Visual intelligent monitoring platform system for cableway transportation

Abstract

The invention relates to the technical field of cableway intelligent monitoring, and particularly discloses a cableway transportation visual intelligent monitoring platform system which is provided with a monitoring equipment deployment point position comparison module, a monitoring equipment acquisition frequency comparison module, a cableway monitoring equipment judgment module and a cableway state judgment module. The problems that a traditional cableway monitoring mode often depends on manpower and experience, efficiency is low, the automation degree is not high and the dynamic adjustment capacity is insufficient are solved, the optimal monitoring equipment deployment point position can be automatically determined, comprehensive and accurate data collection is ensured, the collection frequency of the monitoring equipment is automatically adjusted according to the characteristics of the to-be-transported object, and the monitoring efficiency is improved. More accurate real-time monitoring is achieved, it is ensured that monitoring equipment can effectively monitor the cableway transportation process, problems can be found rapidly through real-time diagnosis, a solution is given, the safety and reliability of cableway operation are improved, and operation personnel can master key information in time through visualization, and the problem analysis and response efficiency is improved.

Description

Technical Field

[0001] The present invention relates to the technical field of cableway intelligent monitoring, and in particular to a cableway transportation visualized intelligent monitoring platform system. Background Art

[0002] The cableway structure consists of fixed steel cables, mobile steel cables, brackets (gantry), trucks, and drive systems. AI intelligent monitoring is designed according to the structural characteristics of the cableway. As an important mode of transportation, the safety of the cableway is of vital importance. In recent years, with the increase in the number of cableways, the risk of accidents has also increased accordingly. Therefore, more efficient information monitoring and real-time data analysis systems are needed to ensure safety during operation. With the development of technologies such as the Internet of Things, big data, and artificial intelligence, it has become possible to build an intelligent monitoring platform. Through the installation of sensors, surveillance cameras and other equipment, real-time monitoring of the cableway operation status can be achieved, improving the accuracy and timeliness of monitoring.

[0003] Nowadays, there are still some shortcomings in the research on the visual intelligent monitoring platform system of cableway transportation. Specifically, the traditional cableway monitoring method often relies on manual labor and experience, has low efficiency, low degree of automation, insufficient dynamic adjustment ability, and reliance on manual monitoring is prone to human errors, such as misjudgment, improper operation, etc., which increase the risk of accidents. Manual processing may cause response delays, affecting the operational efficiency of the cableway. There is a lack of real-time data feedback, and it is impossible to grasp the operating status of the cableway in a timely manner. The dynamic adjustment ability is insufficient and it is impossible to flexibly adjust the operating strategy according to real-time data feedback. Manual monitoring cannot make full use of big data analysis and cannot extract deep information to support decision-making. Summary of the invention

[0004] In view of the deficiencies in the prior art, the present invention provides a visual intelligent monitoring platform system for cableway transportation, which can effectively solve the problems involved in the above-mentioned background technology.

[0005] To achieve the above objectives, the present invention is implemented through the following technical solutions: a cableway transportation visualization intelligent monitoring platform system, including a monitoring equipment deployment point comparison module, a monitoring equipment acquisition frequency comparison module, a cableway monitoring equipment judgment module and a cableway status judgment module, wherein: the monitoring equipment deployment point comparison module analyzes the basic information of the cableway, and compares the deployment point of the cableway monitoring equipment; the monitoring equipment acquisition frequency comparison module analyzes the basic information of the items to be transported by the cableway, and compares the acquisition frequency of the cableway monitoring equipment; the cableway monitoring equipment judgment module deploys the cableway monitoring equipment based on the deployment point of the cableway monitoring equipment, analyzes the status of the deployed cableway monitoring equipment, and judges whether the deployed cableway monitoring equipment can monitor the cableway transportation process; the cableway status judgment module analyzes the cableway status based on the cableway monitoring equipment that can monitor the cableway transportation process and the compared cableway monitoring equipment acquisition frequency, issues an alarm for unqualified cableway status and compares the unqualified cableway status solution, and visualizes the unqualified cableway status solution.

[0006] As a further solution, the basic information of the cableway is analyzed and the deployment points of the cableway monitoring equipment are obtained by comparison. The specific analysis process includes: obtaining a data set of basic information of the cableway, and obtaining a characteristic value of the basic information of the cableway based on the obtained data set of basic information of the cableway through a comprehensive analysis, and using the characteristic value of the basic information of the cableway as an analysis basis for obtaining the deployment points of the cableway monitoring equipment by comparison; comparing the characteristic value of the basic information of the cableway with the deployment points of the cableway monitoring equipment corresponding to the characteristic values ​​of the basic information of the cableway stored in the database, and obtaining the deployment points of the cableway monitoring equipment corresponding to the characteristic value of the basic information of the cableway.

[0007] As a further solution, the basic information data set of the cableway includes the cableway length, cableway height difference, and cableway operating speed.

