JP2013195083A - Position measuring system - Google Patents

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JP2013195083A
JP2013195083A JP2012059382A JP2012059382A JP2013195083A JP 2013195083 A JP2013195083 A JP 2013195083A JP 2012059382 A JP2012059382 A JP 2012059382A JP 2012059382 A JP2012059382 A JP 2012059382A JP 2013195083 A JP2013195083 A JP 2013195083A
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Tadashi Sasagawa
正 笹川
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Pasco Corp
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Abstract

PROBLEM TO BE SOLVED: To construct a system at low costs and to improve positioning accuracy.SOLUTION: A position measuring system includes a low bar 1 capable of obtaining a measuring value of a three-dimensional position by a GPS together with measuring time, a reference point position measuring device 2 for measuring a GPS position measuring value with three-dimensional positions set at a plurality of existing points, and a low bar position calculation device 3 capable of communicating with the low bar 1 and the reference point position measuring device 2. The low bar position calculation device 3 generates a difference triangle having three corresponding points selected from a plurality of existing position points within a difference space having a difference between the existing value of a measuring point at the existing position point and a measuring value set corresponding to a plane position, and corrects the measuring value of the low bar 1 with an interpolation or extrapolation value of the difference triangle at the plane position based on the measuring value of the low bar 1 to output the result to the low bar 1.

Description

本発明は、位置計測システムに関するものである。   The present invention relates to a position measurement system.

携帯電話等の携帯情報端末等に使用されるGPS位置計測の精度を高めるシステムとしては、特許文献1に記載されるような所謂A-GPS(Assisted Global Positioning System)が提案されている。   A so-called A-GPS (Assisted Global Positioning System) as described in Patent Document 1 has been proposed as a system for improving the accuracy of GPS position measurement used for portable information terminals such as cellular phones.

このシステムにおいて、位置計測に必要なGPS衛星の正確な軌道データ(エフェメリスデータ)、およびGPS衛星からのGPS信号は随時携帯電話等の交信を中継する基地局において捕捉される。携帯電話からGPS計測要求があった場合、最寄りの基地局は、上記携帯電話からのGPS計測要求を受信し、該携帯電話で利用可能なGPS衛星を特定する識別信号、およびエフェメリスデータに加え、GPS時刻の補正情報等をアシストデータとして携帯電話に出力する。   In this system, accurate orbit data (ephemeris data) of a GPS satellite necessary for position measurement and a GPS signal from the GPS satellite are captured at a base station that relays communication such as a mobile phone as needed. When there is a GPS measurement request from the mobile phone, the nearest base station receives the GPS measurement request from the mobile phone, and in addition to the identification signal that identifies the GPS satellites that can be used by the mobile phone, and the ephemeris data, The GPS time correction information and the like are output to the mobile phone as assist data.

アシストデータを受信した携帯電話は、アシストデータに含まれるGPS衛星特定情報により特定されたGPS衛星からの信号と、アシストデータとを使用して測位計算を行う。アシストデータには、GPS時刻の補正情報が含まれており、該補正情報を使用することにより、測位精度の向上が図られる。   The mobile phone that has received the assist data performs positioning calculation using the signal from the GPS satellite specified by the GPS satellite specifying information included in the assist data and the assist data. The assist data includes GPS time correction information. By using the correction information, positioning accuracy can be improved.

特開2003-43127号公報JP 2003-43127 A

しかし、上述した従来例において、基地局には高精度の計測装置を要するために、システム構築のコストが高くなってしまうという欠点がある。   However, in the above-described conventional example, since the base station requires a high-precision measuring device, there is a disadvantage that the cost of system construction becomes high.

本発明は、以上の欠点を解消すべくなされたものであって、低コストでシステム構築が可能で、かつ、測位精度も向上させることのできる位置計測システムの提供を目的とする。   The present invention has been made to solve the above-described drawbacks, and an object of the present invention is to provide a position measurement system capable of constructing a system at low cost and improving positioning accuracy.

