump test, the preset vibration time and vibration frequency of the vibrator are collected, wherein the vibration time and vibration frequency of the vibrator should exist in a standard range, because the time of each vibration should be controlled within a certain range, and should not be too long or too short. Too long a vibration time may cause concrete segregation, while too short a vibration time may not be able to fully eliminate bubbles and voids. Then, within the standard range of vibration time and vibration frequency, as well as the standard requirements of slump, a test matrix is ​​designed, and the test matrix covers different combinations of vibration time and vibration frequency. For each combination of vibration parameters, a slump test is performed. In the actual measurement, different vibration times and different vibration frequencies are used, and the test data of the slump value after each test is recorded, and the corresponding vibration time and vibration frequency are marked. Then, the collected data is statistically analyzed to determine the influence (correlation) of the vibration time and vibration frequency on the slump. For example, linear regression analysis, analysis of variance (ANOVA) and other statistical methods are used to analyze the relationship between the vibration time and vibration frequency and the slump. Then, a mathematical regression model (such as linear regression, polynomial regression, etc.) between the slump and the vibration time and vibration frequency is established, with the vibration time and vibration frequency as independent variables and the slump as the dependent variable. The model parameters are adjusted according to the verification results until a satisfactory degree of fit is achieved. Finally, a mathematical model that can accurately reflect the influence of the vibration time and vibration frequency on the slump is determined, and the correlation between the vibration time and vibration frequency and the slump data is determined. Determine each slump data within the range of the slump standard requirements, combine the correlation, calculate the vibration time and vibration frequency corresponding to each slump data, and generate the corresponding association table. The slump standard requirement range can be 160~200mm and the association table of the vibration time and vibration frequency can be shown in Table 1 and Table 2 below: Slump (mm) Vibration time (S) Frequency (times) 160~170 40~35 6280~5495 170~180 35~30 5495~4710 180~190 30~25 4710~3925 190~200 25~20 3925~3140 Table 1 Slump (mm) Vibration time (S) 160 40.0S 161 39.5S 162 39.0S 163 38.5S 164 38.0S 165 37.5S 166 37.0S 167 36.5S 168 36.0S 169 35.5S 170 35.0S Table 2 In addition, the vibration frequency of the vibrator per unit time may also be fixed. For example, in the present embodiment, the vibration frequency of the vibrator is 157 times per second.

[0026] Step S103, real-time monitoring of the real-time slump data of the construction site, detecting whether the real-time slump data is within the slump standard requirement range, and when the real-time slump data is not within the slump standard requirement range, adjusting the vibration time and vibration frequency of the vibrator based on the association table.

[0027] Specifically, at the real-time construction site, the real-time slump data of concrete is monitored in real time through the slump detection experiment, and it is detected whether the real-time slump data is within the slump standard requirement range. When the real-time slump data is not within the slump standard requirement range, the previously established mold association table is used to adjust the vibration time and frequency to achieve the ideal slump value.

[0028] In addition, during specific operations at the construction site, the associated table is run correspondingly to the vibrating motor and the vibrating unit. In the vibrating motor, the target slump is set to correspondingly jump out the vibration time and vibration frequency, and the geographical location information of the construction site is obtained. Based on the geographical location information, the vibrator or vibrating unit corresponding to the geographical location is called to perform the vibration work.

[0029] An automatic control and monitoring method for a concrete vibrator provided by an embodiment of the present invention performs a slump test on a target concrete, sets a test environment, and determines the slump standard requirement range in the test result; collects the vibration time and vibration frequency preset by the vibrator in the slump test, detects the correlation between the vibration time and vibration frequency and the slump data, and generates a correlation table between the slump data and the vibration time and vibration frequency within the slump standard requirement range based on the correlation; monitors the real-time slump data of the construction site in real time, detects whether the real-time slump data is within the slump standard requirement range, and when the real-time slump data is not within the slump standard requirement range, adjusts the vibration time and vibration frequency of the vibrator based on the correlation table. In this way, the efficiency of the manually operated vibrator can be improved, the accuracy of concrete vibration can be improved, and the problem of incomplete compaction and separation of concrete can be solved. .

