CN111709115A - Method and system for calculating high-low leg configuration of iron tower and storage medium - Google Patents

Method and system for calculating high-low leg configuration of iron tower and storage medium Download PDF

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CN111709115A
CN111709115A CN202010382402.8A CN202010382402A CN111709115A CN 111709115 A CN111709115 A CN 111709115A CN 202010382402 A CN202010382402 A CN 202010382402A CN 111709115 A CN111709115 A CN 111709115A
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value
tower
height difference
tower leg
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CN111709115B (en
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余天生
赖惠君
叶伟力
蒋志超
张喜贺
周启波
蔡建龙
巫剑光
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Huizhou Electric Power Survey & Design Institute Co ltd
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    • G06FELECTRIC DIGITAL DATA PROCESSING
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Abstract

The invention discloses a calculation method, a system and a storage medium for iron tower high-low leg configuration, wherein a plurality of topographic map data values to be processed are acquired through software, the plurality of topographic map data values to be processed are processed to generate a plurality of processed topographic map data values, and meanwhile, corresponding iron tower model devices in a database are called to calculate root values of the corresponding iron tower model devices so as to obtain coordinate values of four tower legs; and finally, carrying out height difference pairing on the elevation values of the four tower legs to obtain height difference values of the four tower legs, and sending the height difference values of the four tower legs to a database so as to obtain configuration data of the high and low legs of the iron tower model device. Therefore, the configuration process of the height legs of the whole iron tower is more automatic, and the working efficiency is improved. In addition, the calculation result can be more accurate through a software calculation mode, and the situation of data careless mistakes during calculation can be avoided.

Description

Method and system for calculating high-low leg configuration of iron tower and storage medium
Technical Field
The invention relates to the technical field of high-voltage power line design, in particular to a calculation method, a calculation system and a storage medium for iron tower high-low leg configuration.
Background
The iron tower is a tower-shaped building for power transmission. The structure features that the various tower types are space truss structure, the rods are mainly composed of single equal angle steel or combined angle steel, the materials are Q235(A3F) and Q345(16Mn), the rods are connected by coarse bolts, the rods are connected by shearing force of bolts, the whole tower is composed of angle steel, connecting steel plates and bolts, and individual parts such as tower legs are welded by several steel plates into an assembly, so the hot galvanizing anticorrosion, transportation and construction erection are very convenient. As is well known, an iron tower has 4 tower legs, and when the terrain on which the iron tower is installed is uneven, such as a mountain area, the heights of the 4 tower legs of the iron tower need to be set to be different in length, so that the iron tower can be stably built on the uneven terrain.
However, most of the calculation of the configuration of the high and low legs of the iron tower at the present stage is manually completed, that is, the coordinates of each iron tower leg are calculated according to the root opening of each iron tower and topographic map data, so that the construction of the iron tower is completed. But the method has low automation degree and low working efficiency by adopting a manual mode; meanwhile, due to the fact that the number of topographic map data is large, careless mistakes are prone to occur in the computing process in a manual mode, and therefore the computing result is inaccurate.
Disclosure of Invention
The invention aims to overcome the defects in the prior art, and provides a method, a system and a storage medium for calculating the configuration of the high leg and the low leg of an iron tower, which can enable the calculation of the high leg and the low leg of the iron tower to be more automatic, improve the calculation efficiency and improve the accuracy of the calculation result.
