CN115523900B - Line pole monitoring method, electronic equipment and line pole monitoring system - Google Patents
Line pole monitoring method, electronic equipment and line pole monitoring system Download PDFInfo
- Publication number
- CN115523900B CN115523900B CN202211496407.9A CN202211496407A CN115523900B CN 115523900 B CN115523900 B CN 115523900B CN 202211496407 A CN202211496407 A CN 202211496407A CN 115523900 B CN115523900 B CN 115523900B
- Authority
- CN
- China
- Prior art keywords
- vibration
- inclination
- wire rod
- determining
- monitoring
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 238000012544 monitoring process Methods 0.000 title claims abstract description 94
- 238000000034 method Methods 0.000 title claims abstract description 72
- 238000012423 maintenance Methods 0.000 claims abstract description 69
- 230000008859 change Effects 0.000 claims abstract description 47
- 230000008569 process Effects 0.000 claims abstract description 43
- 230000009471 action Effects 0.000 claims abstract description 14
- 230000008439 repair process Effects 0.000 claims abstract description 14
- 238000012806 monitoring device Methods 0.000 claims description 30
- 238000004891 communication Methods 0.000 claims description 13
- 238000004590 computer program Methods 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims description 3
- 230000006735 deficit Effects 0.000 claims description 2
- 230000000875 corresponding effect Effects 0.000 description 16
- 230000006870 function Effects 0.000 description 8
- 238000010586 diagram Methods 0.000 description 5
- 230000001133 acceleration Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 238000012545 processing Methods 0.000 description 4
- 238000004458 analytical method Methods 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- 238000007689 inspection Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000003287 optical effect Effects 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 238000012549 training Methods 0.000 description 2
- 230000032683 aging Effects 0.000 description 1
- 238000012512 characterization method Methods 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 238000002372 labelling Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000000737 periodic effect Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000004044 response Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
Images
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C9/00—Measuring inclination, e.g. by clinometers, by levels
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01H—MEASUREMENT OF MECHANICAL VIBRATIONS OR ULTRASONIC, SONIC OR INFRASONIC WAVES
- G01H17/00—Measuring mechanical vibrations or ultrasonic, sonic or infrasonic waves, not provided for in the preceding groups
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
- G06Q10/00—Administration; Management
- G06Q10/06—Resources, workflows, human or project management; Enterprise or organisation planning; Enterprise or organisation modelling
- G06Q10/063—Operations research, analysis or management
- G06Q10/0631—Resource planning, allocation, distributing or scheduling for enterprises or organisations
- G06Q10/06311—Scheduling, planning or task assignment for a person or group
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
- G06Q10/00—Administration; Management
- G06Q10/20—Administration of product repair or maintenance
Landscapes
- Business, Economics & Management (AREA)
- Human Resources & Organizations (AREA)
- Engineering & Computer Science (AREA)
- General Physics & Mathematics (AREA)
- Physics & Mathematics (AREA)
- Entrepreneurship & Innovation (AREA)
- Economics (AREA)
- Strategic Management (AREA)
- General Business, Economics & Management (AREA)
- Marketing (AREA)
- Operations Research (AREA)
- Quality & Reliability (AREA)
- Tourism & Hospitality (AREA)
- Theoretical Computer Science (AREA)
- Game Theory and Decision Science (AREA)
- Educational Administration (AREA)
- Development Economics (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention provides a wire pole monitoring method, electronic equipment and a wire pole monitoring system, wherein the wire pole method comprises the following steps: acquiring a monitoring trigger signal, wherein the monitoring trigger signal is used for triggering monitoring equipment to start to execute the monitoring action of the current round; acquiring gradient change information and a first vibration signal of a wire rod in the monitoring action of the current turn corresponding to the trigger signal; determining a first damaged result of the wire rod tilting event based on the tilt change information; determining a first tilt cause of the wire rod for a tilt event based on the first vibration signal; the degree of urgency of repair and the scheduling strategy of repair personnel and repair equipment are determined based on the first damage result and the first tilt cause. And furthermore, the complete change state and inclination association factors of the wire rod in the whole inclination process can be clearly known, so that the emergency degree of the inclination event of the wire rod and the conditions of required maintenance personnel and maintenance equipment can be more specifically determined, and the maintenance efficiency and reliability of the wire rod are ensured.
Description
Technical Field
The invention relates to the technical field of electric power safety, in particular to a wire pole monitoring method, electronic equipment and a wire pole monitoring system.
Background
The power pole and the power tower and other power equipment are important components of a power grid structure, accidents such as damage, inclination, lodging and even breakage and the like can occur in the operation of the power pole, the accidents can seriously affect the safe operation of a power line, and even personal safety accidents can occur, so that the periodic inspection and maintenance of the power pole is an important work of the maintenance of the power pole in the current power grid.
In the prior art, taking a wire pole as an example, in the prior art of Chinese patent with application number of [ CN201921349826.3 ] and the prior art of application number of [ CN201710298687.5 ], different methods are adopted for on-line monitoring and testing on the inclination of the wire pole, but the reasons of the inclination are not analyzed, so that maintenance personnel cannot conduct targeted treatment. The monitoring and maintenance efficiency of the wire pole is low and the reliability is poor.
Therefore, how to improve the monitoring and maintenance efficiency and reliability of the wire rod is a technical problem to be solved.
Disclosure of Invention
The invention solves the problem of improving the monitoring and maintenance efficiency and reliability of the wire rod.
In order to solve the problems, the invention provides a wire pole monitoring method, electronic equipment and a wire pole monitoring system.
According to a first aspect, the present invention provides a wire pole monitoring method, suitable for a monitoring device, the monitoring device being provided on a wire pole, the wire pole monitoring method comprising: acquiring a monitoring trigger signal, wherein the monitoring trigger signal is used for triggering monitoring equipment to start to execute the monitoring action of the current round; acquiring gradient change information and a first vibration signal of a wire rod in the monitoring action of the current turn corresponding to the trigger signal; determining a first damaged result of the wire rod tilting event based on the tilt change information; determining a first tilt cause of the wire rod for a tilt event based on the first vibration signal; a degree of urgency for repair is determined based on the first damage result and the first tilt cause, and a scheduling policy for repair personnel and repair equipment.
Optionally, determining, based on the inclination change information, a first damage result of the wire rod in the inclination event includes: acquiring initial inclination and final inclination, wherein the initial inclination is the inclination of the wire rod when the current round starts, and the final inclination is the inclination of the wire rod when the wire rod reaches a preset stable condition; calculating an inclination difference value between the final inclination and the initial inclination; and determining that the wire rod reaches the first damage degree when the gradient difference value is larger than the preset difference value and/or the final gradient is larger than the preset gradient.
