JPH1183479A - Depth measuring system using gps and cad - Google Patents

Depth measuring system using gps and cad

Info

Publication number
JPH1183479A
JPH1183479A JP9244391A JP24439197A JPH1183479A JP H1183479 A JPH1183479 A JP H1183479A JP 9244391 A JP9244391 A JP 9244391A JP 24439197 A JP24439197 A JP 24439197A JP H1183479 A JPH1183479 A JP H1183479A
Authority
JP
Japan
Prior art keywords
gps
receiver
transmitter
cad
data
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
JP9244391A
Other languages
Japanese (ja)
Other versions
JP2940911B2 (en
Inventor
Michio Imai
道男 今井
Satoru Miura
悟 三浦
Tokuaki Gomi
篤暁 五味
Tadashi Yamamoto
忠 山本
Tsutomu Hayazaki
勉 早崎
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.)
Kajima Corp
Original Assignee
Kajima Corp
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
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Application filed by Kajima Corp filed Critical Kajima Corp
Priority to JP9244391A priority Critical patent/JP2940911B2/en
Publication of JPH1183479A publication Critical patent/JPH1183479A/en
Application granted granted Critical
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Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A90/00Technologies having an indirect contribution to adaptation to climate change
    • Y02A90/30Assessment of water resources

Landscapes

  • Position Fixing By Use Of Radio Waves (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a depth measuring system which measures the underwater ground shape accurately in real time. SOLUTION: A stationary station 1 is equipped with a stationary GPS receiver 4 connected with a stationary GPS antenna 3 in known position and a transferring GPS signal transmitter/receiver 5 connected with a stationary GPS receiver 4. A measuring ship 2 is equipped on board with a mobile GPS antenna 8 and automatic depth sounder 11 with positions aligned to the perpendicular direction, a mobile GPS receiver 9 connected with the mobile GPS antennas 8, a transferring GPS signal receiver/transmitter 10 connected with the mobile GPS receiver 9, a data transmitter/receiver 14 connected with the automatic depth sounder 11 and mobile GPS receiver 9, and a synchronizing device 12 whereby the position measuring of the mobile antenna 8 performed by the GPS relative position measuring method through cooperative use of the stationary GPS antenna 3 and mobile antenna 8 is synchronized with the depth measuring using the automatic depth sounder 11. A CAD personal computer 7 is coupled directly or indirectly with the data transmitter/receiver 14, and the position of the mobile antenna 8 and the depth in this position acquired in synchronized measurement are plotted on the depth chart.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明はGPSとCADとを利用する深
浅測量システムに関し、とくに既知位置の固定GPSアン
テナ及び測量船上に自動測深器と鉛直方向に位置合せし
て設けた移動GPSアンテナを用い且つ各測量位置の深さ
をCAD装置により深浅図として描く装置に関する。ここ
に、GPSは全世界測位システム(Global Positioning Sy
stem)であり、CADはコンピュータ援用設計(Computer A
ided Design)である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a bathymetric system using GPS and CAD, and more particularly to a fixed GPS antenna at a known position and a mobile GPS antenna provided on a surveying ship in vertical alignment with an automatic sounding device. The present invention relates to an apparatus used for drawing a depth of each survey position as a shallow map by a CAD apparatus. Here, GPS stands for Global Positioning Sy
CAD) and CAD is Computer Aided Design (Computer A
ided Design).

【0002】[0002]

【従来の技術】海底地形等に関する深浅測量の素朴なも
のでは、目盛りのあるロープの先端に鉛の錘を付けて水
中に投げ込み、錘が海底に達するまでに繰出したロープ
の長さで水深を読取る方法が用いられた。この方法で
は、水深測定の度毎に舟を停める必要があり、しかも一
回の測深に長い時間がかかる問題があった。この問題解
決のため、音のパルスの海底までの往復時間から水深を
求める音響自動測深器が使用されるようになった。
2. Description of the Related Art In a simple method of bathymetric surveying of the seabed topography, a lead weight is attached to the tip of a graduated rope and thrown into water, and the depth of the rope is extended by the length of the rope pulled out until the weight reaches the seabed. A reading method was used. In this method, it is necessary to stop the boat every time the water depth is measured, and it takes a long time for one depth measurement. In order to solve this problem, an acoustic sounding device that obtains the water depth from the round trip time of a sound pulse to the sea floor has been used.

