CN109782225A - A kind of localization method of base station coordinates - Google Patents

A kind of localization method of base station coordinates Download PDF

Info

Publication number
CN109782225A
CN109782225A CN201910047284.2A CN201910047284A CN109782225A CN 109782225 A CN109782225 A CN 109782225A CN 201910047284 A CN201910047284 A CN 201910047284A CN 109782225 A CN109782225 A CN 109782225A
Authority
CN
China
Prior art keywords
measured
base station
coordinate
region
frame
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.)
Granted
Application number
CN201910047284.2A
Other languages
Chinese (zh)
Other versions
CN109782225B (en
Inventor
楼喜中
蒋汝雯
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.)
Shenlan Zhilian Dongguan Intelligent Technology Co ltd
Original Assignee
Hangzhou Microfluorescent 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 Hangzhou Microfluorescent Technology Co Ltd filed Critical Hangzhou Microfluorescent Technology Co Ltd
Priority to CN201910047284.2A priority Critical patent/CN109782225B/en
Publication of CN109782225A publication Critical patent/CN109782225A/en
Application granted granted Critical
Publication of CN109782225B publication Critical patent/CN109782225B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Mobile Radio Communication Systems (AREA)
  • Position Fixing By Use Of Radio Waves (AREA)

Abstract

The present invention relates to a kind of communication base station positioning fields, specifically disclose a kind of localization method of base station coordinates;Include: to be laid out according to base station location, divides one or more regions to be measured, including the first region to be measured;In the described first region to be measured, setting refers to polyhedron, using a vertex with reference on polyhedron as reference point, generates the first reference frame, and calculate coordinate of each vertex with reference on polyhedron in first reference frame;It measures in the described first region to be measured, base station to be measured calculates the coordinate for generating each base station in first reference frame away from the distance with reference to polyhedral each vertex;Reference BTS is set by one of them base station to be measured in the described first region to be measured, and generates the frame of reference by origin of Reference BTS;The localization method of base station coordinates of the invention, accurate positioning, degree of intelligence is high, can automatically generate the positioning layout of more base stations.

