Anchor cable tensioning quality detection method, device, equipment and medium

Abstract

The invention relates to the field of anchor cable detection, in particular to an anchor cable tensioning quality detection method, device and equipment and a medium. The method comprises the steps that parameter information (such as the length, the diameter and the material) of a to-be-detected anchor cable is obtained through pre-detection, then deformation detection and tension detection are conducted, the physical state of the anchor cable can be comprehensively and accurately evaluated, tension detection can reflect the current stress state of the anchor cable and is an important index for evaluating the performance and safety of the anchor cable, and the accuracy of the anchor cable is improved. Based on the deformation detection result, the tension detection result and the result of the anchoring detection item, the tension quality of the anchor cable is comprehensively evaluated, the actual working state and performance of the anchor cable can be more comprehensively reflected, and a scientific basis is provided for subsequent maintenance, reinforcement or replacement, so that the comprehensiveness of the detection of the tension quality of the anchor cable is improved.

Description

Technical Field

[0001] The present application relates to the field of anchor cable detection, and in particular to a method, device, equipment and medium for detecting the tensioning quality of an anchor cable. Background Art

[0002] Anchor cables, as an important means of structural reinforcement and stabilization, are widely used in various engineering structures. They not only enhance the bearing capacity and stability of structures but are also commonly used to mitigate and protect against geological disasters. Through their powerful tension and anchoring forces, anchor cables tightly connect structures to the rock and soil, forming an integrated load-bearing system that effectively resists external loads and deformation. The stability and reliability of their performance are directly related to the safety and durability of the entire engineering structure.

[0003] In existing technology, anchor cable tension is typically tested by inspectors to determine the anchor cable tension quality based on the anchor cable tension. However, relying solely on the anchor cable tension and the anchor cable tension quality determined by the inspectors' test results is not only susceptible to subjective factors, but also makes the testing process overly one-sided and unable to fully evaluate the anchor cable tension quality. Summary of the Invention

[0004] In order to improve the comprehensiveness of anchor cable tensioning quality detection, the present application provides an anchor cable tensioning quality detection method, device, equipment and medium.

[0005] In the first aspect, the present application provides a method for detecting the quality of anchor cable tensioning, which adopts the following technical solution: A method for detecting the quality of anchor cable tensioning, comprising: Pre-testing the anchor cable to be tested to obtain parameter information of the anchor cable to be tested; Based on the parameter information of the anchor cable to be tested, a deformation test result and a tension test result of the anchor cable to be tested are obtained; Determining the anchoring inspection item corresponding to the anchor cable to be inspected; Testing the anchorage corresponding to the anchor cable to be tested based on the test item to obtain a test result corresponding to the test item; The tensioning quality of the anchor cable to be tested is determined based on the deformation test result, the tension test result and the item test result.

[0006] By adopting the above technical solution, the parameter information of the anchor cable to be tested (such as length, diameter, material, etc.) is obtained through pre-testing, and then deformation test and tension test are carried out, which can comprehensively and accurately evaluate the physical state of the anchor cable. The tension test can reflect the current stress state of the anchor cable and is an important indicator for evaluating the performance and safety of the anchor cable. Based on the deformation test results, tension test results and the results of the anchoring test project, the tensioning quality of the anchor cable is comprehensively evaluated, which can more comprehensively reflect the actual working status and performance of the anchor cable, provide a scientific basis for subsequent maintenance, reinforcement or replacement, and thus improve the comprehensiveness of the detection of the tensioning quality of the anchor cable.

[0007] In a possible implementation, pre-testing the anchor cable to be tested to obtain parameter information of the anchor cable to be tested includes: Obtaining the material type of the anchor cable to be tested; Generate a detection instruction, wherein the detection instruction includes a length detection sub-instruction, a surface detection sub-instruction, an anchor length detection sub-instruction, and a diameter detection sub-instruction; receiving a detection result corresponding to the detection instruction; Based on the material type and the test result corresponding to the test instruction, parameter information of the anchor cable to be tested is obtained.

[0008] By adopting the above technical solution, the main inspection dimensions of the anchor cable can be systematically covered through pre-designed inspection instructions (including sub-instructions such as length, surface, anchor length and diameter), avoiding omissions during the inspection process, thereby improving the comprehensiveness and accuracy of the inspection. Based on the material type and detailed inspection results (such as length, surface condition, anchor length, diameter, etc.), the overall performance of the anchor cable can be comprehensively evaluated.

[0009] In a possible implementation, obtaining a deformation detection result and a tension detection result of the anchor cable to be detected based on parameter information of the anchor cable to be detected includes: Based on the parameter information of the anchor cable to be detected, performing deformation detection on the anchor cable to be detected to obtain a deformation detection result; Based on the deformation detection result and the parameter information of the anchor cable to be detected, a tension detection method of the anchor cable to be detected is determined to perform tension detection on the anchor cable to be detected to obtain a tension detection result.

[0010] By adopting this technical solution, and by comprehensively considering the parameters of the anchor cable to be tested (such as material type, length, diameter, and anchor length), a more accurate understanding of the physical properties and stress state of the anchor cable can be achieved. This provides a scientific basis for subsequent deformation and tension testing, making the test results more closely aligned with the actual condition of the anchor cable, thereby improving the scientific nature and accuracy of the test. After deformation testing, the tension test method is determined based on the deformation test results and the anchor cable parameters, allowing for a more accurate assessment of the anchor cable's tension state and avoiding blind or inadequate testing.

[0011] In a possible implementation, the parameter information of the anchor cable to be tested includes the anchor cable length, the anchor cable surface condition, the anchor cable diameter, and the anchor cable material type. The deformation detection of the anchor cable to be tested based on the parameter information of the anchor cable to be tested to obtain the deformation detection result includes: Determining whether the surface state of the anchor cable meets the preset state requirements; If the surface state of the anchor cable does not meet the preset state requirement, determining that the deformation detection method corresponding to the anchor cable to be detected is acoustic wave detection, so as to perform deformation detection on the anchor cable to be detected and obtain a deformation detection result; If the surface state of the anchor cable meets the preset state requirements, the detection accuracy corresponding to the anchor cable to be detected is determined based on the anchor cable material type, the anchor cable length and the anchor cable diameter, and the detection method corresponding to the detection accuracy is determined to perform deformation detection on the anchor cable to be detected and obtain a deformation detection result.

[0012] By employing this technical solution, which first determines whether the anchor cable's surface condition meets pre-set requirements, it can identify anchor cables that may be susceptible to inspection errors or require special attention due to surface defects (such as corrosion and cracks). For anchor cables with poor surface condition, acoustic testing is employed, as it is more sensitive to surface defects and can more accurately reflect internal deformation. For anchor cables with good surface condition, the testing accuracy and method are further determined based on parameters such as material type, length, and diameter to ensure accurate test results.