本発明によれば上記目的は、
GPSによる3次元位置の計測値を計測時刻とともに取得可能なローバー1と、
3次元位置が既知の複数地点に設置されて該位置既知点のGPS位置計測値を計測する基準点位置計測装置2と、
前記ローバー1、および基準点位置計測装置2と交信可能なローバー位置演算装置3とを有し、 前記ローバー位置演算装置3は、前記位置既知点における計測要素の既知値と計測値との差分(δ)を平面位置(P)に対応させた(P,δ)差分空間内に前記複数の位置既知点から選択された3点の対応点を頂点とする差分三角形4を生成し、
次いで、前記ローバー1の計測値に基づく平面位置での差分三角形4の内挿、または外挿値を該計測値に対する誤差値としてローバー1の計測値を補正し、ローバー1に出力する位置計測システムを提供することにより達成される。
According to the present invention, the object is
Rover 1 capable of acquiring a measurement value of a three-dimensional position by GPS together with a measurement time;
A reference point position measurement device 2 that is installed at a plurality of points where the three-dimensional position is known and measures the GPS position measurement value of the position known point;
The row bar position calculation device 3 is capable of communicating with the row bar 1 and the reference point position measurement device 2. The row bar position calculation device 3 includes a difference between a known value of a measurement element at the position known point and a measurement value ( a difference triangle 4 having vertices corresponding to three corresponding points selected from the plurality of position known points in the (P, δ) difference space in which δ) corresponds to the plane position (P);
Next, the position measurement system that corrects the measurement value of the rover 1 using the interpolation or extrapolation value of the difference triangle 4 at the plane position based on the measurement value of the rover 1 as an error value with respect to the measurement value and outputs the correction value to the rover 1. Is achieved by providing

GPSによる計測値の誤差要素は、同一のGPS衛星を捕捉可能な狭域内において急激に変動することはなく、緩やかに変動するものと考えられ、平面位置(P)と評価要素の誤差値(δ)を対応させた(P,δ)空間内に生成される差分三角形4は、平面位置と誤差値との対応を示すものと考えられる。   It is considered that the error element of the measurement value by GPS does not change rapidly in a narrow area where the same GPS satellite can be captured, but changes slowly, and the error value (δ) between the plane position (P) and the evaluation element The difference triangle 4 generated in the (P, δ) space that corresponds to () is considered to indicate the correspondence between the plane position and the error value.

なお、平面位置(P)は種々の座標系により定義可能であるが、理解を容易にするために、以後、本明細書では支障のない限り、(x,y,z)3次元直交座標系における平面位置(x,y)として説明する。   The plane position (P) can be defined by various coordinate systems. However, in order to facilitate understanding, hereinafter, (x, y, z) three-dimensional orthogonal coordinate system unless otherwise affected by this specification. The plane position (x, y) in FIG.

したがって、位置既知点を利用した差分三角形4の内挿値、あるいは外挿値としてローバー1の計測値に基づいた平面位置(P)=(x,y)における誤差値を求めると、ローバー1単独での計測に伴う誤差を補正することが可能になり、計測精度を高めることができる。   Accordingly, when the error value at the plane position (P) = (x, y) based on the measurement value of the row bar 1 is obtained as an interpolation value or an extrapolation value of the difference triangle 4 using the position known point, the row bar 1 alone is obtained. It is possible to correct an error associated with the measurement at, thereby increasing the measurement accuracy.

また、位置既知点に取り付けられる基準点位置計測装置2はGPS計測値を直接出力するGPS装置で足り、エフェメリスデータ、あるいはGPS時刻の補正データ等のアシストデータを出力可能なものを使用する必要がないために、安価にシステムを構築することができる。   Further, the reference point position measuring device 2 attached to the position known point is sufficient to be a GPS device that directly outputs GPS measurement values, and it is necessary to use a device capable of outputting assist data such as ephemeris data or GPS time correction data. Therefore, the system can be constructed at low cost.

さらに、基準点位置計測装置2が安価であることから、設置箇所を容易に増加させることが可能となり、結果、ローバー1に比較的近接した差分三角形4を選択することが可能となるために、精度をより向上させることができる。   Furthermore, since the reference point position measuring device 2 is inexpensive, it is possible to easily increase the number of installation locations, and as a result, it becomes possible to select the difference triangle 4 that is relatively close to the row bar 1, The accuracy can be further improved.

また、上記差分三角形4は、誤差値が内挿値として求められる3点により形成することができ、このように構成することにより計測精度を高めることができる。   Further, the difference triangle 4 can be formed by three points whose error values are obtained as interpolated values, and by configuring in this way, the measurement accuracy can be increased.

さらに、ローバー位置演算装置3は、
複数生成した差分三角形4の各々により得られた複数の誤差値に統計処理を施してローバー1の計測値に対する補正値として使用することができる。
Furthermore, the rover position calculation device 3
Statistical processing can be performed on a plurality of error values obtained by each of the plurality of generated difference triangles 4 and used as correction values for the measurement values of the rover 1.

誤差値は、1個の差分三角形4から求めることが可能であるが、複数の差分三角形4から求めた値に統計処理を施して求めることもできる。1個の差分三角形4から誤差値を求める場合には、例えば、ローバー1の計測精度と少なくとも同等の計測精度を有する基準点位置計測装置2を選択して差分三角形4を生成することが望ましい。   The error value can be obtained from one difference triangle 4, but can also be obtained by performing statistical processing on the value obtained from a plurality of difference triangles 4. When an error value is obtained from one difference triangle 4, for example, it is desirable to select the reference point position measuring device 2 having a measurement accuracy at least equivalent to the measurement accuracy of the row bar 1 to generate the difference triangle 4.