【0003】しかし音響自動測深器は、水深について精
度良く測量できるものの、測量位置については問題があ
った。
[0003] Although the acoustic automatic sounding device can accurately measure the water depth, there is a problem with the position of the measured sound.

【0004】[0004]

【発明が解決しようとする課題】測量船を使う場合に
は、例えばほぼ一定時間間隔で船位を測定し、その船位
をもとに航送方向を定めて測量船を運行しながら適宜測
深する方法、又は陸上に設置した光波測位器によりトラ
ンシーバで測量船を線上あるいは放射線上に誘導しなが
ら適宜測深する方法などが採られる。測量船を使うこれ
らの方法では、水深と船位との正確な整合が困難であ
り、また、水深と船位とから海底地形を算出することは
後処理にならざるを得なかった。
When a surveying ship is used, for example, a method of measuring the position of the ship at approximately constant time intervals, determining the direction of travel based on the position of the ship, and appropriately measuring the depth while operating the surveying ship. Alternatively, a method may be adopted in which a surveying vessel is guided on a line or radiation by a transceiver using a lightwave positioning device installed on land and the sounding is appropriately measured. In these methods using a survey ship, it is difficult to accurately match the water depth with the ship position, and calculating the seafloor topography from the water depth and the ship position has to be post-processed.

【0005】そのほか、光波測位器での測量船誘導によ
る深浅測量には次のような問題点もあった。 (1) 測量機械の取扱や設置に熟練を要する。 (2) 天候に左右されやすく、また光波測位器から測量船
を見通す必要がある。 (3) 海底地形の把握が後処理になるため、例えば埋立工
事のように日々海底面が変化していくような場合には、
埋立作業の進捗状況の的確な把握、計画面に対しての迅
速な対応等の外部要因に関する配慮が必要であり、その
配慮を欠くと正確な測量結果を得るためには支障が生じ
る。 (4) 陸上側に舟を誘導する熟練要員を配置する必要があ
る。
[0005] In addition, the bathymetric survey by surveying a surveying ship with a lightwave positioning device has the following problems. (1) Skill is required in handling and installing surveying equipment. (2) It is easy to be influenced by the weather, and it is necessary to see the survey ship from the lightwave positioning device. (3) Since the understanding of the seafloor topography is post-processing, for example, when the seafloor changes every day, such as in landfill construction,
It is necessary to consider the external factors such as accurate grasp of the progress of the landfill work and prompt response to the planning aspect. Without such consideration, it will be difficult to obtain accurate survey results. (4) It is necessary to arrange skilled personnel to guide the boat on land.

【0006】従って、本発明の目的は水底地形をリアル
タイムに高精度で把握できる深浅測量システムを提供す
るにある。
Accordingly, it is an object of the present invention to provide a bathymetric surveying system capable of grasping the water bottom topography with high accuracy in real time.

【0007】[0007]