[0013] In a possible implementation, determining a tension detection method for the anchor cable to be detected based on the deformation detection result and parameter information of the anchor cable to be detected includes: Determining whether the deformation detection result meets the preset deformation requirement; If the deformation detection result does not meet the preset deformation requirement, the displacement method and the vibration method are determined as the tension detection methods of the anchor cable to be detected; If the deformation detection result meets the preset deformation requirement, the current environmental information is obtained, and based on the current environmental information, the tension detection accuracy of the anchor cable to be detected is determined, and the detection method corresponding to the tension detection accuracy is determined as the tension detection method of the anchor cable to be detected.

[0014] By employing this technical solution, the system can identify anchor cables whose deformation is too large, potentially affecting the accuracy of tension testing, by determining whether the deformation test results meet preset deformation requirements. For anchor cables whose deformation does not meet the requirements, both the displacement and vibration methods are used for testing. These two methods reflect the tension state of the anchor cable from different perspectives, enabling mutual verification and improving the accuracy and reliability of testing. For anchor cables whose deformation meets the requirements, the testing accuracy and method are determined based on the current environmental information, avoiding unnecessary complex testing and improving testing efficiency.

[0015] In a possible implementation, the parameter information of the anchor cable to be tested includes an anchoring length, and determining the anchoring test item corresponding to the anchor cable to be tested includes: Obtaining the anchoring purpose of the anchor corresponding to the anchor cable to be detected; Determining the anchoring detection condition corresponding to the anchor cable to be detected based on the anchoring purpose and the anchoring length; A detection method that meets preset detection conditions is determined from multiple detection methods to serve as a detection item for the anchoring corresponding to the anchor cable to be detected.

[0016] By adopting the above technical solution and understanding the purpose of anchoring, we can more accurately grasp its role and requirements in actual projects, thereby determining more appropriate inspection items. At the same time, combined with the key parameter of anchoring length, the inspection conditions can be further refined to ensure that the inspection items are neither too cumbersome nor too simple, thereby improving the pertinence and effectiveness of the inspection.

[0017] In a possible implementation, determining the tension quality of the anchor cable to be tested based on the deformation test result, the tension test result, and the item test result includes: Acquiring historical environmental data, wherein the historical environmental data is environmental data of the anchor cable to be tested within a historical period from the time of installation to the current time, and the environmental data includes temperature and humidity; Determining the degree of influence of the historical environmental data on the deformation, tension, and anchoring force of the anchor cable to be tested; Determining deformation requirements, tension requirements, and anchoring force requirements based on the deformation influence degree, tension influence degree, and anchoring force influence degree of the anchor cable to be tested; Determining whether the deformation test result meets the deformation requirement, determining whether the tension test result meets the tension requirement, and determining whether the item test result meets the anchoring force requirement; If the deformation detection result, the tension detection result and the item detection result all meet the corresponding requirements, it is determined that the tensioning quality of the anchor cable to be detected is good.

[0018] By employing this technical solution, the team captured historical environmental data and determined its impact on anchor cable deformation, tension, and anchoring force. This approach allows for a more comprehensive consideration of the performance variations of anchor cables in actual operating environments. This comprehensive consideration results in more accurate assessments, more accurately reflecting the anchor cable's tensioning quality.

[0019] In a second aspect, the present application provides an anchor cable tensioning quality detection device, which adopts the following technical solution: An anchor cable tensioning quality detection device, comprising: A pre-detection module is used to perform pre-detection on the anchor cable to be detected to obtain parameter information of the anchor cable to be detected; A result determination module, configured to obtain a deformation detection result and a tension detection result of the anchor cable to be detected based on parameter information of the anchor cable to be detected; An item determination module, used to determine the inspection item of the anchor corresponding to the anchor cable to be inspected; A detection module, configured to detect the anchor corresponding to the anchor cable to be detected based on the detection item, so as to obtain a project detection result corresponding to the detection item; The quality determination module is used to determine the tensioning quality of the anchor cable to be tested based on the deformation detection result, the tension detection result and the item detection result.

[0020] In a third aspect, the present application provides an electronic device, which adopts the following technical solution: An electronic device, comprising: at least one processor; Memory; At least one application, wherein the at least one application is stored in a memory and configured to be executed by at least one processor, and the at least one application is configured to: execute the anchor cable tensioning quality detection method described in the first aspect above.

[0021] In a fourth aspect, the present application provides a computer-readable storage medium, which adopts the following technical solution: A computer-readable storage medium includes: a computer program stored therein that can be loaded by a processor and execute the anchor cable tensioning quality detection method described in the first aspect above.

[0022] In summary, the present application includes the following beneficial technical effects: obtaining parameter information (such as length, diameter, material, etc.) of the anchor cable to be tested through pre-testing, and then performing deformation detection and tension detection, which can comprehensively and accurately evaluate the physical state of the anchor cable, and the tension detection can reflect the current stress state of the anchor cable, which is an important indicator for evaluating the performance and safety of the anchor cable. Based on the deformation detection results, tension detection results and the results of the anchoring detection project, the tensioning quality of the anchor cable is comprehensively evaluated, which can more comprehensively reflect the actual working status and performance of the anchor cable, and provide a scientific basis for subsequent maintenance, reinforcement or replacement, thereby improving the comprehensiveness of the detection of the tensioning quality of the anchor cable. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] Figure 1 This is a flow chart of a method for detecting the quality of anchor cable tensioning provided in an embodiment of the present application; Figure 2 1 is a block diagram of an anchor cable tensioning quality detection device provided in an embodiment of the present application; Figure 3 This is a schematic diagram of an electronic device provided in an embodiment of the present application. DETAILED DESCRIPTION

[0024] The following is combined with Figure 1 -Attached Figure 3 This application is described in further detail.

[0025] To make the purpose, technical solutions, and advantages of the embodiments of this application more clear, the technical solutions in the embodiments of this application will be clearly and completely described below in conjunction with the drawings in the embodiments of this application. Obviously, the described embodiments are part of the embodiments of this application, not all of the embodiments. Based on the embodiments in this application, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of this application.

[0026] In order to facilitate understanding of the technical solutions proposed in this application, several elements that will be introduced in the description of this application are first introduced here. It should be understood that the following introduction is only for the convenience of understanding these elements, so as to understand the content of the embodiments of this application, and does not necessarily cover all possible situations.

[0027] Anchor tension refers to the pulling force in an anchor chain or cable, a crucial mechanical parameter for securing a vessel or structure. Anchors are typically made of steel cables and anchored underground or underwater. Their weight and tension provide stable support and resistance to wind and waves for the vessel or structure.

[0028] Deformation detection is a series of tasks that involves continuously observing the deformation phenomena of deformable bodies (such as engineering buildings, geological structures, etc.), analyzing their deformation forms, and predicting their deformation development trends.

