CN117128931A - Communication tower monitoring method and device, electronic equipment and storage medium - Google Patents
Communication tower monitoring method and device, electronic equipment and storage medium Download PDFInfo
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- 238000004891 communication Methods 0.000 title claims abstract description 84
- 238000012544 monitoring process Methods 0.000 title claims abstract description 45
- 238000000034 method Methods 0.000 title claims abstract description 31
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 410
- 229910052742 iron Inorganic materials 0.000 claims abstract description 205
- 238000004062 sedimentation Methods 0.000 claims description 117
- 238000004364 calculation method Methods 0.000 claims description 19
- 238000012806 monitoring device Methods 0.000 claims description 8
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- RKTYLMNFRDHKIL-UHFFFAOYSA-N copper;5,10,15,20-tetraphenylporphyrin-22,24-diide Chemical compound [Cu+2].C1=CC(C(=C2C=CC([N-]2)=C(C=2C=CC=CC=2)C=2C=CC(N=2)=C(C=2C=CC=CC=2)C2=CC=C3[N-]2)C=2C=CC=CC=2)=NC1=C3C1=CC=CC=C1 RKTYLMNFRDHKIL-UHFFFAOYSA-N 0.000 description 2
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- 239000002689 soil Substances 0.000 description 1
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- 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
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C5/00—Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels
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Abstract
The present application relates to the field of monitoring technologies, and in particular, to a method and an apparatus for monitoring a communication tower, an electronic device, and a medium. The method comprises the following steps: acquiring an iron tower mark of an iron tower to be monitored, and determining parameter information of the iron tower to be monitored based on the iron tower mark; the parameter information includes height information and coordinate information; if the height information is smaller than the preset height information, determining a first gradient; determining a second inclination based on the coordinate information; and determining early warning information and feeding back and displaying the early warning information based on the first inclination and the second inclination. The application can intelligently monitor the real-time state of the iron tower, and improves the accuracy of iron tower monitoring while guaranteeing the timeliness of iron tower monitoring.
Description
Technical Field
The present application relates to the field of monitoring technologies, and in particular, to a method and an apparatus for monitoring a communication tower, an electronic device, and a storage medium.
Background
The rapid development of communication technology has become an important driving force in modern society to promote economic growth and social progress. In order to support effective operation of a communication network, the communication tower is widely used for bearing wireless communication equipment, such as a mobile base station, a micro base station, wireless network equipment and the like, and the safe operation and stability of the communication tower are important for guaranteeing the normal operation of the communication network. Thus, pylon monitoring is becoming particularly important.
The traditional iron tower monitoring method is mainly based on a manual monitoring mode, technicians need to periodically detect the quality of the communication iron tower, and the technicians need to climb the tower to finish detection of each layer of the iron tower during detection.
However, the traditional iron tower monitoring method has large subjectivity due to the adoption of a manual mode, so that the accuracy of a detection result cannot be measured, the iron tower state cannot be monitored in real time, the sudden problem cannot be solved, and only post remediation can be realized.
Disclosure of Invention
In order to improve the accuracy of iron tower monitoring while guaranteeing the timeliness of iron tower monitoring, the application provides a communication iron tower monitoring method, a communication iron tower monitoring device, electronic equipment and a communication iron tower monitoring medium.
In a first aspect, the application provides a method for monitoring a communication tower, which adopts the following technical scheme:
a method for monitoring a communication tower, comprising:
acquiring an iron tower mark of an iron tower to be monitored, and determining parameter information of the iron tower to be monitored based on the iron tower mark;
the parameter information comprises height information and coordinate information;
if the height information is smaller than the preset height information, determining a first inclination;
determining a second inclination based on the coordinate information;
And determining early warning information and feeding back and displaying the early warning information based on the first inclination and the second inclination.
By adopting the technical scheme, the iron tower mark of the communication iron tower to be monitored is obtained, then, based on the iron tower mark, the parameter information of the iron tower to be monitored is determined, the parameter information comprises the height information of the iron tower to be monitored and the coordinate information of the iron tower to be monitored, if the height information of the iron tower to be monitored is smaller than the preset height information, the preset height information is the height information of the iron tower to be monitored in a normal state, the iron tower to be monitored is indicated to possibly have subsidence, the height of the iron tower to be monitored is lowered, and then, the first inclination of the iron tower to be monitored is determined, namely, the iron tower is unbalanced due to foundation subsidence, and the inclination is generated; then, based on the coordinate information, if the coordinate information generates deviation, the iron tower to be monitored is shown to generate irregular deformation due to self aging or external force factors, a second inclination is determined, namely the inclination caused by deformation, and finally, based on the obtained first inclination and second inclination, early warning information is determined and feedback display is performed; thereby improve the accuracy of iron tower monitoring when guaranteeing the timeliness of iron tower monitoring.
In a possible implementation manner, the determining, based on the iron tower identifier, the parameter information of the iron tower to be monitored includes:
determining height information and tower segment quantity information based on the iron tower mark;
numbering the towers according to the number information of the tower segments to determine a plurality of tower segment numbers;
and determining a plurality of sets of coordinate information corresponding to the bottoms of the tower sections based on the tower section numbers.
By adopting the technical scheme, the current height information and the number information of the tower segments of the iron tower to be monitored are determined based on the iron tower mark of the iron tower to be monitored, and then the iron tower to be monitored is sequentially numbered according to the number information of the tower segments, so that a plurality of iron tower segment numbers are determined; then, based on the tower segment numbers, multiple sets of coordinate information of the bottoms of the tower segments are determined; therefore, basic parameter information of the iron tower is obtained by identifying and detecting the iron tower.
