CN112163055B - Tower labeling method - Google Patents

Tower labeling method Download PDF

Info

Publication number
CN112163055B
CN112163055B CN202010942705.0A CN202010942705A CN112163055B CN 112163055 B CN112163055 B CN 112163055B CN 202010942705 A CN202010942705 A CN 202010942705A CN 112163055 B CN112163055 B CN 112163055B
Authority
CN
China
Prior art keywords
tower
quadrant
labeling
azimuth
angle
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
Application number
CN202010942705.0A
Other languages
Chinese (zh)
Other versions
CN112163055A (en
Inventor
余秋辰
杨德培
程建刚
田贵川
孔祥金
张龙
汪铁霖
张松云
鲁闯
杨棕华
李凌周
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Chengdu Shenruitonghua Software Technology Co ltd
Original Assignee
Chengdu Shenrui Tonghua Technology Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Chengdu Shenrui Tonghua Technology Co ltd filed Critical Chengdu Shenrui Tonghua Technology Co ltd
Priority to CN202010942705.0A priority Critical patent/CN112163055B/en
Publication of CN112163055A publication Critical patent/CN112163055A/en
Application granted granted Critical
Publication of CN112163055B publication Critical patent/CN112163055B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F16/00Information retrieval; Database structures therefor; File system structures therefor
    • G06F16/20Information retrieval; Database structures therefor; File system structures therefor of structured data, e.g. relational data
    • G06F16/29Geographical information databases
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/10Geometric CAD
    • G06F30/18Network design, e.g. design based on topological or interconnect aspects of utility systems, piping, heating ventilation air conditioning [HVAC] or cabling
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06QINFORMATION 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
    • G06Q50/00Systems or methods specially adapted for specific business sectors, e.g. utilities or tourism
    • G06Q50/06Electricity, gas or water supply
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F2113/00Details relating to the application field
    • G06F2113/04Power grid distribution networks

Abstract

The invention relates to the technical field of electric power infrastructure, and aims to provide a pole tower labeling method. The invention discloses a pole tower labeling method, which comprises the following steps: obtaining a path diagram, wherein the path diagram comprises a plurality of towers and paths among the towers; and determining the labeling position of the current tower according to the path relation between the adjacent towers. The invention can realize automatic labeling of the line path towers, avoid manual operation, improve design efficiency, and simultaneously avoid labeling gland paths of the towers and beautify path diagrams.