Description

A kind of localization method of base station coordinates
Technical field
The present invention relates to a kind of communication base station positioning fields, and in particular to a kind of localization method of base station coordinates.
Background technique
At present in the construction of actual base station, base station is positioned, mainly measures base station one by one by manpower X, Y, Z coordinate, this method is less scientific, and difficulty of construction is big, is that the distribution of tested base station is not necessarily and is in rectangle first On position, it may be possible to be distributed on a series of irregular curved surfaces, at this time, the space coordinate of hand dipping base station may have How great error, while its workload also can not look down upon, such as point except partition wall or the visual field measure its X, and Y value is more Number can only use multiple stacking, establish the mode of intermediate point constantly to measure, not only precision is difficult to ensure, but also to constructor The patience of member and competency profiling are high.This influence to construction quality is very big.
Summary of the invention
The purpose of the present invention is to provide a kind of accurate positioning, degree of intelligence is high, can automatically generate the positioning side of more base stations Method.
Above-mentioned purpose is achieved by the following technical solution: a kind of localization method of base station coordinates, comprising: according to base Station location layout divides one or more regions to be measured, including the first region to be measured;In the described first region to be measured, setting With reference to polyhedron, using a vertex with reference on polyhedron as reference point, the first reference frame is generated, and calculate institute State the coordinate with reference to each vertex on polyhedron in first reference frame;It measures in the described first region to be measured, Base station to be measured calculates away from the distance with reference to polyhedral each vertex and generates each base station in first reference coordinate Coordinate in system;Reference BTS is set by one of them base station to be measured in the described first region to be measured, and with Reference BTS The frame of reference is generated for origin;It calculates and generates in base station to be measured, coordinate of each base station in first frame of reference.
The localization method of base station coordinates of the invention can be automatically generated by the way that region to be measured is arranged and refers to polyhedron The coordinate of each base station in the space of base station can also complete perfect of base station and map by coordinate translation and coordinate rotation Match.It indiscriminate can be laid out when cloth base station, the coordinate information of all base stations is automatically generated after cloth is complete, passes through these Coordinate information draws base station plan view.
Detailed description of the invention
Fig. 1 shows a kind of flow diagram of the first embodiment of the localization method of base station coordinates of the invention;
Fig. 2 shows a kind of signals of the process of the step 2 of the first embodiment of the localization method of base station coordinates of the invention Figure;
Fig. 3 shows a kind of process signal of the step 3 of the first embodiment of the localization method of base station coordinates of the invention Figure;
The structure that Fig. 4 shows a kind of region to be measured of the first embodiment of the localization method of base station coordinates of the invention is shown It is intended to;
Fig. 5 shows a kind of polyhedral structure of reference of the first embodiment of the localization method of base station coordinates of the invention Schematic diagram;
Fig. 6 shows a kind of flow diagram of the second embodiment of the localization method of base station coordinates of the invention;
The structure that Fig. 7 shows a kind of region to be measured of the second embodiment of the localization method of base station coordinates of the invention is shown It is intended to;
Fig. 8 shows a kind of process signal of the step 9 of the second embodiment of the localization method of base station coordinates of the invention Figure;
Fig. 9 shows a kind of flow diagram of the 3rd embodiment of the localization method of base station coordinates of the invention;
The process that Figure 10 shows a kind of step 10 of the 3rd embodiment of the localization method of base station coordinates of the invention is shown It is intended to;
Figure 11 shows a kind of flow diagram of the fourth embodiment of the localization method of base station coordinates of the invention;
The process that Figure 12 shows a kind of step 11 of the fourth embodiment of the localization method of base station coordinates of the invention is shown It is intended to;
Figure 13 shows a kind of structural representation of the reference polyhedron self-correcting of the localization method of base station coordinates of the invention Figure;
In Figure of description, S represents step, if S1 is step 1.
Specific embodiment
In the description of the present invention, it is also necessary to which explanation is unless specifically defined or limited otherwise, term " setting ", " installation ", " connected ", " connection " shall be understood in a broad sense, for example, it may be fixedly connected, may be a detachable connection or one Connect to body;It can be mechanical connection, be also possible to be electrically connected;It can be directly connected, it can also be indirect by intermediary It is connected, can be the connection inside two elements.For the ordinary skill in the art, on being understood with concrete condition State the concrete meaning of term in the present invention.
