JPH0712918A - Gps surveying system - Google Patents
Gps surveying systemInfo
- Publication number
- JPH0712918A JPH0712918A JP15741693A JP15741693A JPH0712918A JP H0712918 A JPH0712918 A JP H0712918A JP 15741693 A JP15741693 A JP 15741693A JP 15741693 A JP15741693 A JP 15741693A JP H0712918 A JPH0712918 A JP H0712918A
- Authority
- JP
- Japan
- Prior art keywords
- gps
- positioning information
- fixed station
- gps receiver
- received
- 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
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- Telephonic Communication Services (AREA)
- Position Fixing By Use Of Radio Waves (AREA)
- Interconnected Communication Systems, Intercoms, And Interphones (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は、定置測量やキネマテ
ィック測量などの相対測量に用いられるGPS測量シス
テムに関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a GPS survey system used for relative survey such as stationary survey and kinematic survey.
【0002】[0002]
【従来の技術】GPSシステムを利用する測量が知られ
ており、この種の測量では、複数(4個以上)の衛星か
ら発信される電波を同一時刻に複数のGPS受信機で受
信して、GPS受信機間で受信された電波の位相差を演
算処理することにより求め、この位相差に基づいて、地
球上の地点間の距離や方位を測定する。このようなGP
Sシステムを利用する測量では、既知点と未知点との2
地点にそれぞれGPS受信機を設置し、同一時刻に2つ
の受信機で衛星から電波を受信する相対測量があって、
2地点にそれぞれGPS受信機を2時間程度設置して行
う定置測量と、一方のGPS受信機を既知点に固定設置
し、他方のGPS受信機を順次測定観測点に移動させて
測定を行うキネマティック測量と呼ばれる方法が知られ
ている。2. Description of the Related Art A survey using a GPS system is known. In this type of survey, radio waves transmitted from a plurality of (four or more) satellites are received by a plurality of GPS receivers at the same time, The phase difference of the radio waves received between the GPS receivers is obtained by arithmetic processing, and the distance and azimuth between points on the earth are measured based on this phase difference. GP like this
In surveying using the S system, there are two points, known and unknown.
GPS receivers are installed at each point, and there are relative surveys where two receivers receive radio waves at the same time.
Stationary surveying with GPS receivers installed at two points for about two hours respectively, and one GPS receiver fixedly installed at a known point, and the other GPS receiver is sequentially moved to the measurement point. A method known as tick surveying is known.
【0003】しかしながら、このような従来のGPS受
信機を用いる相対測量システムには、以下に説明する技
術的課題があった。However, the relative survey system using such a conventional GPS receiver has the technical problems described below.
【0004】[0004]
【発明が解決しようとする課題】すなわち、上述した従
来の相対測量システムでは、全く同じ構成の信号処理部
や制御部を有する少なくとも2個のGPS受信機を必要
とし、このような測量システムで測量をしようとする
と、エンドユーザーは、必ず2台以上のGPS受信機を
購入しなければならなくなり、非常に大きな経済的負担
を余儀なくされるという問題があった。That is, the conventional relative surveying system described above requires at least two GPS receivers having the signal processing unit and the control unit having exactly the same configuration, and the surveying system with such a surveying system is required. However, there has been a problem that the end user must purchase two or more GPS receivers without fail, which imposes a huge financial burden.
【0005】また、相対測量においては、必ず一方のG
PS受信機を既知地点に設置する必要があって、この既
知地点を正確に特定することがかなり難しく、煩雑な作
業を伴うが、従来の測量システムでは、測量現場が異な
る度にこのような作業を繰り返すことになり、測量の迅
速性を大きく疎外する要因になっていた。本発明は、以
上のような問題点に鑑みてなされたものであり、その目
的とするところは、エンドユーザー側は1台の受信装置
を購入することにより測量が行えるとともに、既知地点
にGPS受信機を設置する煩雑な作業が不要になり、迅
速な測量が可能になるGPS測量システムを提供するこ
とにある。In relative surveying, one G
Since it is necessary to install a PS receiver at a known point, it is quite difficult to accurately identify this known point, and complicated work is involved. However, in the conventional surveying system, such work is required every time the surveying site is different. Was repeated, and it became a factor that greatly excluded the speed of surveying. The present invention has been made in view of the above problems, and an object of the present invention is to enable an end user to perform a survey by purchasing one receiving device and to receive GPS reception at a known point. It is an object to provide a GPS surveying system that does not require complicated work for installing a machine and enables rapid surveying.