[0029] The anchor cable tensioning quality refers to the ability of the anchor cable to achieve and maintain its design performance and requirements during the tensioning process.

[0030] As an important means of structural reinforcement and stabilization, anchor cables are widely used in various engineering structures. They are not only used to improve the bearing capacity and stability of the structure, but are also often used for the control and protection of geological disasters. The anchor cable tightly connects the structure with the rock and soil through its strong tensioning force and anchoring force, forming an overall force system, thereby effectively resisting external loads and deformation. The stability and reliability of its performance are directly related to the safety and durability of the entire engineering structure. The existing technology generally requires inspectors to test the tension of the anchor cable to determine the tensioning quality of the anchor cable based on the tension of the anchor cable. However, the tension of the anchor cable detected only by the inspectors and the tensioning quality of the anchor cable determined by the inspectors' test results are not only easily affected by subjective factors, but also make the testing process too one-sided and unable to fully evaluate the tensioning quality of the anchor cable.

[0031] In view of this, an embodiment of the present application provides a method for detecting the quality of anchor cable tensioning, which obtains parameter information of the anchor cable to be detected (such as length, diameter, material, etc.) through pre-detection, and then performs deformation detection and tension detection, which can comprehensively and accurately evaluate the physical state of the anchor cable. The tension detection can reflect the current stress state of the anchor cable, which is an important indicator for evaluating the performance and safety of the anchor cable. Based on the deformation detection results, tension detection results and the results of the anchoring detection project, the tensioning quality of the anchor cable is comprehensively evaluated, which can more comprehensively reflect the actual working status and performance of the anchor cable, and provide a scientific basis for subsequent maintenance, reinforcement or replacement, thereby improving the comprehensiveness of the detection of the anchor cable tensioning quality.

[0032] The embodiment of the present application provides a method for detecting the quality of anchor cable tensioning, such as Figure 1 As shown, the method provided in the embodiment of the present application is performed by an electronic device, which can be a server or a terminal device, wherein the server can be an independent physical server, a server cluster or distributed system composed of multiple physical servers, or a cloud server providing cloud computing services. The terminal device can be a smartphone, a tablet computer, a laptop computer, a desktop computer, etc., but is not limited thereto. The terminal device and the server can be directly or indirectly connected via wired or wireless communication, which is not limited in the embodiment of the present application. The method includes steps S101 to S105, wherein: Step S101: Pre-test the anchor cable to be tested to obtain parameter information of the anchor cable to be tested.

[0033] The parameter information may include the length, diameter, material type, and surface condition of the anchor cable to be inspected, etc. The surface condition is used to characterize the integrity of the upper surface of the anchor cable to be inspected.

[0034] Specifically, the electronic device can generate a pre-detection instruction including parameter information corresponding to the anchor cable to be detected, and display the pre-detection instruction to instruct the inspector to perform a pre-detection on the anchor cable to be detected, and input the measured parameter information corresponding to the anchor cable to be detected, and the electronic device receives the parameter information corresponding to the anchor cable to be detected.

[0035] Step S102: Based on the parameter information of the anchor cable to be detected, a deformation detection result and a tension detection result of the anchor cable to be detected are obtained.

[0036] After obtaining the parameter information of the anchor cable to be tested, deformation testing and tension testing can be performed on the anchor cable to conduct a comprehensive inspection of the anchor cable. For deformation testing of the anchor cable, detection methods including acoustic wave reflection method and ultrasonic detection method can be used; for tension testing of the anchor cable, detection methods such as equivalent mass method can be used.

[0037] Specifically, after obtaining the parameter information of the anchor cable to be tested, a first detection instruction can be generated based on the ultrasonic detection method to instruct the test personnel to perform deformation detection on the anchor cable to be tested, and receive the deformation detection results corresponding to the anchor cable to be tested (such as displacement, inclination, etc.); similarly, a second detection instruction is generated based on the equivalent mass method to instruct the test personnel to perform tension detection on the anchor cable to be tested, and receive the tension detection results corresponding to the anchor cable to be tested (such as tension, tension distribution, etc.).

[0038] Step S103: Determine the anchoring inspection item corresponding to the anchor cable to be inspected.

[0039] Among them, the inspection items may be one or more inspection contents among anchoring length inspection, anchoring force inspection, anchoring density inspection and anchoring quality inspection.

[0040] The anchoring quality of anchor cables is one of the key factors affecting the safety of the entire project. As an important means of structural reinforcement, the anchoring effect of anchor cables is directly related to the stability and durability of the structure. Therefore, when determining the tensioning quality of the anchor cables to be tested, the anchoring corresponding to the anchor cables to be tested can be tested. Specifically, you can refer to the national standards related to anchor cable anchoring, such as the "Technical Code for Building Slope Engineering" (GB50330-2002) and the "Technical Code for Geotechnical Anchor Rods (Cables)" (CECS22:2005). These standards usually include the items, methods and requirements for anchoring quality testing. The anchoring quality testing items in the anchoring-related standards can be used as the testing items for the anchoring corresponding to the anchor cables to be tested.

[0041] Step S104: testing the anchorage corresponding to the anchor cable to be tested based on the test item to obtain a test result corresponding to the test item.

[0042] After determining the inspection items, select the appropriate inspection method for each inspection item based on the inspection content. For example, the acoustic wave reflection method can be used to inspect the anchor rod length; the ultrasonic testing method or radar testing method can be used to inspect the grouting density; and the pull-out test method can be used to inspect the anchoring force.

[0043] Specifically, a corresponding inspection instruction is generated based on each inspection content to instruct the inspection personnel to perform the corresponding inspection on the anchor corresponding to the anchor cable to be inspected. The inspection information corresponding to each inspection content of the anchor corresponding to the anchor cable to be inspected is received, and the inspection information corresponding to each inspection content is analyzed to obtain the inspection result corresponding to each inspection content. For example, for the acoustic wave reflection method, it is necessary to analyze the time, amplitude, and phase of the reflected wave to determine the length of the anchor rod and the density of the grouting; for the pull-out test method, it is necessary to record and analyze the load-displacement curve to determine the anchoring force.

[0044] Furthermore, the test results corresponding to the test contents obtained through analysis are recorded as project test results, wherein the project test results may include specific numerical values, charts, or conclusive descriptions.

[0045] Step S105: Determine the tension quality of the anchor cable to be tested based on the deformation test result, the tension test result and the item test result.

[0046] Here, the tensioning quality can be good or poor.

[0047] Specifically, the deformation test results (such as displacement, inclination, etc.), tension test results (such as tensioning force, tension distribution, etc.), and anchor test results (such as anchor rod length, grouting density, anchoring force, etc.) are summarized. Each test result is then checked to see if it meets its corresponding preset standard. If each test result meets the corresponding preset standard, the tensioning quality of the anchor cable to be tested is determined to be good; if any test result does not meet the corresponding preset standard, the tensioning quality of the anchor cable to be tested is determined to be poor. Each test result corresponds to a preset standard, which is the standard corresponding to the anchor cable to be tested in its optimal state. The preset standard can be a preset range or a preset threshold, which is not limited in this embodiment of the present application.