In one possible implementation manner, the determining the first inclination if the height information is smaller than the preset height information includes:
if the height information is smaller than the preset height information, carrying out difference value calculation on the height information and the preset height information, and determining a sedimentation value;
If a plurality of sedimentation values exist, determining a maximum sedimentation value and a minimum sedimentation value;
determining a sedimentation value difference based on the maximum sedimentation value and the minimum sedimentation value;
based on the sedimentation value difference, a first inclination is determined.
After the basic parameter information of the iron tower is determined by adopting the technical scheme, if the height information is smaller than the preset height information, the current height information of the iron tower to be monitored is indicated to reduce the height of the iron tower to be monitored due to sedimentation, then the current height information and the preset height information are subjected to difference calculation, the sedimentation value of the iron tower to be monitored, namely, the height difference value of the iron tower due to sedimentation is determined, if a plurality of sedimentation values exist, the current iron tower is not uniformly and integrally downwards sedimentated, and a plurality of supporting points are stressed differently, so that the maximum sedimentation value and the minimum sedimentation value are determined, and then the difference value between the maximum sedimentation value and the minimum sedimentation value is calculated to determine the sedimentation value difference value; then, determining a first inclination of the iron tower to be monitored based on the sedimentation value difference value; therefore, the inclination of the iron tower caused by sedimentation is calculated based on the specific sedimentation value of the iron tower to be monitored.
In one possible implementation, determining the first inclination based on the sedimentation value difference comprises:
Acquiring first position information and second position information;
the first position information is the position information of the maximum sedimentation point corresponding to the maximum sedimentation value, and the second position information is the position information of the minimum sedimentation point corresponding to the minimum sedimentation value;
determining horizontal distance information based on the first position information and the second position information;
and calculating an arctangent function of the sedimentation value difference value and the horizontal distance information, and determining a first gradient.
By adopting the technical scheme, after the maximum sedimentation value and the minimum sedimentation value are obtained, the position information of the maximum sedimentation point corresponding to the maximum sedimentation value, namely the first position information, is obtained; acquiring position information of a minimum sedimentation point corresponding to a minimum sedimentation value, namely second position information, determining horizontal distance information between a maximum sedimentation point and the minimum sedimentation point based on the first position information and the second position information, and finally performing arctangent function calculation on a sedimentation value difference value and the horizontal distance information to determine a first gradient; and determining the specific value of the inclination through the horizontal distance information of the sedimentation value of the communication tower and the specific sedimentation position.
In a possible implementation manner, the determining the second inclination based on the coordinate information includes:
acquiring a plurality of groups of initial coordinate information corresponding to the bottom of each tower segment;
the initial coordinate information is the coordinate information of the bottom of the tower section corresponding to the iron tower in a normal state, and the initial coordinate information corresponds to the coordinate information one by one;
comparing the multiple sets of coordinate information with the corresponding multiple sets of initial coordinate information in sequence;
if any coordinate information is different from the corresponding initial coordinate information, determining a second gradient.
By adopting the technical scheme, a plurality of sets of initial coordinate information corresponding to the bottom of the tower section of each communication tower are acquired, the initial coordinate information is the coordinate information of the bottom of the corresponding tower section of the communication tower in a normal state, the acquired initial coordinate information corresponds to the coordinate information one by one, then the plurality of sets of coordinate information are respectively compared with the corresponding plurality of sets of initial coordinate information, if any coordinate information is detected to be different from the corresponding initial coordinate information, the fact that the current communication tower is deviated based on the external factors is indicated, and the second gradient is determined based on the coordinate information and the initial coordinate information; and judging whether the iron tower is secondarily inclined except for the sedimentation reason based on the coordinate information of the bottom of each tower section of the communication iron tower.
In one possible implementation manner, the determining the second inclination if any coordinate information is different from the corresponding initial coordinate information includes:
if any coordinate information is different from the corresponding initial coordinate information, determining initial angle information based on the corresponding initial coordinate information;
determining target angle information based on the arbitrary coordinate information;
and calculating the difference value between the target angle information and the initial angle information, and determining the second gradient.
By adopting the technical scheme, if any coordinate information is different from the corresponding initial coordinate information, indicating that the current iron tower is subjected to coordinate deviation, determining initial angle information based on the initial coordinate information corresponding to any coordinate information, then determining target angle information, namely angle information of the iron tower after inclination, and finally performing difference value calculation on the target angle information and the initial angle information to determine second inclination information; thus, the specific value of the inclination is calculated accurately through the deviation of the coordinate information.
In a possible implementation manner, the determining early warning information and feeding back display based on the first inclination and the second inclination includes:
Calculating the difference value between the first gradient and the second gradient to determine a gradient difference value;
if the gradient difference value does not exceed the preset gradient difference value, determining first early warning information and feeding back and displaying the first early warning information;
and if the gradient difference value exceeds the preset gradient difference value, determining second early warning information and feeding back and displaying the second early warning information.
By adopting the technical scheme, as the settlement can also cause deviation of the coordinate information of the communication iron tower, the first inclination and the second inclination are subjected to difference calculation, an inclination difference value is determined, if the inclination difference value does not exceed the preset inclination difference value, the deviation of the coordinate information caused by the settlement is indicated, namely, the first inclination and the second inclination tend to be the same, so that first early warning information is determined and feedback display is performed, if the inclination difference value exceeds the preset inclination difference value, the current communication iron tower is indicated that foundation settlement occurs, and a certain tower section of the iron tower is inclined possibly due to external factors, so that second early warning information is determined and feedback display is performed; therefore, when the foundation settlement is monitored, whether the iron tower is inclined or not is monitored, and the monitoring comprehensiveness is improved.