The purpose of the invention is realized by the following technical scheme:
a calculation method for the configuration of high and low legs of an iron tower comprises the following steps:
s101, collecting a plurality of topographic map data values to be processed;
s102, preprocessing each topographic map data value to be processed to generate a plurality of processed topographic map data values;
s103, generating a reading call instruction, and executing the reading call instruction;
s104, reading an iron tower model device in a database according to the processed topographic map data;
s105, respectively calculating root opening values of the iron tower model device, and generating a first tower leg coordinate value, a second tower leg coordinate value, a third tower leg coordinate value and a fourth tower leg coordinate value;
s106, comparing the first tower leg coordinate value, the second tower leg coordinate value, the third tower leg coordinate value and the fourth tower leg coordinate value with each processed topographic map data value one by one respectively to generate a first tower leg elevation value, a second tower leg elevation value, a third tower leg elevation value and a fourth tower leg elevation value;
s107, calculating and generating a first height difference value, a second height difference value, a third height difference value and a fourth height difference value according to the first tower leg elevation value, the second tower leg elevation value, the third tower leg elevation value and the fourth tower leg elevation value respectively;
s108, respectively sending the first height difference value, the second height difference value, the third height difference value and the fourth height difference value to the database;
and S109, receiving the iron tower configuration data of the iron tower model device from the database.
In one embodiment, in one of the to-be-processed topographic map data values, the to-be-processed topographic map data value includes topographic contour line data, a plurality of coordinates of a tower center, a plurality of coordinates of an original topographic point, and a plurality of elevation values of the original topographic point.
In one embodiment, in the step of preprocessing each of the to-be-processed topographic map data values to generate a plurality of processed topographic map data values, the following steps are specifically performed:
and comparing the topographic map data values to be processed with a preset standard threshold value one by one, and if the topographic map data values to be processed are the same as the preset standard threshold value, generating a plurality of processed topographic map data values.
In one embodiment, the processed topographic map data value includes original topographic point X coordinate value, original topographic point Y coordinate value and original topographic point coordinate value.
In one embodiment, after receiving the data of the tower configuration from the database, the method further includes the following steps:
generating a label, and binding the label with the iron tower model device;
and comparing the label with a preset iron tower numerical value, and if the label is the same as the preset iron tower numerical value, generating a configuration ending instruction.
In one embodiment, in the step, calculating and generating a first height difference value, a second height difference value, and a third height difference value according to the first tower leg elevation value, the second tower leg elevation value, the third tower leg elevation value, and the fourth tower leg elevation value respectively includes:
and respectively calculating the difference between the first tower leg elevation value and the first tower leg elevation value, the difference between the second tower leg elevation value and the first tower leg elevation value, the difference between the third tower leg elevation value and the first tower leg elevation value and the difference between the fourth tower leg elevation value and the first tower leg elevation value so as to obtain the first height difference value, the second height difference value, the third height difference value and the fourth height difference value.
A computing system for a pylon high-low leg configuration, comprising:
the acquisition module is used for acquiring a plurality of topographic map data values to be processed;
the analysis and statistics module is used for carrying out preprocessing operation on the topographic map data values to be processed to generate a plurality of processed topographic map data values;
the instruction module is used for generating a reading calling instruction and executing the reading calling instruction;
the reading module is used for reading the iron tower model device in the database according to the processed topographic map data table;
the calculation module is used for calculating a root opening value of the iron tower model device respectively to generate a first tower leg coordinate value, a second tower leg coordinate value, a third tower leg coordinate value and a fourth tower leg coordinate value, and is also used for calculating and generating a first height difference value, a second height difference value, a third height difference value and a fourth height difference value according to the first tower leg elevation value, the second tower leg elevation value, the third tower leg elevation value and the fourth tower leg elevation value respectively;
a comparison module, configured to compare the first, second, third and fourth tower leg coordinate values with the processed topographic map data values one by one, respectively, to generate a first, second, third and fourth tower leg elevation value
A sending module, configured to send the first height difference value, the second height difference value, the third height difference value, and the fourth height difference value to the database, respectively; and
a receiving module for receiving the tower configuration data of the tower model device from the database.
In one embodiment, the system further comprises a binding module, wherein the binding module is used for generating a tag and binding the tag with the iron tower model device.
In one embodiment, the comparison module is further configured to compare the tag with a preset iron tower value.
A storage medium storing a plurality of medium instructions, the instructions being suitable for being loaded by a processor to execute the steps in the calculation method for the configuration of the high and low legs of the iron tower provided by any one of the embodiments of the present invention.