[0008] As a further solution, the basic information of the items to be transported by the cableway is analyzed and the collection frequency of the cableway monitoring equipment is obtained by comparison. The specific analysis process is: obtain a data set of basic information of the items to be transported by the cableway, which specifically includes the total volume of the items to be transported by the cableway, the total weight of the items to be transported by the cableway, and the maximum height of the items to be transported by the cableway; based on the obtained data set of basic information of the items to be transported by the cableway, a comprehensive analysis is performed to obtain a characteristic value of the basic information of the items to be transported by the cableway, and the characteristic value of the basic information of the items to be transported by the cableway is used as an analysis basis for comparing the collection frequency of the cableway monitoring equipment; compare the characteristic value of the basic information of the items to be transported by the cableway with the collection frequency of the cableway monitoring equipment corresponding to the characteristic value of the basic information of the items to be transported by the cableway stored in the database, and obtain the collection frequency of the cableway monitoring equipment corresponding to the characteristic value of the basic information of the items to be transported by the cableway.

[0009] As a further solution, the basic information characteristic values ​​of the items to be transported by the cableway, the specific analysis process is as follows:

[0010]

[0011] Where γ is the basic information characteristic value of the items to be transported by the cableway, tj is the total volume of the items to be transported by the cableway, zl is the total weight of the items to be transported by the cableway, gd is the maximum height of the items to be transported by the cableway, ε1 is the compensation factor of the set tj, ε2 is the compensation factor of the set zl, ε3 is the compensation factor of the set gd, and e is a natural constant.

[0012] As a further solution, the status of the deployed cableway monitoring equipment is analyzed to determine whether the deployed cableway monitoring equipment can monitor the cableway transportation process. The specific analysis process is: obtain the cableway monitoring equipment status data set, the cableway monitoring equipment status data set specifically includes the cableway monitoring equipment noise decibel, the cableway monitoring equipment vibration frequency, the absolute value of the difference between the cableway monitoring equipment data update frequency and the reference frequency; based on the acquired cableway monitoring equipment status data set, a comprehensive analysis is performed to obtain the cableway monitoring equipment status evaluation value, and the cableway monitoring equipment status evaluation value is used as the analysis basis for determining whether the deployed cableway monitoring equipment can monitor the cableway transportation process; the cableway monitoring equipment status data set is used to obtain the cableway monitoring equipment status evaluation value. The evaluation value is compared with the reference evaluation value of the cableway monitoring equipment status stored in the database; if the cableway monitoring equipment status evaluation value is higher than or equal to the cableway monitoring equipment status reference evaluation value, the cableway monitoring equipment status corresponding to the cableway monitoring equipment status evaluation value is qualified, and the cableway transportation process can be monitored; if the cableway monitoring equipment status evaluation value is lower than the cableway monitoring equipment status reference evaluation value, the cableway monitoring equipment status corresponding to the cableway monitoring equipment status evaluation value is unqualified, and the cableway transportation process cannot be monitored, and the cableway monitoring equipment with the unqualified status corresponding to the cableway monitoring equipment status evaluation value needs to be replaced and the status of the replaced cableway monitoring equipment needs to be re-analyzed.

[0013] As a further solution, the cableway monitoring equipment status evaluation value, the specific analysis process is as follows:

[0014]

[0015] Wherein, δ is the state evaluation value of the cableway monitoring equipment, zy is the noise decibel of the cableway monitoring equipment, zd is the vibration frequency of the cableway monitoring equipment, gx is the absolute value of the difference between the data update frequency of the cableway monitoring equipment and the reference frequency, gx1 is the data update frequency of the cableway monitoring equipment, gx2 is the reference update frequency of the cableway monitoring equipment data, σ1 is the compensation factor of the set zy, σ2 is the compensation factor of the set zd, σ3 is the compensation factor of the set gx, and e is a natural constant.

[0016] As a further solution, the ropeway status is analyzed, an alarm is issued for unqualified ropeway status, and a solution to the unqualified ropeway status is compared, and the solution to the unqualified ropeway status is visualized. The specific analysis process is: obtain a ropeway status data set, and based on the obtained ropeway status data set, a comprehensive analysis is performed to obtain a ropeway status evaluation value, and the ropeway status evaluation value is used as an analysis basis for judging whether the ropeway status is qualified; compare the ropeway status evaluation value with the ropeway status reference evaluation value stored in the database; if the ropeway status evaluation value is higher than or equal to the ropeway status reference evaluation value, then the ropeway status evaluation value is The corresponding ropeway state is qualified; if the ropeway state assessment value is lower than the ropeway state reference assessment value, the ropeway state corresponding to the ropeway state assessment value is unqualified, an alarm is issued for the unqualified ropeway state, the difference between the ropeway state reference assessment value and the ropeway state assessment value corresponding to the unqualified ropeway state is recorded as the ropeway state assessment deviation value, the ropeway state assessment deviation value is compared with the unqualified ropeway state solutions corresponding to each ropeway state assessment deviation value stored in the database, the unqualified ropeway state solution corresponding to the ropeway state assessment deviation value is obtained, and the unqualified ropeway state solution is visualized.

[0017] As a further solution, the cableway status data set includes the number of deformed cableway brackets, the proportion of cableway brackets without cracks, and the proportion of cableway corrosion area.

[0018] As a further solution, the cableway condition evaluation value, the specific analysis process is as follows:

[0019]

[0020] Wherein, ω is the cableway status assessment value, bx is the number of deformed cableway brackets, lf is the proportion of cableway brackets without cracks, fs is the proportion of cableway corrosion area, fs0 is the proportion of cableway corrosion area, τ1 is the compensation factor of bx, τ2 is the compensation factor of lf, and τ3 is the compensation factor of fs.