In a second aspect, the application provides a communication tower monitoring device, which adopts the following technical scheme:
The communication iron tower monitoring device comprises a parameter information determining module, a first inclination determining module, a second inclination determining module and an early warning feedback module,
the parameter information determining module is used for acquiring an iron tower mark of the iron tower to be monitored and determining parameter information of the iron tower to be monitored based on the iron tower mark;
the parameter information comprises height information and coordinate information;
the first inclination determining module is used for determining a first inclination if the height information is smaller than the preset height information;
a second inclination determining module for determining a second inclination based on the coordinate information;
and the early warning feedback module is used for determining early warning information and feeding back and displaying the early warning information based on the first inclination and the second inclination.
By adopting the technical scheme, the parameter information determining module obtains the iron tower mark of the communication iron tower to be monitored, then determines the parameter information of the iron tower to be monitored based on the iron tower mark, wherein the parameter information comprises the height information of the iron tower to be monitored and the coordinate information of the iron tower to be monitored, and the first inclination determining module determines the first inclination of the iron tower to be monitored, namely the inclination generated due to unbalanced iron tower caused by foundation settlement if the height information of the iron tower to be monitored is smaller than the preset height information, which is the height information of the iron tower to be monitored in a normal state, so that the iron tower to be monitored is likely to be settled, and the height of the iron tower to be monitored is lowered; the second inclination determining module determines the second inclination, namely the inclination caused by deformation, based on the coordinate information if the coordinate information generates deviation, which indicates that the iron tower to be monitored generates irregular deformation due to self aging or external force factors, and finally the early warning feedback module determines early warning information and feeds back and displays the early warning information based on the obtained first inclination and the second inclination; thereby improve the accuracy of iron tower monitoring when guaranteeing the timeliness of iron tower monitoring.
In one possible implementation manner, the parameter information determining module includes: the iron tower number determining unit, the iron tower section number determining unit and the coordinate information determining unit, wherein,
the iron tower number determining unit is used for determining height information and tower segment number information based on the iron tower mark;
the iron tower segment number determining unit is used for numbering the iron towers according to the number information of the iron tower segments to determine a plurality of iron tower segment numbers;
and the coordinate information determining unit is used for determining a plurality of groups of coordinate information corresponding to the bottoms of the tower sections based on the tower section numbers.
In one possible implementation, the first inclination determining module includes: a sedimentation value determining unit, a limit sedimentation value determining unit, a sedimentation value difference determining unit and a first inclination determining unit, wherein,
a sedimentation value determining unit, configured to perform difference calculation on the height information and the preset height information if the height information is smaller than the preset height information, and determine a sedimentation value;
a limit sedimentation value determining unit for determining a maximum sedimentation value and a minimum sedimentation value if a plurality of sedimentation values exist;
a sedimentation value difference value determining unit configured to determine a sedimentation value difference value based on the maximum sedimentation value and the minimum sedimentation value;
And a first inclination determining unit for determining a first inclination based on the sedimentation value difference.
In one possible implementation manner, the communication tower monitoring device further includes: an acquisition module, a horizontal distance information determination module and a calculation module, wherein,
the acquisition module is used for acquiring the first position information and the second position information;
the first position information is the position information of the maximum sedimentation point corresponding to the maximum sedimentation value, and the second position information is the position information of the minimum sedimentation point corresponding to the minimum sedimentation value;
a horizontal distance information determining module configured to determine horizontal distance information based on the first position information and the second position information;
and the calculation module is used for carrying out arctangent function calculation on the sedimentation value difference value and the horizontal distance information, and determining a first inclination.
In one possible implementation, the second inclination determining module includes: an initial coordinate acquisition unit, a comparison unit, and a second inclination determination unit, wherein,
the initial coordinate acquisition unit is used for acquiring a plurality of groups of initial coordinate information corresponding to the bottom of each tower segment;
the initial coordinate information is the coordinate information of the bottom of the tower section corresponding to the iron tower in a normal state, and the initial coordinate information corresponds to the coordinate information one by one;
The comparison unit is used for comparing the multiple sets of coordinate information with the corresponding multiple sets of initial coordinates in sequence respectively;
and the second inclination determining unit is used for determining the second inclination if any coordinate information is different from the corresponding initial coordinate information.
In a possible implementation manner, the second inclination determining unit is specifically configured to:
if any coordinate information is different from the corresponding initial coordinate information, determining initial angle information based on the corresponding initial coordinate information;
determining target angle information based on the arbitrary coordinate information and the corresponding initial coordinate information;
and calculating the difference value between the target angle information and the initial angle information, and determining the second gradient.
In one possible implementation manner, the early warning feedback module includes: the gradient difference value determining unit, the first early warning unit and the second early warning unit, wherein,
the gradient difference value determining unit is used for performing difference value calculation on the first gradient and the second gradient to determine gradient difference values;
the first early warning unit is used for determining first early warning information and feeding back and displaying if the gradient difference value does not exceed a preset gradient difference value;
And the second early warning unit is used for determining second early warning information and feeding back and displaying if the gradient difference value exceeds a preset gradient difference value.
In a third aspect, the present application provides an electronic device, which adopts the following technical scheme:
an electronic device, the electronic device comprising:
at least one processor;
a memory;
at least one application program, wherein the at least one application program is stored in the memory and configured to be executed by the at least one processor, the at least one application program configured to: the communication tower monitoring method is executed.
