JPH0642969A - Method and apparatus for measurement of posture of underwater installed object - Google Patents

Method and apparatus for measurement of posture of underwater installed object

Info

Publication number
JPH0642969A
JPH0642969A JP19944892A JP19944892A JPH0642969A JP H0642969 A JPH0642969 A JP H0642969A JP 19944892 A JP19944892 A JP 19944892A JP 19944892 A JP19944892 A JP 19944892A JP H0642969 A JPH0642969 A JP H0642969A
Authority
JP
Japan
Prior art keywords
azimuth
signal
installation
ship
measuring
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
JP19944892A
Other languages
Japanese (ja)
Other versions
JP2524455B2 (en
Inventor
Tetsuki Kikuchi
哲樹 菊地
Masayuki Miura
正之 三浦
Tomonori Sato
知則 佐藤
Satoru Miura
悟 三浦
Shunjiro Takase
俊二郎 高瀬
Hisao Kondo
久夫 今藤
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
Application filed by Kajima Corp filed Critical Kajima Corp
Priority to JP4199448A priority Critical patent/JP2524455B2/en
Publication of JPH0642969A publication Critical patent/JPH0642969A/en
Application granted granted Critical
Publication of JP2524455B2 publication Critical patent/JP2524455B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Length Measuring Devices With Unspecified Measuring Means (AREA)

Abstract

PURPOSE:To obtain a method and an apparatus wherein the posture of a structure such as a sinker as an anchor installed in the water or an anchor made of iron is measured. CONSTITUTION:A direction meter 10 which detects the direction of an arbitray reference line D1 and which outputs a directional signal is fixed onto an underwater installed object 3. Before its installation operation, the installed object 3 is suspended in a prescribed direction while a directional relative angle thetabetween the installed object 3 and a working ship 1 has been fixed, and the correspondence of the directional signal from the direction meter 10 when a measurable prescribed angle is changed to the directional value of a gyrocompass 20 mounted on the working ship is gathered as own-difference calibration data. When the posture of the underwater installed object 3 is measured, an own-difference included in the directional angle of the direction meter 10 is calibrated by the own-difference calibration data. In addition, an inclinometer 11 which detects an inclination and which outputs an inclination signal is fixed onto the installed object 3, and the posture of the underwater installed object 3 can be measured on the basis of the direction and the inclination.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は水中に設置する設置物の
姿勢計測方法及び装置に関し、特にアンカーや鉄製のア
ンカーであるシンカーなどの水中設置物の姿勢を計測す
る水中設置物の姿勢計測方法及び装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and apparatus for measuring the posture of an underwater installation object, and more particularly to a posture measurement method for an underwater installation object for measuring the posture of an underwater installation object such as an anchor or a sinker which is an iron anchor. And equipment.

【0002】[0002]

【従来の技術】水中工事特に海洋工事においては、工事
船を係留するためのおもりとしてアンカーやシンカーな
どの設置物を海中に設置する。図7(A)を参照するに
設置物は例えば大きさが9m×7m×3m、重さが11
50tで、一側面に係留用金物を設けた構造物である。
設置物を海中に設置するに際しては、図8(A)に示す
ように作業船を係留する方向が決められているためその
方向を把握することが必要となる。また設置場所の海底
が急な傾斜面である場合には、図8(B)に示すように
設置した設置物が所定の位置から移動してしまうため目
的位置での工事船の係留計画ができなくなる。シンカー
の設置に関する許容方位及び係留索方向許容傾斜角の許
容値は大きいため、監視精度としては方位誤差として±
2゜以下、傾斜誤差として±1゜以下の計測が要求され
る。
2. Description of the Related Art Underwater construction, especially offshore construction, installs anchors, sinkers, and other installations under the sea as weights for mooring a construction ship. Referring to FIG. 7A, the installation object has, for example, a size of 9 m × 7 m × 3 m and a weight of 11 m.
It is a structure with mooring hardware on one side at 50t.
When installing the installation object in the sea, it is necessary to grasp the direction in which the mooring direction of the work boat is determined as shown in FIG. 8 (A). If the seabed at the installation site is a steep slope, the installed object will move from the specified position as shown in Fig. 8 (B), so it is possible to plan the mooring of the construction ship at the target position. Disappear. Since the allowable values for the allowable azimuth and the allowable tilt angle for mooring ropes regarding the installation of sinkers are large, the monitoring accuracy is ±
Measurements of 2 ° or less and inclination error of ± 1 ° or less are required.

【0003】従来はクレーン船などの作業船により設置
する設置物を吊り下げて設置場所に移動し、陸岸からの
測量や船搭載のジャイロコンパスを参考に設置物の姿勢
を把握して水中に設置していた。
Conventionally, an installation object to be installed by a work ship such as a crane ship is hung and moved to the installation site, and the attitude of the installation object is grasped underwater by referring to the survey from the land shore and the gyro compass mounted on the ship. It was installed.