Compared with the prior art, the invention has the following advantages and beneficial effects:
the invention relates to a calculation method, a system and a storage medium for iron tower high-low leg configuration, which acquire a plurality of topographic map data values to be processed through software, and to count and process the plurality of to-be-processed topographic map data values to generate a plurality of processed topographic map data values, meanwhile, calling the corresponding iron tower model device in the database according to the processed topographic map data value, then calculating the root opening value of the corresponding iron tower model device to obtain the coordinate values of the four tower legs of the corresponding iron tower model device, comparing the coordinate values of the four tower legs with the processed topographic map data values to obtain elevation values of the four tower legs, finally performing height difference pairing according to the elevation values of the four tower legs to obtain height difference values of the four tower legs, and the height difference values of the four tower legs are sent to a database, so that the configuration data of the high and low legs of the iron tower model device are obtained. So, through above-mentioned mode for the configuration process of whole iron tower height leg is more automatic, and then has improved work efficiency. In addition, the calculation result can be more accurate through a software calculation mode, and the situation of data careless mistakes during calculation can be avoided.
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In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings needed to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
Fig. 1 is a flowchart of a method for calculating a configuration of legs of an iron tower according to an embodiment of the present invention;
fig. 2 is a system block diagram of a computing system configured with high and low legs of a tower according to an embodiment of the present invention.
Detailed Description
To facilitate an understanding of the invention, the invention will now be described more fully with reference to the accompanying drawings. Preferred embodiments of the present invention are shown in the drawings. This invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete.
It will be understood that when an element is referred to as being "secured to" another element, it can be directly on the other element or intervening elements may also be present. When an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present. The terms "vertical," "horizontal," "left," "right," and the like as used herein are for illustrative purposes only and do not represent the only embodiments.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used herein in the description of the invention is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items.
Referring to fig. 1, a method for calculating the configuration of the legs of the iron tower includes the following steps:
s101, collecting a plurality of topographic map data values to be processed;
s102, preprocessing each topographic map data value to be processed to generate a plurality of processed topographic map data values;
s103, generating a reading call instruction, and executing the reading call instruction;
s104, reading the iron tower model device in the database according to the processed topographic map data;
s105, respectively calculating root opening values of the iron tower model device, and generating a first tower leg coordinate value, a second tower leg coordinate value, a third tower leg coordinate value and a fourth tower leg coordinate value;
s106, respectively comparing the first tower leg coordinate value, the second tower leg coordinate value, the third tower leg coordinate value and the fourth tower leg coordinate value with each processed topographic map data value one by one to generate a first tower leg elevation value, a second tower leg elevation value, a third tower leg elevation value and a fourth tower leg elevation value;
s107, calculating and generating a first height difference value, a second height difference value, a third height difference value and a fourth height difference value according to the first tower leg elevation value, the second tower leg elevation value, the third tower leg elevation value and the fourth tower leg elevation value respectively;
s108, respectively sending the first height difference value, the second height difference value, the third height difference value and the fourth height difference value to a database;
and S109, receiving iron tower configuration data of the iron tower model device from the database.
For better illustration of the concept of the calculation method of the high-low leg configuration of the iron tower, further:
s101, collecting a plurality of topographic map data values to be processed;
step S102, preprocessing each topographic map data value to be processed to generate a plurality of processed topographic map data values;
specifically, in one embodiment, in one to-be-processed topographic map data value, the to-be-processed topographic map data value includes topographic contour line data, a plurality of coordinates of the center of the tower, a plurality of coordinates of the original topographic point, and a plurality of elevation values of the original topographic point.
More specifically, in one embodiment, the processed topographic map data value includes an original topographic point X coordinate value, an original topographic point Y coordinate value and an original topographic point Z coordinate value. It should be noted that the Z coordinate value of the original topographic point herein refers to the elevation value of the original topographic point.