In a fourth aspect, the present application provides a computer readable storage medium, which adopts the following technical scheme:
a computer-readable storage medium, comprising: a computer program is stored which can be loaded by a processor and which performs a method for monitoring a pylon as described above.
In summary, the application has the following beneficial technical effects:
by adopting the technical scheme, the iron tower mark of the communication iron tower to be monitored is obtained, then, based on the iron tower mark, the parameter information of the iron tower to be monitored is determined, the parameter information comprises the height information of the iron tower to be monitored and the coordinate information of the iron tower to be monitored, if the height information of the iron tower to be monitored is smaller than the preset height information, the preset height information is the height information of the iron tower to be monitored in a normal state, the iron tower to be monitored is indicated to possibly have subsidence, the height of the iron tower to be monitored is lowered, and then, the first inclination of the iron tower to be monitored is determined, namely, the iron tower is unbalanced due to foundation subsidence, and the inclination is generated; then, based on the coordinate information, if the coordinate information generates deviation, the iron tower to be monitored is shown to generate irregular deformation due to self aging or external force factors, a second inclination is determined, namely the inclination caused by deformation, and finally, based on the obtained first inclination and second inclination, early warning information is determined and feedback display is performed; thereby improve the accuracy of iron tower monitoring when guaranteeing the timeliness of iron tower monitoring.
Drawings
FIG. 1 is a schematic flow chart of a method for monitoring a communication tower according to an embodiment of the application;
FIG. 2 is a schematic flow chart of a monitoring device for a communication tower according to an embodiment of the present application;
fig. 3 is a schematic diagram of an electronic device according to an embodiment of the application.
Detailed Description
The application is described in further detail below with reference to fig. 1-3.
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present application more apparent, the technical solutions of the embodiments of the present application will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present application, and it is apparent that the described embodiments are some embodiments of the present application, but not all embodiments of the present application. All other embodiments, which can be made by those skilled in the art based on the embodiments of the application without making any inventive effort, are intended to be within the scope of the application.
The embodiment of the application provides a communication tower monitoring method which is executed by electronic equipment, wherein the electronic equipment can be a server or terminal equipment, and the server can be an independent physical server, a server cluster or distributed equipment formed by a plurality of physical servers or a cloud server for providing cloud computing service. The terminal device may be a smart phone, a tablet computer, a notebook computer, a desktop computer, etc., but is not limited thereto, and the terminal device and the server may be directly or indirectly connected through a wired or wireless communication manner, which is not limited herein.
Referring to fig. 1, the method includes: step S101, step S102, step S103, and step S104, wherein:
s101, acquiring an iron tower mark of an iron tower to be monitored, and determining parameter information of the iron tower to be monitored based on the iron tower mark;
for the embodiment of the application, the parameter information includes altitude information and coordinate information.
Specifically, because the original parameter information corresponding to each communication tower is possibly different, the original parameter information represents the parameter information of the communication tower in a normal state and comprises preset height information and preset coordinate information, so that the electronic equipment acquires the tower mark corresponding to the current communication tower, takes the original parameter information corresponding to the tower mark as the basis for subsequent judgment, and determines the current parameter information of the communication tower, namely the height information of the current communication tower and the coordinate information of each group of tower sections of the tower based on the tower mark of the current communication tower.
S102, if the height information is smaller than the preset height information, determining a first inclination.
In an embodiment of the present application, the first inclination represents an inclination of a foundation portion of the communication tower due to sedimentation.
Specifically, after the electronic equipment determines the current height information of the communication iron tower, comparing the current height information with preset height information, if the current height information is smaller than the preset height information, the electronic equipment indicates that the foundation part of the communication iron tower may be iron tower inclination caused by irregular settlement due to external factors or iron tower inclination caused by damage or aging of the tower body part of the iron tower, so that the electronic equipment determines the first inclination caused by irregular settlement based on the current height information and the preset height information; and the accurate value of the first inclination of the iron tower is determined by taking the height information as a condition that the iron tower is subjected to sedimentation or inclination.
S103, determining a second gradient based on the coordinate information.
And S104, determining early warning information and feeding back and displaying the early warning information based on the first inclination and the second inclination.
In the embodiment of the application, the second inclination represents the inclination of the tower body part of the communication tower caused by external force or self aging.
Specifically, because even irregular settlement of the iron tower foundation part can cause inclination of the tower body part, if the iron tower foundation part is in an irregular settlement state at the moment, coordinate information of a tower section corresponding to the tower body part can be changed, so that the electronic equipment determines current angle information and initial angle information based on the coordinate information and the initial coordinate information, and finally the electronic equipment determines second inclination based on the current angle information and the initial angle information; after the electronic equipment determines the first inclination and the second inclination, determining early warning information and feeding back and displaying the early warning information based on the first inclination and the second inclination; thereby further determining the accuracy of the first inclination while monitoring the inclination of the tower section.
The embodiment of the application provides a communication iron tower monitoring method, which comprises the steps that electronic equipment acquires an iron tower mark corresponding to a current communication iron tower, and determines current parameter information of the communication iron tower, namely height information of the current communication iron tower and coordinate information of the bottom of each tower section in the iron tower based on the iron tower mark of the current communication iron tower by taking original parameter information corresponding to the iron tower mark as a basis for subsequent judgment; after the electronic equipment determines the current height information of the communication iron tower, comparing the current height information with preset height information, if the current height information is smaller than the preset height information, indicating that the foundation part of the communication iron tower may be iron tower inclination caused by irregular settlement due to external factors or iron tower inclination caused by damage or aging of the tower body part of the iron tower, so that the electronic equipment determines the first inclination caused by irregular settlement based on the current height information and the preset height information; the electronic equipment determines current angle information and initial angle information based on the coordinate information and initial coordinate information, and finally determines second inclination based on the current angle information and the initial angle information; finally, based on the first inclination and the second inclination, early warning information is determined and displayed in a feedback mode; thereby improve the accuracy of iron tower monitoring when guaranteeing the timeliness of iron tower monitoring.