また、複数の差分三角形4の誤差値に統計処理を施すように構成することにより、差分三角形4に固有な誤差要素、例えば、差分三角形4を構成する基準点位置計測装置2の誤差特性による影響を排除することができるために、計測精度をより高めること可能になる。   Further, by configuring so that the error values of the plurality of difference triangles 4 are subjected to statistical processing, an error element unique to the difference triangle 4, for example, the influence of the error characteristics of the reference point position measuring device 2 that constitutes the difference triangle 4. Therefore, measurement accuracy can be further improved.

各基準点位置計測装置2には精度の低いGPS装置を使用することが可能であり、例えば、単独測位GPS装置が使用できる。   Each reference point position measuring device 2 can use a GPS device with low accuracy. For example, a single positioning GPS device can be used.

さらに、以上においては、ローバー1での一回の計測値に基づいてローバー1の誤差値を推定する場合を示したが、ローバー1での複数回の計測値に対して統計処理を施して補正値を求めると、計測タイミングに起因する誤差要因に対する考慮が可能になる。   Furthermore, in the above, the case where the error value of the rover 1 is estimated based on one measurement value at the rover 1 has been shown, but correction is performed by performing statistical processing on a plurality of measurement values at the rover 1. When the value is obtained, it is possible to consider an error factor caused by the measurement timing.

また、上記位置計測システムには、
GPSによる自位置計測可能なローバー1、およびローバー1の周辺の複数の三次元位置既知点に設置される基準点位置計測装置2と交信可能で、
前記位置既知点における計測要素の既知値と計測値との差分(δ)を平面位置(P)に対応させた(P,δ)差分空間内に各位置既知点の対応点を配置した後、各対応点から選択された3点を頂点とする差分三角形4を生成し、
次いで、前記ローバー1の計測値に基づく平面位置での差分三角形4の内挿、または外挿値を該計測値に対する誤差値としてローバー1の計測値を補正し、ローバー1に出力するローバー位置演算装置3、
または、
ローバー1において計測したGPSによる3次元位置の計測値を前記ローバー1の周辺に配置された3次元位置が既知の複数地点における計測値と真値との差分をもとに推定し、ローバー1の計測値を補正してローバー1に出力するローバー位置演算装置3であって、
前記位置既知点における計測要素の既知値と計測値との差分(δ)を平面位置(P)に対応させた(P,δ)差分空間内に各位置既知点の対応点を配置した後、各対応点から選択された3点を頂点とする差分三角形4を生成する差分三角形生成部5と、
前記ローバー1の計測値に基づく平面位置での差分三角形4の内挿、または外挿値を該計測値に対する誤差値として求める誤差算出部6と、
を有するローバー位置演算装置3が使用できる。
The position measurement system includes
It is possible to communicate with the rover 1 capable of measuring its own position by GPS and the reference point position measuring device 2 installed at a plurality of known three-dimensional positions around the rover 1,
After arranging the corresponding point of each position known point in the (P, δ) difference space in which the difference (δ) between the known value and the measured value of the measurement element at the position known point is made to correspond to the plane position (P), Generate a difference triangle 4 with the three selected points from the corresponding points as vertices,
Next, the interpolation value of the difference triangle 4 at the plane position based on the measurement value of the rover 1 or the extrapolation value is used as an error value for the measurement value, the measurement value of the rover 1 is corrected, and the rover position calculation that is output to the rover 1 Device 3,
Or
The measured value of the three-dimensional position measured by the GPS measured in the rover 1 is estimated based on the difference between the measured value and the true value at a plurality of points where the three-dimensional positions arranged around the rover 1 are known. A rover position calculation device 3 that corrects a measurement value and outputs it to the rover 1,
After arranging the corresponding point of each position known point in the (P, δ) difference space in which the difference (δ) between the known value and the measured value of the measurement element at the position known point is made to correspond to the plane position (P), A difference triangle generation unit 5 for generating a difference triangle 4 having apexes at three points selected from the corresponding points;
An error calculation unit 6 for obtaining an interpolation value or an extrapolation value of the difference triangle 4 at a plane position based on the measurement value of the rover 1 as an error value with respect to the measurement value;
Can be used.

