JP2008116383A - Detecting technique of conduit line position - Google Patents
Detecting technique of conduit line position Download PDFInfo
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- JP2008116383A JP2008116383A JP2006301309A JP2006301309A JP2008116383A JP 2008116383 A JP2008116383 A JP 2008116383A JP 2006301309 A JP2006301309 A JP 2006301309A JP 2006301309 A JP2006301309 A JP 2006301309A JP 2008116383 A JP2008116383 A JP 2008116383A
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- pipeline
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- pipe
- conduit line
- measuring device
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Abstract
Description
本発明は、管路位置の検出方法に関し、特に、管路上の既知点において管路計測装置の検出する初期方位角の誤差を補正することにより、初期方位角誤差から生じる位置誤差を除去し、管路の位置を正確に計測するための新規な改良に関する。 The present invention relates to a method for detecting a pipe position, and in particular, by correcting an error in the initial azimuth angle detected by the pipe measuring device at a known point on the pipe, the position error caused by the initial azimuth error is removed, The present invention relates to a new improvement for accurately measuring the position of a pipeline.
従来、用いられていたこの種の管路位置の検出方法としては、社内製作のみで出願していないために、特に、特許文献等を示していないが、管路内に管路位置計測装置を進行させ、管路位置計測装置の出力する姿勢角・方位角及び速度を用いて管路の位置を計測していた。 Conventionally, as a method for detecting the position of this kind of pipe line, which has been used in-house, it has not been filed for in-house production. The position of the pipeline was measured using the attitude angle, the azimuth angle, and the velocity output from the pipeline position measuring device.
従来の管路位置の検出方法は、以上のように構成されていたため、次のような課題が存在していた。
すなわち、管路位置計測装置の出力する姿勢角・方位角及び速度を用いて管路の位置を計測する場合、装置が有する初期方位角誤差により速度ベクトルを正しく管路位置計測装置のX軸方向及びY軸方向に分解できないため、正しい位置を計測することが困難であった。
Since the conventional method for detecting the pipe position is configured as described above, the following problems exist.
That is, when the position of the pipeline is measured using the attitude angle / azimuth angle and velocity output from the pipeline position measuring device, the velocity vector is correctly determined by the initial azimuth angle error of the device and the X-axis direction of the pipeline location measuring device. And since it cannot be disassembled in the Y-axis direction, it is difficult to measure the correct position.
本発明による管路位置の検出方法は、管路内に設けられ姿勢方位角センサを有する管路位置計測装置を用い、前記管路の管路位置を検出する管路位置の検出方法において、前記管路上の予め位置が分かっている既知点において前記管路位置計測装置の初期方位角の誤差を補正することにより、前記初期方位角の誤差から生じる位置誤差を除去し、前記管路の正しい位置を検出する方法ある。 A method for detecting a pipeline position according to the present invention uses a pipeline position measuring device provided in a pipeline and having an attitude azimuth sensor, and the pipeline position detection method for detecting the pipeline position of the pipeline, Correcting the error of the initial azimuth angle of the pipe position measuring device at a known point whose position is known in advance on the pipeline eliminates the position error resulting from the error of the initial azimuth angle, and correct the position of the pipeline There is a way to detect.
本発明による管路位置の検出方法は、以上のように構成されているため、次のような効果を得ることができる。
すなわち、管路上の予め位置が分かっている既知点において、管路位置計測装置の初期方位角の誤差を補正することにより、管路の位置を正しく検出することができる。
Since the method for detecting a pipeline position according to the present invention is configured as described above, the following effects can be obtained.
That is, the position of the pipeline can be correctly detected by correcting the error of the initial azimuth angle of the pipeline position measuring device at a known point whose position is known in advance on the pipeline.
本発明は、管路上の既知点において管路計測装置の検出する初期方位角の誤差を補正することにより、初期方位角誤差から生じる位置誤差を除去し、管路の位置を正確に計測するようにした管路位置の検出方法を提供することを目的とする。 The present invention corrects the error of the initial azimuth angle detected by the pipe measuring device at a known point on the pipe, thereby removing the position error resulting from the initial azimuth error and accurately measuring the position of the pipe. It is an object of the present invention to provide a method for detecting a pipeline position.
以下、図面と共に本発明による管路位置の検出方法の好適な実施の形態について説明する。
図1は、本発明による管路位置の検出方法の全体構成を示す概念図であり、管路位置計測装置1を用いて管路2の位置を計測する場合の基本構成を示している。
A preferred embodiment of a method for detecting a pipeline position according to the present invention will be described below with reference to the drawings.
FIG. 1 is a conceptual diagram showing an overall configuration of a method for detecting a pipeline position according to the present invention, and shows a basic configuration in the case where the position of a pipeline 2 is measured using a pipeline position measuring apparatus 1.
図1の構成においては、前記管路位置計測装置1を引くためのケーブル3のケーブル速度Vを、図2で示す姿勢・方位角センサ4(周知のように、ジャイロと加速度計等からなる)の出力を用いて二つのベクトルVx,Vyに分解し、このVx,Vyを積分することにより、管路2の位置を原点5からの相対位置として算出する。
尚、図1では、X−Z平面の場合について示しているが、X−Y平面についても同様に検出することができる。
In the configuration of FIG. 1, the cable speed V of the cable 3 for pulling the pipe position measuring device 1 is determined from the attitude / azimuth angle sensor 4 shown in FIG. The position of the pipeline 2 is calculated as a relative position from the
Although FIG. 1 shows the case of the XZ plane, the XY plane can be similarly detected.