[0021] Compared with the prior art, the embodiments of the present invention have at least the following advantages or beneficial effects:

[0022] (1) The present invention provides a visualized intelligent monitoring platform system for cableway transportation, analyzes basic information of the cableway, automatically determines the optimal deployment point of monitoring equipment, ensures comprehensive and accurate data collection, and automatically adjusts the collection frequency of the monitoring equipment according to the characteristics of the items to be transported to achieve more accurate real-time monitoring. The monitoring equipment is automatically deployed and its status is analyzed in real time to ensure that the monitoring equipment can effectively monitor the cableway transportation process. Real-time diagnosis can quickly discover problems and provide solutions, thereby improving the safety and reliability of cableway operations. Visualization helps operators to grasp key information in a timely manner and improve the efficiency of problem analysis and response.

[0023] (2) The present invention analyzes the basic information of the cableway and obtains the deployment points of the cableway monitoring equipment by comparison. According to the specific conditions of the cableway, the monitoring equipment is reasonably deployed to more comprehensively cover the key areas of the cableway. According to the actual structure and operation characteristics of the cableway, the best deployment position of the monitoring equipment is selected to ensure that data collection is more accurate and reliable. By analyzing the cableway information, the deployment quantity and location of the monitoring equipment can be reasonably planned to avoid repeated or redundant deployment. The optimization of equipment deployment can reduce blind spots, reduce maintenance difficulty, and shorten maintenance time.

[0024] (3) The present invention analyzes the ropeway status, issues an alarm for unqualified ropeway status, compares the unqualified ropeway status solution, and visualizes the unqualified ropeway status solution, so as to timely discover abnormal conditions and potential safety hazards in operation. By analyzing and comparing the unqualified ropeway status, the specific problem can be quickly located and diagnosed, and the unqualified status and its solution can be visualized, which helps managers to intuitively understand the crux of the problem and better control the operation of the ropeway. BRIEF DESCRIPTION OF THE DRAWINGS

[0025] The present invention is further described using the accompanying drawings, but the embodiments in the accompanying drawings do not constitute any limitation to the present invention. A person skilled in the art can obtain other drawings based on the following drawings without creative work.

[0026] Figure 1 It is a schematic diagram of system module connection of the present invention.

[0027] Figure 2 Flowchart of steps for determining whether the deployed cableway monitoring equipment can monitor the cableway transportation process.

[0028] Figure 3 It is an image of the basic information feature values ​​of the objects to be transported by the cableway changing with the maximum height of the objects to be transported by the cableway.

[0029] Figure 4 This is an image of the basic information characteristic values ​​of the cableway changing with the running speed of the cableway. DETAILED DESCRIPTION

[0030] The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative work are within the scope of protection of the present invention.

[0031] See also Figure 1 The embodiment of the present invention provides a technical solution for a visualized intelligent monitoring platform for cableway transportation: a visualized intelligent monitoring platform system for cableway transportation, including a monitoring equipment deployment point comparison module, a monitoring equipment collection frequency comparison module, a cableway monitoring equipment judgment module and a cableway status judgment module.

[0032] The monitoring equipment deployment point comparison module analyzes the basic information of the cableway and obtains the deployment points of the cableway monitoring equipment through comparison.

[0033] The specific analysis process includes: obtaining a cableway basic information data set, and based on the obtained cableway basic information data set, comprehensively analyzing to obtain the cableway basic information characteristic value, and using the cableway basic information characteristic value as the analysis basis for comparing and obtaining the cableway monitoring equipment deployment points; comparing the cableway basic information characteristic value with the cableway monitoring equipment deployment points corresponding to each cableway basic information characteristic value stored in the database, and obtaining the cableway monitoring equipment deployment points corresponding to the cableway basic information characteristic value.

[0034] It should be noted that the above-mentioned reasonable deployment of monitoring equipment can ensure comprehensive and accurate monitoring of key parts of the cableway, improve the coverage of the monitoring system, avoid the occurrence of monitoring blind spots, ensure a comprehensive grasp of the operation status of the cableway, and determine the deployment location of the monitoring equipment according to the cableway characteristic values. This can maximize the detection effect of the monitoring equipment, reduce the deployment cost of the monitoring equipment, and improve the overall operation efficiency of the system. Mastering the specific cableway deployment point of each monitoring device will help with subsequent targeted maintenance and optimization of the monitoring system.

[0035] Furthermore, the basic information data set of the cableway specifically includes the cableway length, cableway height difference, and cableway running speed. The cableway length and cableway height difference are obtained based on the geographic information system (GIS) data, and the cableway running speed is obtained based on the speed sensor. The cableway length refers to the total length of the entire cableway line, in meters (m). The cableway height difference refers to the vertical height difference between the starting point and the end point of the cableway, in meters (m). The cableway running speed refers to the average running speed of the cableway when carrying goods, in meters per second (m / s).