[0048] In a possible implementation of the embodiment of the present application, in the above step S101, pre-detection is performed on the anchor cable to be detected to obtain parameter information of the anchor cable to be detected, which may specifically include: Obtain the material type of the anchor cable to be tested; Generate a detection instruction, the detection instruction including a length detection sub-instruction, a surface detection sub-instruction, an anchor length detection sub-instruction, and a diameter detection sub-instruction; Receive the test result corresponding to the test instruction; Based on the material type and the test results corresponding to the test instructions, parameter information of the anchor cable to be tested is obtained.

[0049] Parameter information may include material type, anchor cable length, anchor cable surface condition, anchor length, and anchor cable diameter. Material types may include steel strand, rebar, or synthetic fiber. Different material types directly affect the anchor cable's ability to withstand tensile forces. Therefore, the material type of the anchor cable to be tested can be used as a parameter of the anchor cable to be tested.

[0050] Specifically, based on the location and code of the anchor cable to be detected, the material type corresponding to the location and number is obtained to obtain the material type of the anchor cable to be detected. After the anchor cable is established, a number is established for the anchor cable based on the location and time of establishment. Each anchor cable corresponds to a number. For example, the number can be BJ01551506, where BJ is the abbreviation of the region, 01 is the region number, 55 is the street number in the region, and 1506 is the time number.

[0051] Furthermore, a testing script can be written using computer programming techniques. This script can generate corresponding testing instructions based on different testing requirements. Specifically, the script defines length detection sub-instructions, surface detection sub-instructions, anchor length detection sub-instructions, and diameter detection sub-instructions. Each sub-instruction should contain the testing method required to perform the test.

[0052] Receive the detection sub-result corresponding to each detection sub-command to obtain the detection result corresponding to the detection command, and use each detection sub-result and the material type as parameter information of the anchor cable to be tested. Specifically, the sub-result corresponding to the length detection sub-command can be a length value, the sub-result corresponding to the surface detection sub-command can be the presence of surface damage, the sub-result corresponding to the diameter detection sub-command can be a diameter value, and the sub-result corresponding to the anchor length detection sub-command can be a length value.

[0053] In a possible implementation of the embodiment of the present application, in the above step S102, based on the parameter information of the anchor cable to be detected, a deformation detection result and a tension detection result of the anchor cable to be detected are obtained, which may specifically include: Based on the parameter information of the anchor cable to be detected, deformation detection is performed on the anchor cable to obtain a deformation detection result; Based on the deformation detection result and the parameter information of the anchor cable to be detected, the tension detection method of the anchor cable to be detected is determined to perform tension detection on the anchor cable to be detected to obtain the tension detection result.

[0054] In this example, the parameter information of the anchor cable to be tested may include material type, diameter, and length, and the deformation detection results may be undeformed or deformed. Specifically, an appropriate deformation detection method is selected based on the parameter information of the anchor cable to be tested. Common deformation detection methods include displacement sensor detection, total station measurement, GPS detection, laser scanning, etc. More specifically, a determination is made as to whether the length of the anchor cable to be tested exceeds a standard length threshold. If the length of the anchor cable to be tested exceeds the standard length threshold, the anchor cable to be tested is determined to be a longer anchor cable; if the length of the anchor cable to be tested does not exceed the standard length threshold, the anchor cable to be tested is determined to be a shorter anchor cable. Furthermore, if the anchor cable to be detected is a long anchor cable, a total station or GPS is used to perform remote detection on the anchor cable to be detected to measure whether the anchor cable to be detected is deformed; if the anchor cable to be detected is a short anchor cable, a high-precision displacement sensor can be used to perform deformation detection on the anchor cable to be detected. Specifically, the electronic device generates a deformation detection instruction to instruct the detection personnel to install corresponding detection equipment at the free end, anchoring end and midpoint of the anchor cable, and the electronic device receives data from the detection equipment to detect whether the anchor cable is deformed.

[0055] Furthermore, after obtaining the deformation test results, if the deformation test result of the anchor cable to be tested indicates no deformation, an appropriate testing method is selected based on the material type of the anchor cable to be tested. For example, for anchor cables made of metal materials such as steel strands, the vibration method or the equivalent mass method can be used for testing. Based on the diameter of the anchor cable to be tested, at least one tension testing method is determined from the testing methods corresponding to the material type. Specifically, a determination is made as to whether the diameter of the anchor cable to be tested is greater than a preset diameter threshold. If so, a direct measurement method (such as a large tensiometer) or a vibration method is used for testing. If the diameter of the anchor cable to be tested is not greater than the preset diameter threshold, a more sophisticated testing equipment or method is used.

[0056] If the deformation test result of the anchor cable to be tested is deformation, a more direct method is used to measure its tension, such as the displacement method (calculating the tension by measuring the deformation of the anchor cable) or the vibration method (inferring the tension by measuring the frequency and characteristics of the anchor cable vibration).

[0057] Furthermore, according to the selected tension detection method, a tension detection instruction is generated, and the corresponding detection result is received to output the detected tension value in the form of a numerical value or a chart.

[0058] In one possible implementation of the embodiment of the present application, in the above embodiment, when the parameter information of the anchor cable to be detected includes the anchor cable length, the anchor cable surface condition, the anchor cable diameter, and the anchor cable material type, deformation detection of the anchor cable to be detected is performed based on the parameter information of the anchor cable to be detected to obtain a deformation detection result, which may specifically include: Determine whether the surface condition of the anchor cable meets the preset condition requirements; If the surface state of the anchor cable does not meet the preset state requirements, the deformation detection method corresponding to the anchor cable to be detected is determined to be acoustic wave detection, so as to perform deformation detection on the anchor cable to be detected and obtain the deformation detection result; If the surface state of the anchor cable meets the preset state requirements, the detection accuracy corresponding to the anchor cable to be tested is determined based on the anchor cable material type, anchor cable length and anchor cable diameter, and the detection method corresponding to the detection accuracy is determined to perform deformation detection on the anchor cable to be tested and obtain the deformation detection result.

[0059] Among them, the surface state of the anchor cable is used to characterize the degree of damage on the surface of the anchor cable. If there is damage on the surface of the anchor cable, the number of damaged positions on the surface of the anchor cable, the depth and length of each damaged position are determined. If the number of damaged positions on the surface of the anchor cable is greater than the damage number threshold and / or the depth of the damaged positions is greater than the depth threshold and / or the length of the damaged positions is greater than the length threshold, then the surface state of the anchor cable is determined to be damaged; if the number of damaged positions on the surface of the anchor cable is not greater than the damage number threshold and the depth of the damaged positions is not greater than the depth threshold and the length of the damaged positions is not greater than the length threshold, then the surface state of the anchor cable is determined to be undamaged.