さらに、ローバー1位置の計測は、
ローバー1において計測したGPSによる3次元位置の計測値を前記ローバー1の周辺に配置された3次元位置が既知の複数地点における計測値と真値との差分をもとに推定し、ローバー1の計測値を補正してローバー1に出力するローバー1位置計測方法であって、
ローバー1でのGPSによる3次元位置計測値を計測時刻とともに取得する工程と、
3次元位置が既知の4カ所以上の位置既知点で計測した前記ローバー1での計測時刻における計測値を取得する工程と、
前記位置既知点における計測要素の既知値と計測値との差分(δ)を平面位置(P)に対応させた(P,δ)差分空間内に各位置既知点の対応点を配置した後、各対応点から選択された3点を頂点とする差分三角形4を生成する工程と、
前記ローバー1の計測値に基づく平面位置での差分三角形4の内挿、または外挿値を該計測値に対する誤差値としてローバー1の計測値を補正し、ローバー1に出力する工程と、
を有するローバー1位置計測方法により実現することができる。
Furthermore, the measurement of the Rover 1 position is
The measured value of the three-dimensional position measured by the GPS measured in the rover 1 is estimated based on the difference between the measured value and the true value at a plurality of points where the three-dimensional positions arranged around the rover 1 are known. A rover 1 position measurement method for correcting a measurement value and outputting it to a rover 1,
Obtaining a three-dimensional position measurement value by GPS at the rover 1 together with a measurement time;
Obtaining a measurement value at the measurement time at the row bar 1 measured at four or more position known points whose three-dimensional positions are known;
After arranging the corresponding point of each position known point in the (P, δ) difference space in which the difference (δ) between the known value and the measured value of the measurement element at the position known point is made to correspond to the plane position (P), Generating a difference triangle 4 having apexes at three points selected from the corresponding points;
Correcting the measurement value of the rover 1 by using the interpolation or extrapolation value of the difference triangle 4 at the plane position based on the measurement value of the rover 1 as an error value with respect to the measurement value, and outputting to the rover 1;
It can be realized by a rover 1 position measuring method having

本発明によれば、測位精度高い計測システムを低コストで構築することができる。   According to the present invention, a measurement system with high positioning accuracy can be constructed at low cost.

本発明の構成を示すブロック図である。It is a block diagram which shows the structure of this invention. 本発明の動作を示す図で、(a)は複数の位置既知点を選択した状態を示す図、(b)はそのうちの一つの詳細を示す図である。It is a figure which shows the operation | movement of this invention, (a) is a figure which shows the state which selected several position known points, (b) is a figure which shows the detail of one of them. 差分三角形から誤差値を求める状態を示す説明図である。It is explanatory drawing which shows the state which calculates | requires an error value from a difference triangle. 本発明の処理を示すフローチャートである。It is a flowchart which shows the process of this invention.

図1に示すように、位置計測システムは、移動局であるローバー1と、3次元位置が既知の既知点に設けられる基準点位置計測装置2と、ローバー位置演算装置3とを有する。   As shown in FIG. 1, the position measurement system includes a row bar 1 that is a mobile station, a reference point position measurement device 2 that is provided at a known point whose three-dimensional position is known, and a row bar position calculation device 3.

本実施の形態においてローバー1は、スマートフォン等の携帯型通信端末装置であり、制御部1aと、制御部1aにより制御されるディスプレイ部1b、GPS計測部1c、および交信部1dを有する。ディスプレイ部1bは操作部を兼ねており、GPS計測部1cによる計測操作が行われると、計測値(x,y,z)(ただし、xは経度、yは緯度、zは標高を示す。)と計測時刻を伴った位置計測要求をローバー位置演算装置3に出力する。 In the present embodiment, the rover 1 is a portable communication terminal device such as a smartphone, and includes a control unit 1a, a display unit 1b controlled by the control unit 1a, a GPS measurement unit 1c, and a communication unit 1d. The display unit 1b also serves as an operation unit. When a measurement operation is performed by the GPS measurement unit 1c, the measurement value (x o , yo , z o ) (where x is longitude, y is latitude, z is altitude) And a position measurement request with a measurement time is output to the rover position calculation device 3.

ローバー1のGPS計測部1cには、GPS衛星からのL1帯のみを受信して測位を行う1周波数型の単独測位方式によるGPS計測装置のような比較的安価で低精度のGPS装置により構成することができる。   The GPS measurement unit 1c of the rover 1 is configured by a relatively inexpensive and low-accuracy GPS device such as a one-frequency type single-position GPS measurement device that performs positioning by receiving only the L1 band from a GPS satellite. be able to.

