JPS5942410A - Self-position calculating method - Google Patents

Self-position calculating method

Info

Publication number
JPS5942410A
JPS5942410A JP15312282A JP15312282A JPS5942410A JP S5942410 A JPS5942410 A JP S5942410A JP 15312282 A JP15312282 A JP 15312282A JP 15312282 A JP15312282 A JP 15312282A JP S5942410 A JPS5942410 A JP S5942410A
Authority
JP
Japan
Prior art keywords
point
self
equation
measured
chord
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.)
Pending
Application number
JP15312282A
Other languages
Japanese (ja)
Inventor
Masayuki Tanaka
雅之 田中
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.)
NEC Corp
Original Assignee
NEC Corp
Nippon Electric 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 NEC Corp, Nippon Electric Co Ltd filed Critical NEC Corp
Priority to JP15312282A priority Critical patent/JPS5942410A/en
Publication of JPS5942410A publication Critical patent/JPS5942410A/en
Pending legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C21/00Navigation; Navigational instruments not provided for in groups G01C1/00 - G01C19/00
    • G01C21/04Navigation; Navigational instruments not provided for in groups G01C1/00 - G01C19/00 by terrestrial means

Abstract

PURPOSE:To confirm a self-position by only a measured angle, by selecting in advance three target spots whose position is known, deriving an azimuth of said three target spots seen from the self-position, and calculating the self-position by trigonometry basing on the obtained azimuth. CONSTITUTION:A point O, a point A and a point B show three points whose position on the map is definite. A point P shows a present spot of a running car of a moving radar. From this present spot P, angles theta1, theta2 between the point O, and the point A and the point B are measured by a telescope. Subsequently, when a circumscribed circle of DELTAOPA and DELTAOPB is considered, the center angle against a chord OA and a chord OB is two times of a measured angle. Accordingly, when positions of the point O, the point A and the point B are already known, the center coordinate of the circumscribed circle is calculated and an equation is led.

Description

【発明の詳細な説明】 本発明は測角のみによシ自己位置を算出する方法に関す
る。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method of calculating self-position only by angle measurement.

従来、例えば移動用レーダ装置の自己位置を確詮すると
き磁石による方位情報と走行距離計および巻尺等による
距11+1情報を必要とするため、時間および人手を非
常に要した。また磁石は地磁りの彩管を受け、走行距離
計は計器誤差を生じるため自己位置が正確に確認できな
かった。
Conventionally, for example, when confirming the self-position of a mobile radar device, azimuth information from a magnet and distance 11+1 information from an odometer, a tape measure, etc. are required, which requires a great deal of time and manpower. In addition, the magnet was subject to the earth's magnetic field, and the odometer had an error, making it impossible to accurately confirm its position.

本発明は、磁石等から生じる誤差および巻尺を使用する
時間のロスを解決することができる、幾何学的定理を応
用した側角のみにより自己位置を@f、=する方決を提
供するものである。
The present invention provides a method for determining the self-position using only side angles by applying geometric theorems, which can solve the errors caused by magnets and the time loss of using a tape measure. be.

本発明を、移動用レーダ装置に適用することによって、
従来の磁石、走行距離計2巻尺から自己位置を確82.
 シていた方法から地図上の既知の3点の角度のみを測
定する方法に変え、自己位置を容易に、かつ正確に算出
することができる。
By applying the present invention to a mobile radar device,
Determine your location from a conventional magnet, odometer, 2 tape measures 82.
By changing from the previous method of measuring only the angles of three known points on the map, it is possible to easily and accurately calculate one's own position.

次に本発明の実施例について図面を参照して説明する。Next, embodiments of the present invention will be described with reference to the drawings.

図に示す0点、A点およびB点は地図上のたとえは山頂
あるいは炉台のように位置が明確になっている3点を表
わす。またP点は移動用レーダの走行車の現在地点を表
わす。この現在:1ltt+5点から望遠鏡によって0
点、A点およびB点Njの角度θl。
Point 0, point A, and point B shown in the figure represent three points whose positions are clearly defined, such as the top of a mountain or a hearth on a map. Further, point P represents the current location of the vehicle on the mobile radar. This current: 0 by telescope from 1ltt+5 points
Angle θl of point A and point B Nj.

θ2を測定することによって、各既知点0点、A点、B
点に対する自己位置を明確に表わすことができる。これ
は地5図土の既知の3点のうちのIAを原点としたxy
平面を仮定し、図に示すような外接円を考えることによ
って、自己位置をxy座標で表わすものである。
By measuring θ2, each known point 0 point, A point, B
The self-position relative to a point can be clearly expressed. This is xy with IA of the three known points on Map 5 as the origin.
By assuming a plane and considering a circumscribed circle as shown in the figure, the self-position is expressed in xy coordinates.

図に示すように△OPAおよび△OPBの外接円を考慮
すれは、弦OAおよび弦OBに対する中心角は測定した
角度の2倍である。したがって0点。
As shown in the figure, considering the circumscribed circles of ΔOPA and ΔOPB, the central angles for chords OA and OB are twice the measured angles. Therefore 0 points.