[0060] Specifically, it is determined whether the surface state of the anchor cable to be tested is not damaged. If the surface state of the anchor cable to be tested is not damaged, it means that the surface state of the anchor cable meets the preset state requirements; if the surface state of the anchor cable to be tested is damaged, it means that the surface state of the anchor cable does not meet the preset state requirements.

[0061] Furthermore, when the anchor cable surface condition does not meet preset requirements, the poor surface condition may affect the accuracy of other deformation detection methods based on contact or non-contact measurement. Therefore, acoustic wave detection is selected as the deformation detection method. Acoustic wave detection can infer the deformation of the anchor cable by stimulating acoustic waves at both ends of the anchor cable or at specific locations and measuring parameters such as the propagation time, speed, or attenuation of the acoustic waves in the anchor cable. Specifically, an acoustic wave detection instruction including the acoustic wave detection method is generated, and the detection result corresponding to the acoustic wave detection instruction is received as the deformation detection result of the anchor cable to be tested.

[0062] While the surface condition of the anchor cable meets the preset requirements, anchor cables of different materials and sizes may require different inspection accuracies to meet project safety and quality requirements. Therefore, the required inspection accuracy can be determined based on the material type, length, and diameter of the anchor cable. Based on this determined inspection accuracy, an appropriate deformation detection method can be selected. For example, for anchor cables requiring high precision, high-precision measuring equipment such as laser rangefinders or total stations can be used to calculate deformation by measuring the coordinate changes of the anchor cable at different locations. For anchor cables requiring more general precision, devices such as displacement sensors or strain gauges can be used for measurement.

[0063] Generally speaking, longer anchor cables may be more susceptible to interference from environmental factors (such as wind and vibration) during the inspection process, and therefore require higher inspection accuracy to ensure the accuracy of the results. At the same time, smaller diameters may require more sophisticated inspection equipment and techniques. Specifically, the length range threshold and diameter threshold corresponding to the anchor cable are obtained, and the length range threshold and diameter range threshold of the anchor cable length and the diameter range threshold of the anchor cable diameter are determined. The first accuracy corresponding to the length range threshold of the anchor cable length and the second accuracy corresponding to the diameter range threshold of the anchor cable diameter are obtained, and the higher accuracy of the first and second accuracies is used as the tension detection accuracy of the anchor cable to be inspected. Based on the tension detection accuracy, at least one tension detection method is determined from the detection methods corresponding to the material type as the tension detection method for the anchor cable to be inspected. Each length range threshold corresponds to a precision, each diameter range threshold corresponds to a precision, and each precision range corresponds to at least one tension detection range.

[0064] A possible implementation of the embodiment of the present application, in the above embodiment, based on the deformation detection result and the parameter information of the anchor cable to be detected, determines the tension detection method of the anchor cable to be detected, which may specifically include: Determine whether the deformation detection result meets the preset deformation requirements; If the deformation test result does not meet the preset deformation requirements, the displacement method and the vibration method are determined as the tension test methods for the anchor cable to be tested; If the deformation detection result meets the preset deformation requirements, the current environmental information is obtained, and based on the current environmental information, the tension detection accuracy of the anchor cable to be detected is determined, and the detection method corresponding to the tension detection accuracy is determined as the tension detection method of the anchor cable to be detected.

[0065] The deformation detection result can be either deformation or non-deformation. When the deformation degree of the anchor cable is less than the deformation degree threshold, the deformation detection result is non-deformation; when the deformation degree of the anchor cable is not less than the deformation degree threshold, the deformation detection result is deformation. Each anchor cable length range corresponds to a deformation degree threshold. The deformation degree threshold corresponding to the anchor cable length range in which the length of the anchor cable to be tested falls is obtained as the deformation degree threshold of the anchor cable to be tested.

[0066] The preset deformation requirement is no deformation. The current environmental information includes temperature and humidity.

[0067] Specifically, if the deformation detection result of the anchor cable to be detected is deformation, it is determined that the deformation detection result does not meet the preset deformation requirement; if the deformation detection result of the anchor cable to be detected is non-deformation, it is determined that the deformation detection result meets the preset deformation requirement.

[0068] Furthermore, when the deformation detection result does not meet the preset deformation requirements, it means that the anchor cable may have undergone a large deformation, and a more accurate or comprehensive detection method is needed to evaluate its tension state. Therefore, the displacement method and the vibration method can be combined as the tension detection method of the anchor cable to be tested.

[0069] When the deformation test results meet the preset deformation requirements, it indicates that the deformation of the anchor cable is within an acceptable range, and an overly complex test method may not be necessary. Since both ambient temperature and humidity may affect the accuracy of the test results, the current temperature and humidity can be obtained, along with the temperature accuracy corresponding to the temperature threshold range within which the current temperature falls, and the humidity accuracy corresponding to the humidity threshold range within which the current humidity falls. The higher accuracy between the two values can be selected as the required tension test accuracy for the anchor cable to be tested. Based on the test accuracy requirements, the appropriate test method is selected. For example, the current ambient temperature is 25°C, the humidity is 50%, and the wind speed is less than 2m / s. Based on the environmental conditions, the required tension test accuracy is determined to be ±1%. A test method that can meet ±1% test accuracy is selected, such as direct measurement using a calibrated tensiometer or the equivalent mass method (TTEM) based on vibration characteristics. However, a lower-precision vibration sensor and analysis system can be used to reduce costs.

[0070] In a possible implementation of the embodiment of the present application, in the above step S103, when the parameter information of the anchor cable to be detected includes the anchoring length, determining the anchoring detection item corresponding to the anchor cable to be detected may specifically include: Obtain the anchoring purpose of the anchor corresponding to the anchor cable to be detected; Determine the anchorage test conditions for the anchor cable to be tested based on the anchorage purpose and anchorage length; A detection method that meets preset detection conditions is determined from multiple detection methods to serve as a detection item for the anchoring corresponding to the anchor cable to be detected.

[0071] Among them, the use of anchoring may involve multiple fields such as bridges, buildings, slope stability, underground engineering, etc. Different uses will also have different requirements and testing focuses for anchoring. Specifically, based on the use of the anchor cable to be tested, the anchoring purpose of the anchor cable to be tested can be obtained, for example, whether the anchoring purpose is for bridge cable anchoring, building foundation reinforcement, or active slope protection. Anchoring detection conditions may include detection accuracy, detection range, etc. Inspection items may include: anchoring length measurement, anchoring material performance testing (such as strength and toughness), anchoring area crack detection, anchoring structure vibration characteristic analysis, anchoring prestress detection, etc.