In step S101, based on the iron tower mark, parameter information of the iron tower to be monitored is determined, which specifically includes: determining height information and tower segment quantity information based on the iron tower mark; numbering the towers according to the number information of the tower sections, and determining a plurality of tower section numbers; and determining a plurality of sets of coordinate information corresponding to the bottoms of the tower sections based on the tower section numbers.
Specifically, based on the iron tower mark of the current communication iron tower, determining height information and tower segment number information, numbering the iron tower from bottom to top based on the tower segment number information, and determining a plurality of iron tower segment numbers, for example, if the tower segment number information of the communication iron tower is 10, the iron tower segment number at the bottom of the iron tower is 1, and the iron tower segment number at the top of the iron tower is 10; and finally, the electronic equipment determines a plurality of groups of coordinate information corresponding to the bottoms of the tower sections based on the tower section numbers, so that whether the current tower is inclined or not is judged by monitoring the whole height of the current communication tower and the coordinate information of each point.
It should be noted that, because the tower type iron tower is divided into a triangular tower, a tetragonal tower, a pentagonal tower, a hexagonal tower and an octagonal tower according to the different section variables, the communication towers are most commonly used as the triangular tower and the tetragonal tower, so that each group of coordinate information also comprises a plurality of coordinate information; in addition, for the convenience of calculation, any angle of the foundation bottom of the iron tower can be selected as the origin of coordinates, the application is not particularly limited, and each piece of coordinate information is three-dimensional coordinate information.
In step S102, if the height information is smaller than the preset height information, determining the first inclination specifically includes: if the height information is smaller than the preset height information, carrying out difference value calculation on the height information and the preset height information, and determining a sedimentation value; if a plurality of sedimentation values exist, determining a maximum sedimentation value and a minimum sedimentation value; determining a sedimentation value difference based on the maximum sedimentation value and the minimum sedimentation value; based on the sedimentation value difference, a first inclination is determined.
Specifically, if the height information of the current communication iron tower is monitored to be smaller than the corresponding preset height information, the current communication iron tower is indicated to be settled or inclined, firstly, the electronic equipment carries out difference calculation on the height information and the corresponding preset height information to determine a settlement value, then the settlement value of each angle of the foundation is detected, if only one settlement value exists, the current communication iron tower is indicated to be possibly inclined due to the shrinkage and expansion of soil in uniform settlement, the first inclination is 0 because of no inclination of the communication iron tower at the moment, if a plurality of settlement values exist, the current communication iron tower is indicated to be irregularly settled, the settlement values of each angle of the foundation bottom are different, therefore, the electronic equipment screens a plurality of settlement values, the settlement values are arranged according to the sequence of high and low, the maximum settlement value and the minimum settlement value are screened out, then the difference value of the maximum settlement value and the minimum settlement value is calculated, the difference value of the settlement values is determined, namely the difference of the maximum height in the vertical direction is finally, the electronic equipment determines the first inclination of the current communication iron tower based on the difference value; therefore, the inclination of the iron tower is determined by monitoring the concrete settlement condition of the communication iron tower.
Further, determining the first inclination based on the sedimentation value difference value specifically includes: acquiring first position information and second position information; determining horizontal distance information based on the first position information and the second position information; and calculating an arctangent function of the sedimentation value difference value and the horizontal distance information, and determining the first inclination.
In the embodiment of the application, the first position information is the position information of the maximum sedimentation point corresponding to the maximum sedimentation value, and the second position information is the position information of the minimum sedimentation point corresponding to the minimum sedimentation value.
Specifically, after the electronic equipment monitors that uneven settlement occurs in the current communication iron tower, obtaining a maximum settlement value and a minimum settlement value, obtaining first position information of a maximum settlement point of an iron tower foundation part corresponding to the maximum settlement value and second position information of a minimum settlement point of the iron tower foundation part corresponding to the minimum settlement value, obtaining coordinate information respectively corresponding to the first position information and the second position information, determining horizontal distance information of mapping the maximum settlement point and the minimum settlement point to the same horizontal plane based on the two coordinate information, performing arctan function calculation on a settlement value difference value and the horizontal distance information, and determining a first gradient; and determining the specific value of the inclination through the horizontal distance information of the sedimentation value of the communication tower and the specific sedimentation position.
For example, taking the maximum sedimentation point of the iron tower foundation portion corresponding to the maximum sedimentation value as the origin of coordinates a, namely (0, 0), if the coordinates of the minimum sedimentation point of the iron tower foundation portion corresponding to the minimum sedimentation value are B (18,0,3), the sedimentation value difference is 3, the horizontal distance information between the maximum sedimentation point and the minimum sedimentation point is 18, and the first inclination is arctan3/18 is 9.5 degrees.
In step S103, determining the second inclination based on the coordinate information specifically includes: acquiring a plurality of groups of initial coordinate information corresponding to the bottom of each tower segment; comparing the multiple sets of coordinate information with the corresponding multiple sets of initial coordinates in sequence; if any coordinate information is different from the corresponding initial coordinate information, determining a second gradient.
In the embodiment of the application, the initial coordinate information is the coordinate information of the bottom of the tower section corresponding to the iron tower in a normal state, and the initial coordinate information corresponds to the coordinate information one by one.