【0004】[0004]

【発明が解決しようとする課題】しかし従来の方法で
は、次のような問題点があった。 (1)海洋工事の場合必ずしも設置物設置場所が陸岸か
ら近いとは限らず、陸岸からの測量ができないことがあ
る。 (2)陸岸からの測量では、工事船側に測量データを無
線などで送る必要があり作業の迅速性に欠ける。 (3)クレーン船などの作業船のコンパス、例えばジャ
イロコンパスを使用する場合でも、船の方位しか把握で
きないため、吊り下げている設置物と船との相対姿勢を
常時計測しなければ設置物本体の姿勢は分からない。 (4)空中に出ている設置物の方位や傾斜は人が見て判
断しているが、水中に吊り降ろした場合には目視でき
ず、潮流や海底の凸凹による設置物の姿勢変化を把握で
きない。
However, the conventional method has the following problems. (1) In the case of offshore construction, the installation site is not always close to the landshore, and it may not be possible to survey from the landshore. (2) In the case of surveying from the landshore, it is necessary to send survey data to the construction ship side by radio, etc., and the work is not quick. (3) Even when using a compass of a work ship such as a crane ship, for example, a gyro compass, only the bearing of the ship can be grasped. Therefore, the installation body itself must be measured unless the relative posture between the suspended installation and the ship is constantly measured. I don't know his attitude. (4) Although the orientation and inclination of the installation object in the air is visually determined, it cannot be visually confirmed when it is suspended in water, and the posture change of the installation object due to tidal currents and unevenness of the seabed can be grasped. Can not.

【0005】発明者は、方位を検出して方位信号を出力
する方位計と所定方向における傾斜を検出して傾斜信号
を出力する傾斜計により、設置物の方位及び傾斜が含ま
れる姿勢を計測できることに注目した。
The inventor can measure the orientation including the azimuth and inclination of an installed object by using an azimuth meter that detects an azimuth and outputs an azimuth signal and an inclinometer that detects an inclination in a predetermined direction and outputs an inclination signal. I paid attention to.

【0006】ここで地球磁場方向を計測する方位計は、
付近に磁性体があると正しい方位信号を出力しない。例
えば設置物としてのシンカーは鉄の塊であり、この上に
磁気方位計を固定する場合にはシンカーによる磁場への
影響によって方位計の方位信号には自差と呼ばれる誤差
が生じる。また、地磁気の傾きによって生じるその地点
に固有の偏差と呼ばれる誤差を生じる。図3を参照する
に、方位信号が磁性体の影響を受けない場合には方位信
号と現実の方位とは偏差を含むのみで点線で表わされた
直線関係を持つが、実際には方位信号が自差を含むため
実線で表わされるように直線性が失なわれる。設置物の
方位を計測するためには前記方位信号の自差を較正する
ことが不可欠となる。
Here, the compass that measures the direction of the earth's magnetic field is
If there is a magnetic material in the vicinity, the correct direction signal will not be output. For example, a sinker as an installation object is an iron lump, and when a magnetic azimuth meter is fixed on this, an error called an error occurs in the azimuth signal of the azimuth meter due to the influence of the sinker on the magnetic field. In addition, an error called a deviation peculiar to that point is generated due to the inclination of the geomagnetism. Referring to FIG. 3, when the azimuth signal is not affected by the magnetic substance, the azimuth signal and the actual azimuth have a linear relationship represented by a dotted line only with a deviation. Since it includes the difference, the linearity is lost as shown by the solid line. In order to measure the azimuth of the installation, it is essential to calibrate the difference of the azimuth signal.

【0007】本発明の目的は、水中に設置する設置物の
姿勢を計測する方法及び装置を提供するにある。
An object of the present invention is to provide a method and apparatus for measuring the posture of an installation object installed in water.

【0008】[0008]

【課題を解決するための手段】図1の図式的説明図及び
図2のブロック図を参照するに、本発明の水中設置物の
姿勢計測方法によれば、吊下げ操作により水中に設置す
る設置物3上に方位を検出し方位信号を出力する方位計
10を固定する。ここで方位計10からの方位信号は、方位
計10付近の磁性体が磁場に与える影響によって正しい方
位とならず、自差と呼ばれる誤差を含む。所定方位で設
置物3を吊下げ、所定方位から測定可能な所定角度だけ
設置物3の方位を変化させ、前記方位の変化とそれに伴
う前記方位信号の変化とを比較し、その回転角度により
前記方位信号に含まれる自差を較正する。較正後の方位
信号により設置物3の方位が含まれる姿勢を計測する。
上記姿勢計測は吊下げ操作中、及び水中への設置終了後
でも行うことができる。
With reference to the schematic explanatory view of FIG. 1 and the block diagram of FIG. 2, according to the method for measuring the posture of an underwater installation of the present invention, the installation for installation in water by a hanging operation is performed. An azimuth meter that detects the azimuth on the object 3 and outputs an azimuth signal
Fix 10 Here, the azimuth signal from the azimuth meter 10 does not have a correct azimuth due to the influence of the magnetic substance near the azimuth meter 10 on the magnetic field, and includes an error called an error. The installation object 3 is hung in a predetermined orientation, the orientation of the installation object 3 is changed by a predetermined angle that can be measured from the predetermined orientation, the change in the orientation and the change in the orientation signal accompanying it are compared, and the rotation angle determines Calibrate the error included in the azimuth signal. The posture including the azimuth of the installation object 3 is measured by the azimuth signal after the calibration.
The posture measurement can be performed during the suspending operation and even after the installation in water.

