JP5256405B2 - Vertical hole pipe position measurement method - Google Patents

Vertical hole pipe position measurement method Download PDF

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JP5256405B2
JP5256405B2 JP2008212722A JP2008212722A JP5256405B2 JP 5256405 B2 JP5256405 B2 JP 5256405B2 JP 2008212722 A JP2008212722 A JP 2008212722A JP 2008212722 A JP2008212722 A JP 2008212722A JP 5256405 B2 JP5256405 B2 JP 5256405B2
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vertical hole
sensor probe
hole pipe
azimuth
measurement
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JP2010048652A (en
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嘉光 菅沼
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Tamagawa Seiki Co Ltd
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Description

本発明は、縦穴管路位置計測方法に関し、特に、縦穴管路の位置計測において位置計測毎のセンサプローブの方位基準が一致されるように構成することで、縦穴管路の位置計測においても複数回の計測結果を比較でき、計測データの信頼性を向上できるようにするための新規な改良に関するものである。   The present invention relates to a method for measuring the position of a vertical hole pipe, and in particular, in the position measurement of a vertical hole pipe, by configuring so that the orientation reference of the sensor probe for each position measurement is matched, a plurality of positions in the vertical hole pipe are also measured. The present invention relates to a new improvement for comparing the measurement results of times and improving the reliability of measurement data.

従来用いられていたこの種の管路位置計測方法としては、例えば特許文献1等に示されている方法が用いられており、図4及び図5に示すように構成されている。図4は従来の管路位置計測方法を示す構成図であり、図5は図4の演算手段7によって求められた横穴管路200の位置を示す説明図である。図4において、符号1で示されるものは横穴管路200内に移動自在に設けられたセンサプローブであり、このセンサプローブ1に接続されたケーブル3は、ケーブル中継器4、ケーブル測長器5を介してケーブル巻取器6で巻き取られる。   As this kind of pipe position measuring method used conventionally, for example, the method disclosed in Patent Document 1 is used, and is configured as shown in FIGS. FIG. 4 is a block diagram showing a conventional pipe position measuring method, and FIG. 5 is an explanatory view showing the position of the side hole pipe 200 obtained by the calculation means 7 of FIG. In FIG. 4, what is indicated by reference numeral 1 is a sensor probe that is movably provided in the side hole pipe line 200. The cable 3 connected to the sensor probe 1 includes a cable repeater 4 and a cable length measuring instrument 5. Is wound by the cable winder 6.

ケーブル測長器5は、前記センサプローブ1の移動速度に相当するケーブル速度5aを出力する。図示はしないが、センサプローブ1には、角速度計及び加速度計等からなるセンサユニットが設けられており、このセンサユニットからは、角速度データ及び加速度データ等を含むプローブデータ6aが出力される。前記ケーブル測長器5及び前記ケーブル巻取器6には、例えばCPU、RAM、及びROM等からなる演算手段7が接続されており、この演算手段7は、ケーブル速度5a及びプローブデータ6aの演算処理を行うことで、図5に示すように前記横穴管路200の位置計測を行う。具体的には、演算手段7は、前記プローブデータ6aに基づいて前記センサプローブ1のピッチ角θ及び方位角ψを求めることで前記センサプローブ1の移動方向を求める。また、演算手段7は、前記求めた移動方向と前記ケーブル速度5aとに基づいて、前記センサプローブ1の移動経路、すなわち前記横穴管路200の位置を求める。   The cable length measuring device 5 outputs a cable speed 5 a corresponding to the moving speed of the sensor probe 1. Although not shown, the sensor probe 1 is provided with a sensor unit including an angular velocity meter and an accelerometer, and probe data 6a including angular velocity data and acceleration data is output from the sensor unit. The cable length measuring device 5 and the cable winder 6 are connected to a calculation means 7 composed of, for example, a CPU, a RAM, and a ROM. The calculation means 7 calculates the cable speed 5a and the probe data 6a. By performing the processing, the position of the horizontal hole pipe line 200 is measured as shown in FIG. Specifically, the calculation means 7 obtains the moving direction of the sensor probe 1 by obtaining the pitch angle θ and the azimuth angle ψ of the sensor probe 1 based on the probe data 6a. Further, the calculation means 7 obtains the movement path of the sensor probe 1, that is, the position of the side hole pipe line 200, based on the obtained movement direction and the cable speed 5a.