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other Embodiment shall fall within the protection scope of the present invention.
First embodiment
As shown in Figure 1, the flow diagram of the first embodiment for a kind of localization method of base station coordinates of the invention;This In embodiment, including
Step 1: being laid out according to base station location, divide one or more regions to be measured, including the first region to be measured;
Step 2: in the described first region to be measured, setting refers to polyhedron, with a top with reference on polyhedron Point is reference point, generates the first reference frame, and calculates each vertex with reference on polyhedron in first ginseng Examine the coordinate in coordinate system;
As shown in Fig. 2, the process for a kind of step 2 of the first embodiment of the localization method of base station coordinates of the invention is shown It is intended to;As shown in figure 4, the structure for a kind of region to be measured of the first embodiment of the localization method of base station coordinates of the invention is shown It is intended to;As shown in figure 5, the polyhedral structure of reference of the first embodiment for a kind of localization method of base station coordinates of the invention Schematic diagram;
In the present embodiment, illustratively, the reference polyhedron is tetrahedron, and the tetrahedron is equilateral tetrahedron, packet Include tetra- vertex S1, S2, S3 and S4;This step includes:
Step S21: setting S1 is reference point, and a line where the S1 is tightly overlapped with laser designation line;
Step S22: the plane where the side that setting is tightly overlapped with laser designation line is horizontal plane;
Step S23: the coordinate of setting vertex S1 is (0,0,0), generates the first reference frame;According to the equilateral four sides The coordinate on tri- vertex S2, S3 and S4 is calculated in the side length of body.
The equilateral tetrahedral side length is 1 as a preferred technical solution, and calculating B point coordinate according to algorithm isC point coordinate is (2,0,0), and D point coordinate is
As shown in figure 3, the process for a kind of step 3 of the first embodiment of the localization method of base station coordinates of the invention is shown It is intended to;In the present embodiment, step 3: in measurement first region to be measured, base station to be measured refers to polyhedral each top away from described The distance of point, and calculate the coordinate for generating each base station in first reference frame;
This step includes: step 31: distance of the base station away from S1, S2, S3 and S4 point in measurement first region to be measured It Wei not a, b, c, d;
Step 32: coordinate of the base station in first reference frame is set as (x, y, z), and x is calculated according to equation group, The value of y, z;
The equation group are as follows:
a2=x2+y2+z2 (1)
c2=(x-2)2+y2+z2 (3)
Arithmetical solution are as follows:
According to position of the base station in first reference frame, it is known that z value is positive number or negative.
Therefore, it by above-mentioned formula, can calculate in the reference frame using S1 as reference point, base station An's to be measured Coordinate (xn, yn, zn).
Step 4: setting Reference BTS for one of them base station to be measured in the described first region to be measured, and with benchmark base It stands and generates the frame of reference for origin;Illustratively, in the present embodiment, it is benchmark base station that the base station A1, which is arranged, is generated with A1 Base station is the frame of reference of origin, and in the frame of reference, the coordinate of the base station A1 is (0,0,0);
Illustratively, measure the base station A1 in first region to be measured distance a1, b1, c1 away from S1, S2, S3 and S4 and d1;According to formula (1), (2), (3) and (4), the coordinate for calculating the base station A1 is (x1, y1, z1);
Measure the base station An in the described first region to be measured distance an, bn, cn and dn away from S1, S2, S3 and S4;According to public affairs Formula (1), (2), (3) and (4), the coordinate for calculating the base station An is (xn, yn, zn).
Step 5: it calculates and generates in base station to be measured, coordinate of each base station in the frame of reference.
In the present invention, in reference frame, the coordinate of A1 is (x1, y1, z1), and in the frame of reference, the seat of A1 It is designated as (0,0,0);After calculating coordinate (xn, yn, zn) of the base station An to be measured in reference frame, according in first ginseng The coordinate (x1, y1, z1) of the base station A1 in coordinate system and the coordinate (xn, yn, zn) of the base station An are examined, An base is calculated by the following formula The coordinate stood in the frame of reference:
An=(xn-x1,yn-y1,zn-z1) (5)。
Second embodiment
A place may include multi-satellite, and a tetrahedron disposably can not all provide all co-ordinates of satellite, It so just needs to measure the co-ordinates of satellite of different zones respectively, then by coordinate translation, the co-ordinates of satellite in other regions is returned Under the coordinate system in one to the first region.