Optionally, determining the first damage result of the wire rod having the inclination event based on the inclination change information further comprises: acquiring the gradient change trend in the current round; constructing an evolution process of the inclination event based on the inclination change trend; determining a second degree of damage to the wire rod based on the evolution process; a first damage result of the wire rod is determined based on the first damage degree and the second damage degree.
Optionally, determining, based on the first vibration signal, a first tilt cause of the wire rod to occur a tilt event includes: extracting a first vibration characteristic of the first vibration signal; determining a first source type based on the first vibration signature; a first source type and a first vibration characteristic are used to determine a first source of a dip event.
Optionally, determining the first source type based on the first vibration signature includes: extracting a first time domain feature of a first vibration component larger than a preset frequency and a second time domain feature of a second vibration component smaller than the preset frequency in the first vibration signal; determining an order of occurrence of the first vibration component and the second vibration component based on the first time domain feature and the second time domain feature; the location of the first source is determined based on the order of occurrence as the first source type.
Optionally, determining a first source type and a first vibration characteristic of the dip event includes: if the first vibration component occurs before the second vibration component, determining that the first vibration source is located at a first position, wherein the first position is located at a position of the wire rod which is higher than the ground by a preset distance; if the second vibration component occurs before the first vibration component, determining that the first vibration source is located at a second position, wherein the second position is located at a position of the wire rod lower than the ground by a preset distance; extracting the vibration frequency and the vibration amplitude of a vibration component of which the first vibration characteristic corresponds to the first vibration source type; if the vibration frequency and the vibration amplitude meet the meteorological factor vibration conditions and the first seismic source is located at the first position, determining that the first inclination reason is the meteorological factor inclination reason; if the vibration frequency and the vibration amplitude meet the geological factor vibration conditions and the first seismic source is located at the second position, determining that the first inclination cause is due to the geological factor inclination.
Optionally, determining the urgency of repair and the scheduling policy of repair personnel and repair equipment based on the first damage result and the first tilt cause further comprises: acquiring a trigger type of a monitoring trigger signal; when the triggering type of the monitoring triggering signal is that the second vibration signal triggers, acquiring a second vibration characteristic of the second vibration signal; determining a second damage result and a second tilt cause based on the second vibration signature; an adjustment to the degree of urgency and the scheduling policy is determined based on the second impairment result and the second tilt cause.
Optionally, the wire pole monitoring method further includes: acquiring attribute characteristics of the wire rod, wherein the attribute characteristics comprise at least one of geological conditions, climatic conditions and installation attributes of an area where the wire rod is positioned; the degree of urgency and the scheduling policy are adjusted based on the attribute characteristics.
According to a second aspect, the present invention provides an electronic device comprising a computer readable storage medium storing a computer program and a processor, the computer program implementing the pole monitoring method of any one of the first aspects when read and run by the processor.
According to a third aspect, the present invention provides a pole monitoring system, comprising a plurality of pole monitoring devices and a server in communication with the pole monitoring devices, wherein the pole monitoring devices or the server are provided with the electronic devices of the second aspect, and the server is further configured to count a first damage result and a first inclination cause, and output a pole setting scheme corresponding to the first inclination cause based on the first damage result and the statistics of the first inclination cause.
In the invention, a first damage result of the wire rod in the inclination event is determined based on the inclination change information; the first inclination reason of the inclination event of the wire rod is determined based on the first vibration signal, the inclination result of the wire rod is analyzed based on the first damaged result, and the inclination process of the wire rod is analyzed based on the first inclination reason, so that the complete change state and inclination association factors of the wire rod in the whole inclination process can be clearly known, the emergency degree of the inclination event of the wire rod and the conditions of required maintenance personnel and maintenance equipment can be determined more specifically, and the maintenance personnel can take corresponding actions specifically and rapidly. And further, the maintenance efficiency and reliability of the wire rod can be more effectively ensured.
Drawings
FIG. 1 is a schematic diagram of a monitoring device according to an embodiment of the present invention;
FIG. 2 is a flow chart of a method for monitoring a wire pole according to an embodiment of the invention;
FIG. 3 is a schematic diagram showing a trend of inclination change of a wire rod with inclination fluctuation according to an embodiment of the present invention;
FIG. 4 is a schematic diagram showing a trend of inclination change of a wire rod with an increased inclination in an embodiment of the present invention;
FIG. 5 is a schematic view showing another inclination change trend of a wire rod with an increased inclination according to an embodiment of the present invention;
fig. 6 is a schematic structural diagram of an electronic device according to an embodiment of the invention.
Detailed Description
In order to make the present application solution better understood by those skilled in the art, the following description will be made in detail and with reference to the accompanying drawings in the embodiments of the present application, it is apparent that the described embodiments are only some embodiments of the present application, not all embodiments. All other embodiments, which can be made by one of ordinary skill in the art based on the embodiments herein without making any inventive effort, shall fall within the scope of the present application.
It should be noted that the terms "first," "second," and the like in the description and claims of the present application and the above figures are used for distinguishing between similar objects and not necessarily for describing a particular sequential or chronological order. It is to be understood that the data so used may be interchanged where appropriate such that embodiments of the present application described herein may be implemented in sequences other than those illustrated or otherwise described herein. Furthermore, the terms "comprises," "comprising," and "having," and any variations thereof, are intended to cover a non-exclusive inclusion, such that a process, method, system, article, or apparatus that comprises a list of steps or elements is not necessarily limited to those steps or elements expressly listed but may include other steps or elements not expressly listed or inherent to such process, method, article, or apparatus.
The invention provides a wire pole monitoring method, which comprises the following steps: the monitoring method is suitable for monitoring equipment, the monitoring equipment is arranged on a wire rod, as shown in fig. 1, the monitoring equipment comprises a fastener 01 and a monitoring device 02, wherein a control chip is arranged in the monitoring device, and the monitoring device comprises a sensor, an NB-IOT module, a solar charging chip and the like. Through inclination monitoring, acceleration monitoring and vibration monitoring technology, phenomena such as wire pole vibration, wire pole inclination, wire pole lodging and the like can be intelligently monitored in real time on site. And can transmit the monitoring data to the background device via the communication system.
As shown in fig. 2, the monitoring method may include the steps of:
s101, acquiring a monitoring trigger signal. The monitoring trigger signal is used for triggering the monitoring equipment to start to execute the monitoring action of the current round. In this embodiment, the monitoring trigger signal may be a timing signal, a vibration signal, or an inclination change signal.
In this embodiment, the monitoring device is in a sleep state at ordinary times, the timer wakes up once every a preset time period, the monitoring device is started to enter an operating state, and a heartbeat packet is sent to a background program and the inclination degree of the wire rod is monitored.