【課題を解決するための手段】図1を参照するに、本発
明によるGPSとCAD利用の深浅測量システムは、既知位置
の固定GPSアンテナ3に接続した固定GPS受信器4と固定
GPS受信器4に接続した転送GPS信号受/送信器5を有す
る固定局1;鉛直方向に位置合せした移動GPSアンテナ
8及び自動測深器11、移動GPSアンテナ8に接続した移
動GPS受信器9、移動GPS受信器9に接続した転送GPS信
号受/送信器10、自動測深器11及び移動GPS受信器9に
接続したデータ送/受信器14、並びに固定GPSアンテナ
3及び移動GPSアンテナ8併用のGPS相対測位法による移
動GPSアンテナ8の位置測量と自動測深器11による深浅
測量とを同期させる同期装置12を有する測量船2;並び
にデータ送/受信器14に結合されて、同期した移動GPS
アンテナ8の位置測量及び深浅測量によって定まる位置
における深さを深浅図に描くCAD装置を備えてなるもの
である。
DETAILED DESCRIPTION OF THE INVENTION Referring to FIG. 1, a bathymetry system using GPS and CAD according to the present invention includes a fixed GPS receiver 4 connected to a fixed GPS antenna 3 at a known position.
A fixed station 1 having a transfer GPS signal receiver / transmitter 5 connected to a GPS receiver 4; a mobile GPS antenna 8 and an automatic sounding device 11 vertically aligned; a mobile GPS receiver 9 connected to the mobile GPS antenna 8; Transmitted GPS signal receiver / transmitter 10 connected to mobile GPS receiver 9, data transmitter / receiver 14 connected to automatic sounding device 11 and mobile GPS receiver 9, and GPS using fixed GPS antenna 3 and mobile GPS antenna 8. Surveying vessel 2 having a synchronizing device 12 for synchronizing position measurement of mobile GPS antenna 8 by relative positioning and bathymetry by automatic sounding device 11; and synchronized mobile GPS coupled to data transmitter / receiver 14.
It is provided with a CAD device that draws a depth at a position determined by position measurement and depth measurement of the antenna 8 in a depth map.

【0008】好ましくは、固定局1の転送GPS信号送/
受信器5を転送GPS信号送信器とし且つ測量船2の転送G
PS信号受/送信器10を転送GPS信号受信器とし、測量船
2のデータ送/受信器14をデータ送信器とし、固定局1
にデータ送信器から受信するデータ受信器6及びCADパ
ソコン7を設け、CADパソコン7をCAD装置としてデータ
送信器14からの受信に基づき深浅図を描く。
Preferably, the fixed station 1 transmits the transmitted GPS signal /
The receiver 5 is a transfer GPS signal transmitter and the transfer G of the survey ship 2
The PS signal receiver / transmitter 10 is a transfer GPS signal receiver, the data transmitter / receiver 14 of the survey vessel 2 is a data transmitter, and the fixed station 1
A data receiver 6 and a CAD personal computer 7 for receiving data from a data transmitter are provided, and a depth map is drawn based on the reception from the data transmitter 14 using the CAD personal computer 7 as a CAD device.

【0009】[0009]

【発明の実施の形態】図1を参照して動作を説明する。
図示例では地上の既知位置に固定GPSアンテナ3を設け
て固定局1とし、海20に浮ぶ測量船2を移動局としてGP
S相対測位法を使う。固定局1の固定GPS受信器4に接続
した転送GPS信号受/送信器5を転送GPS信号送信器とし
て固定GPS受信器4で受信したGPS信号を測量船へ送信す
る。測量船2では、転送GPS信号受/送信器10を転送GPS
信号受信器とし、固定GPS受信器4で受信したGPS信号の
転送を受けて移動GPS受信器9へ加える。移動GPS受信器
9は、移動GPSアンテナ8で受信したGPS信号と転送され
てきた固定GPS受信器4での受信GPS信号との差により、
移動GPSアンテナ8の位置を公知のGPS相対測位法によっ
て測量する。本発明によれば、この移動GPSアンテナ8
の測量操作と自動測深器11による深浅測量操作とを同期
装置12によって同期し、しかも移動GPSアンテナ8と自
動測深器11とが鉛直方向に位置合せしてあるので、自動
測深器11は、移動GPS受信器9が測量した移動GPSアンテ
ナ8の位置での水深を出力する。従って、データ送/受
信器14には測量された移動GPSアンテナ8の位置情報と
その位置での水深情報が加えられる。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The operation will be described with reference to FIG.
In the illustrated example, a fixed GPS antenna 3 is provided at a known position on the ground to serve as a fixed station 1, and a survey vessel 2 floating in the sea 20 is used as a mobile station for a GP.
Use S relative positioning. The GPS signal received by the fixed GPS receiver 4 is transmitted to the survey ship as the transfer GPS signal transmitter / receiver 5 connected to the fixed GPS receiver 4 of the fixed station 1 as a transfer GPS signal transmitter. In surveying vessel 2, transfer GPS signal receiver / transmitter 10
As a signal receiver, it receives the transfer of the GPS signal received by the fixed GPS receiver 4 and adds it to the mobile GPS receiver 9. The mobile GPS receiver 9 calculates the difference between the GPS signal received by the mobile GPS antenna 8 and the received GPS signal received by the fixed GPS receiver 4.
The position of the mobile GPS antenna 8 is measured by a known GPS relative positioning method. According to the present invention, this mobile GPS antenna 8
The surveying operation and the bathymetric surveying operation by the automatic sounding device 11 are synchronized by the synchronizing device 12, and the mobile GPS antenna 8 and the automatic sounding device 11 are vertically aligned. The GPS receiver 9 outputs the measured water depth at the position of the mobile GPS antenna 8. Accordingly, the measured position information of the mobile GPS antenna 8 and the water depth information at that position are added to the data transmitter / receiver 14.