Description

Tower labeling method
Technical Field
The invention relates to the technical field of electric power infrastructure, in particular to a pole tower labeling method.
Background
A tower is a pole-shaped or tower-shaped structure that supports and maintains a distance between overhead distribution line conductors and overhead ground wires, as well as from ground and penetrations.
The distribution line path diagram is a plan diagram reflecting distribution line path trend, path topography and ground feature distribution information, can intuitively show the overall condition of the distribution line path, and can bring great convenience to early-stage paving, later-stage operation and maintenance and the like of the power line. In order to comprehensively reflect the tower information in the path diagram, in the process of manufacturing the distribution line path diagram, the type selection information of the tower needs to be marked on the path diagram.
In the prior art, when the information of the towers is marked on the path diagram, the fixed marking azimuth is generally adopted to mark the towers, however, because the included angles and the directions of the paths at the positions of the towers are not fixed, the problem of gland paths can be generated, the path diagram is not attractive, and the marking of the gland paths is generally required to be manually adjusted. However, when the path is long or the tower marks are more, the manual adjustment of the position of the marked information is very time-consuming and labor-consuming, and the design efficiency is seriously affected.
Disclosure of Invention
The invention aims to solve the technical problems at least to a certain extent, and provides a pole tower labeling method.
The technical scheme adopted by the invention is as follows:
a pole tower labeling method comprises the following steps:
obtaining a path diagram, wherein the path diagram comprises a plurality of towers and paths among the towers;
and determining the labeling position of the current tower according to the path relation between the adjacent towers.
Preferably, when determining the labeling position of the current tower according to the path relation between the adjacent towers, the specific steps are as follows:
determining the labeling azimuth and anchor point coordinates of the current tower according to the path relation between the adjacent towers;
and determining the labeling position of the current tower according to the labeling azimuth and the anchor point coordinates of the current tower.
Further preferably, the noted orientation of the current tower includes up, down, left and right.
Further preferably, the labeling directions of the current tower are as follows:
when the front tower is the initial tower, and the azimuth angle from the front tower to the next tower is in the first quadrant and the second quadrant of the Cartesian plane coordinate system, the labeling azimuth of the front tower is left; when the azimuth angle from the current tower to the next tower is in the third quadrant and the fourth quadrant of the Cartesian plane coordinate system, the labeling azimuth of the current tower is right;
when the front tower is a middle tower, defining the azimuth Angle from the last tower to the current tower as PreAngle, and defining the azimuth Angle from the current tower to the next tower;
when the PreAngle is in the first quadrant and the Angle is in the first quadrant, the labeling azimuth of the current tower is right;
when the PreAngle is in the first quadrant and the Angle is in the second quadrant, the labeling azimuth of the current tower is up;
when the PreAngle is in the first quadrant and the Angle is in the third quadrant, the labeling azimuth of the current tower is right;
when the PreAngle is in the first quadrant and the Angle is in the fourth quadrant, the labeling azimuth of the current tower is right;
when the PreAngle is in the second quadrant and the Angle is in the first quadrant, the labeling azimuth of the current tower is lower;
when the PreAngle is in the second quadrant and the Angle is in the second quadrant, the labeling azimuth of the current tower is left;
when the PreAngle is in the second quadrant and the Angle is in the third quadrant, the labeling azimuth of the current tower is right;
when the PreAngle is in the second quadrant and the Angle is in the fourth quadrant, the labeling azimuth of the current tower is right;
when the PreAngle is in the third quadrant and the Angle is in the first quadrant, the labeling azimuth of the current tower is left;
when the PreAngle is in the third quadrant and the Angle is in the second quadrant, the labeling azimuth of the current tower is left;
when the PreAngle is in the third quadrant and the Angle is in the third quadrant, the labeling azimuth of the current tower is right;
when the PreAngle is in the third quadrant and the Angle is in the fourth quadrant, the labeling azimuth of the current tower is lower;
when the PreAngle is in the fourth quadrant and the Angle is in the first quadrant, the labeling azimuth of the current tower is left;
when the PreAngle is in the fourth quadrant and the Angle is in the second quadrant, the labeling azimuth of the current tower is left;
when the PreAngle is in the fourth quadrant and the Angle is in the third quadrant, the labeling azimuth of the current tower is up;
when the PreAngle is in the fourth quadrant and the Angle is in the fourth quadrant, the labeling azimuth of the current tower is left;
when the PreAngle is on the X positive half shaft and the Angle is on the first, four quadrants or Y positive half shaft, the labeling azimuth of the current tower is lower;
when the PreAngle is on the X positive half shaft and the Angle is on the second, third, Y negative half shaft or X positive half shaft, the labeling direction of the current tower is up;
when the PreAngle is on the X negative half shaft and the Angle is on the first, four quadrants or Y positive half shaft, the labeling azimuth of the current tower is lower;
when the PreAngle is on the X negative half shaft and the Angle is on the second, third, Y negative half shaft or the X negative half shaft, the labeling direction of the current tower is up;