[0036] It should be noted that the length of the above-mentioned cableway usually increases with the increase of the height difference. The greater the height difference, the longer the cableway needs to cross to achieve lifting and lowering. There is a positive correlation between the cableway length and the height difference, that is, the greater the height difference, the longer the cableway length. The greater the height difference of the cableway, the greater the power output required, so the operating speed usually increases accordingly. A large height difference means that the cableway needs to overcome greater gravitational potential energy, so the operating speed needs to be increased to ensure capacity. The longer the cableway length, the operating speed needs to be increased accordingly to ensure capacity and time efficiency.

[0037] It should be noted that the specific analysis process of the above cableway basic information characteristic values ​​includes:

[0038]

[0039] Wherein, α is the basic information characteristic value of the cableway, cd is the length of the cableway, gd is the height difference of the cableway, sd is the running speed of the cableway, μ1 is the compensation factor of the set cd, μ2 is the compensation factor of the set gd, μ3 is the compensation factor of the set sd, and e is a natural constant.

[0040] It needs to be explained that Figure 4 As shown in the figure, the above-mentioned basic information characteristic values ​​of the cableway are calculated through the cableway length, cableway height difference, and cableway running speed. The normalization of the cableway length, cableway height difference, and cableway running speed can fully understand the basic technical parameters and operating characteristics of the cableway system, and can reflect the scale and operating efficiency of the cableway. Through the reasonably distributed monitoring equipment, the real-time operating data of each part of the cableway can be obtained, and abnormal conditions can be discovered and warned in time. The monitoring equipment is arranged in key positions, and more accurate and comprehensive cableway operation information can be collected, providing a basis for subsequent data analysis. The type, quantity, and distribution of monitoring equipment are adjusted according to the specific conditions of the cableway to meet the monitoring needs and improve the overall efficiency of the monitoring system.

[0041] It should be explained that the compensation factors of cd, gd, sd set above are obtained from the database. According to the historical data, a mapping set of the historically measured cableway length, cableway height difference, cableway running speed and the compensation factors of cd, gd, sd is established to obtain the compensation factors of cd, gd, sd corresponding to the current cd, gd, sd.

[0042] It should be noted that ε1, ε2, ε3, σ1, σ2, σ3, τ1, τ2, and τ3 mentioned below are also obtained through a mapping set of historical data and compensation factors established in a database, that is, the corresponding compensation factors are obtained based on the current data.

[0043] The monitoring equipment collection frequency comparison module analyzes the basic information of the items to be transported by the cableway and compares the collection frequency of the cableway monitoring equipment.

[0044] The specific analysis process is as follows: obtain the basic information data set of the ropeway items to be transported, which specifically includes the total volume of the ropeway items to be transported, the total weight of the ropeway items to be transported, and the maximum height of the ropeway items to be transported. The total volume of the ropeway items to be transported refers to the sum of the total volumes of all the items to be transported. The total volume can be calculated by using a volume measuring device such as a volume measuring instrument to measure the length, width and height of each item. The total weight of the ropeway items to be transported refers to the sum of the total weights of all the items to be transported. The total weight can be measured using an electronic weighing device such as an electronic scale or a weight sensor. The maximum height of the ropeway items to be transported refers to the height of the items to be transported. The height of the item with the largest height can be obtained by measuring the height of each item with a ruler or a height measuring device, and then the maximum value is selected as the maximum height; based on the acquired basic information data set of the cableway items to be transported, a comprehensive analysis is performed to obtain the basic information characteristic values ​​of the cableway items to be transported, and the basic information characteristic values ​​of the cableway items to be transported are used as the analysis basis for comparing and obtaining the collection frequency of the cableway monitoring equipment; the basic information characteristic values ​​of the cableway items to be transported are compared with the collection frequency of the cableway monitoring equipment corresponding to the basic information characteristic values ​​of each cableway item to be transported stored in the database, and the collection frequency of the cableway monitoring equipment corresponding to the basic information characteristic values ​​of the cableway items to be transported is obtained.

[0045] It should be noted that the above-mentioned total volume and total weight are usually positively correlated, that is, the larger the volume, the greater the weight. The larger the volume means that the more substances the item contains, the greater the weight of the substance itself. The total volume and maximum height are also positively correlated, that is, the larger the volume, the higher the maximum height. The larger the volume, the higher the height of the item will tend to be under the same floor area.

[0046] It should be noted that the above comprehensive analysis of these basic information data can obtain some key characteristic values, which reflect the main physical constraints that the cableway system needs to deal with. The obtained characteristic values ​​of the basic information of the items are compared with the pre-established mapping set of the basic information characteristic values ​​of the items and the collection frequency of the cableway monitoring equipment to find the optimal monitoring equipment collection frequency corresponding to the characteristic values ​​of the current cableway items to be transported, avoid blindly setting too high a collection frequency, save the resource consumption of the monitoring system, analyze the specific information of the items to be transported, and ensure that the monitoring equipment parameters are set optimally.

[0047] Furthermore, the basic information characteristic values ​​of the items to be transported by the cableway, the specific analysis process is as follows:

[0048]

[0049] Where γ is the basic information characteristic value of the items to be transported by the cableway, tj is the total volume of the items to be transported by the cableway, zl is the total weight of the items to be transported by the cableway, gd is the maximum height of the items to be transported by the cableway, ε1 is the compensation factor of the set tj, ε2 is the compensation factor of the set zl, ε3 is the compensation factor of the set gd, and e is a natural constant.