[0072] Specifically, based on the anchorage application of the anchor cable to be tested, and in conjunction with national standards related to anchor cable anchorage, the detection accuracy and detection range corresponding to different anchorage applications contained in these standards are obtained, and the detection accuracy corresponding to the anchorage length is obtained. The detection conditions corresponding to the anchorage application and the detection conditions corresponding to the anchorage length are then taken as a union to obtain the detection conditions for the anchorage corresponding to the anchor cable to be tested. For example, if the anchorage application is a bridge cable anchorage and the anchorage length is long, it may be necessary to consider using a non-contact detection method to reduce interference with the anchor cable itself and ensure detection accuracy.

[0073] Furthermore, after obtaining the anchoring purpose and anchoring length corresponding to the anchor cable to be tested, the specific inspection items of the anchor corresponding to the anchor cable to be tested are determined to obtain the inspection items of the anchor corresponding to the anchor cable to be tested. Specifically, the inspection method corresponding to the detection range and the inspection method corresponding to the detection accuracy are obtained, and according to the determined inspection conditions, the inspection method that meets the conditions is screened out from multiple inspection methods. These inspection methods may include vibration method, ultrasonic inspection, magnetic particle inspection, radiographic inspection, etc. For example, if the anchoring material is metal and its internal defects need to be detected, ultrasonic inspection or radiographic inspection can be considered; if the overall performance and stability of the anchoring need to be evaluated, the vibration method can be used to infer its mechanical properties by measuring the vibration characteristics of the anchoring structure; if the on-site conditions are more restrictive, such as a small space or inability to approach the anchoring structure, remote inspection or detection equipment carried by drones can be considered.

[0074] In one possible implementation of the embodiment of the present application, in the above step S105, based on the deformation detection result, the tension detection result, and the item detection result, the tensioning quality of the anchor cable to be detected is determined, which may specifically include: Access historical environmental data; Determine the degree of influence of historical environmental data on the deformation, tension and anchoring force of the anchor cable to be tested; Determine the deformation requirements, tension requirements and anchoring force requirements based on the deformation influence, tension influence and anchoring force influence of the anchor cable to be tested; Determine whether the deformation test results meet the deformation requirements, determine whether the tension test results meet the tension requirements, and determine whether the project test results meet the anchoring force requirements; If the deformation test results, tension test results and project test results all meet the corresponding requirements, it is determined that the tensioning quality of the anchor cable to be tested is good.

[0075] The historical environmental data refers to the environmental data collected from the time the anchor cable to be tested was installed to the current time. The environmental data includes temperature and humidity. Specifically, the environmental data collected from the time the anchor cable to be tested was installed to the current time mainly includes temperature and humidity. This data can be obtained from on-site environmental monitoring equipment, weather stations, or historical records.

[0076] Among them, the tensioning quality is good or poor.

[0077] Literature research revealed that high temperature and high humidity environments accelerate the aging of anchor cable materials, leading to increased deformation, reduced tension, and weakened anchoring force. Therefore, the degree of influence of deformation, tension, and anchoring force on the anchor cable to be tested can be determined based on historical environmental data. Specifically, the changes in the degree of anchor cable deformation, tension, and anchoring force as temperature and humidity change in historical data are obtained, and a first relationship between environmental data and anchor cable deformation, a second relationship between environmental data and tension, and a third relationship between environmental data and anchoring force are established. Based on the first, second, and third relationships, the degree of influence of the historical environmental data on the deformation, tension, and anchoring force of the anchor cable to be tested is determined. More specifically, an influence model is established based on the first, second, and third relationships to calculate the degree of influence of temperature and humidity on anchor cable deformation, tension, and anchoring force. The historical environmental data is input into the influence model to obtain the output of the degree of influence of deformation, tension, and anchoring force.

[0078] Furthermore, based on the deformation influence degree, tension influence degree, and anchoring force influence degree of the anchor cable to be tested, the deformation requirement of the anchor cable to be tested is determined to be (0, deformation influence degree), the tension requirement of the anchor cable to be tested is determined to be (standard tension - tension influence degree * standard tension, standard tension), and the anchoring force requirement of the anchor cable to be tested is determined to be (standard anchoring force - standard anchoring force * anchoring force influence degree, standard anchoring force). The deformation test results, tension test results, and project test results (such as anchoring force test results) are compared with the above-determined requirements or thresholds. If the deformation test result meets the deformation requirement of the anchor cable to be tested, the tension test result meets the tension requirement of the anchor cable to be tested, and the project test result meets the anchoring force requirement of the anchor cable to be tested, then the tensioning quality of the anchor cable to be tested is good. If the deformation test result does not meet the deformation requirement of the anchor cable to be tested, the tension test result does not meet the tension requirement of the anchor cable to be tested, or the project test result does not meet the anchoring force requirement of the anchor cable to be tested, then the tensioning quality of the anchor cable to be tested is poor. For example, if the deformation test results, tension test results, and project test results all meet the corresponding requirements, the tensioning quality of the anchor cable to be tested is determined to be good. For example, if the deformation requirement is (0-0.5%), the tension requirement is (90%, 1), and the anchoring force requirement is (95%, 1), the deformation test result shows that the anchor cable elongates by 0.4%, which meets the deformation requirement of no more than 0.5%, the tension test result is 95% of the standard tension, which meets the tension requirement of no less than 90%, and the anchoring force test result in the project test result is 98% of the standard anchoring force, which meets the anchoring force requirement of no less than 95%, therefore, the tensioning quality of the anchor cable is determined to be good.

[0079] The above embodiment introduces an anchor cable tensioning quality detection method from the perspective of method flow, and the following embodiment introduces an anchor cable tensioning quality detection device from the perspective of a virtual module or virtual unit. Please refer to the following embodiment for details.

[0080] See also Figure 2 The anchor cable tensioning quality detection device 20 may specifically include: a pre-detection module 201, a result determination module 202, an item determination module 203, a detection module 204 and a quality determination module 205, wherein: An anchor cable tensioning quality detection device 20, comprising: The pre-detection module 201 is used to perform pre-detection on the anchor cable to be detected to obtain parameter information of the anchor cable to be detected; A result determination module 202 is used to obtain a deformation detection result and a tension detection result of the anchor cable to be detected based on parameter information of the anchor cable to be detected; The project determination module 203 is used to determine the anchoring inspection project corresponding to the anchor cable to be inspected; The detection module 204 is used to detect the anchor corresponding to the anchor cable to be detected based on the detection item to obtain the project detection result corresponding to the detection item; The quality determination module 205 is used to determine the tensioning quality of the anchor cable to be tested based on the deformation test results, the tension test results and the project test results.

[0081] In a possible implementation of the embodiment of the present application, the pre-detection module 201 may be used to pre-detect the anchor cable to obtain parameter information of the anchor cable to be detected by: Obtain the material type of the anchor cable to be tested; Generate a detection instruction, the detection instruction including a length detection sub-instruction, a surface detection sub-instruction, an anchor length detection sub-instruction, and a diameter detection sub-instruction; Receive the test result corresponding to the test instruction; Based on the material type and the test results corresponding to the test instructions, parameter information of the anchor cable to be tested is obtained.