【0006】[0006]
【課題を解決するための手段】上記目的を達成するた
め、本発明は、複数の衛星から発信された電波を受信す
る少なくとも一対のGPS受信装置を用い、前記GPS
受信装置を異なった地点に設置して、前記GPS受信装
置で同時刻に受信された受信電波の位相差に基づいて、
前記地点間の距離や方向を測定するGPS測量システム
において、前記いずれか一方のGPS受信装置は、位置
座標が既知の地点に固定設置されて固定局を構成するも
のであって、この固定局は、所定のサービスエリア毎に
複数設けられ、前記複数の衛星からの電波を間断なく継
続的に受信し、受信した電波から固定局測位情報を作成
するものであり、前記いずれか他方のGPS受信装置
は、位置座標が未知の地点に設置されて移動局を構成す
るものであって、前記固定局測位情報を測定中ないしは
測定後に受けて、当該GPS受信機自身が受信した受信
電波に基づく移動局測位情報と前記固定局測位情報とか
ら、前記未知地点の座標値を求めることを特徴とする。In order to achieve the above object, the present invention uses at least a pair of GPS receivers for receiving radio waves emitted from a plurality of satellites,
The receivers are installed at different points, and based on the phase difference of the received radio waves received at the same time by the GPS receiver,
In the GPS surveying system that measures the distance and direction between the points, one of the GPS receivers is fixedly installed at a point whose position coordinates are known, and forms a fixed station. A plurality of GPS receivers are provided for each predetermined service area, continuously receive radio waves from the plurality of satellites, and create fixed station positioning information from the received radio waves. Is a mobile station that is installed at a position whose position coordinates are unknown, and that receives the fixed station positioning information during or after the measurement, and the mobile station based on the received radio wave received by the GPS receiver itself. It is characterized in that the coordinate value of the unknown point is obtained from the positioning information and the fixed station positioning information.
【0007】上記GPS測量システムにおいては、前記
固定局測位情報を、前記GPS受信装置で作成されたデ
ジタル情報とし、前記移動局側に設置されるGPS受信
装置で、前記固定局測位情報を公衆回線を介して受信
し、受信したこの固定局測位情報とデジタル化された前
記移動局測位情報とに基づいて、前記未知地点の座標値
を求めることができる。In the GPS surveying system, the fixed station positioning information is digital information created by the GPS receiving device, and the fixed station positioning information is sent to the public line by the GPS receiving device installed on the mobile station side. It is possible to obtain the coordinate value of the unknown point based on the received fixed station positioning information and the received mobile station positioning information.
【0008】[0008]
【作用】上記構成のGPS測量システムによれば、移動
局側のGPS受信装置を固定局のサービスエリア内に設
置して、移動局測位情報を測定すれば、同時刻の固定局
測位情報が固定局側で測定されているので、これらの測
位情報から移動局の座標値が求められる。この場合、移
動局側での測定中に固定局側から固定局測位情報を受信
すると、測定現場でリアルタイムに移動局の座標値が求
められる。According to the GPS surveying system having the above configuration, if the GPS receiving device on the mobile station side is installed in the service area of the fixed station and the mobile station positioning information is measured, the fixed station positioning information at the same time is fixed. Since the measurement is performed on the station side, the coordinate value of the mobile station can be obtained from these positioning information. In this case, when the fixed station positioning information is received from the fixed station side during the measurement on the mobile station side, the coordinate value of the mobile station is obtained in real time at the measurement site.
【0009】また、請求項2の構成によれば、既設の公
衆回線を利用して固定局測位情報を移動局側で受けるこ
とができる。According to the second aspect of the invention, the fixed station positioning information can be received on the mobile station side by using the existing public line.
【0010】[0010]
【実施例】以下本発明の好適な実施例について添附図面
を参照して詳細に説明する。図1から図3は、本発明に
かかるGPS測量システムの一実施例を示している。同
図に示すGPS測量システムは、2個のGPS受信装置
10,12を用い、これらのGPS受信装置10,12
を異なった地点に設置して、GPS受信装置10,12
で同時刻に複数の衛星S(S1 〜S4 )から発信された
電波を受信し、受信された電波の位相差に基づいて、地
点間の距離や方向を求めるものである。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT A preferred embodiment of the present invention will be described in detail below with reference to the accompanying drawings. 1 to 3 show an embodiment of a GPS surveying system according to the present invention. The GPS surveying system shown in the figure uses two GPS receivers 10 and 12, and these GPS receivers 10 and 12 are used.