Specifically, the electronic equipment acquires multiple sets of initial coordinate information corresponding to the bottom of the tower section of the tower body part in the communication tower, and because if the tower body part of the communication tower is inclined, the coordinate information of the tower body part of the tower above the inclined point is changed, and the coordinate information of the tower body part of the tower below the inclined point is not changed, the multiple sets of coordinate information are sequentially compared with the corresponding initial coordinate information according to the tower section number, and if any coordinate information is detected to be different from the corresponding initial coordinate information, the electronic equipment indicates that the coordinate information of the current communication tower is changed due to sedimentation or external factors, and therefore determines a second gradient based on any coordinate information and the corresponding initial coordinate information; therefore, based on the coordinate information of the bottom of each tower section of the communication tower, whether the tower is secondarily inclined except for the sedimentation reasons is judged.
Further, if any coordinate information is different from the corresponding initial coordinate information, determining the second inclination specifically includes: if any coordinate information is different from the corresponding initial coordinate information, determining initial angle information based on the corresponding initial coordinate information; determining target angle information based on any one of the coordinate information; and calculating the difference value between the target angle information and the initial angle information, and determining the second gradient.
Specifically, if any coordinate information is different from the corresponding initial coordinate information, determining the iron tower segment number corresponding to any coordinate information, then acquiring current coordinate information and initial coordinate information corresponding to the iron tower segment number higher than the iron tower segment number by one layer, determining initial angle information based on the initial coordinate information of the current iron tower segment number and the initial coordinate information of the iron tower segment number higher by one layer, and then determining target angle information by the electronic equipment based on the coordinate information of the current iron tower segment number and the coordinate information of the iron tower segment number higher by one layer.
For example, when the electronic device detects that a certain coordinate information corresponding to the iron tower segment number with the number of 2 is changed, coordinate information corresponding to the iron tower segment number with the number of 3 and initial coordinate information are obtained, and coordinates corresponding to the iron tower segment number with the number of 2 and the iron tower segment number with the number of 3 are used as conditions for judging the inclination degree of the iron tower.
Further, the electronic equipment calculates the difference value between the target angle information and the initial angle information, and determines the second inclination, namely the inclination degree of the tower body of the communication tower caused by the influence of external force.
The result of the second inclination is the absolute value of the difference between the target angle information and the initial angle information.
In step S104, based on the first inclination and the second inclination, early warning information is determined and displayed in feedback, which specifically includes: calculating a difference value between the first gradient and the second gradient to determine a gradient difference value; if the gradient difference value does not exceed the preset gradient difference value, determining first early warning information and feeding back and displaying the first early warning information; if the gradient difference exceeds the preset gradient difference, determining second early warning information and feeding back and displaying the second early warning information.
Specifically, the differential settlement of the foundation of the iron tower also causes the change of the coordinate information of the tower body part of the iron tower, so that the electronic equipment calculates the difference value between the first inclination and the second inclination, determines the inclination difference value, and if the inclination difference value does not exceed the preset inclination difference value, the reason for the inclination of the current iron tower is indicated to be due to the differential settlement of the foundation, so that the electronic equipment sends out first early warning information, namely, the current foundation situation of the iron tower is abnormal, and the electronic equipment is required to overhaul in time and feeds back for display.
If the gradient difference exceeds the preset gradient difference, the fact that the current communication iron tower is affected by external factors or aged by the communication iron tower is likely to be inclined for the second time is indicated, and therefore the electronic equipment sends second early warning information that the conditions of the current iron tower foundation and the tower body are abnormal, and timely overhaul is requested and feedback display is carried out.
Further, if the first inclination is 0 and the second inclination is not 0, the first inclination and the second inclination are not calculated, the second inclination is compared with the preset inclination, if the second inclination does not exceed the preset inclination, the inclination of the current communication tower does not influence the normal communication quality of the tower, therefore, the electronic equipment does not respond at all, if the second inclination exceeds the preset inclination, the inclination of the tower caused by aging or external force effect can influence the communication quality of the tower, and therefore, the electronic equipment sends third early warning information, namely 'the current tower body condition of the tower is abnormal, overhaul in time' and feedback display.
The mode of feeding back the early warning information can be text display or voice reminding, and the application is not particularly limited.
The foregoing embodiments describe a method for monitoring a communication tower from the perspective of a method flow, and the following embodiments describe a device for monitoring a communication tower from the perspective of a virtual module or a virtual unit, which are described in detail in the following embodiments.
A communication tower monitoring device 20 may specifically include: a parameter information determining module 201, a first inclination determining module 202, a second inclination determining module 203, and an early warning feedback module 204, wherein,
the parameter information determining module 201 is configured to obtain an iron tower identifier of an iron tower to be monitored, and determine parameter information of the iron tower to be monitored based on the iron tower identifier;
the parameter information includes height information and coordinate information;
a first inclination determining module 202, configured to determine a first inclination if the height information is smaller than the preset height information;
a second inclination determining module 203 for determining a second inclination based on the coordinate information;
and the early warning feedback module 204 is used for determining early warning information and feeding back and displaying the early warning information based on the first inclination and the second inclination.
In one possible implementation manner of the embodiment of the present application, the parameter information determining module 201 includes a number of towers determining unit, and a coordinate information determining unit, where,
the iron tower number determining unit is used for determining height information and tower segment number information based on the iron tower mark;
the iron tower segment number determining unit is used for numbering the iron towers according to the number information of the iron tower segments to determine a plurality of iron tower segment numbers;
And the coordinate information determining unit is used for determining a plurality of groups of coordinate information corresponding to the bottoms of the tower sections based on the tower section numbers.