[0082] In one possible implementation of the embodiment of the present application, when the result determination module 202 obtains the deformation detection result and the tension detection result of the anchor cable to be detected based on the parameter information of the anchor cable to be detected, it can be specifically used to: Based on the parameter information of the anchor cable to be detected, deformation detection is performed on the anchor cable to obtain a deformation detection result; Based on the deformation detection result and the parameter information of the anchor cable to be detected, the tension detection method of the anchor cable to be detected is determined to perform tension detection on the anchor cable to be detected to obtain the tension detection result.

[0083] In one possible implementation of the embodiment of the present application, the parameter information of the anchor cable to be detected includes the anchor cable length, the anchor cable surface condition, the anchor cable diameter, and the anchor cable material type. When the result determination module 202 performs deformation detection on the anchor cable to be detected based on the parameter information of the anchor cable to be detected to obtain the deformation detection result, it can be specifically used to: Determine whether the surface condition of the anchor cable meets the preset condition requirements; If the surface state of the anchor cable does not meet the preset state requirements, the deformation detection method corresponding to the anchor cable to be detected is determined to be acoustic wave detection, so as to perform deformation detection on the anchor cable to be detected and obtain the deformation detection result; If the surface state of the anchor cable meets the preset state requirements, the detection accuracy corresponding to the anchor cable to be tested is determined based on the anchor cable material type, anchor cable length and anchor cable diameter, and the detection method corresponding to the detection accuracy is determined to perform deformation detection on the anchor cable to be tested and obtain the deformation detection result.

[0084] In one possible implementation of the embodiment of the present application, when the result determination module 202 determines the tension detection method of the anchor cable to be detected based on the deformation detection result and the parameter information of the anchor cable to be detected, it can be specifically used to: Determine whether the deformation detection result meets the preset deformation requirements; If the deformation test result does not meet the preset deformation requirements, the displacement method and the vibration method are determined as the tension test methods for the anchor cable to be tested; If the deformation detection result meets the preset deformation requirements, the current environmental information is obtained, and based on the current environmental information, the tension detection accuracy of the anchor cable to be detected is determined, and the detection method corresponding to the tension detection accuracy is determined as the tension detection method of the anchor cable to be detected.

[0085] In a possible implementation of the embodiment of the present application, the parameter information of the anchor cable to be tested includes the anchoring length. When determining the anchoring test item corresponding to the anchor cable to be tested, the item determination module 203 may be specifically used to: Obtain the anchoring purpose of the anchor corresponding to the anchor cable to be detected; Determine the anchorage test conditions for the anchor cable to be tested based on the anchorage purpose and anchorage length; A detection method that meets preset detection conditions is determined from multiple detection methods to serve as a detection item for the anchoring corresponding to the anchor cable to be detected.

[0086] In one possible implementation of the embodiment of the present application, when the quality determination module 205 determines the tensioning quality of the anchor cable to be tested based on the deformation test results, the tension test results, and the item test results, it can be specifically used to: Obtain historical environmental data, which is the environmental data of the anchor cable to be tested from the time of installation to the current time, including temperature and humidity; Determine the degree of influence of historical environmental data on the deformation, tension and anchoring force of the anchor cable to be tested; Determine the deformation requirements, tension requirements and anchoring force requirements based on the deformation influence, tension influence and anchoring force influence of the anchor cable to be tested; Determine whether the deformation test results meet the deformation requirements, determine whether the tension test results meet the tension requirements, and determine whether the project test results meet the anchoring force requirements; If the deformation test results, tension test results and project test results all meet the corresponding requirements, it is determined that the tensioning quality of the anchor cable to be tested is good.

[0087] Those skilled in the art will clearly understand that, for the convenience and brevity of description, the specific working processes of the systems, devices and units described above can refer to the corresponding processes in the aforementioned method embodiments and will not be repeated here.

[0088] See also Figure 3 , the embodiment of the present application also introduces an electronic device from the perspective of a physical device, such as Figure 3 As shown, Figure 3 The electronic device 30 shown includes a processor 301 and a memory 303. The processor 301 and the memory 303 are connected, for example, via a bus 302. Optionally, the electronic device 30 may further include a transceiver 304. It should be noted that in actual applications, the number of transceivers 304 is not limited to one, and the structure of the electronic device 30 does not constitute a limitation on the embodiments of the present application.

[0089] Processor 301 can be a CPU (Central Processing Unit), a general-purpose processor, a DSP (Digital Signal Processor), an ASIC (Application Specific Integrated Circuit), an FPGA (Field Programmable Gate Array), or other programmable logic device, transistor logic device, hardware component, or any combination thereof. It can implement or execute the various exemplary logic blocks, modules, and circuits described in conjunction with the disclosure of this application. Processor 301 can also be a combination that implements computing functions, such as a combination of one or more microprocessors, a combination of a DSP and a microprocessor, etc.

[0090] Bus 302 may include a path for transmitting information between the above components. Bus 302 may be a PCI (Peripheral Component Interconnect) bus or an EISA (Extended Industry Standard Architecture) bus. Bus 302 may be divided into an address bus, a data bus, a control bus, etc. For ease of illustration, Figure 3 Only one thick line is used in the diagram, but this does not mean that there is only one bus or one type of bus.

[0091] The memory 303 may be a ROM (Read Only Memory) or other type of static storage device that can store static information and instructions, a RAM (Random Access Memory) or other type of dynamic storage device that can store information and instructions, or an EEPROM (Electrically Erasable Programmable Read Only Memory), a CD-ROM (Compact Disc Read Only Memory) or other optical disk storage, optical disk storage (including compact discs, laser discs, optical discs, digital versatile discs, Blu-ray discs, etc.), a magnetic disk storage medium or other magnetic storage device, or any other medium that can be used to carry or store desired program code in the form of instructions or data structures and can be accessed by a computer, but is not limited thereto.

[0092] The memory 303 is used to store application code for executing the solution of the present application, and the execution is controlled by the processor 301. The processor 301 is used to execute the application code stored in the memory 303 to implement the content shown in the above method embodiment.

[0093] Among them, electronic devices include but are not limited to: mobile terminals such as mobile phones, laptops, digital broadcast receivers, PDAs (personal digital assistants), PADs (tablet computers), PMPs (portable multimedia players), vehicle-mounted terminals (such as vehicle-mounted navigation terminals), etc., and fixed terminals such as digital TVs, desktop computers, etc., and can also be servers, etc. Figure 3 The electronic device shown is merely an example and should not limit the functions and scope of use of the embodiments of the present application.

[0094] An embodiment of the present application provides a computer-readable storage medium having a computer program stored thereon. When the computer-readable storage medium is run on a computer, the computer can execute the corresponding contents of the aforementioned method embodiment.