[0030] See also Figure 2 , Figure 2 Schematic diagram of the structure of an automatic control and monitoring system for a concrete vibrator provided in an embodiment of the present application. Figure 2 As shown, the system comprises: The test module S201 is used to perform a slump test on the target concrete, set the test environment, and determine the slump standard requirement range in the test results; The association module S202 is used to collect the vibration time and vibration frequency preset by the vibrator in the slump test, detect the correlation between the vibration time and vibration frequency and the slump data, and generate a correlation table between the slump data and the vibration time and vibration frequency within the range of the slump standard requirements based on the correlation; The real-time adjustment module S203 is used to monitor the real-time slump data of the construction site in real time, detect whether the real-time slump data is within the slump standard requirement range, and when the real-time slump data is not within the slump standard requirement range, adjust the vibration time and vibration frequency of the vibrator based on the association table.

[0031] In one embodiment, the system further comprises: A statistical module is used to preset a standard range of vibration time and vibration frequency, design a test matrix within the standard range of vibration time and vibration frequency, and within the standard requirement range of slump, and to count the slump test data of the test matrix; The data fitting module is used to perform data analysis on the test matrix and slump test data, establish a corresponding regression model, perform data fitting on the regression model, and determine the correlation between the vibration time and vibration frequency and the slump data.

[0032] In one embodiment, the system further comprises: The table module is used to determine each slump data within the slump standard requirement range, calculate the vibration time and vibration frequency corresponding to each slump data in combination with the correlation, and generate a corresponding association table. The slump standard requirement range is 160 mm to 200 mm.

[0033] Those skilled in the art can clearly understand that the technical solutions of the embodiments of the present application can be implemented with the help of software and / or hardware. The "unit" and "module" in this specification refer to software and / or hardware that can independently complete or cooperate with other components to complete specific functions, where the hardware can be, for example, a field programmable gate array (FPGA), an integrated circuit (IC), etc.

[0034] Each processing unit and / or module of the embodiments of the present application may be implemented by an analog circuit that implements the functions described in the embodiments of the present application, or may be implemented by software that executes the functions described in the embodiments of the present application.

[0035] See also Figure 3 , which shows a schematic diagram of the structure of an electronic device involved in an embodiment of the present application, the electronic device can be used to implement Figure 1 The method in the embodiment shown. Figure 3 As shown, the electronic device 300 may include: at least one processor 301 , at least one network interface 304 , a user interface 303 , a memory 305 , and at least one communication bus 302 .

[0036] The communication bus 302 is used to realize the connection and communication between these components.

[0037] The user interface 303 may include a display screen (Display) and a camera (Camera). Optionally, the user interface 303 may also include a standard wired interface and a wireless interface.

[0038] The network interface 304 may optionally include a standard wired interface or a wireless interface (such as a WI-FI interface).

[0039] Among them, the processor 301 may include one or more processing cores. The processor 301 uses various interfaces and lines to connect various parts of the entire electronic device 300, and executes various functions and processes data of the terminal 300 by running or executing instructions, programs, code sets or instruction sets stored in the memory 305, and calling data stored in the memory 305. Optionally, the processor 301 can be implemented in at least one hardware form of digital signal processing (Digital Signal Processing, DSP), field programmable gate array (Field-Programmable Gate Array, FPGA), and programmable logic array (Programmable Logic Array, PLA). The processor 301 can integrate one or a combination of a processor (Central Processing Unit, CPU), an image processor (Graphics Processing Unit, GPU) and a modem. Among them, the CPU mainly processes the operating system, user interface and application programs; the GPU is responsible for rendering and drawing the content to be displayed on the display screen; the modem is used to process wireless communications. It can be understood that the above-mentioned modem may not be integrated into the processor 301, and it can be implemented separately through a chip.

[0040] Among them, the memory 305 may include a random access memory (Random Access Memory, RAM) and may also include a read-only memory (Read-Only Memory). Optionally, the memory 305 includes a non-transitory computer-readable storage medium. The memory 305 can be used to store instructions, programs, codes, code sets or instruction sets. The memory 305 may include a program storage area and a data storage area, wherein the program storage area may store instructions for implementing an operating system, instructions for at least one function (such as a touch function, a sound playback function, an image playback function, etc.), instructions for implementing the above-mentioned various method embodiments, etc.; the data storage area may store data involved in the above-mentioned various method embodiments, etc. The memory 305 may also be optionally at least one storage device located away from the aforementioned processor 301. As Figure 3 As shown, the memory 305 as a computer storage medium may include an operating system, a network communication module, a user interface module, and program instructions.