When the inclination of the wire rod exceeds a preset threshold value, starting the monitoring equipment to enter an operating state, sending alarm information, recording the inclination process of the wire rod, and transmitting data to the background. When the wire rod is impacted by external force to vibrate, the vibration sensor can trigger the monitoring equipment to enter an operating state, and the program sends vibration alarm information on one hand and records the inclination process of the wire rod.
If the program does not monitor the change in the inclination of the wire rod within 30 minutes, the system again enters the sleep state.
S102, acquiring inclination change information and a first vibration signal of the wire rod in the monitoring action of the current round corresponding to the trigger signal.
In this embodiment, after triggering to start monitoring, a dynamic tilting process may exist in the characterization line rod, and the tilt change information and the first vibration signal are change information and vibration signals of the tilt from the time when the monitoring action of the current round starts to the time when the monitoring action of the current round ends.
In this embodiment, the inclination of the wire rod is changed, possibly due to slow inclination, or inclination caused by impact, or inclination caused by geological disaster, or inclination caused by weather, and inclination caused by different inclination causes, and the intermediate monitoring data in the monitoring round process are different.
S103, determining a first damage result of the inclination event of the wire rod based on the inclination change information. As an exemplary embodiment, the inclination change information may include final change information of inclination and process data throughout the monitoring process. For example, the information of the change may include an initial inclination from the current round and an inclination difference of the final inclination; the process data may be a trend of inclination change in the current round. In this embodiment, the inclination change information may characterize the inclination result exhibited by the wire rod in the current round. For example, the first damage result determined based on the inclination change information may be a case of slight inclination, severe inclination, or lodging.
S104, determining a first inclination reason of the wire rod, which is subjected to an inclination event, based on the first vibration signal. As an exemplary embodiment, the wire rod may vibrate during the tilting process, the vibration may be due to autonomous vibration during the tilting process of the wire rod, or may be due to tilting caused by some continuous external force, and the tilting caused by the external force may cause the wire rod to vibrate, so that the vibration signal of the wire rod may be monitored in real time during the tilting process and analyzed to determine the process attribute exhibited during the tilting process of the wire rod.
For example, the first inclination may be caused by continuous external impact, intermittent external impact or accidental external impact of the wire rod during the inclination process, or may be caused by autonomous inclination due to non-external impact such as geological reasons, aging problems and the like.
S105, determining the emergency degree of maintenance and the scheduling strategy of maintenance personnel and maintenance equipment based on the first damaged result and the first inclination reason.
In this embodiment, after the first damage result and the first inclination cause are obtained, for the inclination result of severe inclination or lodging, it may be determined that the current maintenance task has a high emergency degree and needs to be immediately processed, and for the lodging or severe inclination, the excavating equipment and the centering equipment need to be scheduled during maintenance. In addition, if the first inclination is caused by a continuous external impact, an intermittent external impact or an occasional external impact, the wire rod may be damaged or even broken, and a new wire rod may be prepared before going to the site. When the first damage result is slightly inclined and the first damage cause is possibly inclined autonomously, the current promotion degree can be confirmed to be not high, and continuous observation is needed. In the case that the first damage result is slightly inclined, and the first damage cause is continuous external impact, intermittent external impact or accidental external impact, even if the wire rod is slightly inclined, the foundation is possibly unstable after the wire rod is possibly damaged, the reliability is reduced, the emergency degree can be medium, and the personnel is required to go to check, or necessary equipment and tools are required to go to reinforce the foundation or repair the wire rod.
In addition, in order to cope with the situation of lodging or large inclination, when the maintenance equipment and maintenance personnel are scheduled, the cable maintenance equipment and the cable maintenance personnel and even new cables are also required to be scheduled.
As an exemplary embodiment, the inclination result of the wire rod is analyzed based on the first damaged result, and the inclination process of the wire rod is analyzed based on the first inclination cause, so that the complete change state and inclination association factors of the wire rod in the whole inclination process can be clearly known, the emergency degree of the inclination event of the wire rod and the conditions of required maintenance personnel and maintenance equipment can be determined more specifically, and the maintenance personnel can take corresponding actions specifically and rapidly. And further, the maintenance efficiency and reliability of the wire rod can be more effectively ensured.
As an exemplary embodiment, how the state of the wire rod is analyzed will be described in detail with reference to specific embodiments as follows:
a first damage result of the wire pole is determined based on the first event attribute. In this embodiment, an initial inclination and a final inclination are obtained, where the initial inclination is an inclination of the wire rod when a current round starts, and the final inclination is an inclination of the wire rod when the wire rod reaches a preset stable condition; calculating a gradient difference between the initial gradient and the final gradient; and determining that the wire rod reaches a first damage degree when the gradient difference value is larger than a preset difference value and/or the final gradient is larger than a preset gradient.
For example, when the difference between the final inclination and the initial inclination is greater than the preset difference, the characteristic line rod is subjected to a larger inclination change in the current turn, and a larger inclination, such as lodging or fracture, may occur, so that it can be determined that the line rod is damaged to a higher degree, and emergency maintenance is required.
In order to further fully determine the effect of the process of tilting the wire rod, in this embodiment, it is further determined in combination with the evolution of the wire rod from the initial tilt to the final tilt.
For example, as shown in fig. 3, fig. 3 shows a process of fluctuation of inclination in which the maximum inclination is a and the final inclination is B, wherein B is less than or equal to a. The evolution process is fluctuation of inclination, namely the inclination is firstly enlarged and then reduced, and then enlarged until the final inclination state is reached, the inclination process of the wire rod is determined to be lodging or inclination in the shaking process, the lines on two sides of the wire rod can be influenced, and the foundation of the wire rod can be loosened to a greater extent. Therefore, even if the poles do not fall or break, the poles need to be re-buried and reinforced. It can be confirmed that the degree of emergency can be moderate, requiring personnel to go to check, or preparing necessary equipment and tools to go to reinforce the foundation or repair poles
For example, as shown in fig. 4, by determining the progress of the tilting process of the wire rod, the tilting process may be performed at a relatively fast tilting speed, and the final tilting reaches C, where C is less than or equal to 90 ° (with respect to the vertical direction of the wire rod) at which point the wire rod may break after the lodging of the lodging arrangement. Specifically, in an alternative embodiment, it may be determined whether the wire rod is broken based on the inclination change trend and the acceleration of the wire rod. In this embodiment, when the inclination change trend is gradually increased and greater than the preset change trend and the acceleration is greater than the preset acceleration, it is confirmed that the wire rod is broken. When the wire rod breaks, the current maintenance task can be determined to have higher emergency degree, the current maintenance task needs to be processed immediately, and corresponding staff and wire rod replacement equipment and a new wire rod need to be scheduled to go to the site for wire rod replacement. For some assembled poles, maintenance equipment and maintenance personnel may also be scheduled to go for maintenance.