【0009】設置物3が作業船1に吊下げられている場
合には、作業船1搭載のコンパス20で測定された所定方
位で設置物3を吊下げ、設置物3の作業船1に対する相
対角度θを固定したまま、作業船1搭載のコンパス20で
作業船1の方位を測定しながら作業船1の方位を変化さ
せる。前記方位信号と作業船1の方位変化とを比較する
ことにより、前記方位信号に含まれる前記自差を較正す
る。
When the installation 3 is suspended from the work boat 1, the installation 3 is suspended in a predetermined direction measured by the compass 20 mounted on the work boat 1 and the installation 3 is moved relative to the work boat 1. While the angle θ is fixed, the orientation of the work boat 1 is changed while measuring the orientation of the work boat 1 with the compass 20 mounted on the work boat 1. By comparing the heading signal and the heading change of the work boat 1, the deviation included in the heading signal is calibrated.

【0010】好ましくは、傾斜を検出して傾斜信号を出
力する傾斜計11を設置物3上に固定し、前記較正後の方
位信号と前記傾斜信号とによって計測した方位及び傾斜
を姿勢計測に含める。
Preferably, an inclinometer 11 for detecting an inclination and outputting an inclination signal is fixed on the installation 3, and the orientation and inclination measured by the azimuth signal after the calibration and the inclination signal are included in the attitude measurement. .

【0011】本発明の水中設置物の姿勢計測装置は、吊
下げ操作により水中に設置する設置物3上に固定した方
位の検出と方位信号の出力とをする方位計10、所定方位
で設置物3を吊下げて所定方位から測定可能な所定角度
だけ設置物3の方位を変化させる揺動手段、前記方位の
変化とそれに伴う前記方位信号の変化とを比較すること
によりその回転角度から前記方位信号を較正する較正手
段22、及び前記較正後の方位信号を計測する計測手段24
を備えてなる。
The attitude measuring device for an underwater installed object according to the present invention comprises an azimuth meter 10 for detecting an azimuth fixed on an installed object 3 installed underwater by a suspending operation and outputting an azimuth signal. Swinging means for suspending 3 to change the azimuth of the installation object 3 by a predetermined angle that can be measured from the predetermined azimuth, and comparing the change of the azimuth and the change of the azimuth signal with it, the azimuth from the rotation angle Calibration means 22 for calibrating the signal, and measurement means 24 for measuring the azimuth signal after the calibration.
Be equipped with.

【0012】設置物3が作業船1に吊下げられている場
合には、更に作業船1の方位を測定する作業船1搭載の
コンパス20を設け、前記揺動手段をコンパス20で測定さ
れた所定方位で設置物3を吊下げ設置物3の作業船1に
対する相対角度θを固定したまま作業船1の方位を変化
させる揺動手段とし、前記較正手段22を前記方位信号と
コンパス20により測定された作業船1の前記方位変化と
を比較することにより前記方位信号に含まれる自差を較
正する較正手段22とする。
When the installation 3 is hung on the work boat 1, a compass 20 mounted on the work boat 1 for measuring the direction of the work boat 1 is further provided, and the swinging means is measured by the compass 20. The calibrating means 22 is measured by the compass 20 and the oscillating means for suspending the installation object 3 in a predetermined azimuth and changing the azimuth of the work ship 1 while fixing the relative angle θ of the installation object 3 with respect to the work ship 1. The calibration means 22 calibrates the difference included in the azimuth signal by comparing the azimuth change of the work boat 1 thus obtained.

【0013】好ましくは本発明の水中設置物の姿勢計測
装置に、設置物3上に固定すべき傾斜計11を含め、その
傾斜計11によって設置物3の傾斜を検出して傾斜信号を
出力させ、方位と傾斜とを含む設置物3の姿勢を計測手
段24により計測する。
Preferably, the posture measuring apparatus for an underwater installation of the present invention includes an inclinometer 11 to be fixed on the installation 3, and the inclination of the installation 3 is detected by the inclinometer 11 to output an inclination signal. , The attitude of the installation 3 including the azimuth and the inclination is measured by the measuring means 24.

【0014】[0014]

【作用】図2のブロック図を参照するに、水中に設置す
る設置物3の上に固定された方位計10は、任意基準線D
1の方位を検出し方位信号として出力する。任意基準線
D1は設置物3上で任意に定めることができ、例えば係
留用金物を設けた一側面の方向とすることができる。図
示例の方位計は、地球磁場に追随する磁石を4面のホー
ル素子板で取り囲み前記ホール素子に発生する前記磁石
の磁場の強さに比例した電圧から方位を求めるホール素
子コンパス形のものである。但し本発明の方位計10は上
記ホール素子コンパス形に限定されるものではなく、任
意基準線D1の方位を検出し方位信号を出力するもので
あれば足りる。
Operation Referring to the block diagram of FIG. 2, the azimuth meter 10 fixed on the installation object 3 installed in the water is an arbitrary reference line D.
The azimuth of 1 is detected and output as an azimuth signal. The arbitrary reference line D1 can be arbitrarily set on the installation object 3, and can be, for example, the direction of one side surface provided with the mooring hardware. The azimuth meter in the illustrated example is a Hall element compass type in which a magnet that follows the earth's magnetic field is surrounded by four Hall element plates and the azimuth is obtained from a voltage proportional to the magnetic field strength of the magnet generated in the Hall element. is there. However, the azimuth meter 10 of the present invention is not limited to the above-mentioned Hall element compass type, and any device that detects the azimuth of the arbitrary reference line D1 and outputs an azimuth signal is sufficient.