when the PreAngle is on the Y positive half shaft and the Angle is on the first quadrant, the second quadrant, the X positive half shaft or the Y positive half shaft, the labeling direction of the current tower is left;
when the PreAngle is on the Y positive half shaft and the Angle is on the third, fourth or X negative half shaft, the labeling azimuth of the current tower is right;
when the PreAngle is on the Y negative half shaft and the Angle is on the first, second quadrants, X positive half shaft or Y negative half shaft, the labeling azimuth of the current tower is left;
when the PreAngle is on the Y negative half shaft and the Angle is on the third, fourth or X negative half shaft, the labeling azimuth of the current tower is right;
when the front tower is a termination tower, and the azimuth angle from the front tower to the last tower is in the first quadrant and the second quadrant of the Cartesian plane coordinate system, the labeling azimuth of the front tower is left; and when the azimuth angle from the current tower to the last tower is in the third quadrant or the fourth quadrant of the Cartesian plane coordinate system, the labeling azimuth of the current tower is right.
Further preferably, the anchor point coordinates of the current tower are determined according to the coordinates of the tower, the marked size and the offset parameter.
Further preferably, the anchor point coordinates of the current tower are (x_anno, y_anno), and the calculation formulas of x_anno and y_anno are as follows:
when the current tower's noted azimuth is left,
X_Anno=X_Pole-width–offsetX,
Y_Anno=Y_Pole–offsetY;
when the current tower's noted azimuth is right,
X_Anno=X_Pole+offsetX,
Y_Anno=Y_Pole–offsetY;
when the current pole tower is marked with an upper azimuth,
X_Anno=X_Pole–width/2+offsetX,
Y_Anno=Y_Pole+height+offsetY;
when the current pole tower is marked with a lower azimuth,
X_Anno=X_Pole–width/2+offsetX,
Y_Anno=Y_Pole+offsetY;
wherein X_Anno is the X-axis coordinate value of the anchor point, Y_Anno is the Y-axis coordinate value of the anchor point, X_Pole is the X-axis coordinate value of the tower position, Y_Pole is the Y-axis coordinate value of the tower, width is the marked width, height is the marked height, offsetX is the X-axis offset parameter of the anchor point relative to the tower position, offsetY is the Y-axis offset parameter of the anchor point relative to the tower position.
The beneficial effects of the invention are as follows:
1) The automatic labeling of the line path towers can be realized, the manual operation is avoided, and the design efficiency is improved; specifically, the method can realize the position information determination of the transformer through intelligent equipment with data processing and storage such as a smart phone, a tablet personal computer, a notebook computer or a desktop computer. In the implementation process, after the path diagram is acquired, the labeling position of the current tower can be determined through the path relation between the adjacent towers, so that manual operation is avoided, and the problems of large workload, error in the processing process and the like caused by manual operation are avoided;
2) The labeling of the gland path of the tower can be avoided, and the path diagram is beautified; specifically, the method and the device can directly confirm the azimuth and the anchor point of the tower marking through the intelligent equipment, determine the azimuth of the tower marking according to the azimuth between the tower and the last tower and/or the next tower, and determine the anchor point of the tower marking through the coordinates of the tower, the marked size and the offset parameter, thereby effectively avoiding the marking gland path of the tower and beautifying the path diagram in the marking process.
Drawings
FIG. 1 is a flow chart of a tower labeling method of the present invention.
Detailed Description
The invention will be further elucidated with reference to the drawings and to specific embodiments. The present invention is not limited to these examples, although they are described in order to assist understanding of the present invention. Specific structural and functional details disclosed herein are merely representative of example embodiments of the invention. This invention may, however, be embodied in many alternate forms and should not be construed as limited to the embodiments set forth herein.
It will be understood that, although the terms first, second, etc. may be used herein to describe various elements, these elements should not be limited by these terms. These terms are only used to distinguish one element from another element. For example, a first element could be termed a second element, and, similarly, a second element could be termed a first element, without departing from the scope of example embodiments of the present invention.
It should be understood that for the term "and/or" that may appear herein, it is merely one association relationship that describes an associated object, meaning that there may be three relationships, e.g., a and/or B, may represent: a alone, B alone, and both a and B; for the term "/and" that may appear herein, which is descriptive of another associative object relationship, it means that there may be two relationships, e.g., a/and B, it may be expressed that: a alone, a alone and B alone; in addition, for the character "/" that may appear herein, it is generally indicated that the context associated object is an "or" relationship.
It will be understood that when an element is referred to herein as being "connected," "connected," or "coupled" to another element, it can be directly connected or coupled to the other element or intervening elements may be present. In contrast, when an element is referred to herein as being "directly connected" or "directly coupled" to another element, it means that there are no intervening elements present. In addition, other words used to describe relationships between elements (e.g., "between … …" pair "directly between … …", "adjacent" pair "directly adjacent", etc.) should be interpreted in a similar manner.