In addition, if the wire rod is laid on a soft ground, for example, a sand ground, breakage may not occur, and therefore, a third vibration signal at the time when the final inclination is obtained may also be monitored, and when the vibration intensity of the third vibration signal is smaller than a preset value, it is confirmed that the wire rod is not broken. At this time, it can confirm that the line pole appears lodging to whether to the cracked condition after lodging, the intensity of base third vibration signal confirms whether need dispatch new line pole and line pole replacement equipment, perhaps dispatch only need right, dispatch corresponding righting equipment.
As another example, as shown in fig. 5, the tilting process of the wire rod may be slow as determined by the evolution process, with a final tilt reaching D, where D is less than 90 °. It may be determined whether immediate forward maintenance is required based on the slowness level.
Thus, the inclination change trend in the current round is acquired; constructing an evolution process of the inclination event based on the inclination change trend; a second degree of damage to the wire rod is determined based on the evolution process. After the second degree of damage is obtained, the final degree of damage can be determined in combination with the first degree of damage, i.e. the degree of change in inclination, and the second degree of damage, i.e. the degree of damage of the equipment or object associated with the wire rod, which is presumed by the inclination evolution process.
After obtaining the damaged degree of the wire rod, in order to further determine the way to help the maintenance personnel to determine the disposal mode, further analysis is needed for the inclination reason, for example, if the wire rod is inclined due to weather reasons such as strong wind, only the wire rod may need to be replaced or righted, if the wire rod is inclined due to geological reasons, such as the inclination caused by earthquakes, mud-rock flows, landslides and the like, more maintenance work needs to be prepared, equipment and personnel for scheduling geological disasters need to be added, and the emergency degree is at a higher level. Therefore, in the present embodiment, the first inclination cause of the inclination event of the wire rod may be determined based on the second event attribute.
By analyzing the first vibration signal extracted in the process of tilting the wire rod, whether and what external force factors are in the middle of tilting the wire rod can be determined. A targeted processing strategy can be formulated for existing external force factors.
For example, a first vibration characteristic of the first vibration signal may be extracted; determining a first source type based on the first vibration signature; a first source type of the source is determined based on the first source type and the first vibration signature.
As an exemplary embodiment, if the vibration characteristic of the first vibration signal corresponds to the vibration characteristic caused by the external force factor, for example, the amplitude is greater than a preset amplitude, a continuous external force may exist during the tilting, and if the amplitude is less than the preset amplitude, the vibration may be generated by the wire rod itself due to the tilting motion during the tilting. In this embodiment, the vibration characteristic may also represent the distribution of the vibration signal in the whole tilting process, and, by way of example, the first vibration signal has a larger amplitude only at the end of the current turn, which may be represented as not being affected by a strong external force, and the wire rod may fall down.
The first vibration signal has larger amplitude at the beginning and the middle of the current round, so that the influence of external force can be represented.
In this embodiment, the vibration caused by the different sources is different, for example, an aerial source, which may be an exemplary high wind-caused source, the vibration frequency tends to be low, and after the vibration is transmitted to the ground, resonance with a higher frequency may occur due to the influence of the ground. For example, in the case of a ground source, an exemplary vibration may be caused by a geologic factor, which tends to be high in frequency, and may oscillate above the ground as the vibration propagates above the wire rod, resulting in a lower frequency resonance.
Thus, a first source type of the dip event is determined based on the first source type and the first vibration signature. Illustratively, a first time domain feature of a first vibration component of the first vibration signal greater than a preset frequency and a second time domain feature of a second vibration component of the first vibration signal less than the preset frequency are extracted;
in this embodiment, the preset frequency may be an intermediate frequency that is obtained in advance based on vibration analysis of ground vibration and air vibration and that can distinguish the types of vibration.
The vibration component in the first vibration signal may be extracted by taking the preset frequency as a boundary, and the vibration component is subjected to time domain analysis to obtain a time domain relationship of the two vibration signals, where the time domain relationship may be that the first vibration component is the main vibration, and the second vibration component may be the harmonic vibration. The second vibration component is a main vibration, and the first vibration component may be a harmonic vibration. In the present embodiment, the order of occurrence thereof may also be determined based on the initial occurrence timings of the first vibration component and the second vibration component.
In the present embodiment, the order of occurrence of the first vibration component and the second vibration component is determined based on the first time domain feature and the second time domain feature; and determining the position of the first seismic source based on the occurrence sequence. As an exemplary embodiment, since the vibration signal of the wire rod tends to be complex, in this embodiment, it is only necessary to determine which of the first vibration component due to the top and the second vibration component due to the bottom occurs first, and it is then possible to determine where the source causing the vibration is located.
Thus, if the first vibration component occurs before the second vibration component, determining that the first source is located at a first position, the first position being located at a position of the pole that is above a ground surface by a predetermined distance;
If the second vibration component occurs before the first vibration component, determining that the first vibration source is located at a second position, and the second position is located at a position of the wire rod lower than the ground by a preset distance;
as an exemplary embodiment, the bottom seismic source may be caused by a geological factor, such as an earthquake, a landslide, a debris flow, or the like, or due to a local ground floor, or other factors, such as an explosion, whose vibrations tend to be similar to the geological vibration frequency, and thus the amplitude in the second vibration component may be compared to the frequency and amplitude of vibrations caused by a predetermined geological factor to determine whether the line rod is tilted due to vibrations caused by the geological factor.
The air vibration may be a vibration caused by a strong wind, such as typhoons, tornadoes, or the like. The vibration frequency is low, the amplitude is large, and the vibration frequency is large in distinction from geological vibration, so that when the vibration frequency and the amplitude of the first vibration component are similar to those of vibration caused by meteorological factors, the current inclination cause can be confirmed to be the vibration caused by the meteorological factors, and the wire rod is inclined.
Accordingly, extracting a vibration frequency and an amplitude of a vibration component of the first vibration signature corresponding to the first source type; if the vibration frequency and the vibration amplitude meet the meteorological factor vibration condition and the first seismic source is located at the first position, determining that the first inclination reason is the meteorological factor inclination reason; if the vibration frequency and the amplitude meet a geological factor vibration condition and the first source is located at the second position, determining that the first inclination cause is a geological factor inclination cause.
After determining the inclination cause based on the inclination evolution process, the emergency degree and the required maintenance personnel and maintenance equipment can be determined based on the inclination result, namely the first damage degree and the inclination cause in the embodiment, so that a scheduling instruction is formed, corresponding maintenance resources can be more accurately scheduled for targeted maintenance, and a reliable basis is provided for maintenance of the wire pole.