【0015】自差は設置物3の形状によって固有のもの
であるため、設置物3個々に自差を較正するデータ収録
が必要となる。作業船コンパス20を使う場合の自差較正
データの作成を、図4のフローチャートによって説明す
る。先ずステップ401で設置物3を所定方位、例えば
設置物3を設置する目標方位若しくはそれに近い方位で
吊下げる。前記コンパス20を使う場合は、吊下げた設置
物3の方位と作業船1の方位との間の相対角度θを固定
する。ステップ402で設置物3の方位を所定方位から
測定可能な所定角度例えば±数十度変化させる。前記コ
ンパス20を使う場合は、コンパス20で作業船1の方位を
測定しながら作業船1の方位を±数十度変化させる。但
し変化させる角度はこの角度に限定されるものではな
く、変化させる所定角度が測定可能であれば足りる。ス
テップ403で、方位計10の方位信号の変化と前記所定
方位からの前記所定角度変化とを対応させて、自差較正
データとする。前記コンパス20を使う場合は、前記±数
十度の方位変化中の(コンパスの方位値−θ)を前記所
定方位からの前記所定角度変化とすることができる。即
ち、自差較正データは、方位計10の方位信号とそれに対
応するコンパス方位値などの自差補正方位との対応表で
ある。ステップ404で、その自差較正データをファイ
ルとして記録する。
Since the difference between the installations 3 is unique to the shape of the installation 3, it is necessary to record data for calibrating the installation 3 individually. Creation of the calibration data for the case of using the work boat compass 20 will be described with reference to the flowchart of FIG. First, in step 401, the installation object 3 is hung in a predetermined orientation, for example, a target orientation for installing the installation object 3 or an orientation close to the target orientation. When the compass 20 is used, the relative angle θ between the orientation of the suspended installation 3 and the orientation of the work boat 1 is fixed. In step 402, the azimuth of the installation object 3 is changed by a predetermined angle that can be measured from the predetermined azimuth, for example ± several tens of degrees. When the compass 20 is used, the orientation of the work boat 1 is changed by ± 10 degrees while measuring the orientation of the work boat 1 with the compass 20. However, the angle to be changed is not limited to this angle, and it is sufficient if the predetermined angle to be changed can be measured. In step 403, the change in the azimuth signal of the azimuth meter 10 and the change in the predetermined angle from the predetermined azimuth are made to correspond to each other, and the difference calibration data is obtained. When the compass 20 is used, the (compass azimuth value −θ) during the azimuth change of ± several tens of degrees can be set as the predetermined angle change from the predetermined azimuth. That is, the own-calibration data is a correspondence table between the azimuth signal of the azimuth meter 10 and the corresponding azimuth correction azimuth such as the compass azimuth value. In step 404, the difference calibration data is recorded as a file.

【0016】好ましくは設置物3の方位を360゜回転
させ、全方位の前記方位信号に対する自差較正データを
記憶装置23に記憶する。
Preferably, the azimuth of the installation 3 is rotated by 360 °, and the calibration data for the azimuths of all the azimuths is stored in the storage device 23.

【0017】また、磁気コンパスは地磁気の傾きを表わ
す偏差で別途補正する必要があり、好ましくはコンパス
20をジャイロコンパスとする。更に、前記固定された相
対角度θを記憶しておくならば、方位計10からの方位信
号とコンパスの方位値との対応を自差較正データとして
もよい。
Further, the magnetic compass needs to be separately corrected by a deviation representing the inclination of the earth's magnetism, and preferably the compass is used.
Let 20 be a gyro compass. Further, if the fixed relative angle θ is stored, the correspondence between the azimuth signal from the azimuth meter 10 and the compass azimuth value may be used as the self-calibration data.

【0018】方位計10の方位信号に対する自差較正デー
タによる自差較正を図5のフローチャートにより説明す
る。ステップ501で、自差較正データを記憶装置23か
ら読出す。ステップ502において入力された方位計10
の方位信号と読出された自差較正データとを比較する。
即ち、方位計10の方位信号から自差較正データの直読に
より又は内挿法により自差補正方位を求めることによ
り、方位信号に対する較正を行う。ステップ503で、
前記較正された自差補正方位を計測手段24に与える。
The calibration of the azimuth signal of the azimuth meter 10 using the calibrated calibration data will be described with reference to the flowchart of FIG. In step 501, the self-calibration data is read from the storage device 23. Compass 10 entered in step 502
Of the azimuth signal and the read calibration data are compared.
That is, the azimuth signal is calibrated by directly reading the azimuth difference calibration data from the azimuth signal of the azimuth meter 10 or by obtaining the azimuth difference correction azimuth by the interpolation method. In step 503,
The calibrated error correction azimuth is given to the measuring means 24.

【0019】計測手段24は、設置物3の方位を含む姿勢
の計測をする。上記姿勢の計測は、自差較正データを記
憶した後であれば何時でも行うことができる。
The measuring means 24 measures the posture of the installation 3 including the azimuth. The measurement of the posture can be performed at any time after the self-calibration data is stored.