In one possible implementation manner of the embodiment of the present application, the first inclination determining module 202 includes: a sedimentation value determining unit, a limit sedimentation value determining unit, a sedimentation value difference determining unit and a first inclination determining unit, wherein,
the sedimentation value determining unit is used for calculating the difference value between the height information and the preset height information if the height information is smaller than the preset height information, and determining the sedimentation value;
a limit sedimentation value determining unit for determining a maximum sedimentation value and a minimum sedimentation value if a plurality of sedimentation values exist;
a sedimentation value difference value determining unit for determining a sedimentation value difference value based on the maximum sedimentation value and the minimum sedimentation value;
and a first inclination determining unit for determining a first inclination based on the sedimentation value difference.
One possible implementation manner of the embodiment of the present application, a communication tower monitoring device 20, includes: an acquisition module, a horizontal distance information determination module and a calculation module, wherein,
the acquisition module is used for acquiring the first position information and the second position information;
the first position information is the position information of the maximum sedimentation point corresponding to the maximum sedimentation value, and the second position information is the position information of the minimum sedimentation point corresponding to the minimum sedimentation value;
The horizontal distance information determining module is used for determining horizontal distance information based on the first position information and the second position information;
and the calculation module is used for carrying out arctangent function calculation on the sedimentation value difference value and the horizontal distance information, and determining the first inclination.
A possible implementation manner of the embodiment of the present application, the second inclination determining module 203 includes: an initial coordinate acquisition unit, a comparison unit, and a second inclination determination unit, wherein,
the initial coordinate acquisition unit is used for acquiring a plurality of groups of initial coordinate information corresponding to the bottom of each tower segment;
the initial coordinate information is the coordinate information of the bottom of the tower section corresponding to the iron tower in a normal state, and the initial coordinate information corresponds to the coordinate information one by one;
the comparison unit is used for comparing the multiple sets of coordinate information with the corresponding multiple sets of initial coordinates in sequence respectively;
and the second inclination determining unit is used for determining the second inclination if any coordinate information is different from the corresponding initial coordinate information.
In one possible implementation manner of the embodiment of the present application, the second inclination determining unit is specifically configured to:
if any coordinate information is different from the corresponding initial coordinate information, determining initial angle information based on the corresponding initial coordinate information;
Determining target angle information based on any one of the coordinate information and the corresponding initial coordinate information;
and calculating the difference value between the target angle information and the initial angle information, and determining the second gradient.
One possible implementation manner of the embodiment of the present application, the early warning feedback module 204 includes: the gradient difference value determining unit, the first early warning unit and the second early warning unit, wherein,
the gradient difference value determining unit is used for performing difference value calculation on the first gradient and the second gradient to determine gradient difference values;
the first early warning unit is used for determining first early warning information and feeding back and displaying if the gradient difference value does not exceed the preset gradient difference value;
and the second early warning unit is used for determining second early warning information and feeding back and displaying if the gradient difference exceeds the preset gradient difference.
It will be clear to those skilled in the art that, for convenience and brevity of description, specific working procedures of the above-described systems, apparatuses and units may refer to corresponding procedures in the foregoing method embodiments, and are not repeated herein.
The embodiment of the present application also describes an electronic device from the perspective of a physical device, as shown in fig. 3, and the electronic device 30 shown in fig. 3 includes: a processor 301 and a memory 303. Wherein the processor 301 is coupled to the memory 303, such as via a bus 302. Optionally, the electronic device 30 may also include a transceiver 304. It should be noted that, in practical applications, the transceiver 304 is not limited to one, and the structure of the electronic device 30 is not limited to the embodiment of the present application.
The processor 301 may be a CPU (Central Processing Unit ), general purpose processor, DSP (Digital Signal Processor, data signal processor), ASIC (Application Specific Integrated Circuit ), FPGA (Field Programmable Gate Array, field programmable gate array) or other programmable logic device, transistor logic device, hardware components, or any combination thereof. Which may implement or perform the various exemplary logic blocks, modules and circuits described in connection with this disclosure. Processor 301 may also be a combination that implements computing functionality, e.g., comprising one or more microprocessor combinations, a combination of a DSP and a microprocessor, etc.
Bus 302 may include a path to transfer information between the components. Bus 302 may be a PCI (Peripheral Component Interconnect, peripheral component interconnect Standard) bus or an EISA (Extended Industry Standard Architecture ) bus, or the like. Bus 302 may be divided into an address bus, a data bus, a control bus, and the like. For ease of illustration, only one thick line is shown in fig. 3, but not only one bus or one type of bus.
The Memory 303 may be, but is not limited to, a ROM (Read Only Memory) or other type of static storage device that can store static information and instructions, a RAM (Random Access Memory ) or other type of dynamic storage device that can store information and instructions, an EEPROM (Electrically Erasable Programmable Read Only Memory ), a CD-ROM (Compact Disc Read Only Memory, compact disc Read Only Memory) or other optical disk storage, optical disk storage (including compact discs, laser discs, optical discs, digital versatile discs, blu-ray discs, etc.), magnetic disk storage media or other magnetic storage devices, or any other medium that can be used to carry or store desired program code in the form of instructions or data structures and that can be accessed by a computer.
The memory 303 is used for storing application program codes for executing the inventive arrangements and is controlled to be executed by the processor 301. The processor 301 is configured to execute the application code stored in the memory 303 to implement what is shown in the foregoing method embodiments.