【0010】自動測深器11は、例えば音響自動測深器で
あるが、本発明は音響自動測深器に限定されず、レーザ
光によるものその他任意の自動測深器を使うことができ
る。
The automatic sounding device 11 is, for example, an acoustic sounding device. However, the present invention is not limited to the acoustic sounding device, and any other sounding device using a laser beam can be used.

【0011】図示例では測量船2のデータ送/受信器14
をデータ送信器とし、固定局1にデータ送信器から受信
するデータ受信器6及びCADパソコン7を設ける。このC
ADパソコン7は、測量船2のデータ送信器14から移動GP
Sアンテナ8の位置情報とその位置での水深情報を得る
ことができるので、深浅図を例えば図3のように描くこ
とができる。しかも、GPS相対測位法による位置測量と
例えば音響自動測深器である自動測深器11による深浅測
量とは何れも数分の1秒以内に完了するので、CADパソ
コン7のCAD手法による深浅図作成は、測量船2の移動
に応じリアルタイムで行うことができる。
In the illustrated example, the data transmitter / receiver 14 of the survey ship 2
Is a data transmitter, and the fixed station 1 is provided with a data receiver 6 and a CAD personal computer 7 for receiving data from the data transmitter. This C
The AD personal computer 7 moves from the data transmitter 14 of the survey
Since the position information of the S antenna 8 and the water depth information at that position can be obtained, a depth diagram can be drawn, for example, as shown in FIG. In addition, since both the position measurement by the GPS relative positioning method and the bathymetry by the automatic sounding device 11 which is an acoustic automatic sounding device are completed within a fraction of a second, the creation of the depth map by the CAD method of the CAD personal computer 7 is not possible. , According to the movement of the survey boat 2.

【0012】従って、本発明の目的である「水底地形を
リアルタイムに高精度で把握できる深浅測量システム」
の提供が達成される。
Accordingly, an object of the present invention is to provide a bathymetry system capable of grasping the water bottom topography with high accuracy in real time.
Is achieved.

【0013】[0013]

【実施例】図1の実施例では、監視用パソコン13を測量
船2に設け、これをデータ送/受信器14に接続してい
る。移動GPS受信器9が上記のようにして算出する移動G
PSアンテナ8の位置をこの監視用パソコン13に、例えば
図2のように表示し、その監視用パソコン13を運転室の
見やすい位置に設置すれば、測量船2の運転員は船の位
置の表示を見ながら測量すべき範囲をくまなく運航する
ことができる。このように表示される船位と各船位での
水深とは、データ送/受信器14によって固定局1へ送ら
れ、同局のCADパソコン7によって深浅図として作図さ
れる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS In the embodiment shown in FIG. 1, a monitoring personal computer 13 is provided on a survey vessel 2 and connected to a data transmitter / receiver 14. The mobile G calculated by the mobile GPS receiver 9 as described above
If the position of the PS antenna 8 is displayed on the monitoring personal computer 13 as shown in FIG. 2, for example, and the monitoring personal computer 13 is installed in an easily visible position in the cab, the operator of the surveying ship 2 can display the position of the ship. It is possible to operate all over the range to be surveyed while watching The ship position and the water depth at each ship position displayed in this manner are sent to the fixed station 1 by the data transmitter / receiver 14, and are plotted as a shallow map by the CAD computer 7 of the station.