It is to be understood that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of example embodiments of the invention. As used herein, the singular forms "a", "an" and "the" are intended to include the plural forms as well, unless the context clearly indicates otherwise. It will be further understood that the terms "comprises," "comprising," "includes," "including" and/or "including," when used herein, specify the presence of stated features, integers, steps, operations, elements, and/or components, and do not preclude the presence or addition of one or more other features, quantities, steps, operations, elements, components, and/or groups thereof.
It should be appreciated that in some alternative embodiments, the functions/acts noted may occur out of the order noted in the figures. For example, two figures shown in succession may in fact be executed substantially concurrently or the figures may sometimes be executed in the reverse order, depending upon the functionality/acts involved.
It should be understood that specific details are provided in the following description to provide a thorough understanding of the example embodiments. However, it will be understood by those of ordinary skill in the art that the example embodiments may be practiced without these specific details. For example, a system may be shown in block diagrams in order to avoid obscuring the examples with unnecessary detail. In other instances, well-known processes, structures, and techniques may be shown without unnecessary detail in order to avoid obscuring the example embodiments.
Example 1:
the embodiment provides a tower labeling method, as shown in fig. 1, comprising the following steps:
obtaining a path diagram, wherein the path diagram comprises a plurality of towers and paths among the towers;
and determining the labeling position of the current tower according to the path relation between the adjacent towers.
Specifically, when determining the labeling position of the current tower according to the path relation between the adjacent towers, the specific steps are as follows:
determining the labeling azimuth and anchor point coordinates of the current tower according to the path relation between the adjacent towers;
and determining the labeling position of the current tower according to the labeling azimuth and the anchor point coordinates of the current tower.
The embodiment can realize automatic labeling of the line path towers, avoid manual operation and improve design efficiency; specifically, the embodiment can realize the position information determination of the transformer through intelligent equipment with data processing and storage such as a smart phone, a tablet personal computer, a notebook personal computer or a desktop personal computer. In the implementation process, the marking position of the current pole tower can be determined through the path relation between the adjacent pole towers after the path diagram is acquired, so that manual operation is avoided, and the problems of large workload, error in the processing process and the like caused by manual operation are avoided.
In this embodiment, the current tower labeling orientation includes up, down, left, and right. It should be noted that, the labeling azimuth of the current tower is located above, below, left or right of the current tower, and can also be arranged above left, below right of the current tower, and the labeling azimuth comprises up, down, left and right, so that the labeling requirements of towers at different positions can be met, and the problem of poor attractiveness of tower labeling caused by excessive azimuth is avoided.
Specifically, the labeling directions of the current tower are as follows:
when the front tower is the initial tower, and the azimuth angle from the front tower to the next tower is in the first quadrant and the second quadrant of the Cartesian plane coordinate system, the labeling azimuth of the front tower is left; when the azimuth angle from the current tower to the next tower is in the third quadrant and the fourth quadrant of the Cartesian plane coordinate system, the labeling azimuth of the current tower is right;
when the front tower is a middle tower, defining the azimuth Angle from the last tower to the current tower as PreAngle, and defining the azimuth Angle from the current tower to the next tower;
when the PreAngle is in the first quadrant and the Angle is in the first quadrant, the labeling azimuth of the current tower is right;
when the PreAngle is in the first quadrant and the Angle is in the second quadrant, the labeling azimuth of the current tower is up;
when the PreAngle is in the first quadrant and the Angle is in the third quadrant, the labeling azimuth of the current tower is right;
when the PreAngle is in the first quadrant and the Angle is in the fourth quadrant, the labeling azimuth of the current tower is right;
when the PreAngle is in the second quadrant and the Angle is in the first quadrant, the labeling azimuth of the current tower is lower;
when the PreAngle is in the second quadrant and the Angle is in the second quadrant, the labeling azimuth of the current tower is left;
when the PreAngle is in the second quadrant and the Angle is in the third quadrant, the labeling azimuth of the current tower is right;
when the PreAngle is in the second quadrant and the Angle is in the fourth quadrant, the labeling azimuth of the current tower is right;
when the PreAngle is in the third quadrant and the Angle is in the first quadrant, the labeling azimuth of the current tower is left;
when the PreAngle is in the third quadrant and the Angle is in the second quadrant, the labeling azimuth of the current tower is left;
when the PreAngle is in the third quadrant and the Angle is in the third quadrant, the labeling azimuth of the current tower is right;
when the PreAngle is in the third quadrant and the Angle is in the fourth quadrant, the labeling azimuth of the current tower is lower;
when the PreAngle is in the fourth quadrant and the Angle is in the first quadrant, the labeling azimuth of the current tower is left;