As Fig. 6 shows a kind of flow diagram of the second embodiment of the localization method of base station coordinates of the invention;Such as It is a kind of structural schematic diagram sheet in the region to be measured of the second embodiment of the localization method of base station coordinates of the invention shown in Fig. 7 In embodiment, step 1 to step 5 is identical as the correspondence step of first embodiment;It is described according to base station location cloth in the present embodiment The step of office, division one or more region to be measured includes: according to the location layout of base station to be measured, in the described first region to be measured On the basis of, extend the region to be measured of division second, third region to be measured to the region to be measured N;First region to be measured, second to Survey region, third region to be measured to the region to be measured N is successively disposed adjacent;Preferably, in per two adjacent regions to be measured, until Less include the base station of two coincidences: first is overlapped base station and the second coincidence base station, and the base station of the coincidence is adjacent simultaneously In two regions to be measured.
After the step 5, further includes:
Step 6: being moved in translation the reference polyhedron into n-th region to be measured;
In this step, when positive tetrahedron is moved to next measured zone, it must be noted that the problem of be, such as When tetrahedron is translated along X-axis, the side where S1 must be strictly overlapped with laser designation line, at the same require be mounted on AC arm and Horizontal ruler on BC arm keeps horizontality.Because practical place is likely to occur curved surface, the irregular place such as broken line, preferably in advance Auxiliary line is first carried out into the position for preparing to place positive tetrahedron, considers (three mobile, triangle horizontal operation platform of production one Angle is adjustable, it is ensured that the tetrahedron being placed on platform is in a vertical state), tetrahedron is placed on levelling bench and can greatly speed up Locating speed and precision.
Step 7: in the region to be measured N, using a vertex with reference on polyhedron as reference point, generating the N reference frame, and calculate the coordinate of each vertex in the N reference frame with reference on polyhedron;This Step is identical as the Method And Principle of the step 2 of first embodiment.
Step 8: in the measurement region to be measured N, base station to be measured away from the distance with reference to polyhedral each vertex, And calculate the coordinate for generating each base station in the N reference frame;The method of the step 3 of this step and first embodiment Principle is identical.
Step 9: according to it is described with reference to polyhedron from the first region to be measured be moved in translation to the translation in the region to be measured N away from From calculating generates coordinate of the website to be measured in the frame of reference in the region to be measured N.
As shown in figure 8, the process for a kind of step 9 of the second embodiment of the localization method of base station coordinates of the invention is shown It is intended to;
This step includes: step 91: being calculated in first region to be measured, polyhedral reference point S1 is in base for the reference Coordinate (x0, y0, z0) in conventional coordinates;
Step 92: it calculates after being moved in translation the reference polyhedron to the region to be measured N, it is described to refer to polyhedral ginseng Coordinate (x0 ', y0 ', z0 ') of the examination point S1 in the frame of reference
Step 93: obtain according in step 8, the base station An in the region to be measured N in the region to be measured N the Coordinate An (xn, yn, zn) in N reference frame;
Step 94: according to the following formula, calculating coordinate of the base station An in the frame of reference in the region to be measured N (xn’、yn’、zn’):
3rd embodiment
As shown in figure 9, the flow diagram of the 3rd embodiment for a kind of localization method of base station coordinates of the invention;This In embodiment, step 1 to step 9 is identical as the corresponding Principle Method of step of embodiment two, and in the present embodiment, error analysis is added And modified function.
Step 10: in previous region to be measured, obtaining described second and be overlapped coordinate of the base station in the frame of reference;Rear In one region to be measured, the relative position that base station is overlapped base station relative to first is overlapped according to described second and calculates the second coincidence base station Coordinate in the frame of reference;If the calculated coordinate difference of two ways is greater than default error threshold, correct with reference to more The position of face body, is recalculated.
It as shown in Figure 10, is a kind of process of the step 10 of the 3rd embodiment of the localization method of base station coordinates of the invention Schematic diagram;
The step 10 includes:
Step 101: obtaining in previous region to be measured, first, which is overlapped base station and second, is overlapped the seat in the frame of reference Mark B1;
Step 102: being overlapped the position that base station is overlapped base station relative to first according to second, calculate the second coincidence base station and exist Coordinate B2 ' in the frame of reference;
Step 103: respectively on three directions of the frame of reference, coordinate B2 and step 103 that obtaining step 102 calculates Coordinate B2 ' the difference of calculating;
Step 104: being preset if any one or more in the difference on three directions of the frame of reference are greater than Error threshold, then adjust described with reference to polyhedron, recalculates the coordinate of website to be measured in the region to be measured N.