As an exemplary embodiment, if vibration is caused by geological factors, maintenance difficulty is often high, and tasks are urgent. The equipment and personnel are more needed, and sufficient resource scheduling preparation is needed. Accordingly, resources capable of rapidly performing maintenance can be scheduled based on the damage degree and the inclination cause of the plurality of poles. Fewer personnel and equipment are required if due to meteorological factors than if due to geological factors, for example, only re-landfill or righting is required. The maintenance can be made faster and more economical.
As an exemplary embodiment, in some cases, the tilting of the wire rod can also be caused by an impact, and therefore, it is necessary to monitor the vibration signal before tilting, and in this embodiment, if the monitoring trigger signal is the vibration signal, there is a possibility that a tilting event is generated by an impact.
Thus, the trigger type of the monitoring trigger signal is acquired; when the triggering type of the monitoring triggering signal is that of a second vibration signal, acquiring a second vibration characteristic of the second vibration signal; determining the second damage result and a second tilt cause based on the second vibration characteristic. In this embodiment, when the trigger type of the monitoring trigger signal is the second vibration signal trigger, the inclination caused by the impact may be the inclination caused by the impact, or the wire rod may be damaged caused by the impact.
As an alternative embodiment, the vibration signal triggers, possibly due to tilting of the vehicle pole bottom, or in construction, caused by hitting the pole bottom. But also may be due to an overhead impact such as a lightning strike, a small aircraft impact, or a construction equipment impact higher in the construction.
For different impact positions, the maintenance strategies may be different, and the cable tower is formed by constructing a plurality of sections, if the bottom impacts, the bottom of a part may need to be repaired, and then ground supporting equipment is needed during maintenance. If the roof hits, overhead working equipment such as a crane may be required. Therefore, for tilting or damage caused by an impact, the second vibration signal needs to be analyzed to determine the impact location, thereby targeted adjustment of the scheduling strategy of maintenance personnel and equipment. For example, climbing equipment needs to be added for maintenance.
As an exemplary embodiment, the extent of impact damage to the spool may also be predicted based on the amplitude of the vibration and the location of the source, e.g., the greater the amplitude of the vibration, the greater the extent of impact damage may be. The extent of damage to the bottom impact and the top impact may be different, e.g., the top impact may cause bottom damage, and typically the bottom impact is difficult to cause top damage, and thus the extent of damage and the location of damage caused by the impact are determined based on the second vibration signal and the source location as a second damage result.
In addition, the second damage result and the second inclination cause can be used for determining and adjusting the second damage result, and when the inclination cause is impact inclination and the first damage result is serious inclination or lodging, the second damage result is represented as lodging or serious inclination, and the wire rod is possibly broken or locally seriously damaged. In the evolution process of the combined inclination, for example, the direct inclination or the inversion or the shaking rear inclination or the inversion, the damage degree of the combined inclination to the foundation or the bottom is different, so that the damage part and the damage degree can be perfected based on the evolution process of the inclination, the damage caused in the current wire rod inclination can be more comprehensively estimated, and more comprehensive damage information can be provided, so that a more comprehensive maintenance strategy is provided.
In addition, as an optional embodiment, acquiring attribute characteristics of the wire rod, wherein the attribute characteristics comprise at least one of geological conditions, climatic conditions and installation attributes of an area where the wire rod is located; and correcting the processing strategy based on the attribute characteristics. Comprehensively considering various application occasions such as roads, dykes and dams, sand dunes, farmlands, hillsides and the like, and comprehensively considering complex environmental conditions. The maintenance strategy can be determined more specifically.
By way of example, the damage result and the inclination cause of the wire rod with the inclination event can be counted, the inclination cause is analyzed in large data, the main factors causing the inclination cause are determined, and the wire rod is improved in a targeted manner during subsequent erection based on the main factors.
If the factors are geological factors, meteorological factors or environmental factors, the construction scheme such as foundation reinforcement, wind prevention measures and the like can be correspondingly improved according to similar geological environments, meteorological environments and geographic environments characterized by the inclination reasons.
In addition, if the impact is caused by the impact factor, the anti-collision measure can be adopted when the wire pole is erected in the similar environment or area according to the area or the environment factor where the impact occurs.
As an exemplary embodiment, in this embodiment, the first damage result and/or the second damage result may be continuously monitored if the first tilt cause and/or the second tilt cause correspond to the first damage result and/or the second damage result do not reach the maintenance level. Until the next set maintenance period is reached, or the first damage result and/or the second damage result reach the maintenance degree.
As an exemplary embodiment, the first inclination cause and/or the second inclination cause corresponding to the failure of the first damage result and/or the second damage result to the maintenance degree and the continuous monitoring result are used as training samples, the continuous reliability prediction model is trained, the first inclination cause and/or the second inclination cause are used as input, the corresponding continuous monitoring result is used as output labeling information to train the continuous reliability prediction model, and the trained continuous reliability prediction model is obtained until convergence or a preset training round is reached. The continuous reliability prediction model outputs the result that the probability of the current wire rod to incline, fall or break is larger within different preset time periods.
In the follow-up monitoring process, the first inclination reason and/or the second inclination reason which do not reach the maintenance degree can be input into a continuous reliability prediction model, the continuous reliability of the wire rod is predicted, the maintenance period of the corresponding wire rod is obtained, the wire rod is maintained in advance, and the wire rod is prevented from being excessively inclined or lodged.
As an exemplary embodiment, the monitoring of the wire pole can also be performed by:
acquiring an initial inclination of the wire rod as an initial value through a monitoring device, and specifically monitoring through an inclination sensing chip arranged in the monitoring device; in the running process of the monitoring device, power is supplied through the solar panel so as to cope with the situation that the environment is not fixedly supplied with power. The all-weather monitoring device can monitor the running condition of the power line pole in all weather, so that when the power line pole runs abnormally, the best maintainer can be found in time and processed in time.
Then judging whether the initial inclination exceeds a preset safety inclination range or not, wherein the inclination caused by tiny vibration generally returns in a short time, so that erroneous judgment can be avoided by setting the preset safety inclination range; when the initial inclination exceeds a preset safe inclination range, acquiring the inclinations of the plurality of poles according to a preset time interval to form an inclination set, constructing an inclination function according to the inclination set, for example, calculating the mean value, the differential mean value and the variance of the inclination set, and constructing the inclination function according to the mean value, the differential mean value and the variance. The average value refers to an average value of a plurality of inclinations which are continuously acquired, the differential average value and the variance are similar, and the initial inclination is compared with the average value, the differential average value and the variance, so that the state of the wire rod can be accurately judged.