when the PreAngle is in the fourth quadrant and the Angle is in the second quadrant, the labeling azimuth of the current tower is left;
when the PreAngle is in the fourth quadrant and the Angle is in the third quadrant, the labeling azimuth of the current tower is up;
when the PreAngle is in the fourth quadrant and the Angle is in the fourth quadrant, the labeling azimuth of the current tower is left;
the specific table is shown below:
when the PreAngle is on the X positive half shaft and the Angle is on the first, four quadrants or Y positive half shaft, the labeling azimuth of the current tower is lower;
when the PreAngle is on the X positive half shaft and the Angle is on the second, third, Y negative half shaft or X positive half shaft, the labeling direction of the current tower is up;
when the PreAngle is on the X negative half shaft and the Angle is on the first, four quadrants or Y positive half shaft, the labeling azimuth of the current tower is lower;
when the PreAngle is on the X negative half shaft and the Angle is on the second, third, Y negative half shaft or the X negative half shaft, the labeling direction of the current tower is up;
when the PreAngle is on the Y positive half shaft and the Angle is on the first quadrant, the second quadrant, the X positive half shaft or the Y positive half shaft, the labeling direction of the current tower is left;
when the PreAngle is on the Y positive half shaft and the Angle is on the third, fourth or X negative half shaft, the labeling azimuth of the current tower is right;
when the PreAngle is on the Y negative half shaft and the Angle is on the first, second quadrants, X positive half shaft or Y negative half shaft, the labeling azimuth of the current tower is left;
when the PreAngle is on the Y negative half shaft and the Angle is on the third, fourth or X negative half shaft, the labeling azimuth of the current tower is right;
the specific table is shown below:
when the front tower is a termination tower, and the azimuth angle from the front tower to the last tower is in the first quadrant and the second quadrant of the Cartesian plane coordinate system, the labeling azimuth of the front tower is left; and when the azimuth angle from the current tower to the last tower is in the third quadrant or the fourth quadrant of the Cartesian plane coordinate system, the labeling azimuth of the current tower is right.
In this embodiment, the anchor point coordinates of the current tower are determined according to the coordinates of the tower, the marked size and the offset parameter.
Specifically, the anchor coordinates of the current tower are (x_anno, y_anno), and the calculation formulas of x_anno and y_anno are as follows:
when the current tower's noted azimuth is left,
X_Anno=X_Pole-width–offsetX,
Y_Anno=Y_Pole–offsetY;
when the current tower's noted azimuth is right,
X_Anno=X_Pole+offsetX,
Y_Anno=Y_Pole–offsetY;
when the current pole tower is marked with an upper azimuth,
X_Anno=X_Pole–width/2+offsetX,
Y_Anno=Y_Pole+height+offsetY;
when the current pole tower is marked with a lower azimuth,
X_Anno=X_Pole–width/2+offsetX,
Y_Anno=Y_Pole+offsetY;
wherein X_Anno is the X-axis coordinate value of the anchor point, Y_Anno is the Y-axis coordinate value of the anchor point, X_Pole is the X-axis coordinate value of the tower position, Y_Pole is the Y-axis coordinate value of the tower, width is the marked width, height is the marked height, offsetX is the X-axis offset parameter of the anchor point relative to the tower position, offsetY is the Y-axis offset parameter of the anchor point relative to the tower position.
According to the method, the position and the anchor point of the tower marking can be directly confirmed through the intelligent equipment, the position of the tower marking is determined according to the azimuth angle between the tower and the last tower and/or the next tower, and the anchor point of the tower marking is determined through the coordinates of the tower, the marked size and the offset parameters, so that the marking gland path of the tower is effectively avoided in the marking process, and the path diagram is beautified.
It will be apparent to those skilled in the art that the modules or steps of the invention described above may be implemented in a general purpose computing device, they may be concentrated on a single computing device, or distributed across a network of computing devices, or they may alternatively be implemented in program code executable by computing devices, such that they may be stored in a memory device for execution by the computing devices, or they may be separately fabricated into individual integrated circuit modules, or multiple modules or steps within them may be fabricated into a single integrated circuit module. Thus, the present invention is not limited to any specific combination of hardware and software.
The various embodiments described above are merely illustrative and may or may not be physically separate if reference is made to the unit being described as separate components; if a component is referred to as being a unit, it may or may not be a physical unit, may be located in one place, or may be distributed over multiple network elements. Some or all of the units may be selected according to actual needs to achieve the purpose of the solution of this embodiment. Those of ordinary skill in the art will understand and implement the present invention without undue burden.
The above embodiments are only for illustrating the technical solution of the present invention, and are not limiting; although the invention has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some of the technical features thereof can be replaced by equivalents. Such modifications and substitutions do not depart from the spirit and scope of the technical solutions of the embodiments of the present invention.
Finally, it should be noted that the invention is not limited to the alternative embodiments described above, but can be used by anyone in various other forms of products in the light of the present invention. The above detailed description should not be construed as limiting the scope of the invention, which is defined in the claims and the description may be used to interpret the claims.