Illustratively, the first region to be measured of setting includes base station A1, A2, A3, A4, A5, this six base stations A6, with first to Survey the second adjacent region to be measured of region, including base station A5, A6, A7, A8, A 9, six base stations A10;A1, A2, A3, A4, A5, The coordinate of this six base stations A6 is all it is known that be A1(x1,y1,z1),, A5(x5,y5,z5), A6(x6,y6,z6);Wherein on the basis of A1 The frame of reference is established in base station;
In the second region to be measured, after translating referring now to polyhedron, it is moved to the position T ', can be calculated with meter A5, A6, A7, A8, A9, A 10 is denoted as A' relative to polyhedral coordinate after translation5(x'5,y'5,z'5) and A'6(x'6,y '6,z'6) ... .., algorithm is as in embodiment two.
Since A5 and A6 is to be overlapped base station, while being in the first region to be measured and the second region to be measured, A5 can be calculated and existed Coordinate A in the frame of reference5(x5,y5,z5), coordinate A of the A6 in the frame of reference6(x6,y6,z6)。
Enable A5(x5,y5,z5)=A'5(x'5,y'5,z'5), because we put second it is tetrahedral when maintain four The depth of parallelism of the coordinate system of face body can be converted into A6 on the coordinate in the frame of reference by base station A5:During practice,With A6It may be to have error.Introduce one A judgement,With A6Between, the error distance in tri- directions X, Y, Z, if it is greater than 15cm, system provides alarm, it is desirable that weight It surveys, difference can be reduced by adjusting the posture of positive tetrahedron.
Fourth embodiment
Building is not necessarily due south due north direction sometimes, and map is substantially up north and down south left west and right east Direction, for the continuity of map, it is also necessary to it is primary rotationally-varying, the coordinate system of base station is become into direction identical with map, After the angle γ of the Y-direction of the due north and our base stations that find map, it can calculate.
It as shown in figure 11, is a kind of flow diagram of the fourth embodiment of the localization method of base station coordinates of the invention; In the present embodiment, step 1 to step 10 is identical as the Principle Method of correspondence step of 3rd embodiment, as shown in figure 12, for this A kind of flow diagram of the step 11 of the fourth embodiment of the localization method of base station coordinates of invention;
Step 11: according to the angle of coordinate direction and coordinate direction in map setting in base station coordinates system, by base to be measured It stands and is converted into the coordinate value in map setting in the coordinate in the frame of reference;
The step 11 includes:
Step 111: obtaining the direct north in map setting, the angle γ between the Y-direction in the frame of reference;
Step 112: according to the following formula, the coordinate in the frame of reference being converted into the coordinate in map setting Value;
Wherein, (x, y, z) is coordinate value of the base station to be measured in the frame of reference;(x ', y ', z ') is to be converted into Coordinate value in map setting.
As shown in figure 13, the structure for a kind of reference polyhedron self-correcting of the localization method of base station coordinates of the invention is shown It is intended to;In the present invention, self-correcting can also be carried out to reference polyhedron, such as place positive tetrahedron in the horizontal plane, positive four sides Three points of the bottom surface of body have three stringent isometric spokes to intersect at a point, and draw a perpendicular to bottom surface from A point.First AC Point strictly coincides with laser designation line, then by adjusting the height adjustment levels face of the point of bottom surface 3 of positive tetrahedron, makes vertical The intersection point of stringent three spokes of face of line.
Or a laser pen is inlayed at the tip of plumb line.The central point of three spokes intersection does a solid cylinder, so The through-hole of a diameter 1mm (or 2mm) is bored on cylinder afterwards, sets a photoelectric coupling switch below through-hole, when detecting light When illustrate that positive tetrahedron is vertical, provide the prompt of OK.It is perpendicular to illustrate that positive tetrahedron is not located in if it can't detect light Histogram to, need to continue adjust levelling bench three angles to ensure that tetrahedron is in a vertical state.
The localization method of base station coordinates of the invention can be automatically generated by the way that region to be measured is arranged and refers to polyhedron The coordinate of each base station in the space of base station can also complete perfect of base station and map by coordinate translation and coordinate rotation Match.It indiscriminate can be laid out when cloth base station, the coordinate information of all base stations is automatically generated after cloth is complete, passes through these Coordinate information draws base station plan view.
The foregoing is only a preferred embodiment of the present invention, is not intended to restrict the invention, although referring to aforementioned reality Applying example, invention is explained in detail, for those skilled in the art, still can be to aforementioned each implementation Technical solution documented by example is modified or equivalent replacement of some of the technical features, all in essence of the invention Within mind and principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.