GPS receivers 10, 12 at different points.
Then, the radio waves transmitted from a plurality of satellites S (S 1 to S 4 ) are received at the same time, and the distance and the direction between the points are obtained based on the phase difference of the received radio waves.
【0011】図1は、上述したような相対測量における
GPS受信装置10,12の設置状態を示しており、一
方のGPS受信装置10は、位置座標Xs ,Ys が既知
の地点Aに固定設置され、固定局とされる。このような
固定局は、GPS受信装置10の性能によっても異なる
が、実際に運用する際には、GPS受信装置10が一般
に開放されているL1 信号を受信するものであれば、半
径20km程度のサービスエリアを設定して、複数個設
置する。FIG. 1 shows the installation state of the GPS receivers 10 and 12 in the relative survey as described above. One GPS receiver 10 is fixed at a point A where the position coordinates X s and Y s are known. It will be installed and used as a fixed station. Although such a fixed station varies depending on the performance of the GPS receiving device 10, in actual operation, if the GPS receiving device 10 receives the L 1 signal which is generally open, the radius is about 20 km. Set up the service area of and install multiple.
【0012】固定局側に固定設置されるGPS受信装置
10は、その位置座標Xs ,Ys が正確に求められたも
のであって、半永久的にその位置に固定され、この地点
Aで受信可能な複数の衛星Sからの電波を間断なく長期
間連続して受信する。他方のGPS受信装置12は、移
動局を構成するものであり、上記GPS受信装置10が
設置された固定局のサービスエリア内にあって、位置座
標Xn ,Yn が未知の地点Bに設置される。The GPS receiver 10 fixedly installed on the fixed station side has its position coordinates X s and Y s accurately determined, and is fixed semipermanently at that position and received at this point A. Radio waves from a plurality of possible satellites S are continuously received for a long period without interruption. The other GPS receiver 12 constitutes a mobile station, and is installed in a service area of the fixed station in which the GPS receiver 10 is installed, at a position B where the position coordinates X n and Y n are unknown. To be done.
【0013】GPS受信装置10,12の詳細を図2,
3に示している。固定局側に設置されるGPS受信装置
10は、GPS受信機10aと、第1演算処理装置10
bと、送信側モデム10cおよび電話機10dとを有し
ている。移動局側に設置されるGPS受信装置12は、
GPS受信機12aと、第2演算処理装置12bと、受
信側モデム12cと、電話機12dとを有しており、固
定局側の電話機10dと移動局側の電話機12dとは、
専用ないしは一般の公衆回線を介して接続される。Details of the GPS receivers 10 and 12 are shown in FIG.
3 shows. The GPS receiver 10 installed on the fixed station side includes a GPS receiver 10a and a first arithmetic processing unit 10
b, and a transmission side modem 10c and a telephone 10d. The GPS receiver 12 installed on the mobile station side
It has a GPS receiver 12a, a second arithmetic processing unit 12b, a receiving side modem 12c, and a telephone 12d, and the fixed station side telephone 10d and the mobile station side telephone 12d are
It is connected via a dedicated or general public line.
【0014】第1演算処理部10bは、公衆回線による
データの授受を行う通信制御プログラムや、モデム10
c、電話機10dの制御を行う。また、第2演算処理部
12bは、モデム12cと電話機12dの制御および固
定局および移動局の測位情報を受け、軌道計算処理プロ
グラムにより未知地点Bの座標値Xn ,Yn を求め、こ
れと既知地点Aの位置座標Xs ,Ys とから地点間の距
離や方向を演算する。The first arithmetic processing unit 10b is a communication control program for exchanging data via a public line, and the modem 10
c, the telephone 10d is controlled. The second processing unit 12b receives the positioning information for the control and fixed station and a mobile station modem 12c and telephones 12d, determine the coordinate values X n, Y n of the unknown point B by orbital calculation program, and this The distance and direction between the points are calculated from the position coordinates X s , Y s of the known point A.