基準点位置計測装置2は、制御部2aと、制御部2aにより制御されるGPS計測部2b、および交信部2cを有し、3次元位置(xnf,ynf,znf)(ただしnは整数で、基準点位置計測装置2に付された識別番号を示す。)が予め知られている携帯電話の中継基地局、都市基準点等の位置既知点に設定される。基準点位置計測装置2の制御部2aは、動作開始後、所定タイミングで位置計測を行い、計測結果(xno,yno,zno)と、計測時刻を記憶する。後述するように、計測結果はローバー1での計測タイミングに合わせて出力すれば足りるために、基準点位置計測装置2は、数秒、数十秒程度の間の計測結果を保持し、後述するローバー位置演算装置3からの計測値照会要求に基づいて照会時刻における計測値を返信する。 The reference point position measuring apparatus 2 includes a control unit 2a, a GPS measurement unit 2b controlled by the control unit 2a, and a communication unit 2c. The three-dimensional position (x nf , y nf , z nf ) (where n is It is an integer and indicates an identification number assigned to the reference point position measuring apparatus 2.) is set to a known position such as a relay base station of a mobile phone, a city reference point, or the like. The control unit 2a of the reference point position measuring apparatus 2 performs position measurement at a predetermined timing after the operation starts, and stores the measurement results (x no , y no , z no ) and the measurement time. As will be described later, since it is sufficient to output the measurement result in accordance with the measurement timing at the rover 1, the reference point position measuring device 2 holds the measurement result for about several seconds or several tens of seconds, and will be described later. Based on the measurement value inquiry request from the position calculation device 3, the measurement value at the inquiry time is returned.

基準点位置計測装置2のGPS計測部2bには、ローバー1と同様に、GPS衛星からのL1帯のみを受信して測位を行う1周波数型の単独測位方式によるGPS計測装置のような比較的安価で低精度のGPS装置により構成することができる。   The GPS measuring unit 2b of the reference point position measuring device 2 is relatively similar to the rover 1 as in the case of the GPS measuring device of the single frequency type single positioning method that performs positioning by receiving only the L1 band from the GPS satellite. An inexpensive and low-accuracy GPS device can be used.

ローバー位置演算装置3は、制御部3aと、制御部3aにより制御される交信部3b、差分三角形生成部5、誤差算出部6、ローバー位置演算部3c、および記憶部7を有する。   The rover position calculation device 3 includes a control unit 3a, a communication unit 3b controlled by the control unit 3a, a difference triangle generation unit 5, an error calculation unit 6, a rover position calculation unit 3c, and a storage unit 7.

記憶部7には、上記基準点位置計測装置2が設置される位置既知点の既知点番号、および各既知点における3次元位置の既知値(xnf,ynf,znf)、および所定の計測時刻における既知点の計測値(xno,yno,zno)が記憶される。 In the storage unit 7, the known point number of the position known point where the reference point position measuring device 2 is installed, the known value (x nf , y nf , z nf ) of the three-dimensional position at each known point, and a predetermined value Measurement values (x no , y no , z no ) of known points at the measurement time are stored.

差分三角形生成部5は、制御部3aが上記ローバー1からの位置計測要求を受信すると起動され、図2(a)に示すように、平面座標(x,y)座標上でローバー1により計測された平面位置(x,y)の周辺に位置する既知点を選択し、選択先の位置既知点に取り付けられた基準点位置計測装置2に対して計測値照会要求を出力し、計測値照会要求に対する基準点位置計測装置2からの応答に基づいて、差分三角形4を生成する。 The difference triangle generation unit 5 is activated when the control unit 3a receives the position measurement request from the row bar 1, and is measured by the row bar 1 on the plane coordinate (x, y) coordinates as shown in FIG. A known point located around the selected plane position (x o , y o ) is selected, a measurement value inquiry request is output to the reference point position measuring device 2 attached to the position known point of the selection destination, and the measured value Based on the response from the reference point position measuring apparatus 2 to the inquiry request, the difference triangle 4 is generated.

基準点位置計測装置2の選択個数は、ローバー1に近接し、かつ、後述する統計処理を有意に行えるように,ローバー1位置を内包する差分三角形4が24個程度形成可能なように決定される。   The selected number of the reference point position measuring devices 2 is determined so that about 24 difference triangles 4 including the position of the row 1 can be formed so as to be close to the row 1 and perform statistical processing to be described later. The

図2(b)に示すように、差分三角形4は、(x,y)平面位置に誤差評価要素に対する真値と計測値との差分(δ)を対応させた(x,y,δ)差分空間内に配置される位置既知点の3点を頂点として形成される三角形で、各位置既知点の誤差値δは、誤差評価要素がx値の場合、
δxn=xnf- xno
誤差評価要素がy値の場合、
δyn=ynf- yno
誤差評価要素がz値の場合、
δzn=znf - zno
で与えられる。
As shown in FIG. 2B, the difference triangle 4 is a (x, y, δ) difference in which the difference (δ) between the true value and the measured value for the error evaluation element is associated with the (x, y) plane position. A triangle formed with the three points of known positions arranged in the space as vertices, and the error value δ of each known position point is an error evaluation element of x value,
δ xn = x nf -x no ,
When the error evaluation element is a y value,
δ yn = y nf -y no ,
When the error evaluation element is z value,
δ zn = z nf -z no ,
Given in.