【0014】固定局1が工事事務所等である場合には、
CADパソコン7の表示及びその機能を利用して各種の必
要なデータをオンラインで計算できる。例えば、埋立工
事では、埋立数量、土量変化率等を迅速に算出できる。
また固定局1にいる管理者は、深浅図の完成に必要なデ
ータを取得できるように、無線で測量船2を遠隔誘導す
ることも可能である。
When the fixed station 1 is a construction office or the like,
Various necessary data can be calculated online using the display of the CAD personal computer 7 and its functions. For example, in a landfill construction, the landfill quantity, the rate of change in soil volume, and the like can be calculated quickly.
Further, an administrator at the fixed station 1 can remotely guide the survey ship 2 by radio so that data necessary for completing a shallow map can be obtained.

【0015】CADパソコン7の設置位置は固定局1に限
定させず、固定局1に替えて又はこれに加えて測量船2
上にも設置できる。また、測量船2上の監視用パソコン
13にCAD機能を加えることも可能である。同様に、固定
局1のCADパソコン7に測量船2の位置表示機能を付加
することもできる。
The installation position of the CAD personal computer 7 is not limited to the fixed station 1, but may be replaced with or in addition to the fixed station 1.
Can also be installed on top. Also, a personal computer for monitoring on the survey ship 2
It is also possible to add a CAD function to 13. Similarly, the position display function of the survey ship 2 can be added to the CAD personal computer 7 of the fixed station 1.

【0016】自動測深器11の測深と同期した移動GPSア
ンテナ8の位置測量を固定局1において行うことも可能
である。測量船2の転送GPS信号受/送信器10を転送GPS
信号送信器とし且つ固定局1の転送GPS信号送/受信器
5を転送GPS信号受信器とし、測量船1の同期装置12を
して転送GPS信号送信器による転送GPS信号の送信と自動
測深器11による深浅測量とを同期させる。固定局1の固
定GPS受信器4において、固定GPSアンテナ3での受信GP
S信号と測量船2の深浅測量に同期して送信された転送G
PS信号とに基づき、同期された深浅測量時の移動GPSア
ンテナ8の位置を測量することができる。この場合、測
量船1のデータ送/受信器14をデータ送信器とし、固定
局1にデータ送信器から受信するデータ受信器6及びCA
Dパソコン7を設け、CADパソコン7をして、データ送信
器14からの受信と固定局1の固定GPS受信器4における
移動GPSアンテナ位置8の測量とに基づき深浅図を描か
せることができる。
The position measurement of the mobile GPS antenna 8 synchronized with the sounding of the automatic sounding device 11 can be performed in the fixed station 1. Transfer GPS signal receiver / transmitter 10 of survey ship 2 GPS
The transmission GPS signal transmitter / receiver 5 of the fixed station 1 is used as the transmission GPS signal receiver. Synchronize bathymetry with 11. In the fixed GPS receiver 4 of the fixed station 1, the reception GP with the fixed GPS antenna 3
Transfer G transmitted in synchronization with S signal and bathymetric survey of survey vessel 2
Based on the PS signal, the position of the mobile GPS antenna 8 at the time of synchronized bathymetry can be measured. In this case, the data transmitter / receiver 14 of the survey ship 1 is a data transmitter, and the fixed station 1 has a data receiver 6 and a CA which are received from the data transmitter.
The D personal computer 7 is provided, and the CAD personal computer 7 can draw a depth map based on the reception from the data transmitter 14 and the measurement of the mobile GPS antenna position 8 in the fixed GPS receiver 4 of the fixed station 1.