【0015】図3は、GPS受信機10,12のGPS
受信装置10a,12aの機能ブロック図であり、各G
PS受信機10a,12aは、マイクロストリップタイ
プのアンテナ20と、アンテナ20に接続された低雑音
増幅器21と、この増幅器21で増幅された衛星Sから
受信された電波信号と局部発振器22からの出力信号と
を混合して、所定の搬送周波数に変換する混合器23
と、混合器23の出力信号を増幅する中間周波増幅器2
4と、増幅器24の出力側に接続されたD.S.P(Di
gital Signal Processor)25と、制御部26とから構
成されている。FIG. 3 shows the GPS of the GPS receivers 10 and 12.
It is a functional block diagram of the receiving device 10a, 12a, each G
The PS receivers 10 a and 12 a include a microstrip type antenna 20, a low noise amplifier 21 connected to the antenna 20, a radio signal received from the satellite S amplified by the amplifier 21, and an output from the local oscillator 22. Mixer 23 for mixing with a signal and converting it to a predetermined carrier frequency
And an intermediate frequency amplifier 2 for amplifying the output signal of the mixer 23
4 and D.4 connected to the output side of the amplifier 24. S. P (Di
The digital signal processor) 25 and the control unit 26.
【0016】D.S.P25は、中間周波増幅器25の
出力信号を受けて、アナロク信号をデジタル信号に変換
するものであって、より具体的には、衛星Sから発信さ
れる電波信号の搬送波位相をカウントし、これを搬送波
位相データに変換するとともに、同電波信号から軌道要
素情報を抽出して、これをデジタル化した軌道要素デー
タに変換し、さらには、同電波信号から発信時刻情報を
抽出して、これをデジタル化した時刻データに変換す
る。D. S. P25 receives the output signal of the intermediate frequency amplifier 25 and converts the analog signal into a digital signal. More specifically, P25 counts the carrier wave phase of the radio wave signal transmitted from the satellite S and In addition to converting to carrier wave phase data, orbital element information is extracted from the same radio wave signal and converted to digitized orbital element data, and further, transmission time information is extracted from the same radio wave signal and digitalized. Convert to converted time data.
【0017】制御部26は、具体的にはマイクロコンピ
ュータから構成され、D.S.P25からの搬送波位相
データ,軌道要素データ,時刻データを受けて、搬送波
位相データの連続化,軌道要素データのフォーマット
化,時刻データの演算を行い、これらの各データを測位
情報として所定の書式で内部ないしはメモリカードなど
の外部記憶装置に記憶させる。なお、固定局側の測位情
報としては、衛星番号,既知地点Aの位置座標Xs ,Y
s ,各衛星毎の時刻データおよび搬送位相波データがあ
ればよく、軌道要素データは必ずしも必要としない。The control unit 26 is specifically composed of a microcomputer, and includes a D.I. S. The carrier phase data, orbital element data, and time data from P25 are received, the carrier wave phase data is made continuous, the orbital element data is formatted, and the time data is calculated, and each of these data is used as positioning information in a predetermined format. It is stored internally or in an external storage device such as a memory card. The positioning information on the fixed station side includes satellite numbers, position coordinates X s , Y of the known point A.
s , time data and carrier phase wave data for each satellite are sufficient, and orbital element data is not always necessary.
【0018】次に、上記構成の測量システムで測量をす
る方法について説明する。本実施例のシステムによる測
量では、未知地点Bの位置座標Xn ,Yn を求めようと
する場合には、この未知地点Bに移動局側のGPS受信
装置12を設置し、複数の衛星Sからの電波をGPS受
信機12aのアンテナ20で受信し、デジタル化された
測位情報(搬送波位相データ,軌道要素データ,時刻デ
ータ)を得れば測定が可能になる。Next, a method of surveying by the surveying system having the above configuration will be described. In the survey by the system of the present embodiment, when the position coordinates X n and Y n of the unknown point B are to be obtained, the GPS receiving device 12 on the mobile station side is installed at the unknown point B, and a plurality of satellites S are installed. Measurement can be performed by receiving the radio wave from the antenna 20 of the GPS receiver 12a and obtaining digitized positioning information (carrier wave phase data, orbital element data, time data).