[0050] It needs to be explained that the above-mentioned basic information characteristic values ​​of the items to be transported by the cableway are calculated through the total volume of the items to be transported by the cableway, the total weight of the items to be transported by the cableway, and the maximum height of the items to be transported by the cableway. The total volume of the items to be transported by the cableway, the total weight of the items to be transported by the cableway, and the maximum height of the items to be transported by the cableway are normalized. According to the size, weight and other characteristics of the items to be transported, the appropriate monitoring frequency can be determined. For large and heavy objects, the monitoring frequency can be increased to detect abnormal situations in time. According to the specific characteristics of the transported items, the monitoring parameters, such as the collected physical quantities and resolution, can be adjusted to make the monitoring data more in line with actual needs. A reasonable monitoring frequency can reduce unnecessary data collection, reduce the computing and storage pressure of the system, and improve the overall operating efficiency. For items with larger volume or heavier weight, the monitoring frequency of key support points can be increased to detect potential safety hazards in time.

[0051] like Figure 3 As shown, it is an image of the change of the basic information characteristic value of the ropeway items to be transported as the maximum height of the ropeway items to be transported, where the x-axis represents the maximum height of the ropeway items to be transported, and the y-axis represents the basic information characteristic value of the ropeway items to be transported. It can help to intuitively understand how the maximum height of the ropeway items to be transported affects the basic information characteristic value of the ropeway items to be transported. The larger the maximum height of the ropeway items to be transported, the larger the basic information characteristic value of the ropeway items to be transported. As the maximum height of the ropeway items to be transported increases, the influence of the maximum height of the ropeway items to be transported on the basic information characteristic value of the ropeway items to be transported gradually weakens. The total volume of the ropeway items to be transported is set to 100 and remains unchanged, the total weight of the ropeway items to be transported is set to 20 and remains unchanged, ε1 is set to 0.1 and remains unchanged, ε2 is set to 0.1 and remains unchanged, ε3 is set to 0.4 and remains unchanged, and only the maximum height of the ropeway items to be transported is changed. The example values ​​of the maximum height of the ropeway items to be transported are as follows:

[0052] Table 1: Example values ​​of the maximum height of the items to be transported by cableway in the basic information characteristic values ​​of the items to be transported by cableway

[0053]

[0054] The cableway monitoring equipment judgment module deploys the cableway monitoring equipment based on the deployment points of the cableway monitoring equipment, analyzes the status of the deployed cableway monitoring equipment, and determines whether the deployed cableway monitoring equipment can monitor the cableway transportation process.

[0055] like Figure 2 As shown, the specific analysis process is: obtain the cableway monitoring equipment status data set, the cableway monitoring equipment status data set specifically includes the cableway monitoring equipment noise decibel, the cableway monitoring equipment vibration frequency, and the absolute value of the difference between the cableway monitoring equipment data update frequency and the reference frequency. The cableway monitoring equipment noise decibel refers to the sound level of the environment around the monitoring equipment, expressed in decibels (dB), and is monitored and collected using professional noise detection instruments such as sound level meters and other equipment. The cableway monitoring equipment vibration frequency refers to the frequency of vibration of the monitoring equipment body, expressed in Hertz (Hz), and is measured and analyzed using vibration analyzers, accelerometers and other equipment. The absolute value of the difference between the cableway monitoring equipment data update frequency and the reference frequency refers to the absolute value of the difference between the actual data collection frequency of the monitoring equipment and the ideal or required data collection frequency. The data update timestamp of the monitoring equipment is compared to calculate the absolute value of the difference between it and the reference frequency; based on the acquisition The state data set of the cableway monitoring equipment is comprehensively analyzed to obtain the state evaluation value of the cableway monitoring equipment. The state evaluation value of the cableway monitoring equipment is used as the analysis basis for judging whether the deployed cableway monitoring equipment can monitor the cableway transportation process; the state evaluation value of the cableway monitoring equipment is compared with the state reference evaluation value of the cableway monitoring equipment stored in the database; if the state evaluation value of the cableway monitoring equipment is higher than or equal to the state reference evaluation value of the cableway monitoring equipment, the state of the cableway monitoring equipment corresponding to the state evaluation value of the cableway monitoring equipment is qualified, and the cableway transportation process can be monitored; if the state evaluation value of the cableway monitoring equipment is lower than the state reference evaluation value of the cableway monitoring equipment, the state of the cableway monitoring equipment corresponding to the state evaluation value of the cableway monitoring equipment is unqualified, and the cableway transportation process cannot be monitored, and the cableway monitoring equipment corresponding to the unqualified state of the cableway monitoring equipment state evaluation value needs to be replaced and the state of the replaced cableway monitoring equipment is re-analyzed.

[0056] It should be noted that the above-mentioned noise decibels and vibration frequencies are usually positively correlated. The higher the vibration frequency of the monitoring equipment, the greater the noise it will usually generate. The larger the absolute value of the difference between the data update frequency and the reference frequency, the greater the deviation between the data collection frequency of the monitoring equipment and the ideal state. Increased noise decibels and vibration frequencies may affect the normal operation of the monitoring equipment, resulting in the data update frequency failing to meet the reference frequency requirements.