Claims (10)

1. a kind of localization method of base station coordinates, the localization method include:
Step 1: being laid out according to base station location, divide one or more regions to be measured, including the first region to be measured;
Step 2: in the described first region to be measured, setting refers to polyhedron, is with a vertex with reference on polyhedron Reference point generates the first reference frame, and calculates each vertex with reference on polyhedron described first with reference to seat Coordinate in mark system;
Step 3: in measurement first region to be measured, base station to be measured away from the distance with reference to polyhedral each vertex, and Calculate the coordinate for generating each base station in first reference frame;
Step 4: setting Reference BTS for one of them base station to be measured in the described first region to be measured, and be with Reference BTS Origin generates the frame of reference;
Step 5: it calculates and generates in base station to be measured, coordinate of each base station in first frame of reference.
2. localization method according to claim 1, which is characterized in that
Described to be laid out according to base station location, the step of dividing one or more regions to be measured, includes:
According to the location layout of base station to be measured, on the described first region base to be measured, extend the region to be measured of division second, third Region to be measured to the region to be measured N;First region to be measured, the second region to be measured, third region to be measured to the region to be measured N Successively it is disposed adjacent;
After the step 5, further includes:
Step 6: being moved in translation the reference polyhedron into n-th region to be measured;
Step 7: in the region to be measured N, using a vertex with reference on polyhedron as reference point, generating N ginseng Coordinate system is examined, and calculates the coordinate of each vertex in the N reference frame with reference on polyhedron;
Step 8: in the measurement region to be measured N, base station to be measured is counted away from the distance with reference to polyhedral each vertex Calculate the coordinate for generating each base station in the N reference frame;
Step 9: being moved in translation from the first region to be measured to the translation distance in the region to be measured N, meter according to described with reference to polyhedron Calculate the coordinate for generating the website to be measured in the region to be measured N in the frame of reference.
3. localization method according to claim 2, which is characterized in that in per two adjacent regions to be measured, include at least The base stations of two coincidences: first is overlapped base station and second is overlapped base station, the base station of the coincidence be in simultaneously adjacent two to It surveys in region.
4. localization method according to claim 1 or 2, which is characterized in that the polyhedron that refers to is tetrahedron, and described four Face body is equilateral tetrahedron, including tetra- vertex S1, S2, S3 and S4;
It is described using a vertex with reference on polyhedron as reference point, generate the first reference frame the step of include:
Step S21: setting S1 is reference point, and a line where the S1 is tightly overlapped with laser designation line;
Step S22: the plane where the side that setting is tightly overlapped with laser designation line is horizontal plane;
Step S23: the coordinate of setting vertex S1 is (0,0,0), generates the first reference frame;According to described equilateral tetrahedral The coordinate on tri- vertex S2, S3 and S4 is calculated in side length.
5. localization method according to claim 4, which is characterized in that the equilateral tetrahedral side length is 1, according to algorithm Calculating B point coordinate isC point coordinate is (2,0,0), and D point coordinate is
In measurement first region to be measured, base station to be measured is counted away from the distance with reference to polyhedral each vertex The step of calculating the coordinate for generating each base station in first reference frame include:
Step 31: distance of the base station away from S1, S2, S3 and S4 in measurement first region to be measured is respectively a, b, c, d;
Step 32: setting coordinate of the base station in first reference frame as (x, y, z), x, y, z are calculated according to equation group Value;
The equation group are as follows:
a2=x2+y2+z2 (1)
c2=(x-2)2+y2+z2 (3)
Arithmetical solution are as follows:
According to position of the base station in first reference frame, it is known that z value is positive number or negative.
6. localization method according to claim 5, which is characterized in that
Measure the base station A1 in the described first region to be measured distance a1, b1, c1 and d1 away from S1, S2, S3 and S4;According to formula (1), (2), (3) and (4), the coordinate for calculating the base station A1 is (x1, y1, z1);
Measure the base station An in the described first region to be measured distance an, bn, cn and dn away from S1, S2, S3 and S4;According to formula (1), (2), (3) and (4), the coordinate for calculating the base station An is (xn, yn, zn);
Described one of them base station to be measured by the described first region to be measured is set as Reference BTS, and is original with Reference BTS Putting the step of generating the frame of reference includes:
It is benchmark base station that the base station A1, which is arranged, is generated using the base station A1 as the frame of reference of origin, in the frame of reference, institute The coordinate for stating the base station A1 is (0,0,0).
7. localization method according to claim 6, which is characterized in that the calculating simultaneously generates in base station to be measured, Mei Geji Stand the coordinate in the frame of reference the step of include:
According to the coordinate (xn, yn, zn) of the coordinate (x1, y1, z1) of the base station A1 and the base station An in first reference frame, It is calculated by the following formula coordinate of the base station An in the frame of reference:
An=(xn-x1,yn-y1,zn-z1) (5)。
8. localization method according to claim 7, which is characterized in that
It is described to be moved in translation from the first region to be measured to the translation distance in the region to be measured N according to described with reference to polyhedron, it calculates The step of generating coordinate of the website to be measured in the region to be measured N in the frame of reference include:
Step 91: calculating in first region to be measured, the seat with reference to polyhedral reference point S1 in the frame of reference It marks (x0, y0, z0);
Step 92: it calculates after being moved in translation the reference polyhedron to the region to be measured N, it is described to refer to polyhedral reference point Coordinate (x0 ', y0 ', z0 ') of the S1 in the frame of reference
Step 93: obtaining according in step 8, join in N of the base station An in the region to be measured N in the region to be measured N Examine the coordinate An (xn, yn, zn) in coordinate system;
Step 94: according to the following formula, calculate base station An in the region to be measured N in the frame of reference coordinate (xn ', yn’、zn’):
9. localization method according to claim 7, which is characterized in that described first, which is overlapped base station and described second, is overlapped base It stands while in two regions to be measured, previous region to be measured and latter region to be measured, the localization method further include:
Step 10: in previous region to be measured, obtaining described second and be overlapped coordinate of the base station in the frame of reference;It is latter to It surveys in region, is overlapped the relative position that base station is overlapped base station relative to first according to described second and calculates the second coincidence base station in base Coordinate in conventional coordinates;If the calculated coordinate difference of two ways is greater than default error threshold, correct with reference to polyhedron Position, recalculate;
The step 10 includes:
Step 101: obtaining in previous region to be measured, first, which is overlapped base station and second, is overlapped the coordinate in the frame of reference B1;
Step 102: being overlapped the position that base station is overlapped base station relative to first according to second, calculate the second coincidence base station in benchmark Coordinate B2 ' in coordinate system;
Step 103: respectively on three directions of the frame of reference, the coordinate B2 and step 103 that obtaining step 102 calculates are calculated Coordinate B2 ' difference;
Step 104: if any one or more in the difference on three directions of the frame of reference are greater than default error Threshold value, then adjust described with reference to polyhedron, recalculates the coordinate of website to be measured in the region to be measured N.
10. localization method according to claim 5, which is characterized in that the localization method further include:
Step 11: according to the angle of coordinate direction and coordinate direction in map setting in base station coordinates system, base station to be measured being existed Coordinate in the frame of reference is converted into the coordinate value in map setting;
The step 11 includes:
Step 111: obtaining the direct north in map setting, the angle γ between the Y-direction in the frame of reference;
Step 112: according to the following formula, the coordinate in the frame of reference being converted into the coordinate value in map setting;
Wherein, (x, y, z) is coordinate value of the base station to be measured in the frame of reference;(x ', y ', z ') is to be converted into map Coordinate value in setting.
CN201910047284.2A 2019-01-18 2019-01-18 Method for positioning coordinates of base station Active CN109782225B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910047284.2A CN109782225B (en) 2019-01-18 2019-01-18 Method for positioning coordinates of base station