It should be noted that a plurality of topographic map data values to be processed are manually acquired through the area where the iron tower is actually installed, and are recorded into the software. Furthermore, in an actual installation area, because the installation area range is large, the data value of the topographic map to be processed is large, and therefore, the required topographic contour line data, the tower center coordinate value, the original topographic point coordinate value and the original topographic point elevation value need to be collected by manually selecting an area where the iron tower needs to be placed, and the data are converted into a CAD format and are imported into software. The topographic contour line data is used for reflecting the ground fluctuation and height conditions of an area where the iron tower is actually installed, the tower position center coordinate value is used for calculating 4 tower leg coordinates for a subsequent selected iron tower model device, and the original topographic point coordinate value and the original topographic point elevation value are used for acquiring an X coordinate, a Y coordinate and an elevation value of each tower position range of an area where the iron tower is to be placed.
It should be further noted that step S102 is used to make each to-be-processed topographic map data value into EXCEL table data, so as to facilitate importing into software.
Step S103, generating a reading call instruction, and executing the reading call instruction;
step S104, reading the iron tower model device in the database according to the processed topographic map data;
it should be noted that, when all the topographic map data values to be processed are converted into EXCEL table data, a reading call instruction is generated in the software at this time, so as to read the iron tower model device in the database. The iron tower model device in the database is used for modeling an actual tower type, and various different types of iron tower model devices are stored in the database.
Step S105, respectively calculating root opening values of the iron tower model device, and generating a first tower leg coordinate value, a second tower leg coordinate value, a third tower leg coordinate value and a fourth tower leg coordinate value;
step S106, comparing the first tower leg coordinate value, the second tower leg coordinate value, the third tower leg coordinate value and the fourth tower leg coordinate value with each processed topographic map data value one by one respectively to generate a first tower leg elevation value, a second tower leg elevation value, a third tower leg elevation value and a fourth tower leg elevation value;
step S107, calculating and generating a first height difference value, a second height difference value, a third height difference value and a fourth height difference value according to the first tower leg elevation value, the second tower leg elevation value, the third tower leg elevation value and the fourth tower leg elevation value respectively;
step S108, respectively sending the first height difference value, the second height difference value, the third height difference value and the fourth height difference value to a database;
and step S109, receiving iron tower configuration data of the iron tower model device from the database.
Specifically, in an embodiment, in the step of calculating and generating the first height difference value, the second height difference value, and the third height difference value according to the first tower leg elevation value, the second tower leg elevation value, the third tower leg elevation value, and the fourth tower leg elevation value respectively, the method specifically includes:
and respectively calculating the difference between the first tower leg elevation value and the first tower leg elevation value, the difference between the second tower leg elevation value and the first tower leg elevation value, the difference between the third tower leg elevation value and the first tower leg elevation value and the difference between the fourth tower leg elevation value and the first tower leg elevation value to obtain a first height difference value, a second height difference value, a third height difference value and a fourth height difference value.
It should be noted that the root opening value refers to a distance between tower legs, and one iron tower model device has 4 root opening values. Further, by combining a plurality of tower position center coordinate values and a mathematical formula, calculating X coordinates and Y coordinates of 4 tower legs of the iron tower model device in the database, namely a plurality of first tower leg coordinate values, a plurality of second tower leg coordinate values, a plurality of third tower leg coordinate values and a plurality of fourth tower leg coordinate values, then comparing the X coordinate values with the original topographic point and the Y coordinate values with the original topographic point, finding out the position of a point closest to the X coordinate value of the original topographic point and the Y coordinate value of the original topographic point, reading the original elevation value of the original topographic point, and respectively generating a first tower leg elevation value, a second tower leg elevation value, a third tower leg elevation value and a fourth tower leg elevation value of four tower legs, so that the four tower legs have the X coordinates, the Y coordinates and the Z coordinates. Furthermore, when obtaining the X coordinate, the Y coordinate and the Z coordinate of the four tower legs, the software selects one of the four tower legs having the lowest original height value as a reference, and makes the four tower legs respectively differ from the original height value of the reference to obtain a first height difference value, a second height difference value, a third height difference value and a fourth height difference value, and at the same time, the first height difference value, the second height difference value, the third height difference value and the fourth height difference value are compared with the nearest height leg in the database, and the result is output.