[0057] It should be noted that the above-mentioned acquisition of multiple indicators to evaluate the status of the cableway monitoring equipment can comprehensively reflect the working condition of the equipment, can systematically judge whether the equipment can be effectively monitored, and compare the equipment status evaluation value with the reference evaluation value in the database, thereby establishing a standardized evaluation basis, and timely discovering monitoring equipment with unqualified status, which can be replaced and maintained in time to avoid the impact of equipment failure on cableway transportation monitoring. The comprehensive status data and standardized evaluation methods provide strong data support for cableway operation management.

[0058] Furthermore, the cableway monitoring equipment status evaluation value, the specific analysis process is as follows:

[0059]

[0060] Wherein, δ is the state evaluation value of the cableway monitoring equipment, zy is the noise decibel of the cableway monitoring equipment, zd is the vibration frequency of the cableway monitoring equipment, gx is the absolute value of the difference between the data update frequency of the cableway monitoring equipment and the reference frequency, gx1 is the data update frequency of the cableway monitoring equipment, gx2 is the reference update frequency of the cableway monitoring equipment data, σ1 is the compensation factor of the set zy, σ2 is the compensation factor of the set zd, σ3 is the compensation factor of the set gx, and e is a natural constant.

[0061] It needs to be explained that the above-mentioned evaluation value of the state of the cableway monitoring equipment is calculated through the absolute value of the difference between the decibel of the cableway monitoring equipment, the vibration frequency of the cableway monitoring equipment, and the data update frequency of the cableway monitoring equipment and the reference frequency. The decibel of the cableway monitoring equipment, the vibration frequency of the cableway monitoring equipment, and the absolute value of the difference between the data update frequency of the cableway monitoring equipment and the reference frequency are normalized, so that abnormal conditions of the equipment can be discovered in time, such as excessive noise, excessive vibration, etc., to provide a basis for maintenance. By monitoring the changing trends of the equipment operating parameters, potential hidden dangers of failure can be warned in advance, preventive measures can be taken, equipment problems can be discovered and repaired in time, the service life of the equipment can be extended, and unnecessary maintenance and replacement investment can be reduced. A comprehensive evaluation of the equipment status can ensure the accuracy and stability of the monitoring data and improve the credibility of the monitoring results.

[0062] The cableway status judgment module analyzes the cableway status based on the cableway monitoring equipment that can monitor the cableway transportation process and the compared collection frequency of the cableway monitoring equipment, issues an alarm for unqualified cableway status, compares the unqualified cableway status solution, and visualizes the unqualified cableway status solution.

[0063] The specific analysis process is as follows: obtain a cableway status data set, and based on the obtained cableway status data set, perform a comprehensive analysis to obtain a cableway status evaluation value, and use the cableway status evaluation value as an analysis basis for determining whether the cableway status is qualified; compare the cableway status evaluation value with the cableway status reference evaluation value stored in the database; if the cableway status evaluation value is higher than or equal to the cableway status reference evaluation value, then the cableway status corresponding to the cableway status evaluation value is qualified; if the cableway status evaluation value is lower than the cableway status reference evaluation value, then the cableway status corresponding to the cableway status evaluation value is unqualified, and an alarm is issued for the unqualified cableway status, and the difference between the cableway status reference evaluation value and the cableway status evaluation value corresponding to the unqualified cableway status is recorded as a cableway status evaluation deviation value, and the cableway status evaluation deviation value is compared with the unqualified cableway status solutions corresponding to each cableway status evaluation deviation value stored in the database to obtain the unqualified cableway status solution corresponding to the cableway status evaluation deviation value, and the unqualified cableway status solution is visualized.

[0064] It should be noted that the above-mentioned acquisition of various cableway monitoring data, including noise decibels, vibration frequency, data update frequency, etc., is comprehensively analyzed to obtain the overall cableway status evaluation value, and the real-time evaluation value is automatically compared with the reference standard value to promptly detect abnormal cableway status. When the status is found to be unqualified, an alarm is automatically issued to facilitate timely response measures. According to the status evaluation deviation value, the corresponding unqualified status solution in the database is automatically searched, providing a basis for fault diagnosis and targeted solutions, improving the efficiency of problem detection and repair, and displaying the unqualified status and the corresponding solution in a graphical way, intuitively presenting the crux of the problem and corresponding measures, which helps operation and maintenance personnel quickly understand the problem.

[0065] Specifically, the cableway status data set includes the number of deformed cableway brackets, the percentage of cableway brackets without cracks, and the percentage of cableway corrosion area. The number of deformed cableway brackets refers to the number of deformed brackets on the cableway, which is an important indicator for evaluating the overall structural stability of the cableway. The deformation monitoring sensors installed on the cableway collect the deformation data of each cableway bracket in real time, and the total number of deformed brackets is counted. The percentage of cableway brackets without cracks reflects the proportion of the number of brackets without cracks in the cableway structure to the total number of brackets, indicating the integrity of the overall structure of the cableway. Non-destructive detection equipment such as infrared or ultrasonic waves is used to scan each cableway bracket, identify the number of brackets without cracks, and then calculate the percentage of the total number of brackets. The percentage of cableway corrosion area is the proportion of the area of ​​the cableway structure damaged by corrosion to the total surface area, reflecting the corrosion resistance of the cableway structure. The high-definition camera installed on the cableway is used to capture surface images of various parts of the cableway, and the image processing technology is used to identify and measure the corrosion area, and then the percentage of the total surface area is calculated.