誤差算出部6は、ローバー1により計測された平面位置(x,y)における上記差分三角形4により形成される平面上の誤差値δ(δxn、δyn、δzn)を内挿補間値として求め、誤差評価要素に対する誤差値とする。 The error calculation unit 6 interpolates an error value δ (δ xn , δ yn , δ zn ) on the plane formed by the difference triangle 4 at the plane position (x o , y o ) measured by the row bar 1. It is calculated as a value and used as an error value for the error evaluation element.

ローバー位置演算部3cは、上記複数の差分三角形4をもとに導かれた複数の誤差値に統計処理を施して、誤差推定値を求めた後、この誤差推定値をローバー1による計測値(xo,y,z)に加えてローバー位置とし、ローバー位置の出力を待って、制御部は交信部からローバー1に向けて当該ローバー位置情報を送信する。 The rover position calculation unit 3c performs statistical processing on a plurality of error values derived based on the plurality of difference triangles 4 to obtain an error estimated value, and then uses the error estimated value as a measurement value ( x o , y o , z o ) in addition to the rover position, waiting for the output of the rover position, the control unit transmits the rover position information from the communication unit to the rover 1.

統計処理には、例えば最小自乗法を利用することができる。   For the statistical processing, for example, the least square method can be used.

図4に本システムの動作を示す。まず、ローバー1の使用者がGPS位置観測を開始し、計測値を取得すると(ステップR1)、計測時刻、および計測値とともに、ローバー位置演算装置3に位置演算要求を出力し、応答を待つ(ステップR2)。   FIG. 4 shows the operation of this system. First, when the user of the rover 1 starts GPS position observation and acquires a measurement value (step R1), a position calculation request is output to the rover position calculation device 3 together with the measurement time and the measurement value, and a response is waited ( Step R2).

ローバー1は、単数回の計測値を出力する他に、例えば、予め決定された時間間隔をあけて実行された所定回数の計測値を計測値の取得タイミングに合わせて複数回出力したり、あるいは一定時間継続的に継続的に計測した結果を内部処理して得られる代表値を出力するように設定できる。   In addition to outputting a single measurement value, the rover 1 outputs, for example, a predetermined number of measurement values executed at predetermined time intervals a plurality of times in accordance with the measurement value acquisition timing, or It can be set to output a representative value obtained by internally processing the result of continuous measurement for a certain period of time.

一方、ローバー位置演算装置3は、ローバー1からの位置演算要求を受信すると(ステップC1)、ローバー1での平面位置計測値(x,y)に基づいて該ローバー1の周辺に位置し、補間値として誤差値δを算出可能な複数の位置既知点、すなわち基準点位置計測装置2を選択した後(ステップC2)、対象の基準点位置計測装置2に計測値照会要求を出力し(ステップC3)、応答を待つ(ステップC4)。 On the other hand, when the position calculation request from the row bar 1 is received (step C1), the row bar position calculation device 3 is positioned around the row bar 1 based on the planar position measurement values (x o , yo ) at the row bar 1. After selecting a plurality of position known points that can calculate the error value δ as an interpolation value, that is, the reference point position measuring device 2 (step C2), a measurement value inquiry request is output to the target reference point position measuring device 2 ( Step C3) and wait for a response (step C4).

計測値照会要求は、上記ローバー1での計測時刻情報を含み、当該計測値照会要求を受信した基準点位置計測装置2は(ステップS1)、同時送信されたローバー1での計測時刻に一致、または近接する時刻における基準点位置計測装置2での計測値をローバー位置演算装置3に出力する(ステップS2)。ステップS1において計測値照会要求を受信しなかった場合には、受信するまでそのまま待機する。   The measurement value inquiry request includes the measurement time information at the rover 1, and the reference point position measurement device 2 that has received the measurement value inquiry request (step S1) matches the measurement time at the rover 1 transmitted simultaneously. Alternatively, the measurement value of the reference point position measurement device 2 at the time of approach is output to the rover position calculation device 3 (step S2). If the measurement value query request is not received in step S1, the process waits until it is received.

なお、本例では、基準点位置計測装置2における計測値は、ローバー位置演算装置3からの計測値照会要求に応答して出力される場合を示したが、基準点位置計測装置2が計測値照会要求を待たずに所定タイミングでローバー位置演算装置3に計測値を出力するように構成することも可能である。   In this example, the measurement value in the reference point position measurement apparatus 2 is output in response to the measurement value inquiry request from the rover position calculation apparatus 3, but the reference point position measurement apparatus 2 performs measurement values. It is also possible to configure to output the measurement value to the rover position calculation device 3 at a predetermined timing without waiting for the inquiry request.