Further, in an embodiment, in the step of performing a preprocessing operation on each to-be-processed topographic map data value to generate a plurality of processed topographic map data values, the following steps are specifically performed:
and comparing the data values of the topographic maps to be processed with a preset standard threshold value one by one, and if the data values of the topographic maps to be processed are the same as the preset standard threshold value, generating a plurality of processed topographic map data values.
It should be noted that the preset standard threshold is a standard topographic map of the actual installation area, and is used for verifying whether the data value of the topographic map to be processed is correct.
Further, in an embodiment, after receiving the tower configuration data from the database, the method further includes the following steps:
generating a label, and binding the label with the iron tower model device;
and comparing the label with a preset iron tower numerical value, and if the label is the same as the preset iron tower numerical value, generating a configuration ending instruction.
It should be noted that, if the iron tower value is preset as the target iron tower data, the target iron tower data may be set manually, and after step 109 is completed, it is determined whether step S105 needs to be repeated. For example, when the target tower data is 50 seats, if the tag is also 50, a configuration end instruction is generated, otherwise, step S105 is repeated.
The method for calculating the configuration of the high and low legs of the iron tower comprises the steps of acquiring a plurality of topographic map data values to be processed through software, counting and processing the plurality of topographic map data values to be processed to generate a plurality of processed topographic map data values, calling corresponding iron tower model devices in a database according to the processed topographic map data values, calculating root opening values of the corresponding iron tower model devices to obtain coordinate values of four tower legs of the corresponding iron tower model devices, comparing the coordinate values of the four tower legs with the processed topographic map data values to obtain elevation values of the four tower legs, performing altitude difference pairing according to the elevation values of the four tower legs to obtain altitude difference values of the four tower legs, and sending the altitude difference values of the four tower legs to the database to obtain configuration data of the high and low legs of the iron tower model devices. So, through above-mentioned mode for the configuration process of whole iron tower height leg is more automatic, and then has improved work efficiency. In addition, the calculation result can be more accurate through a software calculation mode, and the situation of data careless mistakes during calculation can be avoided.
Referring to fig. 2, a computing system 10 for a tower leg configuration includes: the system comprises a collection module 100, an analysis and statistics module 200, an instruction module 300, a reading module 400, a calculation module 500, a comparison module 600, a sending module 700 and a receiving module 800.
The acquisition module 100 is configured to acquire a plurality of topographic map data values to be processed; the analysis and statistics module 200 is configured to perform preprocessing operation on each to-be-processed topographic map data value to generate a plurality of processed topographic map data values; the instruction module 300 is configured to generate a read call instruction and execute the read call instruction; the reading module 400 is configured to read the iron tower model device in the database according to the processed topographic map data table; the calculation module 500 is configured to calculate root opening values of the iron tower model device, respectively, and generate a first tower leg coordinate value, a second tower leg coordinate value, a third tower leg coordinate value, and a fourth tower leg coordinate value, and the calculation module 500 is further configured to calculate and generate a first height difference value, a second height difference value, a third height difference value, and a fourth height difference value according to the first tower leg elevation value, the second tower leg elevation value, the third tower leg elevation value, and the fourth tower leg elevation value, respectively; the comparison module 600 is configured to compare the first tower leg coordinate value, the second tower leg coordinate value, the third tower leg coordinate value, and the fourth tower leg coordinate value with each processed topographic map data value one by one, and generate a first tower leg elevation value, a second tower leg elevation value, a third tower leg elevation value, and a fourth tower leg elevation value; the sending module 700 is configured to send the first height difference value, the second height difference value, the third height difference value, and the fourth height difference value to the database, respectively; the receiving module 800 is configured to receive tower configuration data of a tower model device from a database.