[0041] exist Figure 3 In the electronic device 300 shown, the user interface 303 is mainly used to provide an input interface for the user and obtain the data input by the user; and the processor 301 can be used to call the interactive application based on image generation stored in the memory 305, and specifically perform the following operations: perform a slump test on the target concrete, set the test environment, and determine the slump standard requirement range in the test results; collect the vibration time and vibration frequency preset by the vibrator in the slump test, detect the correlation between the vibration time and vibration frequency and the slump data, and based on the correlation, generate an association table between the slump data and the vibration time and vibration frequency within the slump standard requirement range; monitor the real-time slump data of the construction site in real time, detect whether the real-time slump data is within the slump standard requirement range, and when the real-time slump data is not within the slump standard requirement range, adjust the vibration time and vibration frequency of the vibrator based on the association table.

[0042] The present application also provides a computer-readable storage medium on which a computer program is stored, and when the program is executed by a processor, the steps of the above method are implemented. The computer-readable storage medium may include, but is not limited to, any type of disk, including a floppy disk, an optical disk, a DVD, a CD-ROM, a micro drive, and a magneto-optical disk, a ROM, a RAM, an EPROM, an EEPROM, a DRAM, a VRAM, a flash memory device, a magnetic card or an optical card, a nanosystem (including a molecular memory IC), or any type of medium or device suitable for storing instructions and / or data.

[0043] It should be noted that, for the aforementioned method embodiments, for the sake of simplicity, they are all expressed as a series of action combinations, but those skilled in the art should be aware that the present application is not limited by the described order of actions, because according to the present application, certain steps can be performed in other orders or simultaneously. Secondly, those skilled in the art should also be aware that the embodiments described in the specification are all preferred embodiments, and the actions and modules involved are not necessarily required by the present application.

[0044] In the above embodiments, the description of each embodiment has its own emphasis. For parts that are not described in detail in a certain embodiment, reference can be made to the relevant descriptions of other embodiments.

[0045] In the several embodiments provided in the present application, it should be understood that the disclosed devices can be implemented in other ways. For example, the device embodiments described above are only schematic, such as the division of the units, which is only a logical function division. There may be other division methods in actual implementation, such as multiple units or components can be combined or integrated into another system, or some features can be ignored or not executed. Another point is that the mutual coupling or direct coupling or communication connection shown or discussed can be through some service interfaces, and the indirect coupling or communication connection of devices or units can be electrical or other forms.

[0046] The units described as separate components may or may not be physically separated, and the components shown as units may or may not be physical units, that is, they may be located in one place or distributed on multiple network units. Some or all of the units may be selected according to actual needs to achieve the purpose of the solution of this embodiment.

[0047] In addition, each functional unit in each embodiment of the present application may be integrated into one processing unit, or each unit may exist physically separately, or two or more units may be integrated into one unit. The above-mentioned integrated unit may be implemented in the form of hardware or in the form of software functional units.

[0048] If the integrated unit is implemented in the form of a software functional unit and sold or used as an independent product, it can be stored in a computer-readable memory. Based on this understanding, the technical solution of the present application, or the part that contributes to the prior art, or all or part of the technical solution can be embodied in the form of a software product. The computer software product is stored in a memory, including a number of instructions to enable a computer device (which can be a personal computer, server or network device, etc.) to execute all or part of the steps of the method described in each embodiment of the present application. The aforementioned memory includes: U disk, read-only memory (ROM), random access memory (RAM), mobile hard disk, disk or optical disk and other media that can store program codes.

[0049] A person skilled in the art may understand that all or part of the steps in the various methods of the above embodiments may be completed by entering a program to instruct related hardware, and the program may be stored in a computer-readable memory, which may include a flash drive, a read-only memory (ROM), a random access memory (RAM), a magnetic disk or an optical disk, etc.

[0050] The above is a description of a specific embodiment of the specification. Other embodiments are within the scope of the appended claims. In some cases, the actions or steps recorded in the claims can be performed in an order different from that in the embodiments and still achieve the desired results. In addition, the processes depicted in the drawings do not necessarily require the specific order or continuous order shown to achieve the desired results. In some embodiments, multitasking and parallel processing are also possible or may be advantageous.