A点およびB点の位#(または座標)が既知であれば、
それぞれの外接円の中心座標が計算され、それぞれの方
程式が導かれる。円0′の方程式はまた自己位置P点が
0点またはA点と一致するか、その延長上にくる場合に
は、正弦定理を用いてop=4sin(θ十θ2)/s
inθ2  ・・・・・・・・・・・・・・・(2)さ
らにθ1−90°のとき図よシ円O′の中心点はOAの
中点と一致する。したがって円0′の方程式は 1 (x  −1l)” 十y2=(1!□)2  ・・・
・・・・・・・・・・・・(3)2 次に円0′の方程式は(1)式を導いたのと同様に考え また自己位置P点が0点またはB点と一致するか、その
延長上にくる場合は正弦定理を用いてo’p=ll 5
in(θ十θ1)/Sinθ1  ・・・・・・・・・
・・・・・・(5)以上をまとめると、 1 θl笑O0,θ1←90°、02〜0°の場合(1
)式と(3)式をXt Yについて解キ、自己位置P虐
の座標が求まる。
If the digits (or coordinates) of points A and B are known,
The center coordinates of each circumscribed circle are calculated, and each equation is derived. The equation for circle 0' is also calculated as op=4sin(θ+θ2)/s using the law of sine if the self-position P point coincides with 0 point or A point or is on the extension thereof.
inθ2 (2) Furthermore, when θ1-90°, the center point of the circle O' coincides with the center point of OA. Therefore, the equation of circle 0' is 1 (x - 1l)'' y2 = (1!□)2...
・・・・・・・・・・・・(3)2 Next, consider the equation for circle 0′ in the same way as formula (1) was derived, and if self-position point P coincides with point 0 or point B. Or, if it is an extension of that, use the law of sine, o'p=ll 5
in(θ+θ1)/Sinθ1 ・・・・・・・・・
......(5) To summarize the above, 1 θl lolO0, θ1←90°, in the case of 02~0° (1
) and equation (3) for Xt Y, the coordinates of the self-position P can be found.

2、 θ1−0°の場合 (2)式よp自己位置Pが求まる。2. When θ1-0° The self-position P can be found from equation (2).

3、 θ1−90の場合 (3)式より自己位置Pが求まる。3. In the case of θ1-90 Self-position P is determined from equation (3).

4.02二〇°の場合 (5)式より自己位置Pが求まる。4.0220° Self-position P is determined from equation (5).

本発明は以上説明したように、地図上で位置が明確にな
っている、たとえば山頂や燈台など3ケ所の位置を選定
し、自己位置からの角#を望遠鏡により測定することに
よって自己位置を正確に旧知時間に確認することができ
、従来の移動用レーダ装置において用いていた自己位置
を頷認する方法より、人手がかからず、時間も短かくし
かも正確に確認できるなどの効果がある。またコンピュ
ータによシ先に説明した方程式を解くことにより、測定
した角度をスカするだけで即座に出力として自己位置が
出力される方法をとれば、さらに人手時間においてより
以上の効果が表われる。
As explained above, the present invention accurately determines the self-position by selecting three locations whose locations are clearly defined on a map, such as the summit of a mountain or a lighthouse, and measuring the angle # from the self-position using a telescope. This system can be used to confirm the user's location at the same time, and has the advantage that it requires less manpower, takes less time, and can be confirmed more accurately than the nodding method used in conventional mobile radar equipment. In addition, if a method is adopted in which the computer solves the equations described above and simply scans the measured angle and immediately outputs the self-position as an output, an even greater effect can be achieved in terms of the amount of human time required.

【図面の簡単な説明】[Brief explanation of drawings]

図は本発明による自己位置算出法の原理を示す図である
The figure is a diagram showing the principle of the self-position calculation method according to the present invention.

Claims (1)

【特許請求の範囲】[Claims] 予め位置が既知の目標3地点を選定し、自己位置からみ
た前記目標3地点の方位角を求め、得られた方位角を基
に三角法によシ前記自己位置を算出することを特徴とす
る自己位置算出法。
The method is characterized in that three target points whose positions are known in advance are selected, the azimuth angles of the three target points as seen from the self-position are determined, and the self-position is calculated by trigonometry based on the obtained azimuth angles. Self-location calculation method.
JP15312282A 1982-09-02 1982-09-02 Self-position calculating method Pending JPS5942410A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15312282A JPS5942410A (en) 1982-09-02 1982-09-02 Self-position calculating method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15312282A JPS5942410A (en) 1982-09-02 1982-09-02 Self-position calculating method

Publications (1)

Publication Number Publication Date
JPS5942410A true JPS5942410A (en) 1984-03-09

Family

ID=15555451

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15312282A Pending JPS5942410A (en) 1982-09-02 1982-09-02 Self-position calculating method

Country Status (1)

Country Link
JP (1) JPS5942410A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04204316A (en) * 1990-11-30 1992-07-24 Sokuken:Kk Measuring method and device
US6020844A (en) * 1998-01-06 2000-02-01 Hitachi, Ltd. Car on-board radar axis adjusting method
JP2012507011A (en) * 2008-10-28 2012-03-22 ザ・ボーイング・カンパニー Handheld positioning interface for spatial query
JP2014174070A (en) * 2013-03-12 2014-09-22 Mitsubishi Electric Corp Guide

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5728207A (en) * 1980-07-29 1982-02-15 Kansai Electric Power Co Inc:The Determining method and apparatus for position of drifting buoy

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5728207A (en) * 1980-07-29 1982-02-15 Kansai Electric Power Co Inc:The Determining method and apparatus for position of drifting buoy

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04204316A (en) * 1990-11-30 1992-07-24 Sokuken:Kk Measuring method and device
US6020844A (en) * 1998-01-06 2000-02-01 Hitachi, Ltd. Car on-board radar axis adjusting method
JP2012507011A (en) * 2008-10-28 2012-03-22 ザ・ボーイング・カンパニー Handheld positioning interface for spatial query
JP2014174070A (en) * 2013-03-12 2014-09-22 Mitsubishi Electric Corp Guide

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