Further, in an embodiment, the iron tower leg configuration computing system 10 further includes a binding module, and the binding module is configured to generate a tag and bind the tag with the iron tower model device.
Further, in an embodiment, the comparison module 600 is further configured to compare the tag with a preset iron tower value.
The system 10 for calculating the configuration of the legs of the iron tower collects a plurality of data values of a topographic map to be processed through a collection module 100 of software, and the data values of the topographic map to be processed are counted and processed through an analysis and statistics module 200 to generate a plurality of processed data values of the topographic map, meanwhile, according to the processed data values of the topographic map, a reading module 400 calls a corresponding iron tower model device in a database, then, a root opening value of the corresponding iron tower model device is calculated through a calculation module to obtain coordinate values of four legs of the corresponding iron tower model device, furthermore, the coordinate values of the four legs of the iron tower are compared with the processed data values of the topographic map to obtain elevation values of the four legs of the iron tower, finally, height difference pairing is carried out according to the elevation values of the four legs of the iron tower to obtain height difference values of the four legs of the iron tower, and the height difference values of the four legs of the iron tower are sent to the database, thereby obtaining the configuration data of the high and low legs of the iron tower model device. So, through above-mentioned mode for the configuration process of whole iron tower height leg is more automatic, and then has improved work efficiency. In addition, the calculation result can be more accurate through a software calculation mode, and the situation of data careless mistakes during calculation can be avoided.
A storage medium, wherein the storage medium stores a plurality of medium instructions, and the instructions are suitable for being loaded by a processor to execute the steps in any method for calculating the configuration of the high and low legs of the iron tower provided by the embodiment of the invention.
Compared with the prior art, the invention has the following advantages:
according to the calculation method, the system and the storage medium for the configuration of the high and low legs of the iron tower, a plurality of topographic map data values to be processed are acquired through software, and to count and process the plurality of to-be-processed topographic map data values to generate a plurality of processed topographic map data values, meanwhile, calling the corresponding iron tower model device in the database according to the processed topographic map data value, then calculating the root opening value of the corresponding iron tower model device to obtain the coordinate values of the four tower legs of the corresponding iron tower model device, comparing the coordinate values of the four tower legs with the processed topographic map data values to obtain elevation values of the four tower legs, finally performing height difference pairing according to the elevation values of the four tower legs to obtain height difference values of the four tower legs, and the height difference values of the four tower legs are sent to a database, so that the iron tower configuration data of the iron tower model device are obtained. So, through above-mentioned mode for the configuration process of whole iron tower height leg is more automatic, and then has improved work efficiency. In addition, the calculation result can be more accurate through a software calculation mode, and the situation of data careless mistakes during calculation can be avoided.
The above embodiments only express several embodiments of the present invention, and the description thereof is more specific and detailed, but not construed as limiting the scope of the present invention. It should be noted that, for a person skilled in the art, several variations and modifications can be made without departing from the inventive concept, which falls within the scope of the present invention. Therefore, the protection scope of the present patent shall be subject to the appended claims.

Claims (10)

1. A calculation method for the configuration of high and low legs of an iron tower is characterized by comprising the following steps:
collecting a plurality of topographic map data values to be processed;
preprocessing each topographic map data value to be processed to generate a plurality of processed topographic map data values;
generating a reading calling instruction, and executing the reading calling instruction;
reading the iron tower model device in the database according to the processed topographic map data;
respectively calculating root opening values of the iron tower model device, and generating a first tower leg coordinate value, a second tower leg coordinate value, a third tower leg coordinate value and a fourth tower leg coordinate value;
respectively comparing the first tower leg coordinate value, the second tower leg coordinate value, the third tower leg coordinate value and the fourth tower leg coordinate value with each processed topographic map data value one by one to generate a first tower leg elevation value, a second tower leg elevation value, a third tower leg elevation value and a fourth tower leg elevation value;
calculating and generating a first height difference value, a second height difference value, a third height difference value and a fourth height difference value according to the first tower leg elevation value, the second tower leg elevation value, the third tower leg elevation value and the fourth tower leg elevation value respectively;
respectively sending the first height difference value, the second height difference value, the third height difference value and the fourth height difference value to the database;
receiving iron tower configuration data of the iron tower model device from the database.