【0020】好ましくは、設置物3上に傾斜基準線I
x、Iyでの傾斜を検出し傾斜信号を出力する傾斜計11
を固定する。図示例の傾斜計は、一方向の傾斜角θxを
抵抗値Rxの変化として与える形のものである。但し本
発明の傾斜計11は上記形の傾斜計に限定されるものでは
なく、傾斜基準線Ix、Iyでの傾斜を検出し傾斜信号
を出力するものであれば足りる。また、傾斜基準線は2
本に限定されるものでもない。前記傾斜信号は前記較正
された方位信号と共に計測手段24に入力され、設置物3
の方位及び傾斜を含む姿勢が計測される。
Preferably, the inclination reference line I is placed on the installation 3.
Inclinometer 11 that detects the inclination at x and Iy and outputs the inclination signal
To fix. The inclinometer in the illustrated example is of a type that gives a tilt angle θx in one direction as a change in the resistance value Rx. However, the inclinometer 11 of the present invention is not limited to the inclinometer of the above-mentioned type, and it is sufficient as long as it detects the inclinations on the inclination reference lines Ix and Iy and outputs an inclination signal. The slope reference line is 2
It is not limited to books. The tilt signal is input to the measuring means 24 together with the calibrated azimuth signal, and the installation object 3
The posture including the azimuth and the inclination of is measured.

【0021】こうして本発明の目的である、「水中に設
置する設置物の姿勢を計測する方法及び装置の提供」が
達成される。
Thus, the object of the present invention, "to provide a method and apparatus for measuring the posture of an installation object to be installed in water" is achieved.

【0022】[0022]

【実施例】図1及び図7を参照して本発明の実施例を説
明する。任意基準線D1の方位を検出しその方位信号を
出力する方位計10及び傾斜基準線Ix、Iyでの傾斜を
検出し傾斜信号を出力する傾斜計11を収納した耐水性容
器31を設置物3上に固定し、容器31から作業船1上の作
業室2までケーブル12を配線する。設置物3を吊下げワ
イヤ39で吊下げたとき、方位計10からの方位信号と傾斜
計11からの傾斜信号とが作業室2へ送られる。作業船1
搭載のジャイロコンパスなどのコンパス20を起動させ静
定時間を経た後姿勢計測を開始する。
Embodiments of the present invention will be described with reference to FIGS. A water resistant container 31 containing an azimuth meter 10 that detects the azimuth of the arbitrary reference line D1 and outputs the azimuth signal and an inclinometer 11 that detects the tilt on the tilt reference lines Ix and Iy and outputs the tilt signal is installed 3 It is fixed on the top and the cable 12 is routed from the container 31 to the work room 2 on the work boat 1. When the installation object 3 is hung by the hanging wire 39, the azimuth signal from the azimuth meter 10 and the tilt signal from the inclinometer 11 are sent to the working room 2. Work boat 1
Start the compass 20 such as the gyro compass that is installed and start posture measurement after a quiescent time.

【0023】ここで設置物3の方位である任意基準線D
1とコンパス20が検出する作業船1の方位D2、例えば
船首方向が平行でない場合には、島かげや陸岸近くにお
いてD1、D2間の相対角度θを予め測量しておく。測
量に当たっては、調整ロープなどを用いて設置物3を作
業船1に固定し両者の方向の相対角度θがズレないよう
にする。
Here, an arbitrary reference line D which is the orientation of the installation object 3
If the direction D2 of the work vessel 1 detected by the compass 20 and the compass 20, for example, the bow direction is not parallel, the relative angle θ between D1 and D2 is measured in advance near the island shade or the land shore. In surveying, the installation object 3 is fixed to the work boat 1 using an adjustment rope or the like so that the relative angle θ between the two directions does not deviate.

【0024】自差較正データは、相対角度θを固定させ
たまま、作業船1を押し船などを用いて所定方位から回
転させ、その時の方位計10の前記方位信号とコンパス20
の方位値とを対応させることにより記録する。前記相対
角度θが0゜でない場合には、コンパス20の方位値を相
対角度θで修正した方位角度を記録しておく。
The self-calibration data includes the compass 20 and the compass signal of the compass 10 at the time when the work boat 1 is pushed and rotated from a predetermined bearing with the relative angle θ fixed.
It is recorded by associating with the azimuth value of. If the relative angle θ is not 0 °, the azimuth angle obtained by correcting the azimuth value of the compass 20 with the relative angle θ is recorded.

【0025】図3に前記方位信号が電流値として出力さ
れる場合の自差較正データ及びグラフ表示の一例を示
す。図3では電流値を1mA間隔で記録しているが、当然
より細かく連続的に記録することが可能である。較正手
段22は、方位計10からの入力方位信号に最も近い自差較
正データ上の方位信号を選び出し、対応する方位角度を
内挿法などにより求めることによって前記入力方位信号
を較正する。例えば図3の自差較正データの場合、入力
方位信号が11.2mAのときの較正方位角度は、11mAと12mA
との方位角度から内相法により133.6゜(=127+{160-127}
×0.2)と求められる。
FIG. 3 shows an example of the self-calibration data and a graph display when the azimuth signal is output as a current value. In FIG. 3, the current value is recorded at 1 mA intervals, but it is naturally possible to record it more finely and continuously. The calibrating means 22 calibrates the input azimuth signal by selecting the azimuth signal on the self-calibration data closest to the input azimuth signal from the azimuth meter 10 and finding the corresponding azimuth angle by interpolation or the like. For example, in the case of the calibration data shown in Fig. 3, the calibration azimuth angle when the input azimuth signal is 11.2mA is 11mA and 12mA.
133.6 ° (= 127 + {160-127}) from the azimuth angle with
× 0.2) is required.