Claims

1. A method for automatic control and monitoring of a concrete vibrator, characterized in that: include: Conduct slump test on target concrete, set test environment, and determine the slump standard requirement range in the test results; Collecting the vibration time and vibration frequency preset by the vibrator in the slump test, detecting the correlation between the vibration time and vibration frequency and the slump data, and generating a correlation table between the slump data and the vibration time and vibration frequency within the range of the slump standard requirements based on the correlation; The real-time slump data of the construction site is monitored in real time to detect whether the real-time slump data is within the slump standard requirement range. When the real-time slump data is not within the slump standard requirement range, the vibration time and vibration frequency of the vibrator are adjusted based on the association table.

2. The automatic control and monitoring method of a concrete vibrator according to claim 1, characterized in that: The correlation between the detection vibration time and vibration frequency and the slump data includes: Preset the standard range of vibration time and vibration frequency, design a test matrix within the standard range of vibration time and vibration frequency, and the standard requirement range of slump, and calculate the slump test data of the test matrix; Data analysis is performed on the test matrix and slump test data, a corresponding regression model is established, data fitting is performed on the regression model, and the correlation between the vibration time and the vibration frequency and the slump data is determined.

3. The automatic control and monitoring method of a concrete vibrator according to claim 2, characterized in that: Based on the correlation, a correlation table between slump data and vibration time and vibration frequency within the range of slump standard requirements is generated, including: Determine each slump data within the range required by the slump standard, calculate the vibration time and vibration frequency corresponding to each slump data in combination with the correlation, and generate a corresponding association table. The slump standard requirement range is 160 mm to 200 mm.

4. The automatic control and monitoring method of a concrete vibrator according to claim 1, characterized in that: The method further comprises: The geographical location information of the construction site is obtained, and based on the geographical location information, a vibrator or a vibrator group corresponding to the geographical location is called.

5. The automatic control and monitoring method of a concrete vibrator according to claim 1, characterized in that: The method further comprises: When a slump adjustment instruction is received, the corresponding target slump is determined based on the slump adjustment instruction, and the vibration time and vibration frequency of the vibrator are adjusted in combination with the corresponding relationship.

6. An automatic control and monitoring system for a concrete vibrator, characterized in that: The system comprises: The test module is used to perform slump test on the target concrete, set the test environment, and determine the slump standard requirement range in the test results; A correlation module is used to collect the vibration time and vibration frequency preset by the vibrator in the slump test, detect the correlation between the vibration time and vibration frequency and the slump data, and generate a correlation table between the slump data and the vibration time and vibration frequency within the range of the slump standard requirements based on the correlation; The real-time adjustment module is used to monitor the real-time slump data of the construction site in real time, detect whether the real-time slump data is within the slump standard requirement range, and when the real-time slump data is not within the slump standard requirement range, adjust the vibration time and vibration frequency of the vibrator based on the association table.

7. The automatic control and monitoring system for a concrete vibrator according to claim 6, characterized in that: The system further comprises: A statistical module is used to preset a standard range of vibration time and vibration frequency, design a test matrix within the standard range of vibration time and vibration frequency, and within the standard requirement range of slump, and to count the slump test data of the test matrix; The data fitting module is used to perform data analysis on the test matrix and slump test data, establish a corresponding regression model, perform data fitting on the regression model, and determine the correlation between the vibration time and vibration frequency and the slump data.

8. The automatic control and monitoring system for a concrete vibrator according to claim 7, characterized in that: The system further comprises: The table module is used to determine each slump data within the slump standard requirement range, calculate the vibration time and vibration frequency corresponding to each slump data in combination with the correlation, and generate a corresponding association table. The slump standard requirement range is 160 mm to 200 mm.

9. An electronic device comprising a processor and a memory; The processor is connected to the memory; The memory is used to store executable program code; The processor runs a program corresponding to the executable program code by reading the executable program code stored in the memory, so as to execute the method according to any one of claims 1 to 5.

10. A computer-readable storage medium having a computer program stored thereon, wherein the computer program, when executed by a processor, implements the method according to any one of claims 1 to 5.

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