次に、前記管路位置計測装置1の方位角誤差を、管路2上で予め位置の分かっている既知点で補正する手順を以下に説明する。
(初期方位角の設定)
まず、前記管路位置計測装置1を管路2上に設置し、初期姿勢角を姿勢方位角センサ4で検出する。
この時の姿勢・方位角は、管路2に対して0°とするが、実際には前記管路位置計測装置1と管路2との間には間隔があるため、この間隔(隙間)によって初期方位角の誤差となり、この誤差を図2で示されるように、ε°とする。
Next, a procedure for correcting the azimuth angle error of the pipe position measuring apparatus 1 with a known point whose position is previously known on the pipe 2 will be described below.
(Initial azimuth setting)
First, the pipe position measuring device 1 is installed on the pipe 2 and the initial attitude angle is detected by the attitude azimuth sensor 4.
At this time, the posture and azimuth are set to 0 ° with respect to the pipe line 2, but since there is actually a gap between the pipe position measuring device 1 and the pipe line 2, this gap (gap) Gives an error in the initial azimuth angle, and this error is ε ° as shown in FIG.
(管路計測)
次に、前記管路位置計測装置1を前記管路2に沿って、任意の地点まで移動させ、管路位置計測装置1の出力する姿勢・方位角及び速度から管路2の位置を計測する。
この際、前記初期方位角の誤差ε°により、図3に示されるように、位置誤差(ΔX,ΔY)が生じる。
(Pipe line measurement)
Next, the pipeline position measuring device 1 is moved along the pipeline 2 to an arbitrary point, and the position of the pipeline 2 is measured from the attitude / azimuth and speed output by the pipeline position measuring device 1. .
At this time, the position error (ΔX, ΔY) is generated due to the error ε ° of the initial azimuth as shown in FIG.
(管路計測装置の初期方位角の誤差の修正)
前述の0010の管路計測の位置において、予め管路2の位置が分かっていれば(すなわち、既知点と称す)、位置誤差(ΔX,ΔY)から前記初期方位角の誤差ε°を逆算し、前記初期方位角の誤差の修正を行うことができ、前記管路2の正しい位置を検出することができる。
尚、前述の場合、前記既知点を得る手段としては、GPSによる測量が有効である。
(Correction of initial azimuth error of pipe measuring device)
If the position of the pipeline 2 is known in advance at the position 0010 of the pipeline measurement described above (that is, referred to as a known point), the error ε ° of the initial azimuth is calculated backward from the position error (ΔX, ΔY). The error of the initial azimuth angle can be corrected, and the correct position of the pipe line 2 can be detected.
In the case described above, GPS surveying is effective as means for obtaining the known point.
また、前述の方法は、計測された誤差を全て初期方位角の誤差ε°として補正量を求めた一例であるが、この誤差ε°には、加速度計のバイアス誤差、SF誤差、ジャイロのバイアス誤差に起因するものも含まれるため、これらの各誤差を初期方位角の誤差と併せて、周知のカルマンフィルタを用いて推定することもできる。 The above-described method is an example in which the correction amount is obtained with all measured errors as the initial azimuth angle error ε °. The error ε ° includes the accelerometer bias error, SF error, and gyro bias. Since errors due to errors are also included, each of these errors can be estimated together with the error of the initial azimuth using a known Kalman filter.
1 管路位置計測装置
2 管路
3 ケーブル
4 姿勢・方位角センサ
5 原点
V ケーブル速度
1 Pipeline position measuring device 2 Pipeline 3 Cable 4 Attitude /
Claims (1)
前記管路(2)上の予め位置が分かっている既知点において前記管路位置計測装置(1)の初期方位角の誤差(ε°)を補正することにより、前記初期方位角の誤差 (ε°)から生じる位置誤差(ΔX,ΔY)を除去し、前記管路(2)の正しい位置を検出することを特徴とする管路位置の検出方法。 In the pipeline position detection method for detecting the pipeline position of the pipeline (2) using the pipeline position measuring device (1) having the posture azimuth sensor (4) provided in the pipeline (2),
By correcting the error (ε °) in the initial azimuth of the pipe position measuring device (1) at a known point whose position is known in advance on the pipe (2), the error in the initial azimuth (ε A position error (ΔX, ΔY) resulting from (°), and a correct position of the pipe (2) is detected.
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011208973A (en) * | 2010-03-29 | 2011-10-20 | Tamagawa Seiki Co Ltd | Tube path position measuring method |
JP7346682B1 (en) | 2022-08-30 | 2023-09-19 | 東芝プラントシステム株式会社 | Embedded pipe shape measuring device and method |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH05187873A (en) * | 1991-11-11 | 1993-07-27 | Mitsubishi Precision Co Ltd | Hole curve measurement device and its measuring method |
JPH0650755A (en) * | 1992-07-31 | 1994-02-25 | Mitsubishi Precision Co Ltd | Method of measuring relative position of conduct by using inertia sensor |
-
2006
- 2006-11-07 JP JP2006301309A patent/JP2008116383A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH05187873A (en) * | 1991-11-11 | 1993-07-27 | Mitsubishi Precision Co Ltd | Hole curve measurement device and its measuring method |
JPH0650755A (en) * | 1992-07-31 | 1994-02-25 | Mitsubishi Precision Co Ltd | Method of measuring relative position of conduct by using inertia sensor |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011208973A (en) * | 2010-03-29 | 2011-10-20 | Tamagawa Seiki Co Ltd | Tube path position measuring method |
JP7346682B1 (en) | 2022-08-30 | 2023-09-19 | 東芝プラントシステム株式会社 | Embedded pipe shape measuring device and method |
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