【0026】計測手段24に姿勢計測モニタ25を設け、設
置物3の姿勢の連続的観察による設置作業の効率化を図
ることができる。図6に姿勢計測モニタ25の一例を示
す。設置物3の姿勢計測は設置途中でも終了直後でも任
意に行うことができ、計測手段24に設けたプリンタ26に
出力することもできる。また記憶装置23に設置物3の姿
勢計測データを記録しておくこともできる。
An attitude measurement monitor 25 is provided in the measuring means 24, and the efficiency of the installation work can be improved by continuously observing the attitude of the installation object 3. FIG. 6 shows an example of the posture measurement monitor 25. The posture of the installation object 3 can be arbitrarily measured during the installation or immediately after the installation, and can be output to the printer 26 provided in the measuring means 24. It is also possible to record the posture measurement data of the installation object 3 in the storage device 23.

【0027】図7及び図9は、設置物3上に着脱自在に
方位計10及び/又は傾斜計11を固定する姿勢検出ユニッ
ト30の一例を示す。設置物3上に取付台ベース34を点溶
接等で固定し、取付台ベース34には取付台32台脚部の受
座35を設ける。取付台32に、方位計10及び/又は傾斜計
11を収納した耐水性容器31、及び水中切離装置33を取付
ける。取付台32は、水中切離装置33の開閉フック37によ
り取付台ベース34に一定の強度で固定される。設置物3
の姿勢計測終了後、作業船1の舷側から水中切離装置制
御部38を水中に吊下げ、例えば超音波信号のような指令
信号40を水中切離装置33の送受波器(図示せず)に伝送
して開閉フック37を開き、姿勢検出ユニット30を吊下げ
ケーブル39により回収することができる。回収した姿勢
検出ユニット30は次回の設置時に使用する。
FIG. 7 and FIG. 9 show an example of the attitude detection unit 30 for detachably fixing the azimuth meter 10 and / or the inclinometer 11 on the installation 3. The mounting base 34 is fixed on the installation 3 by spot welding or the like, and the mounting base 34 is provided with a seat 35 for the legs of the mounting 32. On the mount 32, the compass 10 and / or inclinometer
A water resistant container 31 containing 11 and an underwater separating device 33 are attached. The mounting base 32 is fixed to the mounting base 34 with a certain strength by an opening / closing hook 37 of the underwater separating device 33. Installation 3
After the measurement of the posture of the underwater separation device 33 is suspended in the water from the port side of the work boat 1, and a command signal 40 such as an ultrasonic signal is transmitted / received by the underwater separation device 33 (not shown). Then, the attitude detection unit 30 can be recovered by the hanging cable 39 by opening the open / close hook 37. The collected attitude detection unit 30 will be used at the next installation.

【0028】[0028]

【発明の効果】以上説明したように本発明による水中設
置物の姿勢計測方法及び装置は、水中設置物本体の上に
固定した方位計又は傾斜計を用いるので、次の顕著な効
果を奏する。 (イ)陸岸からの測量が不要となり、設置物を吊りなが
らの航行中、水中に吊り降ろす設置途中、及び海底に着
床した後の方位及び傾斜を、瞬時に計測し記録すること
ができる。 (ロ)設置物の方位及び傾斜を記録しておくことができ
るため、任意の設置物の姿勢計測の履歴を再現表示する
ことができる。 (ハ)方位計の自差及び偏差を同時に較正できるため、
高精度計測を行える。
As described above, the method and apparatus for measuring the attitude of an underwater installation according to the present invention uses the compass or inclinometer fixed on the body of the underwater installation, and thus has the following remarkable effects. (B) It is not necessary to survey from the landshore, and it is possible to instantaneously measure and record the direction and inclination while sailing while suspending the installation object, during installation while hanging the object underwater, and after landing on the seabed. . (B) Since the azimuth and inclination of the installed object can be recorded, the history of posture measurement of an arbitrary installed object can be reproduced and displayed. (C) Since the compensating and deviation of the compass can be calibrated at the same time,
Highly accurate measurement is possible.

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

【図1】本発明の一実施例を示す説明図である。FIG. 1 is an explanatory diagram showing an embodiment of the present invention.

【図2】本発明の構成を示すブロック図である。FIG. 2 is a block diagram showing a configuration of the present invention.

【図3】自差較正データの説明図である。FIG. 3 is an explanatory diagram of self-calibration data.

【図4】自差較正データ作成のフローチャートである。FIG. 4 is a flow chart of creating a self-calibration data.

【図5】方位信号の自差較正フローチャートである。FIG. 5 is a azimuth signal self-calibration flowchart.

【図6】姿勢表示モニタの一実施例である。FIG. 6 is an example of an attitude display monitor.

【図7】水中設置物及び姿勢検出ユニットの説明図であ
る。
FIG. 7 is an explanatory diagram of an underwater installation object and a posture detection unit.

【図8】水中設置物の設置例の説明図である。FIG. 8 is an explanatory diagram of an installation example of an underwater installation object.

【図9】本発明の姿勢検出ユニットの回収方法の説明図
である。
FIG. 9 is an explanatory diagram of a posture detection unit recovery method of the present invention.