【0017】[0017]

【発明の効果】以上説明したように、本発明のGPSとCAD
利用の深浅測量システムは、既知位置に固定GPSアンテ
ナを設け、測量船に鉛直方向に位置合せした移動GPSア
ンテナ及び自動測深器を取付け、GPS相対測位法による
移動アンテナの位置測量と前記自動測深器による深浅測
量とを同期させるので次の顕著な効果を奏する。
As described above, the GPS and CAD according to the present invention are used.
The bathymetric system used is equipped with a fixed GPS antenna at a known position, a mobile GPS antenna and an automatic sounding device that are vertically aligned on the survey ship, and the position measurement of the mobile antenna by the GPS relative positioning method and the automatic sounding device. The following remarkable effects can be obtained by synchronizing with the bathymetry.

【0018】(a) 測量範囲をカバーする測量が測量船の
運転に伴って自動的に行えるので、測量に関する専門知
識のある要員を必要としない。 (b) 船位の測量にGPS相対測位法を使うので、天候に左
右されずに測量をすることができる。 (c) 測量の管理者は、水底の地形及びその変化状況を測
量作業中にCAD表示で確認することができ、測量作業完
了時にCAD画面を管理図にできるため、迅速な測量作業
管理及び測量結果管理が可能である。 (d) 測量作業自体は一人で行える。 (e) 測量の進捗状況をリアルタイムで把握できるので、
測量範囲をもれなく測量することができる。
(A) Since the surveying covering the surveying range can be automatically performed with the operation of the surveying ship, there is no need for personnel having specialized knowledge on the surveying. (b) Since the GPS positioning method is used to measure the position of the ship, it is possible to measure without being affected by the weather. (c) The surveying manager can check the topography of the water bottom and its change status on the CAD display during the surveying work, and since the CAD screen can be used as a control chart when the surveying work is completed, quick survey work management and surveying can be performed. Result management is possible. (d) The surveying work itself can be done by one person. (e) Since the progress of the survey can be grasped in real time,
Surveying can be performed without missing the surveying range.

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

【図1】は、本発明の一実施例の構成を示す図式的説明
図である。
FIG. 1 is a schematic explanatory view showing the configuration of an embodiment of the present invention.

【図2】は、測量船の位置を示す図の一例である。FIG. 2 is an example of a diagram showing a position of a survey ship.

【図3】は、深浅測量の結果を示す深浅図の一例であ
る。
FIG. 3 is an example of a bathymetric diagram showing a result of bathymetric survey.

【符号の説明】[Explanation of symbols]

1…固定局 2…測量船 3…固定GPSアンテナ 4…固定GPS受信器 5…転送GPS信号送/受信器 6…データ送/受信器 7…CADパソコン 8…移動GPSアンテナ 9…移動GPS受信器 10…転送GPS信号受/送信器 11…自動測深器 12…同期装置 13…監視用パソコン 14…データ送/受信器 20…海 1 Fixed Station 2 Survey Ship 3 Fixed GPS Antenna 4 Fixed GPS Receiver 5 Transferred GPS Signal Transmitter / Receiver 6 Data Transmitter / Receiver 7 CAD Computer 8 Mobile GPS Antenna 9 Mobile GPS Receiver 10 ... Transfer GPS signal receiver / transmitter 11 ... Automatic sounder 12 ... Synchronizer 13 ... Monitoring computer 14 ... Data transmitter / receiver 20 ... Sea

───────────────────────────────────────────────────── フロントページの続き (72)発明者 山本 忠 東京都港区元赤坂一丁目2番7号 鹿島建 設株式会社内 (72)発明者 早崎 勉 東京都港区元赤坂一丁目2番7号 鹿島建 設株式会社内 ──────────────────────────────────────────────────の Continuing on the front page (72) Inventor Tadashi Yamamoto 1-2-7 Moto-Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd. (72) Inventor Tsutomu Hayasaki 1-2-7 Moto-Akasaka, Minato-ku, Tokyo No.Kashima Construction Co., Ltd.