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910047284.2A CN109782225B (en) 2019-01-18 2019-01-18 Method for positioning coordinates of base station

Publications (2)

Publication Number Publication Date
CN109782225A true CN109782225A (en) 2019-05-21
CN109782225B CN109782225B (en) 2021-04-16

Family

ID=66501580

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910047284.2A Active CN109782225B (en) 2019-01-18 2019-01-18 Method for positioning coordinates of base station

Country Status (1)

Country Link
CN (1) CN109782225B (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110830907A (en) * 2019-10-29 2020-02-21 中煤科工集团重庆研究院有限公司 Coal mine underground UWB positioning base station coordinate positioning method
CN110996330A (en) * 2019-11-29 2020-04-10 腾讯科技(深圳)有限公司 Base station installation method and device, electronic equipment and storage medium
CN111988843A (en) * 2020-08-12 2020-11-24 中国计量大学 Base station self-calibration method
WO2021031158A1 (en) * 2019-08-21 2021-02-25 深圳市大疆创新科技有限公司 Positioning system and method for movable object, movable object, and storage medium
CN112763973A (en) * 2020-12-11 2021-05-07 上海笃一物联科技有限公司 TOF three-dimensional positioning method and system based on multi-base-station slope screening
CN114339827A (en) * 2021-12-02 2022-04-12 中国联合网络通信集团有限公司 Method and device for calibrating longitude and latitude of base station
WO2023216645A1 (en) * 2022-05-09 2023-11-16 中兴通讯股份有限公司 Indoor base station location calibration method and device, storage medium, and electronic device

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2362229A1 (en) * 1973-12-14 1975-06-26 Zoran Dipl Ing Sonc Quadraphonic sound recording and reproduction system - uses for four microphones positioned at left, right, back and up
CN1864077A (en) * 2003-10-08 2006-11-15 皮埃尔·考夫曼 Geographic and space positioning system and process
CN103064061A (en) * 2013-01-05 2013-04-24 河北工业大学 Sound source localization method of three-dimensional space
CN103152818A (en) * 2013-01-28 2013-06-12 中北大学 Distributed sensor self-positioning system based on node cluster and positioning method
CN105246065A (en) * 2015-11-18 2016-01-13 广东南方通信建设有限公司 Antenna lobe pattern data processing method
CN105446350A (en) * 2014-09-26 2016-03-30 科沃斯机器人有限公司 Movement boundary delimitation method of mobile robot
CN105611623A (en) * 2015-09-18 2016-05-25 宇龙计算机通信科技(深圳)有限公司 Positioning method of mobile terminal and positioning device
CN106646380A (en) * 2016-12-28 2017-05-10 北京凌宇智控科技有限公司 Multiple-base-station spatial positioning method and multiple-base-station spatial positioning system
CN108347733A (en) * 2017-12-13 2018-07-31 杭州容大智造科技有限公司 A kind of base station Dynamic Deployment System and method based on Crowds Distribute

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2362229A1 (en) * 1973-12-14 1975-06-26 Zoran Dipl Ing Sonc Quadraphonic sound recording and reproduction system - uses for four microphones positioned at left, right, back and up
CN1864077A (en) * 2003-10-08 2006-11-15 皮埃尔·考夫曼 Geographic and space positioning system and process
CN103064061A (en) * 2013-01-05 2013-04-24 河北工业大学 Sound source localization method of three-dimensional space
CN103152818A (en) * 2013-01-28 2013-06-12 中北大学 Distributed sensor self-positioning system based on node cluster and positioning method
CN105446350A (en) * 2014-09-26 2016-03-30 科沃斯机器人有限公司 Movement boundary delimitation method of mobile robot
CN105611623A (en) * 2015-09-18 2016-05-25 宇龙计算机通信科技(深圳)有限公司 Positioning method of mobile terminal and positioning device
CN105246065A (en) * 2015-11-18 2016-01-13 广东南方通信建设有限公司 Antenna lobe pattern data processing method
CN106646380A (en) * 2016-12-28 2017-05-10 北京凌宇智控科技有限公司 Multiple-base-station spatial positioning method and multiple-base-station spatial positioning system
CN108347733A (en) * 2017-12-13 2018-07-31 杭州容大智造科技有限公司 A kind of base station Dynamic Deployment System and method based on Crowds Distribute