【符号の説明】[Explanation of symbols]

1 作業船 2 操作室 3 設置物 4 係留用金物 10 方位計 11 傾斜計 12 ケーブル 20 ジャイロコンパス 22 較正手段 23 自差較正データ 24 計測手段 25 姿勢計測モニタ 25a 係留索方向 26 プリンタ 30 姿勢検出ユニット 31 耐水性容器 32 取付台 33 水中切離装置 34 取付台ベース 35 受座 37 開閉フック 38 水中切離装置制御部 39 吊下げワイヤ 40 指令信号 1 Work Vessel 2 Operation Room 3 Installations 4 Mooring Hardware 10 Direction Meter 11 Inclinometer 12 Cable 20 Gyro Compass 22 Calibration Means 23 Calibration Data 24 Measuring Means 25 Attitude Measurement Monitor 25a Mooring Line Direction 26 Printer 30 Attitude Detection Unit 31 Water resistant container 32 Mounting base 33 Underwater disconnecting device 34 Mounting base 35 Catch 37 Opening / closing hook 38 Underwater disconnecting device control section 39 Suspension wire 40 Command signal

───────────────────────────────────────────────────── フロントページの続き (72)発明者 三浦 悟 東京都調布市飛田給2丁目19番1号 鹿島 建設株式会社技術研究所内 (72)発明者 高瀬 俊二郎 香川県高松市亀井町1番地3 鹿島建設株 式会社四国支店内 (72)発明者 今藤 久夫 香川県高松市亀井町1番地3 鹿島建設株 式会社四国支店内 ─────────────────────────────────────────────────── ─── Continuation of front page (72) Inventor Satoru Miura 2-19-1 Tobita-cho, Chofu-shi, Tokyo Kashima Construction Co., Ltd. Technical Research Institute (72) Shunjiro Takase 1 Kamei-cho, Takamatsu-shi, Kagawa 3 Kashima Construction Stock company Shikoku branch (72) Inventor Hisao Ito 1 Kamei-cho, Takamatsu city, Kagawa prefecture 3 Kashima construction company Shikoku branch

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 吊下げ操作により水中に設置する設置物
上に、少なくとも方位の検出と方位信号の出力とをする
方位計を固定し、所定方位で前記設置物を吊下げ、前記
所定方位から可測定所定角度だけ前記設置物の方位を変
化させ、前記方位の変化とそれに伴う前記方位信号の変
化とを比較することにより前記方位信号を較正し、較正
後の方位信号により前記設置物の方位が含まれる姿勢を
計測してなる水中設置物の姿勢計測方法。
1. An azimuth meter for detecting at least an azimuth and outputting an azimuth signal is fixed on an installation object to be installed in water by a hanging operation, and the installation object is hung in a predetermined azimuth direction from the predetermined azimuth direction. The azimuth signal is calibrated by changing the azimuth of the installation by a measurable predetermined angle and comparing the change of the azimuth and the accompanying change of the azimuth signal, and the azimuth of the installation is calibrated by the azimuth signal after calibration. A method for measuring the posture of an underwater installation that measures the posture that includes the.
【請求項2】 請求項1の姿勢計測方法において、所定
方位で前記設置物を船から吊下げ、前記設置物の船に対
する相対角度を固定したまま船搭載のコンパスで船の方
位を測定しながら船の方位を変化させ、前記方位信号と
前記船の方位変化とを比較することにより前記方位信号
を較正してなる水中設置物の姿勢計測方法。
2. The attitude measuring method according to claim 1, wherein the installation object is suspended from a ship in a predetermined orientation, and the orientation of the ship is measured with a compass mounted on the ship while the relative angle of the installation object to the ship is fixed. A method for measuring the attitude of an underwater installation, which comprises calibrating the azimuth signal by changing the azimuth of the ship and comparing the azimuth signal with the azimuth change of the ship.
【請求項3】 請求項1又は2の姿勢計測方法におい
て、前記設置物上に傾斜の検出と傾斜信号の出力とをす
る傾斜計を固定し、前記較正後の方位信号と前記傾斜信
号とにより前記設置物の方位及び傾斜が含まれる姿勢を
計測してなる水中設置物の姿勢計測方法。
3. The posture measuring method according to claim 1 or 2, wherein an inclinometer for detecting inclination and outputting an inclination signal is fixed on the installed object, and the tilt signal and the inclination signal after the calibration are used. An attitude measuring method for an underwater installation object, which comprises measuring an attitude including an azimuth and an inclination of the installation object.
【請求項4】 請求項1、2、又は3の姿勢計測方法に
おいて、前記方位計及び前記傾斜計を前記設置物上に着
脱自在に固定してなる水中設置物の姿勢計測方法。
4. The attitude measuring method according to claim 1, 2, or 3, wherein the azimuth meter and the inclinometer are detachably fixed on the installed object.
【請求項5】 吊下げ操作により水中に設置する設置物
上に固定した方位の検出と方位信号の出力とをする方位
計、所定方位で前記設置物を吊下げて前記所定方位から
可測定所定角度だけ前記設置物の方位を変化させる揺動
手段、前記方位の変化とそれに伴う前記方位信号の変化
とを比較することにより前記方位信号を較正する較正手
段、及び前記較正後の方位信号を計測する計測手段を備
えてなる水中設置物の姿勢計測装置。
5. An azimuth meter for detecting an azimuth fixed on an installation object to be installed in the water by a suspending operation and outputting an azimuth signal, and suspending the installation object in a predetermined azimuth and measurable from the predetermined azimuth. An oscillating means for changing the azimuth of the installation by an angle, a calibrating means for calibrating the azimuth signal by comparing the change of the azimuth and a change of the azimuth signal with it, and measuring the azimuth signal after the calibration. A posture measuring device for an underwater installation, which comprises a measuring means for
【請求項6】 船からの吊下げ操作により水中に設置す
る設置物上に固定した方位の検出と方位信号の出力とを
する方位計、前記船に搭載され船の方位を測定するコン
パス、所定方位で前記設置物を吊下げて前記設置物の前
記船に対する相対角度を固定したまま前記船の方位を変
化させる揺動手段、前記方位信号と前記コンパスにより
測定された前記船の方位変化とを比較することにより前
記方位信号を較正する較正手段、及び前記較正後の方位
信号を計測する計測手段を備えてなる水中設置物の姿勢
計測装置。
6. An azimuth meter for detecting an azimuth fixed on an installation to be installed underwater by a suspending operation from the ship and outputting an azimuth signal, a compass mounted on the ship for measuring the azimuth of the ship, and a predetermined one. Rocking means for changing the bearing of the ship while suspending the installed object in the bearing and fixing the relative angle of the installed object with respect to the ship, the bearing signal and the bearing change of the ship measured by the compass. An attitude measuring device for an underwater installation, comprising: a calibrating unit that calibrates the azimuth signal by comparing and a measuring unit that measures the calibrated azimuth signal.
【請求項7】 請求項5又は6の姿勢計測装置におい
て、前記設置物上に固定され傾斜の検出と傾斜信号の出
力とをする傾斜計を設け、前記較正後の方位信号と前記
傾斜信号とを前記計測手段により計測してなる水中設置
物の姿勢計測装置。
7. The attitude measuring device according to claim 5, further comprising an inclinometer fixed on the installation object for detecting an inclination and outputting an inclination signal, the azimuth signal and the inclination signal after the calibration. A posture measuring device for an underwater installation, which measures the above by the measuring means.
【請求項8】 請求項5、6、又は7の姿勢計測装置に
おいて、前記方位計及び前記傾斜計を前記設置物上に着
脱自在に固定する手段を設けてなる水中設置物の姿勢計
測装置。
8. The attitude measuring apparatus according to claim 5, 6 or 7, wherein the attitude measuring apparatus comprises means for detachably fixing the azimuth meter and the inclinometer on the installation object.
JP4199448A 1992-07-27 1992-07-27 Installation method and device for underwater installation Expired - Fee Related JP2524455B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4199448A JP2524455B2 (en) 1992-07-27 1992-07-27 Installation method and device for underwater installation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4199448A JP2524455B2 (en) 1992-07-27 1992-07-27 Installation method and device for underwater installation