[0095] It should be understood that although the steps in the flowcharts of the accompanying drawings are shown in sequence as indicated by the arrows, these steps are not necessarily executed in the order indicated by the arrows. Unless otherwise specified herein, there is no strict order restriction on the execution of these steps, and they can be executed in other orders. Moreover, at least some of the steps in the flowcharts of the accompanying drawings may include multiple sub-steps or multiple stages, and these sub-steps or stages are not necessarily executed at the same time, but can be executed at different times, and their execution order is not necessarily sequential, but can be executed in turn or alternately with other steps or at least a portion of the sub-steps or stages of other steps.

[0096] The above are only some of the implementation methods of the present application. It should be pointed out that for ordinary technicians in this technical field, several improvements and modifications can be made without departing from the principles of the present application. These improvements and modifications should also be regarded as the scope of protection of the present application.

Claims

1. A method for detecting the quality of anchor cable tensioning, characterized in that: include: Pre-testing the anchor cable to be tested to obtain parameter information of the anchor cable to be tested; Based on the parameter information of the anchor cable to be tested, a deformation test result and a tension test result of the anchor cable to be tested are obtained; Determining the anchoring inspection item corresponding to the anchor cable to be inspected; Testing the anchorage corresponding to the anchor cable to be tested based on the test item to obtain a test result corresponding to the test item; The tensioning quality of the anchor cable to be tested is determined based on the deformation test result, the tension test result and the item test result.

2. The anchor cable tensioning quality detection method according to claim 1, characterized in that: The pre-detection of the anchor cable to be detected to obtain parameter information of the anchor cable to be detected includes: Obtaining the material type of the anchor cable to be tested; Generate a detection instruction, wherein the detection instruction includes a length detection sub-instruction, a surface detection sub-instruction, an anchor length detection sub-instruction, and a diameter detection sub-instruction; receiving a detection result corresponding to the detection instruction; Based on the material type and the test result corresponding to the test instruction, parameter information of the anchor cable to be tested is obtained.

3. The anchor cable tensioning quality detection method according to claim 1 or 2, characterized in that: The step of obtaining a deformation detection result and a tension detection result of the anchor cable to be detected based on the parameter information of the anchor cable to be detected includes: Based on the parameter information of the anchor cable to be detected, performing deformation detection on the anchor cable to be detected to obtain a deformation detection result; Based on the deformation detection result and the parameter information of the anchor cable to be detected, a tension detection method of the anchor cable to be detected is determined to perform tension detection on the anchor cable to be detected to obtain a tension detection result.

4. The anchor cable tensioning quality detection method according to claim 3, characterized in that: The parameter information of the anchor cable to be tested includes the length of the anchor cable, the surface condition of the anchor cable, the diameter of the anchor cable, and the material type of the anchor cable. The deformation detection of the anchor cable to be tested is performed based on the parameter information of the anchor cable to be tested to obtain the deformation detection result, including: Determining whether the surface state of the anchor cable meets the preset state requirements; If the surface state of the anchor cable does not meet the preset state requirement, determining that the deformation detection method corresponding to the anchor cable to be detected is acoustic wave detection, so as to perform deformation detection on the anchor cable to be detected and obtain a deformation detection result; If the surface state of the anchor cable meets the preset state requirements, the detection accuracy corresponding to the anchor cable to be detected is determined based on the anchor cable material type, the anchor cable length and the anchor cable diameter, and the detection method corresponding to the detection accuracy is determined to perform deformation detection on the anchor cable to be detected and obtain a deformation detection result.

5. The anchor cable tensioning quality detection method according to claim 4, characterized in that: The method of determining the tension detection method of the anchor cable to be detected based on the deformation detection result and the parameter information of the anchor cable to be detected includes: Determining whether the deformation detection result meets the preset deformation requirement; If the deformation detection result does not meet the preset deformation requirement, the displacement method and the vibration method are determined as the tension detection methods of the anchor cable to be detected; If the deformation detection result meets the preset deformation requirement, the current environmental information is obtained, and based on the current environmental information, the tension detection accuracy of the anchor cable to be detected is determined, and the detection method corresponding to the tension detection accuracy is determined as the tension detection method of the anchor cable to be detected.

6. The anchor cable tensioning quality detection method according to claim 1, characterized in that: The parameter information of the anchor cable to be detected includes the anchoring length, and the determining of the anchoring detection item corresponding to the anchor cable to be detected includes: Obtaining the anchoring purpose of the anchor corresponding to the anchor cable to be detected; Determining the anchoring detection condition corresponding to the anchor cable to be detected based on the anchoring purpose and the anchoring length; A detection method that meets preset detection conditions is determined from multiple detection methods to serve as a detection item for the anchoring corresponding to the anchor cable to be detected.

7. The anchor cable tensioning quality detection method according to claim 1, characterized in that: The determining the tensioning quality of the anchor cable to be tested based on the deformation test result, the tension test result and the item test result includes: Acquiring historical environmental data, wherein the historical environmental data is environmental data of the anchor cable to be tested within a historical period from the time of installation to the current time, and the environmental data includes temperature and humidity; Determining the degree of influence of the historical environmental data on the deformation, tension, and anchoring force of the anchor cable to be tested; Determining deformation requirements, tension requirements, and anchoring force requirements based on the deformation influence degree, tension influence degree, and anchoring force influence degree of the anchor cable to be tested; Determining whether the deformation test result meets the deformation requirement, determining whether the tension test result meets the tension requirement, and determining whether the item test result meets the anchoring force requirement; If the deformation detection result, the tension detection result and the item detection result all meet the corresponding requirements, it is determined that the tensioning quality of the anchor cable to be detected is good.

8. An anchor cable tensioning quality detection device, characterized in that: include: A pre-detection module is used to perform pre-detection on the anchor cable to be detected to obtain parameter information of the anchor cable to be detected; A result determination module, configured to obtain a deformation detection result and a tension detection result of the anchor cable to be detected based on parameter information of the anchor cable to be detected; An item determination module, used to determine the inspection item of the anchor corresponding to the anchor cable to be inspected; A detection module, configured to detect the anchor corresponding to the anchor cable to be detected based on the detection item, so as to obtain a project detection result corresponding to the detection item; The quality determination module is used to determine the tensioning quality of the anchor cable to be tested based on the deformation detection result, the tension detection result and the item detection result.

9. An electronic device, characterized in that: The electronic device includes: at least one processor; Memory; At least one application, wherein the at least one application is stored in a memory and configured to be executed by at least one processor, and the at least one application is configured to: execute the anchor cable tensioning quality detection method according to any one of claims 1 to 7.

10. A computer-readable storage medium having a computer program stored thereon, characterized in that: When the computer program is executed in a computer, the computer is caused to execute the anchor cable tensioning quality detection method according to any one of claims 1 to 7.

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