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
何照才: "《光学测量***》", 31 January 2002 *
孙昊 等: "正四面体麦克风阵列声源定位模型研究", 《计算机仿真》 *

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021031158A1 (en) * 2019-08-21 2021-02-25 深圳市大疆创新科技有限公司 Positioning system and method for movable object, movable object, and storage medium
CN110830907A (en) * 2019-10-29 2020-02-21 中煤科工集团重庆研究院有限公司 Coal mine underground UWB positioning base station coordinate positioning method
CN110996330A (en) * 2019-11-29 2020-04-10 腾讯科技(深圳)有限公司 Base station installation method and device, electronic equipment and storage medium
CN110996330B (en) * 2019-11-29 2022-08-12 腾讯科技(深圳)有限公司 Base station installation method and device, electronic equipment and storage medium
CN111988843A (en) * 2020-08-12 2020-11-24 中国计量大学 Base station self-calibration method
CN112763973A (en) * 2020-12-11 2021-05-07 上海笃一物联科技有限公司 TOF three-dimensional positioning method and system based on multi-base-station slope screening
CN114339827A (en) * 2021-12-02 2022-04-12 中国联合网络通信集团有限公司 Method and device for calibrating longitude and latitude of base station
CN114339827B (en) * 2021-12-02 2023-05-02 中国联合网络通信集团有限公司 Base station longitude and latitude calibration method and device
WO2023216645A1 (en) * 2022-05-09 2023-11-16 中兴通讯股份有限公司 Indoor base station location calibration method and device, storage medium, and electronic device

Also Published As

Publication number Publication date
CN109782225B (en) 2021-04-16

Similar Documents

Publication Publication Date Title
CN109782225A (en) A kind of localization method of base station coordinates
CN107167790B (en) A kind of two step scaling method of laser radar based on Calibration Field
CN105136054B (en) The fine deformation monitoring method of structures and system based on Three Dimensional Ground laser scanning
CN110285827B (en) Distance-constrained photogrammetry high-precision target positioning method
CN105424058B (en) Digital camera projection centre position method for precisely marking based on photogrammetric technology
CN110440743A (en) A kind of tunnel deformation monitoring method, system, medium and equipment based on baseline
CN106840129A (en) A kind of quick measurement subway segment central three-dimensional sits calibration method
US20190186913A1 (en) Method for verifying accuracy of rtk tilt compensation measurement
CN108827230A (en) A kind of ultra-wide waters Precision River-Crossing Leveling device and method
CN103292795A (en) A method for accurate measurement by using dual prisms, and a measuring rod
CN113009459A (en) Space calibration method of two-dimensional laser range finder rotating three-dimensional measurement system
CN108458710B (en) Pose measuring method
CN107014329B (en) 3D Calibration Field for portable articulated coordinate machine error calibration
CN101266153B (en) Mapping engineering top total station accuracy assessment method
TWI718380B (en) A method for judging the position of discontinuous surface of rock by using point cloud
CN112697060B (en) Underground cavern deformation monitoring method and system
CN108645392A (en) A kind of camera Installation posture calibration method and device
CN110779503B (en) Three-dimensional precision control network measuring method
JP6431995B2 (en) Improved portable prism receiver, improved portable GPS receiver, and surveying method using the same
CN106181027A (en) Laser welding system verticality adjusting method and laser welding head unit
CN108955629A (en) A kind of antenna attitude accuracy measurement system and measurement method
JP2024041341A (en) Position accuracy evaluation method
CN210154519U (en) Rock mass structural plane spatial position measuring device
CN109520522A (en) A kind of control point determination of stability method based on threedimensional baseline
CN209763977U (en) blast hole pore-forming quality detection device

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20240129

Address after: Room 401, Building 4, No. 95 Jiaoping Road, Tangxia Town, Dongguan City, Guangdong Province, 523000

Patentee after: Shenlan Zhilian (Dongguan) Intelligent Technology Co.,Ltd.

Country or region after: China

Address before: Room 420, 4th Floor, Building 1, No. 252 Wantang Road, Xihu District, Hangzhou City, Zhejiang Province, China, 310012

Patentee before: HANGZHOU WEIYING TECHNOLOGY Co.,Ltd.

Country or region before: China

TR01 Transfer of patent right