【0019】すなわち、本実施例の測量システムでは、
固定局側のGPS受信装置10は、その位置座標Xs ,
Ys が正確に求められている既知地点Aに予め設置さ
れ、かつ、複数の衛星Sからの電波をGPS受信機10
aのアンテナ20で受信し、デジタル化された測位情報
(搬送波位相データ,軌道要素データ,時刻データ)が
間断なく継続して記憶装置に記憶されている。That is, in the surveying system of this embodiment,
The GPS receiver 10 on the fixed station side has its position coordinates X s ,
The GPS receiver 10 is installed in advance at a known point A where Y s is accurately calculated, and receives radio waves from a plurality of satellites S.
The positioning information (carrier wave phase data, orbit element data, time data) received by the antenna 20 of a and digitized is continuously stored in the storage device.
【0020】そのため、既知地点Aの測位情報は、移動
局側のGPS受信装置12による測定中ないしは測定後
に、公衆回線を介して、GPS受信装置12で受信した
時刻の固定局側の測位情報を第2演算処理装置12bに
取り込めば、この演算処理装置12bにより未知地点B
の位置座標Xn ,Yn が求められる。この場合、GPS
受信装置12の測定中に固定局側の測位情報を得れば、
測定現場で直ちに未知地点Bの位置座標Xn ,Yn が求
められ、リアルタイムで測量が行えることになる。 な
お、未知地点Bに対する固定局の選択に関しては、例え
ば、固定局のサービスエリアが近接ないしは重複してい
る場合には、直線距離が近い固定局を選択する。また、
上記実施例では、固定局と移動局との測位情報の授受を
公衆回線を利用して行う場合を例示したが、本発明の実
施はこれに限定されることはなく、固定局から電波を利
用して測位情報の授受を行うことも可能である。さら
に、図2に示した第1および第2演算処理装置10b,
12bは、各GPS受信機10a,12aの制御部26
と兼用し、いずれか一方をそれぞれ省略することも可能
である。Therefore, the positioning information at the known point A is the positioning information on the fixed station side at the time received by the GPS receiving apparatus 12 via the public line during or after the measurement by the GPS receiving apparatus 12 on the mobile station side. If it is taken into the second arithmetic processing unit 12b, the unknown point B
The position coordinates X n , Y n of In this case, GPS
If positioning information on the fixed station side is obtained during measurement of the receiving device 12,
The position coordinates X n , Y n of the unknown point B are immediately obtained at the measurement site, and the survey can be performed in real time. Regarding the selection of the fixed station for the unknown point B, for example, when the service areas of the fixed stations are close to or overlap with each other, the fixed stations having a short linear distance are selected. Also,
In the above embodiment, the case where the positioning information is transmitted and received between the fixed station and the mobile station by using the public line has been illustrated, but the implementation of the present invention is not limited to this, and the radio wave from the fixed station is used. It is also possible to exchange the positioning information. Further, the first and second arithmetic processing units 10b shown in FIG.
12b is a control unit 26 of each GPS receiver 10a, 12a.
It is also possible to use both of them and omit either one of them.
【0021】[0021]
【発明の効果】以上、実施例で詳細に説明したように、
本発明にかかるGPS測量システムによると、エンドユ
ーザーは、1台のGPS受信装置を購入することによ
り、未知地点の測量が行える。また、本発明のシステム
では、既知地点に設置される固定局は、一度設置する
と、その変更などが不要なので、測量地点が異なる度ご
とに固定局を設置する必要がなく、測量の手順が非常に
簡単になる。As described above in detail in the embodiments,
According to the GPS surveying system of the present invention, an end user can survey an unknown point by purchasing one GPS receiver. Further, in the system of the present invention, since fixed stations installed at known points do not need to be changed once installed, it is not necessary to install fixed stations every time the surveying points differ, and the surveying procedure is extremely difficult. To be easy.
【図1】本発明にかかるGPS測量システムの測定状態
の概要を示す説明図である。FIG. 1 is an explanatory diagram showing an outline of a measurement state of a GPS surveying system according to the present invention.
【図2】本発明にかかるGPS測量システムの全体構成
を示す機能ブロック図である。FIG. 2 is a functional block diagram showing an overall configuration of a GPS surveying system according to the present invention.
【図3】図2に示したGPS受信機の機能ブロック図で
ある。FIG. 3 is a functional block diagram of the GPS receiver shown in FIG.