Claims (2)

1. A pole tower labeling method is characterized in that: the method comprises the following steps:
obtaining a path diagram, wherein the path diagram comprises a plurality of towers and paths among the towers;
determining the labeling position of the current tower according to the path relation between the adjacent towers;
when determining the labeling position of the current tower according to the path relation between the adjacent towers, the specific steps are as follows:
determining the labeling azimuth and anchor point coordinates of the current tower according to the path relation between the adjacent towers;
determining the labeling position of the current tower according to the labeling azimuth and the anchor point coordinates of the current tower;
the labeling azimuth of the current pole tower comprises upper, lower, left and right;
the labeling directions of the current pole tower are as follows:
when the front tower is the initial tower, and the azimuth angle from the front tower to the next tower is in the first quadrant and the second quadrant of the Cartesian plane coordinate system, the labeling azimuth of the front tower is left; when the azimuth angle from the current tower to the next tower is in the third quadrant and the fourth quadrant of the Cartesian plane coordinate system, the labeling azimuth of the current tower is right;
when the front tower is a middle tower, defining the azimuth Angle from the last tower to the current tower as PreAngle, and defining the azimuth Angle from the current tower to the next tower;
when the PreAngle is in the first quadrant and the Angle is in the first quadrant, the labeling azimuth of the current tower is right;
when the PreAngle is in the first quadrant and the Angle is in the second quadrant, the labeling azimuth of the current tower is up;
when the PreAngle is in the first quadrant and the Angle is in the third quadrant, the labeling azimuth of the current tower is right;
when the PreAngle is in the first quadrant and the Angle is in the fourth quadrant, the labeling azimuth of the current tower is right;
when the PreAngle is in the second quadrant and the Angle is in the first quadrant, the labeling azimuth of the current tower is lower;
when the PreAngle is in the second quadrant and the Angle is in the second quadrant, the labeling azimuth of the current tower is left;
when the PreAngle is in the second quadrant and the Angle is in the third quadrant, the labeling azimuth of the current tower is right;
when the PreAngle is in the second quadrant and the Angle is in the fourth quadrant, the labeling azimuth of the current tower is right;
when the PreAngle is in the third quadrant and the Angle is in the first quadrant, the labeling azimuth of the current tower is left;
when the PreAngle is in the third quadrant and the Angle is in the second quadrant, the labeling azimuth of the current tower is left;
when the PreAngle is in the third quadrant and the Angle is in the third quadrant, the labeling azimuth of the current tower is right;
when the PreAngle is in the third quadrant and the Angle is in the fourth quadrant, the labeling azimuth of the current tower is lower;
when the PreAngle is in the fourth quadrant and the Angle is in the first quadrant, the labeling azimuth of the current tower is left;
when the PreAngle is in the fourth quadrant and the Angle is in the second quadrant, the labeling azimuth of the current tower is left;
when the PreAngle is in the fourth quadrant and the Angle is in the third quadrant, the labeling azimuth of the current tower is up;
when the PreAngle is in the fourth quadrant and the Angle is in the fourth quadrant, the labeling azimuth of the current tower is left;
when the PreAngle is on the X positive half shaft and the Angle is on the first, four quadrants or Y positive half shaft, the labeling azimuth of the current tower is lower;
when the PreAngle is on the X positive half shaft and the Angle is on the second, third, Y negative half shaft or X positive half shaft, the labeling direction of the current tower is up;
when the PreAngle is on the X negative half shaft and the Angle is on the first, four quadrants or Y positive half shaft, the labeling azimuth of the current tower is lower;
when the PreAngle is on the X negative half shaft and the Angle is on the second, third, Y negative half shaft or the X negative half shaft, the labeling direction of the current tower is up;
when the PreAngle is on the Y positive half shaft and the Angle is on the first quadrant, the second quadrant, the X positive half shaft or the Y positive half shaft, the labeling direction of the current tower is left;
when the PreAngle is on the Y positive half shaft and the Angle is on the third, fourth or X negative half shaft, the labeling azimuth of the current tower is right;
when the PreAngle is on the Y negative half shaft and the Angle is on the first, second quadrants, X positive half shaft or Y negative half shaft, the labeling azimuth of the current tower is left;
when the PreAngle is on the Y negative half shaft and the Angle is on the third, fourth or X negative half shaft, the labeling azimuth of the current tower is right;
when the front tower is a termination tower, and the azimuth angle from the front tower to the last tower is in the first quadrant and the second quadrant of the Cartesian plane coordinate system, the labeling azimuth of the front tower is left; when the azimuth angle from the current tower to the last tower is in the third quadrant or the fourth quadrant of the Cartesian plane coordinate system, the labeling azimuth of the current tower is right;
the anchor coordinates of the current tower are (X_Anno, Y_Anno), and the calculation formulas of X_Anno and Y_Anno are as follows:
when the current tower's noted azimuth is left,
X_Anno=X_Pole-width–offsetX,
Y_Anno=Y_Pole–offsetY;
when the current tower's noted azimuth is right,
X_Anno=X_Pole+offsetX,
Y_Anno=Y_Pole–offsetY;
when the current pole tower is marked with an upper azimuth,
X_Anno=X_Pole–width/2+offsetX,
Y_Anno=Y_Pole+height+offsetY;
when the current pole tower is marked with a lower azimuth,
X_Anno=X_Pole–width/2+offsetX,
Y_Anno=Y_Pole+offsetY;
wherein X_Anno is the X-axis coordinate value of the anchor point, Y_Anno is the Y-axis coordinate value of the anchor point, X_Pole is the X-axis coordinate value of the tower position, Y_Pole is the Y-axis coordinate value of the tower, width is the marked width, height is the marked height, offsetX is the X-axis offset parameter of the anchor point relative to the tower position, offsetY is the Y-axis offset parameter of the anchor point relative to the tower position.
2. The pole and tower labeling method according to claim 1, wherein: the anchor point coordinates of the current tower are determined according to the coordinates of the tower, the marked size and the offset parameters.
CN202010942705.0A 2020-09-09 2020-09-09 Tower labeling method Active CN112163055B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202010942705.0A CN112163055B (en) 2020-09-09 2020-09-09 Tower labeling method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202010942705.0A CN112163055B (en) 2020-09-09 2020-09-09 Tower labeling method