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】既知位置の固定GPSアンテナに接続した固
定GPS受信器と該固定GPS受信器に接続した転送GPS信号
送/受信器とを有する固定局;鉛直方向に位置合せした
移動GPSアンテナ及び自動測深器、前記移動GPSアンテナ
に接続した移動GPS受信器、前記移動GPS受信器に接続し
た転送GPS信号受/送信器、前記自動測深器及び移動GPS
受信器に接続したデータ送/受信器、並びに前記固定GP
Sアンテナ及び移動GPSアンテナ併用のGPS相対測位法に
よる移動GPSアンテナの位置測量と前記自動測深器によ
る深浅測量とを同期させる同期装置を有する測量船;並
びに前記データ送/受信器に結合されて、同期した移動
GPSアンテナの位置測量及び深浅測量によって定まる位
置における深さを深浅図に描くCAD装置を備えてなるGPS
とCAD利用の深浅測量システム。
1. A fixed station having a fixed GPS receiver connected to a fixed GPS antenna at a known position and a transfer GPS signal transmitter / receiver connected to the fixed GPS receiver; a mobile GPS antenna vertically aligned; An auto sounder, a mobile GPS receiver connected to the mobile GPS antenna, a transfer GPS signal receiver / transmitter connected to the mobile GPS receiver, the automatic sounder and mobile GPS
A data transmitter / receiver connected to a receiver, and the fixed GP
A surveying vessel having a synchronizing device for synchronizing the position measurement of the mobile GPS antenna by the GPS relative positioning method using the S antenna and the mobile GPS antenna together with the bathymetric survey by the automatic sounding device; and coupled to the data transmitter / receiver, Synchronized moves
GPS equipped with a CAD device that draws a depth map at a position determined by GPS antenna position measurement and bathymetry
And a bathymetry system using CAD.
【請求項2】請求項1の測量システムにおいて、前記固
定局の転送GPS信号送/受信器を転送GPS信号送信器とし
且つ前記測量船の転送GPS信号受/送信器を転送GPS信号
受信器とし、前記測量船のデータ送/受信器をデータ送
信器とし、前記固定局にデータ送信器から受信するデー
タ受信器及びCADパソコンを設け、前記CADパソコンを前
記CAD装置として前記データ送信器からの受信に基づき
前記深浅図を描いてなるGPSとCAD利用の深浅測量システ
ム。
2. The surveying system according to claim 1, wherein the transmission GPS signal transmitter / receiver of the fixed station is a transmission GPS signal transmitter, and the transmission GPS signal receiver / transmitter of the survey ship is a transmission GPS signal receiver. A data transmitter / receiver of the survey ship is a data transmitter, and the fixed station is provided with a data receiver and a CAD personal computer for receiving data from the data transmitter, and the CAD personal computer is used as the CAD device to receive data from the data transmitter. A bathymetric survey system that uses GPS and CAD to draw the bathymetric map based on the above.
【請求項3】請求項1の測量システムにおいて、前記固
定局の転送GPS信号送/受信器を転送GPS信号送信器とし
且つ前記測量船の転送GPS信号受/送信器を転送GPS信号
受信器とし、前記測量船にデータ送/受信器へ接続した
CADパソコンを設け、前記CADパソコンを前記CAD装置と
して前記深浅図を描いてなるGPSとCAD利用の深浅測量シ
ステム。
3. The surveying system according to claim 1, wherein the transmission GPS signal transmitter / receiver of said fixed station is a transmission GPS signal transmitter, and said transmission GPS signal receiver / transmitter of said survey ship is a transmission GPS signal receiver. Connected to the surveying vessel to a data transmitter / receiver
A GPS and CAD-based bathymetric survey system in which a CAD PC is provided and the CAD PC is used as the CAD device to draw the bathymetric map.
【請求項4】請求項1の測量システムにおいて、前記測
量船の転送GPS信号受/送信器を転送GPS信号送信器とし
且つ前記固定局の転送GPS信号送/受信器を転送GPS信号
受信器とし、前記測量船の同期装置をして転送GPS信号
送信器による転送GPS信号の送信と前記自動測深器によ
る深浅測量とを同期させ、前記固定局の固定GPS受信器
において該固定GPS受信器での受信GPS信号と前記測量船
の深浅測量に同期して送信された転送GPS信号とに基づ
き前記同期された深浅測量時の移動GPSアンテナの位置
を測量し、前記測量船のデータ送/受信器をデータ送信