Among them, electronic devices include, but are not limited to: mobile terminals such as mobile phones, notebook computers, digital broadcast receivers, PDAs (personal digital assistants), PADs (tablet computers), PMPs (portable multimedia players), in-vehicle terminals (e.g., in-vehicle navigation terminals), and the like, and stationary terminals such as digital TVs, desktop computers, and the like. But may also be a server or the like. The electronic device shown in fig. 3 is only an example and should not be construed as limiting the functionality and scope of use of the embodiments of the application.
It should be understood that, although the steps in the flowcharts of the figures are shown in order as indicated by the arrows, these steps are not necessarily performed in order as indicated by the arrows. The steps are not strictly limited in order and may be performed in other orders, unless explicitly stated herein. Moreover, at least some of the steps in the flowcharts of the figures may include a plurality of sub-steps or stages that are not necessarily performed at the same time, but may be performed at different times, the order of their execution not necessarily being sequential, but may be performed in turn or alternately with other steps or at least a portion of the other steps or stages.
The foregoing is only a partial embodiment of the present application, and it should be noted that it will be apparent to those skilled in the art that modifications and adaptations can be made without departing from the principles of the present application, and such modifications and adaptations should and are intended to be comprehended within the scope of the present application.
Claims (10)
1. A method for monitoring a communication tower, comprising:
acquiring an iron tower mark of an iron tower to be monitored, and determining parameter information of the iron tower to be monitored based on the iron tower mark;
The parameter information comprises height information and coordinate information;
if the height information is smaller than the preset height information, determining a first inclination;
determining a second inclination based on the coordinate information;
and determining early warning information and feeding back and displaying the early warning information based on the first inclination and the second inclination.
2. The method for monitoring a communication tower according to claim 1, wherein the determining the parameter information of the to-be-monitored tower based on the tower mark comprises:
determining height information and tower segment quantity information based on the iron tower mark;
numbering the towers according to the number information of the tower segments to determine a plurality of tower segment numbers;
and determining a plurality of sets of coordinate information corresponding to the bottoms of the tower sections based on the tower section numbers.
3. The method for monitoring a communication tower according to claim 1, wherein determining the first inclination if the height information is smaller than a preset height information comprises:
if the height information is smaller than the preset height information, carrying out difference value calculation on the height information and the preset height information, and determining a sedimentation value;
if a plurality of sedimentation values exist, determining a maximum sedimentation value and a minimum sedimentation value;
Determining a sedimentation value difference based on the maximum sedimentation value and the minimum sedimentation value;
a first inclination is determined based on the sedimentation value difference.
4. A method of monitoring a pylon according to claim 3, wherein determining a first inclination based on the sedimentation value difference comprises:
acquiring first position information and second position information;
the first position information is the position information of the maximum sedimentation point corresponding to the maximum sedimentation value, and the second position information is the position information of the minimum sedimentation point corresponding to the minimum sedimentation value;
determining horizontal distance information based on the first position information and the second position information;
and calculating an arctangent function of the sedimentation value difference value and the horizontal distance information, and determining a first gradient.
5. The method of claim 1, wherein determining the second inclination based on the coordinate information comprises:
acquiring a plurality of groups of initial coordinate information corresponding to the bottom of each tower segment;
the initial coordinate information is the coordinate information of the bottom of the tower section corresponding to the iron tower in a normal state, and the initial coordinate information corresponds to the coordinate information one by one;
Comparing the multiple sets of coordinate information with the corresponding multiple sets of initial coordinate information in sequence;
if any coordinate information is different from the corresponding initial coordinate information, determining a second gradient.
6. The method for monitoring a communication tower according to claim 5, wherein determining the second inclination if any coordinate information is different from the corresponding initial coordinate information comprises:
if any coordinate information is different from the corresponding initial coordinate information, determining initial angle information based on the corresponding initial coordinate information;
determining target angle information based on the arbitrary coordinate information and the corresponding initial coordinate information;
and calculating the difference value between the target angle information and the initial angle information, and determining the second gradient.
7. The method for monitoring a communication tower according to claim 1, wherein determining early warning information and feeding back display based on the first inclination and the second inclination comprises:
calculating the difference value between the first gradient and the second gradient to determine a gradient difference value;
if the gradient difference value does not exceed the preset gradient difference value, determining first early warning information and feeding back and displaying the first early warning information;
And if the gradient difference value exceeds the preset gradient difference value, determining second early warning information and feeding back and displaying the second early warning information.
8. Communication tower monitoring devices, characterized in that includes:
the parameter information determining module is used for acquiring an iron tower mark of the iron tower to be monitored and determining parameter information of the iron tower to be monitored based on the iron tower mark;
the parameter information comprises height information and coordinate information;
the first inclination determining module is used for determining a first inclination if the height information is smaller than the preset height information;
a second inclination determining module for determining a second inclination based on the coordinate information;
and the early warning feedback module is used for determining early warning information and feeding back and displaying the early warning information based on the first inclination and the second inclination.
9. An electronic device, comprising:
at least one processor;
a memory;
at least one application program, wherein the at least one application program is stored in the memory and configured to be executed by the at least one processor, the at least one application program configured to: a method of monitoring a pylon according to any one of claims 1 to 7.
10. A computer readable storage medium having stored thereon a computer program, characterized in that the computer program, when executed in a computer, causes the computer to perform a method for monitoring a pylon according to any one of claims 1 to 7.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN202311108501.7A CN117128931A (en) | 2023-08-30 | 2023-08-30 | Communication tower monitoring method and device, electronic equipment and storage medium |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202311108501.7A CN117128931A (en) | 2023-08-30 | 2023-08-30 | Communication tower monitoring method and device, electronic equipment and storage medium |
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| CN117128931A true CN117128931A (en) | 2023-11-28 |
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