Publications (2)

Publication Number Publication Date
JPH0642969A true JPH0642969A (en) 1994-02-18
JP2524455B2 JP2524455B2 (en) 1996-08-14

Family

ID=16407988

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4199448A Expired - Fee Related JP2524455B2 (en) 1992-07-27 1992-07-27 Installation method and device for underwater installation

Country Status (1)

Country Link
JP (1) JP2524455B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8087650B2 (en) 2004-03-08 2012-01-03 Pascal Engineering Corporation Clamping device
KR101529654B1 (en) * 2013-11-15 2015-06-19 한국지질자원연구원 Coring system considering tilting of coring part and Method of compensating depth of coring part using the same
JP2016033064A (en) * 2014-07-31 2016-03-10 あおみ建設株式会社 Underwater work device and underwater work method

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50156960A (en) * 1974-06-10 1975-12-18
JPS5626213A (en) * 1979-08-10 1981-03-13 Nippon Telegr & Teleph Corp <Ntt> Magnetic declinometer with compensator
JPS61193016A (en) * 1985-02-22 1986-08-27 Automob Antipollut & Saf Res Center Azimuth detecting device
JPS63150622A (en) * 1986-12-15 1988-06-23 Tokyo Keiki Co Ltd Attitude detector
JPH0363516A (en) * 1989-07-31 1991-03-19 Seibutsukei Tokutei Sangyo Gijutsu Kenkyu Suishin Kiko Azimuth detecting device for field working vehicle
JPH03154816A (en) * 1989-11-13 1991-07-02 Alpine Electron Inc Vehicle azimuth arithmetic method
JPH045095A (en) * 1990-04-23 1992-01-09 Canon Inc Bookbinding apparatus

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50156960A (en) * 1974-06-10 1975-12-18
JPS5626213A (en) * 1979-08-10 1981-03-13 Nippon Telegr & Teleph Corp <Ntt> Magnetic declinometer with compensator
JPS61193016A (en) * 1985-02-22 1986-08-27 Automob Antipollut & Saf Res Center Azimuth detecting device
JPS63150622A (en) * 1986-12-15 1988-06-23 Tokyo Keiki Co Ltd Attitude detector
JPH0363516A (en) * 1989-07-31 1991-03-19 Seibutsukei Tokutei Sangyo Gijutsu Kenkyu Suishin Kiko Azimuth detecting device for field working vehicle
JPH03154816A (en) * 1989-11-13 1991-07-02 Alpine Electron Inc Vehicle azimuth arithmetic method
JPH045095A (en) * 1990-04-23 1992-01-09 Canon Inc Bookbinding apparatus

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8087650B2 (en) 2004-03-08 2012-01-03 Pascal Engineering Corporation Clamping device
KR101529654B1 (en) * 2013-11-15 2015-06-19 한국지질자원연구원 Coring system considering tilting of coring part and Method of compensating depth of coring part using the same
US9145737B2 (en) 2013-11-15 2015-09-29 Korea Institute Of Geoscience And Mineral Resources Coring system considering tilting of coring part and method of compensating depth of coring part using the same
JP2016033064A (en) * 2014-07-31 2016-03-10 あおみ建設株式会社 Underwater work device and underwater work method

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Publication number Publication date
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