The method comprises the steps of determining the intermediate state of a wire rod according to an initial gradient and an inclination function, and sending first alarm prompt information according to the intermediate state, wherein the intermediate state corresponds to the state that the wire rod is in gradient change and generally comprises a slight shaking state, a serious shaking state and a dumping state, and the sent first alarm prompt information is used for early warning on the conditions of breakage, lodging and the like of the power wire rod. The first alarm prompt information can be divided into a plurality of grades according to the state of the line pole, for example, the slight shaking state corresponds to general alarm, the serious shaking state corresponds to serious alarm, and the dumping state corresponds to emergency alarm, so that maintenance personnel can respond differently according to the alarm grades, manpower and material resources for line inspection are saved, and the response speed of the maintenance personnel when the power line pole has an accident is improved.
After the gradient of the wire rod is kept unchanged for a preset period of time, acquiring the final gradient of the wire rod through the monitoring device, determining the final state of the wire rod according to the final gradient, and sending second alarm prompt information according to the final state, wherein the final state refers to the state that the gradient of the wire rod is kept unchanged and generally comprises an inclination state and a lodging state, and the sent second alarm prompt information is used for giving an alarm in real time on the conditions of breakage, lodging and the like of the power wire rod. The second alarm prompting message can also set an alarm grade.
For example, the monitoring device is in a sleep state at ordinary times, and the timer wakes up once every 2 hours, sends a heartbeat packet to the background program, and monitors the inclination degree of the wire rod. When the inclination of the wire rod exceeds a preset threshold value, alarm information is sent, the inclination process of the wire rod is recorded, and data are transmitted to the background. Meanwhile, when the wire rod is impacted by external force to vibrate, the vibration sensor can trigger the whole device to enter an operating state, and the program sends vibration alarm information on one hand and records the inclination process of the wire rod. If the program does not monitor the change in the inclination of the wire rod within 30 minutes, the system again enters the sleep state.
The monitoring device further comprises a display screen, the first alarm prompt information and the second alarm prompt information are displayed on the display screen to help maintainers to timely find conditions such as slight shaking which is not easy to distinguish by naked eyes on site, and meanwhile, the first alarm prompt information and the second alarm prompt information are also sent to a maintenance center to facilitate unified coordination management and control of the maintenance center, and the maintenance center can send the state of the wire rod to a handheld terminal of the maintainers and send corresponding maintenance tasks to the handheld terminal. Because the number of the power lines is large, the distribution is wide, and after receiving the alarm event sent remotely, the power lines are identified and managed based on the geographic information system, the specific power lines with the alarm are positioned, and the alarm information is displayed on the map, so that maintenance personnel can accurately position the power lines.
In the embodiment, when the wire rod is in the inclination change, the intermediate state of the wire rod is determined according to the initial inclination and the inclination function, and the first alarm prompt information is sent according to the intermediate state, so that early warning can be carried out on the conditions of breakage, lodging and the like of the power wire rod; when the gradient of the wire rod is kept unchanged, the final gradient of the wire rod is obtained, the final state of the wire rod is determined according to the final gradient, and the second alarm prompt information is sent according to the final state, so that real-time alarm can be given to the conditions of breakage, lodging and the like of the power wire rod. The invention mainly aims at the field unmanned maintenance scene, comprehensively considers various application occasions such as roads, dykes, sand dunes, farmlands, hillsides and the like, comprehensively considers various factors such as complex environmental conditions, high reliability, no fixed power supply condition and the like, can timely sense the conditions of breaking, lodging and the like of the power line pole, and can timely maintain. The invention is applied to a power supply system, and can improve the stability of the power supply system, so that electric equipment such as an electric automobile and the like can be stably supplied with power.
Optionally, the acquiring the inclinations of the plurality of wire poles at preset time intervals to form an inclination set includes: and acquiring the inclination of the wire rod at intervals of the preset time interval from the initial inclination exceeding the preset safety inclination range, and forming the inclination set according to the acquired inclinations of the plurality of wire rods.
Optionally, said constructing a tilt function from said set of tilts comprises: and calculating the mean value, the differential mean value and the variance of the gradient set, and constructing the gradient function according to the mean value, the differential mean value and the variance.
Optionally, the determining the intermediate state of the wire rod according to the initial inclination and the inclination function includes: and judging whether the wire rod is in a slightly swaying state, a severely swaying state or a swaying state according to the initial gradient and the gradient function so as to determine the intermediate state of the wire rod.
Optionally, the determining the final state of the wire rod according to the final inclination comprises: and judging whether the wire rod is in an inclined state or a lodging state according to the final inclination so as to determine the final state of the wire rod.
Optionally, the monitoring device further comprises a display screen, and the display screen is used for displaying the first alarm prompt information and the second alarm prompt information.
Optionally, the monitoring device includes left semicircle subassembly and right semicircle subassembly, the buckle is including setting up the first connecting piece of left semicircle subassembly and setting up the second connecting piece of right semicircle subassembly.
Optionally, an anti-slip pad is arranged on the inner side of the monitoring device, and the anti-slip pad is used for fixing the monitoring device.
According to yet another aspect of the embodiments of the present application, there is also provided an electronic device for implementing the above-mentioned wire pole monitoring method, where the electronic device may be a server, a wire pole monitoring device, or a combination thereof.
Fig. 6 is a block diagram of an alternative electronic device, according to an embodiment of the present application, including a processor 602, a communication interface 604, a memory 606, and a communication bus 608, as shown in fig. 6, wherein the processor 602, the communication interface 604, and the memory 606 communicate with each other via the communication bus 608, wherein,
a memory 606 for storing a computer program;
the processor 602, when executing the computer program stored on the memory 606, performs the following steps:
acquiring a monitoring trigger signal, wherein the monitoring trigger signal is used for triggering the monitoring equipment to start to execute the monitoring action of the current round;
acquiring inclination change information and a first vibration signal of the wire rod in the monitoring action of the current round corresponding to the trigger signal;
determining a first damaged result of the wire pole having a tilting event based on the tilt change information;
Determining a first tilt cause of the wire rod for a tilt event based on the first vibration signal;
determining an emergency level of maintenance and a scheduling strategy for maintenance personnel and maintenance equipment based on the first damage result and the first tilt cause.
Alternatively, in the present embodiment, the above-described communication bus may be a PCI (Peripheral Component Interconnect, peripheral component interconnect standard) bus, or an EISA (Extended Industry Standard Architecture ) bus, or the like. The communication bus may be classified as an address bus, a data bus, a control bus, or the like. For ease of illustration, only one thick line is shown in fig. 6, but not only one bus or one type of bus.
The communication interface is used for communication between the electronic device and other devices.
The memory may include RAM or may include non-volatile memory (non-volatile memory), such as at least one disk memory. Optionally, the memory may also be at least one memory device located remotely from the aforementioned processor.
The processor may be a general purpose processor and may include, but is not limited to: CPU (Central Processing Unit ), NP (Network Processor, network processor), etc.; but also DSP (Digital Signal Processing, digital signal processor), ASIC (Application Specific Integrated Circuit ), FPGA (Field-Programmable Gate Array, field programmable gate array) or other programmable logic device, discrete gate or transistor logic device, discrete hardware components.