器とし、前記固定局にデータ送信器から受信するデータ
受信器及びCADパソコンを設け、前記CADパソコンを前記
CAD装置として前記データ送信器からの受信と前記固定
局の固定GPS受信器における移動GPSアンテナ位置の測量
とに基づき前記深浅図を描いてなるGPSとCAD利用の深浅
測量システム。
4. The surveying system according to claim 1, wherein the transmission GPS signal receiver / transmitter of the survey ship is a transmission GPS signal transmitter, and the transmission GPS signal transmitter / receiver of the fixed station is a transmission GPS signal receiver. Synchronize the transmission of the transmission GPS signal by the transmission GPS signal transmitter and the bathymetry by the automatic sounding device by using the synchronization device of the survey ship, and the fixed GPS receiver of the fixed station in the fixed GPS receiver. Based on the received GPS signal and the transmitted GPS signal transmitted in synchronization with the bathymetry of the survey vessel, the position of the mobile GPS antenna at the time of the synchronized bathymetry is measured, and the data transmitter / receiver of the survey vessel is used. As a data transmitter, the fixed station is provided with a data receiver and a CAD personal computer to receive from the data transmitter, and the CAD personal computer is
A bathymetry system using GPS and CAD which draws the bathymetric map based on reception from the data transmitter as a CAD device and measurement of the position of a mobile GPS antenna at the fixed GPS receiver at the fixed station.
【請求項5】請求項1ー4の何れかの測量システムにお
いて、前記測量船のデータ送/受信器を固定局へのデー
タ送信及び固定局からのデータ受信が可能なデータ送受
信器とし、前記測量船のデータ送受信器に監視用パソコ
ンを接続し測量船の位置を監視用パソコンに表示してな
るGPSとCAD利用の深浅測量システム。
5. The surveying system according to claim 1, wherein the data sending / receiving device of the survey ship is a data transmitting / receiving device capable of transmitting data to a fixed station and receiving data from the fixed station. A bathymetric survey system using GPS and CAD, in which a monitoring PC is connected to the surveying vessel's data transceiver and the position of the surveying vessel is displayed on the monitoring PC.
JP9244391A 1997-09-09 1997-09-09 Bathymetry system using GPS and CAD Expired - Fee Related JP2940911B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9244391A JP2940911B2 (en) 1997-09-09 1997-09-09 Bathymetry system using GPS and CAD

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9244391A JP2940911B2 (en) 1997-09-09 1997-09-09 Bathymetry system using GPS and CAD

Publications (2)

Publication Number Publication Date
JPH1183479A true JPH1183479A (en) 1999-03-26
JP2940911B2 JP2940911B2 (en) 1999-08-25

Family

ID=17117983

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9244391A Expired - Fee Related JP2940911B2 (en) 1997-09-09 1997-09-09 Bathymetry system using GPS and CAD

Country Status (1)

Country Link
JP (1) JP2940911B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100805358B1 (en) 2004-12-02 2008-02-20 인천대학교 산학협력단 Depth-sounding apparatus mounted remote control survey ship using wireless internet and dgps

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100805358B1 (en) 2004-12-02 2008-02-20 인천대학교 산학협력단 Depth-sounding apparatus mounted remote control survey ship using wireless internet and dgps

Also Published As

Publication number Publication date
JP2940911B2 (en) 1999-08-25

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