10 GPS受信装置(固定局) 12 GPS受信装置(移動局) 10a GPS受信機 10b 第1演算処理装置 10c モデム 10d 電話機 12a GPS受信機 12b 第2演算処理装置 12c モデム 12d 電話機 10 GPS Receiver (Fixed Station) 12 GPS Receiver (Mobile Station) 10a GPS Receiver 10b First Arithmetic Processor 10c Modem 10d Telephone 12a GPS Receiver 12b Second Arithmetic Processor 12c Modem 12d Telephone
Claims (2)
る少なくとも一対のGPS受信装置を用い、前記GPS
受信装置を異なった地点に設置して、前記GPS受信装
置で同時刻に受信された受信電波の位相差に基づいて、
前記地点間の距離や方向を測定するGPS測量システム
において、 前記いずれか一方のGPS受信装置は、位置座標が既知
の地点に固定設置されて固定局を構成するものであっ
て、この固定局は、所定のサービスエリア毎に複数設け
られ、前記複数の衛星からの電波を間断なく継続的に受
信し、受信した電波から固定局測位情報を作成するもの
であり、 前記いずれか他方のGPS受信装置は、位置座標が未知
の地点に設置されて移動局を構成するものであって、前
記固定局測位情報を測定中ないしは測定後に受けて、当
該GPS受信機自身が受信した受信電波に基づく移動局
測位情報と前記固定局測位情報とから、前記未知地点の
座標値を求めることを特徴とするGPS測量システム。1. A GPS receiver comprising at least a pair of GPS receivers for receiving radio waves transmitted from a plurality of satellites.
The receivers are installed at different points, and based on the phase difference of the received radio waves received at the same time by the GPS receiver,
In the GPS surveying system for measuring the distance or direction between the points, one of the GPS receivers is fixedly installed at a point whose position coordinates are known, and the fixed station is a fixed station. A plurality of GPS receivers are provided for each predetermined service area, continuously receive radio waves from the plurality of satellites without interruption, and create fixed station positioning information from the received radio waves. Is a mobile station that is installed at a position whose position coordinates are unknown, and that receives the fixed station positioning information during or after the measurement, and the mobile station based on the received radio wave received by the GPS receiver itself. A GPS surveying system, wherein coordinate values of the unknown point are obtained from positioning information and the fixed station positioning information.
装置で作成されたデジタル情報であって、前記移動局側
に設置されるGPS受信装置は、前記固定局測位情報を
公衆回線を介して受信し、受信したこの固定局測位情報
とデジタル化された前記移動局測位情報とに基づいて、
前記未知地点の座標値を求めることを特徴とする請求項
1記載のGPS測量システム。2. The fixed station positioning information is digital information created by the GPS receiving apparatus, and the GPS receiving apparatus installed on the mobile station side transmits the fixed station positioning information via a public line. Received, based on the received fixed station positioning information and the digitized mobile station positioning information,
The GPS surveying system according to claim 1, wherein the coordinate value of the unknown point is obtained.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15741693A JPH0712918A (en) | 1993-06-28 | 1993-06-28 | Gps surveying system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15741693A JPH0712918A (en) | 1993-06-28 | 1993-06-28 | Gps surveying system |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0712918A true JPH0712918A (en) | 1995-01-17 |
Family
ID=15649162
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP15741693A Pending JPH0712918A (en) | 1993-06-28 | 1993-06-28 | Gps surveying system |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0712918A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002311123A (en) * | 2001-04-11 | 2002-10-23 | Mitsui & Co Ltd | Satellite position measuring system |
WO2002084321A1 (en) * | 2001-04-11 | 2002-10-24 | Mitsui & Co., Ltd. | Satellite positioning system |
-
1993
- 1993-06-28 JP JP15741693A patent/JPH0712918A/en active Pending
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002311123A (en) * | 2001-04-11 | 2002-10-23 | Mitsui & Co Ltd | Satellite position measuring system |
WO2002084321A1 (en) * | 2001-04-11 | 2002-10-24 | Mitsui & Co., Ltd. | Satellite positioning system |
WO2002084322A1 (en) * | 2001-04-11 | 2002-10-24 | Mitsui & Co., Ltd. | Satellite position measurement system |
US6865484B2 (en) | 2001-04-11 | 2005-03-08 | Mitsui & Co., Ltd. | Satellite position measurement system |
CN1322334C (en) * | 2001-04-11 | 2007-06-20 | 三井物产株式会社 | Satellite position measurement system |
KR100910890B1 (en) * | 2001-04-11 | 2009-08-05 | 가부시키가이샤 토프콘 | Satellite position measurement system |
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