Publications (2)

Publication Number Publication Date
CN112163055A CN112163055A (en) 2021-01-01
CN112163055B true CN112163055B (en) 2023-11-21

Family

ID=73857871

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202010942705.0A Active CN112163055B (en) 2020-09-09 2020-09-09 Tower labeling method

Country Status (1)

Country Link
CN (1) CN112163055B (en)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102495413A (en) * 2011-11-24 2012-06-13 河北省电力勘测设计研究院 Method for acquiring transmission line tower coordinate
CN103020871A (en) * 2012-12-05 2013-04-03 陕西电力科学研究院 Electric power transmission line and disaster geographic information system
CN103529305A (en) * 2013-10-25 2014-01-22 国家电网公司 Ground resistance test auxiliary system of ground grid of power equipment
CN104462820A (en) * 2014-12-10 2015-03-25 广东电网有限责任公司电力科学研究院 Method for detecting errors of coordinates of towers of power grids
CN105138777A (en) * 2015-08-27 2015-12-09 北京恒华伟业科技股份有限公司 Pole tower model selection method and device
CN106530435A (en) * 2016-10-29 2017-03-22 国家电网公司 Power line inspection detection method based on identity authentication
CN107729808A (en) * 2017-09-08 2018-02-23 国网山东省电力公司电力科学研究院 A kind of image intelligent acquisition system and method for power transmission line unmanned machine inspection
CN108389256A (en) * 2017-11-23 2018-08-10 千寻位置网络有限公司 Two three-dimensional interactive unmanned plane electric force pole tower inspection householder methods

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102495413A (en) * 2011-11-24 2012-06-13 河北省电力勘测设计研究院 Method for acquiring transmission line tower coordinate
CN103020871A (en) * 2012-12-05 2013-04-03 陕西电力科学研究院 Electric power transmission line and disaster geographic information system
CN103529305A (en) * 2013-10-25 2014-01-22 国家电网公司 Ground resistance test auxiliary system of ground grid of power equipment
CN104462820A (en) * 2014-12-10 2015-03-25 广东电网有限责任公司电力科学研究院 Method for detecting errors of coordinates of towers of power grids
CN105138777A (en) * 2015-08-27 2015-12-09 北京恒华伟业科技股份有限公司 Pole tower model selection method and device
CN106530435A (en) * 2016-10-29 2017-03-22 国家电网公司 Power line inspection detection method based on identity authentication
CN107729808A (en) * 2017-09-08 2018-02-23 国网山东省电力公司电力科学研究院 A kind of image intelligent acquisition system and method for power transmission line unmanned machine inspection
CN108389256A (en) * 2017-11-23 2018-08-10 千寻位置网络有限公司 Two three-dimensional interactive unmanned plane electric force pole tower inspection householder methods