ローバー位置演算装置3は、上記基準点位置計測装置2からの計測値を受信すると(ステップC4)、評価要素としてx値、y値、あるいはz値を選択し(ステップC5)、選択した評価要素を誤差値δ軸とする差分空間内に差分三角形4を生成する(ステップC6)。この後、得られた差分三角形4からローバー1での平面位置計測値である(x,y)での誤差値δを補間により求める(ステップC7)。ステップC4において計測値を受信しなかった場合には、受信するまでそのまま待機する。 When the rover position calculation device 3 receives the measurement value from the reference point position measurement device 2 (step C4), it selects an x value, a y value, or a z value as an evaluation element (step C5), and the selected evaluation element The difference triangle 4 is generated in the difference space with the error value δ-axis as a step (step C6). Thereafter, an error value δ at (x o , y o ), which is a plane position measurement value at the row bar 1, is obtained by interpolation from the obtained difference triangle 4 (step C7). If the measurement value is not received in step C4, the process waits until it is received.

差分三角形4による誤差値の値は、ステップC2において選択された全差分三角形4に対して行われ、全差分三角形4に対する処理が終了すると(ステップC8)、当該評価要素に対する誤差値に対して統計処理を施し誤差推計値を求める(ステップC9)。   The error value by the difference triangle 4 is performed for all the difference triangles 4 selected in step C2, and when the processing for all the difference triangles 4 is completed (step C8), the error value for the evaluation element is statistically calculated. Processing is performed to obtain an error estimated value (step C9).

以上のようにして全ての評価要素に対する誤差推計値の演算が終了すると(ステップC10)、ローバー1での計測値(x,y,z)に誤差推計値を加え(ステップC11)、位置情報としてローバー1に出力する(ステップC12)。 When the calculation of the error estimated values for all the evaluation elements is completed as described above (step C10), the error estimated values are added to the measured values (x o , yo , z o ) at the row bar 1 (step C11). The position information is output to the row bar 1 (step C12).

ローバー1は以上の要求信号に対するローバー位置演算装置3からの応答信号を受信すると(ステップR3)、ディスプレイ部に受信した位置情報を表示し(ステップR4)、次の計測を待つ。   When the rover 1 receives a response signal from the rover position calculation device 3 in response to the above request signal (step R3), the received position information is displayed on the display unit (step R4) and waits for the next measurement.

1 ローバー
2 基準点位置計測装置
3 ローバー位置演算装置
4 差分三角形
5 差分三角形生成部
6 誤差算出部
1 Rover 2 Reference Point Position Measurement Device 3 Rover Position Calculation Device 4 Difference Triangle 5 Difference Triangle Generation Unit 6 Error Calculation Unit

Claims (8)