[0066] It should be noted that the more the above-mentioned deformed brackets are, the more serious the deformation of the overall structure of the cableway is, and the worse the structural stability is, which may lead to increased safety hazards in the operation of the cableway. The higher the proportion of brackets without cracks, the more complete the cableway structure is and the stronger its risk resistance is, which is conducive to ensuring the safety of the cableway operation. The higher the proportion of corrosion area, the more serious the degree of corrosion on the surface of the cableway structure is, the worse the corrosion resistance is, which may lead to the risk of reduced structural strength.

[0067] Furthermore, the specific analysis process of the cableway status evaluation value is as follows:

[0068]

[0069] Wherein, ω is the cableway status assessment value, bx is the number of deformed cableway brackets, lf is the proportion of cableway brackets without cracks, fs is the proportion of cableway corrosion area, fs0 is the proportion of cableway corrosion area, τ1 is the compensation factor of bx, τ2 is the compensation factor of lf, and τ3 is the compensation factor of fs.

[0070] It needs to be explained that the above-mentioned cableway status assessment value is calculated by the number of deformed cableway brackets, the proportion of cableway brackets without cracks, and the proportion of cableway corrosion area. The number of deformed cableway brackets, the proportion of cableway brackets without cracks, and the proportion of cableway corrosion area are normalized. Monitoring indicator changes can timely discover potential safety hazards such as deformation, cracks or corrosion of cableway brackets, and provide a basis for subsequent maintenance. A comprehensive assessment of the cableway structural condition is helpful to discover and repair problematic areas and improve the overall operational safety level. Timely discovery and repair of problems can avoid the deterioration of small problems and reduce the investment cost of major repairs. Through multi-indicator comprehensive evaluation, the actual condition of the cableway can be more accurately reflected, and the accuracy and reliability of monitoring data can be improved.

[0071] The above contents are merely examples and explanations of the structure of the present invention. The technicians in this technical field may make various modifications or additions to the specific embodiments described or replace them in a similar manner. As long as they do not deviate from the structure of the invention or exceed the scope defined by the claims, they should all fall within the protection scope of the present invention.

Claims

1. The cableway transportation visualization intelligent monitoring platform system is characterized by: It includes monitoring equipment deployment point comparison module, monitoring equipment collection frequency comparison module, cableway monitoring equipment judgment module and cableway status judgment module, among which: The monitoring equipment deployment point comparison module analyzes the basic information of the cableway and obtains the deployment points of the cableway monitoring equipment by comparison; The monitoring equipment acquisition frequency comparison module analyzes the basic information of the items to be transported by the cableway and obtains the acquisition frequency of the cableway monitoring equipment by comparison; The cableway monitoring equipment judgment module deploys the cableway monitoring equipment based on the cableway monitoring equipment deployment points, analyzes the status of the deployed cableway monitoring equipment, and determines whether the deployed cableway monitoring equipment can monitor the cableway transportation process; The cableway status judgment module analyzes the cableway status based on the cableway monitoring equipment that can monitor the cableway transportation process and the compared cableway monitoring equipment acquisition frequency, issues an alarm for unqualified cableway status, compares the unqualified cableway status solution, and visually displays the unqualified cableway status solution.

2. The cableway transportation visualization intelligent monitoring platform system according to claim 1 is characterized by: The basic information of the cableway is analyzed and compared to obtain the deployment points of the cableway monitoring equipment. The specific analysis process includes: Obtain a cableway basic information data set, and based on the obtained cableway basic information data set, obtain a cableway basic information characteristic value through comprehensive analysis. The cableway basic information characteristic value is used as an analysis basis for comparing and obtaining the cableway monitoring equipment deployment points; The basic information characteristic value of the cableway is compared with the cableway monitoring equipment deployment point corresponding to each basic information characteristic value of the cableway stored in the database to obtain the cableway monitoring equipment deployment point corresponding to the basic information characteristic value of the cableway.

3. The cableway transportation visualization intelligent monitoring platform system according to claim 2 is characterized by: The cableway basic information data set specifically includes the cableway length, cableway height difference, and cableway running speed.

4. The cableway transportation visualization intelligent monitoring platform system according to claim 1 is characterized by: The basic information of the items to be transported by the cableway is analyzed and compared to obtain the collection frequency of the cableway monitoring equipment. The specific analysis process is as follows: Obtain a basic information data set of items to be transported by the cableway, wherein the basic information data set of items to be transported by the cableway specifically includes the total volume of items to be transported by the cableway, the total weight of items to be transported by the cableway, and the maximum height of items to be transported by the cableway; Based on the acquired basic information data set of the cableway items to be transported, a comprehensive analysis is performed to obtain the basic information characteristic values ​​of the cableway items to be transported, and the basic information characteristic values ​​of the cableway items to be transported are used as the analysis basis for comparing the collection frequency of the cableway monitoring equipment; The basic information characteristic value of the cableway items to be transported is compared with the cableway monitoring equipment collection frequency corresponding to each basic information characteristic value of the cableway items to be transported stored in the database to obtain the cableway monitoring equipment collection frequency corresponding to the basic information characteristic value of the cableway items to be transported.