Alternatively, specific examples in this embodiment may refer to examples described in the foregoing embodiments, and this embodiment is not described herein.
It will be understood by those skilled in the art that the structure shown in fig. 6 is only schematic, and the device implementing the above-mentioned wire pole monitoring method may be a monitoring device or a terminal device in communication with a detection device, where the terminal device may be a smart phone (such as an Android mobile phone, an iOS mobile phone, etc.), a tablet computer, a palm computer, a mobile internet device (Mobile Internet Devices, MID), a PAD, etc. Fig. 6 is not limited to the structure of the electronic device. For example, the terminal device may also include more or fewer components (e.g., network interfaces, display devices, etc.) than shown in fig. 6, or have a different configuration than shown in fig. 6.
Those of ordinary skill in the art will appreciate that all or part of the steps in the various methods of the above embodiments may be implemented by a program for instructing a terminal device to execute in association with hardware, the program may be stored in a computer readable storage medium, and the storage medium may include: flash disk, ROM, RAM, magnetic or optical disk, etc.
According to yet another aspect of embodiments of the present application, there is also provided a storage medium. Alternatively, in the present embodiment, the above-described storage medium may be used to execute the program code of the wire rod monitoring method.
Alternatively, in this embodiment, the storage medium may be located on at least one network device of the plurality of network devices in the network shown in the above embodiment.
Alternatively, in the present embodiment, the storage medium is configured to store program code for performing the steps of:
acquiring a monitoring trigger signal, wherein the monitoring trigger signal is used for triggering the monitoring equipment to start to execute the monitoring action of the current round;
acquiring inclination change information and a first vibration signal of the wire rod in the monitoring action of the current round corresponding to the trigger signal;
determining a first damaged result of the wire pole having a tilting event based on the tilt change information;
determining a first tilt cause of the wire rod for a tilt event based on the first vibration signal;
determining an emergency level of maintenance and a scheduling strategy for maintenance personnel and maintenance equipment based on the first damage result and the first tilt cause.
Alternatively, specific examples in the present embodiment may refer to examples described in the above embodiments, which are not described in detail in the present embodiment.
Alternatively, in the present embodiment, the storage medium may include, but is not limited to: various media capable of storing program codes, such as a U disk, ROM, RAM, a mobile hard disk, a magnetic disk or an optical disk.
The foregoing embodiment numbers of the present application are merely for describing, and do not represent advantages or disadvantages of the embodiments.
The integrated units in the above embodiments may be stored in the above-described computer-readable storage medium if implemented in the form of software functional units and sold or used as separate products. Based on such understanding, the technical solution of the present application may be embodied in essence or a part contributing to the prior art or all or part of the technical solution in the form of a software product stored in a storage medium, including several instructions to cause one or more computer devices (which may be personal computers, servers or network devices, etc.) to perform all or part of the steps of the methods described in the various embodiments of the present application.
In the foregoing embodiments of the present application, the descriptions of the embodiments are emphasized, and for a portion of this disclosure that is not described in detail in this embodiment, reference is made to the related descriptions of other embodiments. Another embodiment of the present invention provides a pole monitoring system that may include a monitoring device and a server in communication with the pole monitoring device. The server is further used for counting the first damaged result and the first inclination reason, and outputting a wire rod setting scheme corresponding to the inclination reason based on the counting result of the first inclination reason of the first damaged result.
Another embodiment of the present invention provides a power supply system, including the above-mentioned pole monitoring system.
Although the present disclosure is disclosed above, the scope of the present disclosure is not limited thereto. Various changes and modifications may be made by one skilled in the art without departing from the spirit and scope of the disclosure, and these changes and modifications will fall within the scope of the disclosure.
Claims (7)
1. A pole monitoring method, characterized by being applied to a monitoring device provided on a pole, comprising:
acquiring a monitoring trigger signal, wherein the monitoring trigger signal is used for triggering the monitoring equipment to start to execute the monitoring action of the current round;
acquiring inclination change information and a first vibration signal of the wire rod in the monitoring action of the current round corresponding to the trigger signal;
determining a first damaged result of the wire pole having a tilting event based on the tilt change information;
determining a first tilt cause of the wire rod for a tilt event based on the first vibration signal;
determining an emergency level of maintenance and a scheduling policy for maintenance personnel and maintenance equipment based on the first damage result and the first tilt cause;
The determining, based on the first vibration signal, a first tilt cause of the wire rod to occur a tilt event includes:
extracting a first vibration characteristic of the first vibration signal;
determining a first source type based on the first vibration signature;
determining a first source type for the dip event based on the first source type and the first vibration signature;
the determining a first source type of the dip event based on the first source type and the first vibration signature includes:
extracting a first time domain feature of a first vibration component larger than a preset frequency and a second time domain feature of a second vibration component smaller than the preset frequency in the first vibration signal; determining an order of occurrence of the first vibration component and the second vibration component based on the first time domain feature and the second time domain feature; determining the position of a first seismic source based on the occurrence sequence as a first seismic source type;
if the first vibration component occurs before the second vibration component, determining that the first vibration source is located at a first position, wherein the first position is located at a position of the wire rod which is higher than the ground by a preset distance; if the second vibration component occurs before the first vibration component, determining that the first vibration source is located at a second position, wherein the second position is located at a position of the wire rod lower than the ground by a preset distance; extracting the vibration frequency and the vibration amplitude of a vibration component of which the first vibration characteristic corresponds to the first vibration source type; if the vibration frequency and the vibration amplitude meet the meteorological factor vibration conditions and the first seismic source is located at the first position, determining that the first inclination reason is the meteorological factor inclination reason; if the vibration frequency and the vibration amplitude meet the geological factor vibration conditions and the first seismic source is located at the second position, determining that the first inclination cause is due to the geological factor inclination.
2. The pole monitoring method of claim 1, wherein the determining a first damage result of the pole from a tilting event based on the tilt change information comprises:
acquiring an initial inclination and a final inclination, wherein the initial inclination is the inclination of the wire rod when the current round starts, and the final inclination is the inclination of the wire rod when the wire rod reaches a preset stable condition;
calculating a gradient difference between the final gradient and the initial gradient;
and determining that the wire rod reaches a first damage degree when the gradient difference value is larger than a preset difference value and/or the final gradient is larger than a preset gradient.
3. The pole monitoring method of claim 2, wherein the determining a first damage result of the pole from a tilting event based on the tilt change information further comprises:
acquiring the gradient change trend in the current round;
constructing an evolution process of the inclination event based on the inclination change trend;
determining a second degree of damage to the wire rod based on the evolution process;
a first damage result of the wire rod is determined based on the first damage degree and the second damage degree.