GPSによる3次元位置の計測値を計測時刻とともに取得可能なローバーと、
3次元位置が既知の複数地点に設置されて該位置既知点のGPS位置計測値を計測する基準点位置計測装置と、
前記ローバー、および基準点位置計測装置と交信可能なローバー位置演算装置とを有し、
前記ローバー位置演算装置は、前記位置既知点における計測要素の既知値と計測値との差分(δ)を平面位置(P)に対応させた(P,δ)差分空間内に前記複数の位置既知点から選択された3点の対応点を頂点とする差分三角形を生成し、
次いで、前記ローバーの計測値に基づく平面位置での差分三角形の内挿、または外挿値を該計測値に対する誤差値としてローバーの計測値を補正し、ローバーに出力する位置計測システム。
A rover capable of acquiring a measurement value of a three-dimensional position by GPS together with a measurement time;
A reference point position measurement device that is installed at a plurality of points where a three-dimensional position is known and measures a GPS position measurement value of the position known point;
The rover, and a rover position calculation device capable of communicating with the reference point position measurement device,
The rover position calculation device includes the plurality of known positions in a (P, δ) difference space in which a difference (δ) between a measured value and a known value of a measurement element at the position known point is associated with a planar position (P). Generate a difference triangle whose apex is the corresponding point selected from the three points,
Next, a position measurement system that corrects the measurement value of the rover using the difference triangle interpolation or extrapolation value at the plane position based on the measurement value of the rover as an error value with respect to the measurement value, and outputs the corrected value to the rover.
前記差分三角形は、誤差値が内挿値として求められる3点により形成される請求項1記載の位置計測システム。   The position measurement system according to claim 1, wherein the difference triangle is formed by three points whose error values are obtained as interpolation values. 前記ローバー位置演算装置は、差分三角形を複数生成した差分三角形の各々により得られた複数の誤差値に統計処理を施してローバーの計測値に対する補正値として使用する請求項1または2記載の位置計測システム。   3. The position measurement according to claim 1, wherein the rover position calculation device performs statistical processing on a plurality of error values obtained by each of the difference triangles generated by a plurality of difference triangles, and uses the result as a correction value for the measurement value of the rover. system. 前記基準点位置計測装置は、単独測位GPSにより形成される請求項1、2または3記載の位置計測システム。   4. The position measurement system according to claim 1, wherein the reference point position measurement device is formed by a single positioning GPS. 前記ローバー、および位置既知点における計測が複数の計測タイミングにより実行される請求項1、2または3記載の位置計測システム。   The position measurement system according to claim 1, wherein measurement at the row bar and the position-known point is executed at a plurality of measurement timings. GPSによる自位置計測可能なローバー、およびローバーの周辺の複数の三次元位置既知点に設置される基準点位置計測装置と交信可能で、
前記位置既知点における計測要素の既知値と計測値との差分(δ)を平面位置(P)に対応させた(P,δ)差分空間内に各位置既知点の対応点を配置した後、各対応点から選択された3点を頂点とする差分三角形を生成し、
次いで、前記ローバーの計測値に基づく平面位置での差分三角形の内挿、または外挿値を該計測値に対する誤差値としてローバーの計測値を補正し、ローバーに出力する位置計測装置。
It is possible to communicate with a rover capable of measuring its own position by GPS and a reference point position measuring device installed at a plurality of known three-dimensional positions around the rover.
After arranging the corresponding point of each position known point in the (P, δ) difference space in which the difference (δ) between the known value and the measured value of the measurement element at the position known point is made to correspond to the plane position (P), Generate a difference triangle with the 3 points selected from the corresponding points as vertices,
Next, a position measurement device that corrects the measurement value of the rover using the difference triangle interpolation or extrapolation value at the plane position based on the measurement value of the rover as an error value with respect to the measurement value, and outputs the correction value to the rover.
ローバーにおいて計測したGPSによる3次元位置の計測値を前記ローバーの周辺に配置された3次元位置を既知の複数地点における計測値と真値との差分をもとに推定し、ローバーの計測値を補正してローバーに出力する位置計測装置であって、
前記位置既知点における計測要素の既知値と計測値との差分(δ)を平面位置(P)に対応させた(P,δ)差分空間内に各位置既知点の対応点を配置した後、各対応点から選択された3点を頂点とする差分三角形を生成する差分三角形生成部と、
前記ローバーの計測値に基づく平面位置での差分三角形の内挿、または外挿値を該計測値に対する誤差値として求める誤差算出部と、
を有する位置計測装置。
The measured value of the three-dimensional position measured by the GPS at the rover is estimated based on the difference between the measured value and the true value at a plurality of known points, and the measured value of the rover is calculated. A position measuring device that corrects and outputs to the rover,
After arranging the corresponding point of each position known point in the (P, δ) difference space in which the difference (δ) between the known value and the measured value of the measurement element at the position known point is made to correspond to the plane position (P), A difference triangle generation unit that generates a difference triangle having apexes at three points selected from the corresponding points;
An error calculation unit for obtaining a difference triangle interpolation or extrapolation value as an error value for the measurement value at a plane position based on the measurement value of the rover;
A position measuring device having
ローバーにおいて計測したGPSによる3次元位置の計測値を前記ローバーの周辺に配置された3次元位置を既知の複数地点における計測値と真値との差分をもとに推定し、ローバーの計測値を補正してローバーに出力する位置計測方法であって、
ローバーでのGPSによる3次元位置計測値を計測時刻とともに取得する工程と、
3次元位置が既知の4カ所以上の位置既知点で計測した前記ローバーでの計測時刻における計測値を取得する工程と、
前記位置既知点における計測要素の既知値と計測値との差分(δ)を平面位置(P)に対応させた(P,δ)差分空間内に各位置既知点の対応点を配置した後、各対応点から選択された3点を頂点とする差分三角形を生成する工程と、
前記ローバーの計測値に基づく平面位置での差分三角形の内挿、または外挿値を該計測値に対する誤差値としてローバーの計測値を補正し、ローバーに出力する工程と、
を有する位置計測方法。
The measured value of the three-dimensional position measured by the GPS at the rover is estimated based on the difference between the measured value and the true value at a plurality of known points, and the measured value of the rover is calculated. A position measurement method for correcting and outputting to the rover,
Obtaining a three-dimensional position measurement value by GPS at the rover together with a measurement time;
Obtaining a measurement value at a measurement time at the rover measured at four or more known position points at a known three-dimensional position;
After arranging the corresponding point of each position known point in the (P, δ) difference space in which the difference (δ) between the known value and the measured value of the measurement element at the position known point is made to correspond to the plane position (P), Generating a difference triangle having three points selected from the corresponding points as vertices;
A step of correcting the measurement value of the rover using the difference triangle interpolation or extrapolation value at the plane position based on the measurement value of the rover as an error value with respect to the measurement value, and outputting to the rover;
A position measurement method.
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