5. The cableway transportation visualization intelligent monitoring platform system according to claim 4 is characterized by: The basic information characteristic value of the cableway object to be transported, the specific analysis process is as follows: Where γ is the basic information characteristic value of the items to be transported by the cableway, tj is the total volume of the items to be transported by the cableway, zl is the total weight of the items to be transported by the cableway, gd is the maximum height of the items to be transported by the cableway, ε1 is the compensation factor of the set tj, ε2 is the compensation factor of the set zl, ε3 is the compensation factor of the set gd, and e is a natural constant.

6. The cableway transportation visualization intelligent monitoring platform system according to claim 1 is characterized by: The state of the deployed cableway monitoring equipment is analyzed to determine whether the deployed cableway monitoring equipment can monitor the cableway transportation process. The specific analysis process is as follows: Obtaining a cableway monitoring device status data set, the cableway monitoring device status data set specifically includes the cableway monitoring device noise decibel, the cableway monitoring device vibration frequency, and the absolute value of the difference between the cableway monitoring device data update frequency and the reference frequency; Based on the acquired cableway monitoring equipment status data set, a comprehensive analysis is performed to obtain a cableway monitoring equipment status evaluation value, which is used as an analysis basis for judging whether the deployed cableway monitoring equipment can monitor the cableway transportation process; comparing the cableway monitoring device status assessment value with the cableway monitoring device status reference assessment value stored in the database; If the cableway monitoring equipment state evaluation value is higher than or equal to the cableway monitoring equipment state reference evaluation value, the cableway monitoring equipment state corresponding to the cableway monitoring equipment state evaluation value is qualified, and the cableway transportation process can be monitored; If the status evaluation value of the cableway monitoring equipment is lower than the reference status evaluation value of the cableway monitoring equipment, the status of the cableway monitoring equipment corresponding to the status evaluation value of the cableway monitoring equipment is unqualified and the cableway transportation process cannot be monitored. The cableway monitoring equipment with the unqualified status corresponding to the status evaluation value of the cableway monitoring equipment needs to be replaced and the status of the replaced cableway monitoring equipment needs to be re-analyzed.

7. The cableway transportation visualization intelligent monitoring platform system according to claim 7 is characterized by: The specific analysis process of the cableway monitoring equipment status evaluation value is as follows: Wherein, δ is the state evaluation value of the cableway monitoring equipment, zy is the noise decibel of the cableway monitoring equipment, zd is the vibration frequency of the cableway monitoring equipment, gx is the absolute value of the difference between the data update frequency of the cableway monitoring equipment and the reference frequency, gx1 is the data update frequency of the cableway monitoring equipment, gx2 is the reference update frequency of the cableway monitoring equipment data, σ1 is the compensation factor of the set zy, σ2 is the compensation factor of the set zd, σ3 is the compensation factor of the set gx, and e is a natural constant.

8. The cableway transportation visualization intelligent monitoring platform system according to claim 1 is characterized by: The cableway status is analyzed, an alarm is issued for an unqualified cableway status, and a solution to the unqualified cableway status is compared, and the solution to the unqualified cableway status is visualized. The specific analysis process is as follows: Acquire a cableway status data set, and obtain a cableway status evaluation value through comprehensive analysis based on the acquired cableway status data set. The cableway status evaluation value is used as an analysis basis for judging whether the cableway status is qualified. comparing the ropeway condition evaluation value with the ropeway condition reference evaluation value stored in the database; If the ropeway status assessment value is higher than or equal to the ropeway status reference assessment value, the ropeway status corresponding to the ropeway status assessment value is qualified; If the ropeway state assessment value is lower than the ropeway state reference assessment value, the ropeway state corresponding to the ropeway state assessment value is unqualified, an alarm is issued for the unqualified ropeway state, the difference between the ropeway state reference assessment value and the ropeway state assessment value corresponding to the unqualified ropeway state is recorded as the ropeway state assessment deviation value, the ropeway state assessment deviation value is compared with the unqualified ropeway state solutions corresponding to each ropeway state assessment deviation value stored in the database, the unqualified ropeway state solution corresponding to the ropeway state assessment deviation value is obtained, and the unqualified ropeway state solution is visualized.

9. The cableway transportation visualization intelligent monitoring platform system according to claim 8 is characterized by: The cableway status data set specifically includes the number of deformed cableway brackets, the proportion of cableway brackets without cracks, and the proportion of cableway corrosion area.

10. The cableway transportation visualization intelligent monitoring platform system according to claim 9 is characterized by: The specific analysis process of the cableway status evaluation value is as follows: Wherein, ω is the cableway status assessment value, bx is the number of deformed cableway brackets, lf is the proportion of cableway brackets without cracks, fs is the proportion of cableway corrosion area, fs0 is the proportion of cableway corrosion area, τ1 is the compensation factor of bx, τ2 is the compensation factor of lf, and τ3 is the compensation factor of fs.

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