2. The method for calculating the configuration of the high and low legs of the iron tower according to claim 1, wherein the topographic map data value to be processed includes topographic contour line data, a plurality of tower center coordinate values, a plurality of original topographic point coordinate values and a plurality of original topographic point elevation values.
3. The method for calculating the configuration of the high and low legs of the iron tower according to claim 1, wherein in the step of generating a plurality of processed topographic map data values by preprocessing each of the to-be-processed topographic map data values, the following steps are specifically performed:
and comparing the topographic map data values to be processed with a preset standard threshold value one by one, and if the topographic map data values to be processed are the same as the preset standard threshold value, generating a plurality of processed topographic map data values.
4. The method according to claim 1, wherein the processed topographic map data values include an original topographic point X coordinate value, an original topographic point Y coordinate value and an original topographic point coordinate value.
5. The method for calculating the configuration of the high and low legs of the iron tower according to claim 1, wherein after the step of receiving the data from the database of the iron tower configuration, the method further comprises the following steps:
generating a label, and binding the label with the iron tower model device;
and comparing the label with a preset iron tower numerical value, and if the label is the same as the preset iron tower numerical value, generating a configuration ending instruction.
6. The method for calculating the configuration of the legs of the iron tower according to claim 1, wherein in the step of calculating and generating the first height difference value, the second height difference value and the third height difference value according to the first tower leg elevation value, the second tower leg elevation value, the third tower leg elevation value and the fourth tower leg elevation value respectively, the method specifically comprises:
and respectively calculating the difference between the first tower leg elevation value and the first tower leg elevation value, the difference between the second tower leg elevation value and the first tower leg elevation value, the difference between the third tower leg elevation value and the first tower leg elevation value and the difference between the fourth tower leg elevation value and the first tower leg elevation value so as to obtain the first height difference value, the second height difference value, the third height difference value and the fourth height difference value.
7. A calculation system for the configuration of high and low legs of an iron tower is characterized by comprising
The acquisition module is used for acquiring a plurality of topographic map data values to be processed;
the analysis and statistics module is used for carrying out preprocessing operation on the topographic map data values to be processed to generate a plurality of processed topographic map data values;
the instruction module is used for generating a reading calling instruction and executing the reading calling instruction;
the reading module is used for reading the iron tower model device in the database according to the processed topographic map data table;
the calculation module is used for calculating a root opening value of the iron tower model device respectively to generate a first tower leg coordinate value, a second tower leg coordinate value, a third tower leg coordinate value and a fourth tower leg coordinate value, and is also used for calculating and generating a first height difference value, a second height difference value, a third height difference value and a fourth height difference value according to the first tower leg elevation value, the second tower leg elevation value, the third tower leg elevation value and the fourth tower leg elevation value respectively;
a comparison module, configured to compare the first, second, third and fourth tower leg coordinate values with the processed topographic map data values one by one, respectively, to generate a first, second, third and fourth tower leg elevation value
A sending module, configured to send the first height difference value, the second height difference value, the third height difference value, and the fourth height difference value to the database, respectively; and
a receiving module for receiving the tower configuration data of the tower model device from the database.
8. The system for computing iron tower high and low leg configurations of claim 7, further comprising a binding module configured to generate a tag for binding the tag with the iron tower model device.
9. The system according to claim 7, wherein the comparing module is further configured to compare the tag with a preset iron tower value.
10. A storage medium storing a plurality of medium instructions, wherein the instructions are suitable for being loaded by a processor to execute the steps in the method for calculating the configuration of the high and low legs of the iron tower according to claims 1 to 6.
CN202010382402.8A 2020-05-08 2020-05-08 Method and system for calculating high-low leg configuration of iron tower and storage medium Active CN111709115B (en)

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