4. The pole monitoring method of claim 1, wherein the determining the urgency of repair and the scheduling policy of repair personnel and repair equipment based on the first damage result and the first tilt cause comprises:
acquiring a trigger type of a monitoring trigger signal;
when the triggering type of the monitoring triggering signal is that of a second vibration signal, acquiring a second vibration characteristic of the second vibration signal;
determining a second damage result and a second tilt cause based on the second vibration signature;
and determining to adjust the degree of urgency and the scheduling policy based on the second impairment result and the second tilt cause.
5. The pole monitoring method of claim 1, further comprising:
acquiring attribute characteristics of the wire rod, wherein the attribute characteristics comprise at least one of geological conditions, climatic conditions and installation attributes of an area where the wire rod is positioned;
and adjusting the emergency degree and the scheduling policy based on the attribute characteristics.
6. An electronic device comprising a computer readable storage medium storing a computer program and a processor, the computer program implementing the pole monitoring method according to any of claims 1 to 5 when read and run by the processor.
7. A pole monitoring system comprising a plurality of pole monitoring devices and a server in communication with the pole monitoring devices, the electronic device of claim 6 being disposed within the pole monitoring devices, the server being configured to count the first damage result and the first tilt cause, and to output a pole setting up scheme corresponding to the first tilt cause based on the first damage result and the statistics of the first tilt cause.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211496407.9A CN115523900B (en) | 2022-11-28 | 2022-11-28 | Line pole monitoring method, electronic equipment and line pole monitoring system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211496407.9A CN115523900B (en) | 2022-11-28 | 2022-11-28 | Line pole monitoring method, electronic equipment and line pole monitoring system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN115523900A CN115523900A (en) | 2022-12-27 |
| CN115523900B true CN115523900B (en) | 2023-06-09 |
Family
ID=84705030
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202211496407.9A Active CN115523900B (en) | 2022-11-28 | 2022-11-28 | Line pole monitoring method, electronic equipment and line pole monitoring system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN115523900B (en) |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115358634A (en) * | 2022-10-13 | 2022-11-18 | 国网浙江宁波市鄞州区供电有限公司 | Real-time monitoring method, server and system based on power line pole state |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20140067318A1 (en) * | 2012-08-30 | 2014-03-06 | Caterpillar Inc. | Inclination determination system |
| CN106056863B (en) * | 2016-08-16 | 2019-03-08 | 上海建为历保科技股份有限公司 | Ancient tower monitoring and warning system based on Internet of Things |
| JP6326155B1 (en) * | 2017-02-02 | 2018-05-16 | 明治コンサルタント株式会社 | Ground tilt confirmation method using ground inclinometer |
| CN114184165A (en) * | 2020-09-15 | 2022-03-15 | 中国电信股份有限公司 | Method, device and system for monitoring gradient of tower |
| CN114018219A (en) * | 2021-11-05 | 2022-02-08 | 国网山东省电力公司青岛供电公司 | Transmission tower vibration monitoring method, device, equipment and storage medium |
| CN115046528A (en) * | 2022-04-29 | 2022-09-13 | 中国电力科学研究院有限公司 | Power transmission line tower monitoring system and method |
-
2022
- 2022-11-28 CN CN202211496407.9A patent/CN115523900B/en active Active
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115358634A (en) * | 2022-10-13 | 2022-11-18 | 国网浙江宁波市鄞州区供电有限公司 | Real-time monitoring method, server and system based on power line pole state |
Also Published As
| Publication number | Publication date |
|---|---|
| CN115523900A (en) | 2022-12-27 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US11181445B2 (en) | Devices, systems and methods, and sensor modules for use in monitoring the structural health of structures | |
| US10345775B2 (en) | Methods and systems for infrastructure performance: monitoring, control, operations, analysis and adaptive learning | |
| US11754463B2 (en) | Remote tower monitoring system | |
| KR102305468B1 (en) | Landslide distributed detection system based on deep learning | |
| JP6761683B2 (en) | Tilt monitoring system and method for columnar structures | |
| CN113366545A (en) | Road monitoring system, road monitoring device, road monitoring method, and non-transitory computer readable medium | |
| CN115358634B (en) | Real-time monitoring method, server and system based on power line pole state | |
| CN106965833A (en) | A kind of method of automatic monitoring damper rail performance | |
| CN104264589B (en) | A kind of Hanging Basket status real time monitor method | |
| CN113532522A (en) | Transmission line iron tower state monitoring method and device based on Internet of things | |
| CN115523900B (en) | Line pole monitoring method, electronic equipment and line pole monitoring system | |
| CN112627200B (en) | System and method for monitoring working state of passive protective net in real time | |
| CN103438986A (en) | Vibration and skewing analysis method | |
| CN202025092U (en) | Earthquake monitoring and early warning device | |
| CN111596157B (en) | Power system fault condition prediction method, device and system and storage medium | |
| CN114065515B (en) | Pole and tower disaster situation sensing and early warning system based on wireless communication | |
| US20220065686A1 (en) | Device and method for monitoring status of cable barriers | |
| CN111308217A (en) | Method and device for intelligently monitoring grounding resistance, storage medium and computer equipment | |
| CN114613540B (en) | Cable anti-external-damage monitoring method, system, device and storage medium | |
| JPWO2020018753A5 (en) | ||
| JP6866717B2 (en) | Structure analysis device, structure analysis system and structure analysis method | |
| JP2021036217A (en) | Analyzer, analysis system, and method for analysis | |
| CN207229304U (en) | Vortex-induced vibration applied to the tower hoisting of wind power generating set monitors system | |
| CN117807880A (en) | System and method for evaluating and predicting deformation of tower | |
| Aly et al. | Proposed Practical Overheight Detection and Alert System |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Ding Yang Inventor after: Wang Chao Inventor after: Huang Jianping Inventor after: Chen Hao Inventor after: Li Zhongxiu Inventor after: Pan Jiefeng Inventor after: Yang Yueping Inventor after: Qiu Jianbin Inventor after: Xu Xianquan Inventor after: Yu Leyu Inventor after: Zhang Huifang Inventor after: Cai Weiwei Inventor after: Shi Mingjun Inventor after: Zhang Kebo Inventor after: Lin Wenyu Inventor before: Ding Yang Inventor before: Wang Chao Inventor before: Huang Jianping Inventor before: Chen Hao Inventor before: Li Zhongxi Inventor before: Pan Jiefeng Inventor before: Yang Yueping Inventor before: Qiu Jianbin Inventor before: Xu Xianquan Inventor before: Yu Leyu Inventor before: Zhang Huifang Inventor before: Cai Weiwei Inventor before: Shi Mingjun Inventor before: Zhang Kebo Inventor before: Lin Wenyu |