Non-Patent Citations (4)

* Cited by examiner, † Cited by third party
Title
FPGA based implementation of MPPT algorithms for photovoltaic system under partial shading conditions;A. Senthilvel 等;《Microprocessors and Microsystems》;1-11 *
GPS全球卫星定位仪在高压供电线路图测绘中的应用;马丽霞;;科技与企业(第16期);70 *
基于深度学习的高压杆塔异物检测;师飘 等;《重庆科技学院学报(自然科学版)》;83-87 *
电力线路设计路径选择及杆塔定位研究;江雁辉;《机电信息 》;1-2 *

Also Published As

Publication number Publication date
CN112163055A (en) 2021-01-01

Similar Documents

Publication Publication Date Title
CN110389341A (en) Charging pile recognition methods, device, robot and computer readable storage medium
CN108694729A (en) Localization method, unit based on image detection and storage medium
CN112487626B (en) Photovoltaic power station wiring method and device
CN109933096A (en) A kind of holder method of servo-controlling and system
CN108195327A (en) A kind of additional shaft scaling method and terminal based on robot
CN108984749A (en) A kind of electric system geographical wiring diagram method for drafting based on GIS
CN103086610A (en) Apparatus and method for processing glass window of display
CN106846490A (en) A kind of cambered surface model generating method and device
CN112163055B (en) Tower labeling method
CN106600664B (en) drawing method and device of symmetric graph
CN110378336A (en) Semantic class mask method, device and the storage medium of target object in training sample
CN113559501A (en) Method and device for selecting virtual units in game, storage medium and electronic equipment
CN105243268A (en) Game map positioning method and apparatus as well as user terminal
CN108282737A (en) A kind of antenna adjusting method and equipment
CN115847384A (en) Mechanical arm safety plane information display method and related product
CN112163054B (en) Transformer insertion method based on path diagram
CN109493423A (en) The calculation method and device of the midpoint of three-dimensional earth model surface two o'clock
CN112950726B (en) Camera orientation calibration method and related product
CN104965156B (en) A kind of failure that PCA cluster analyses are carried out using polar curve false voltage selects pole method
CN110363847A (en) A kind of cartographic model construction method and device based on point cloud data
CN111563646A (en) Lightning protection scheme evaluation method, device, equipment and storage medium
CN112085815A (en) Polar coordinate image expression method and transformation algorithm thereof
CN209804159U (en) Display panel
CN109985846A (en) A kind of laser radar scaling method of substation's living water washing robot
CN107545040B (en) Method and system for marking direction in three-dimensional geographic information scene of computer

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
TA01 Transfer of patent application right
TA01 Transfer of patent application right

Effective date of registration: 20211207

Address after: 610000 No. 63, Wanghu South Street, East New Area, Chengdu, Sichuan

Applicant after: Chengdu shenruitonghua Software Technology Co.,Ltd.

Address before: No.1, 1st floor, building 13, No.87, Moxiang Road, Jinjiang District, Chengdu, Sichuan 610000

Applicant before: Sichuan Changyuan engineering survey and Design Co.,Ltd.

Applicant before: CYG SUNRI Co.,Ltd.

CB02 Change of applicant information
CB02 Change of applicant information

Address after: No. 6, 6th Floor, Unit 1, Building 6, No. 399, West Section of Fucheng Avenue, High-tech Zone, Chengdu 610000, Sichuan Province

Applicant after: Chengdu Shenrui Tonghua Technology Co.,Ltd.

Address before: 610000 No. 63, Wanghu South Street, East New Area, Chengdu, Sichuan

Applicant before: Chengdu shenruitonghua Software Technology Co.,Ltd.

GR01 Patent grant
GR01 Patent grant
PE01 Entry into force of the registration of the contract for pledge of patent right
PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of invention: A tower labeling method

Granted publication date: 20231121

Pledgee: Chengdu financial holding Financing Guarantee Co.,Ltd.

Pledgor: Chengdu Shenrui Tonghua Technology Co.,Ltd.

Registration number: Y2024510000013