特開2007−155583号公報JP 2007-155583 A

ここで、前記プローブデータ6aから求められる方位角ψは、例えば電源投入時等の所定タイミングによって決定される方位基準からの方位のずれ、すなわち方位基準からの相対的な角度を示している。上記のような従来の管路位置計測方法では、計測対象が横穴管路200であるので、前記センサプローブ1を横穴管路200に挿入することで、位置計測毎のセンサプローブ1の方位基準を一致することができる。しかしながら、計測対象が縦穴管路の場合には、位置計測を行うたびにセンサプローブ1の方位基準が異なる方位を向くことがあり、複数回の計測結果を比較することができないという問題がある。   Here, the azimuth angle ψ obtained from the probe data 6a indicates a deviation of the azimuth from the azimuth reference determined at a predetermined timing, for example, when the power is turned on, that is, a relative angle from the azimuth reference. In the conventional pipe position measurement method as described above, the measurement target is the horizontal hole pipe line 200. Therefore, by inserting the sensor probe 1 into the horizontal hole pipe line 200, the orientation reference of the sensor probe 1 for each position measurement can be obtained. Can match. However, when the measurement target is a vertical hole pipe, the orientation reference of the sensor probe 1 may face a different orientation every time position measurement is performed, and there is a problem that the measurement results of a plurality of times cannot be compared.

本発明は、上記のような課題を解決するためになされたものであり、その目的は、縦穴管路の位置計測においても複数回の計測結果を比較でき、計測データの信頼性を向上できる縦穴管路位置計測方法を提供することである。   The present invention has been made in order to solve the above-described problems. The purpose of the present invention is to make it possible to compare measurement results of a plurality of times even in the position measurement of a vertical hole pipe, and to improve the reliability of measurement data. It is to provide a pipe position measurement method.

本発明に係る縦穴管路位置計測方法は、センサプローブが縦穴管路に沿って進行される際の前記センサプローブのピッチ角、方位角、及び速度に基づいて前記縦穴管路の位置が計測される縦穴管路位置計測方法であって、前記センサプローブの外周の一部に基準位置指示部が設けられるとともに、前記縦穴管路の出入口の外周の一部に基準方位指示部が設けられており、前記縦穴管路の位置計測毎に、前記出入口において前記基準位置指示部と前記基準方位指示部とが前記センサプローブの周方向に沿って一致されて、前記位置計測毎の前記センサプローブの方位基準が一致される。
また、前記縦穴管路の位置計測毎に、前記出入口における前記基準位置指示部と前記基準方位指示部と間の差角に基づいて前記センサプローブの方位基準が補正されて、前記位置計測毎の前記センサプローブの方位基準が一致される。
In the vertical hole pipeline position measuring method according to the present invention, the position of the vertical hole pipeline is measured based on the pitch angle, azimuth angle, and speed of the sensor probe when the sensor probe is advanced along the vertical hole pipeline. A vertical hole pipe position measuring method, wherein a reference position indicating part is provided on a part of the outer periphery of the sensor probe, and a reference direction indicating part is provided on a part of the outer periphery of the entrance / exit of the vertical hole pipe line. For each position measurement of the vertical hole conduit, the reference position indicating unit and the reference direction indicating unit are aligned along the circumferential direction of the sensor probe at the entrance and exit, and the direction of the sensor probe for each position measurement The criteria are matched.
In addition, for each position measurement of the vertical hole pipeline, the azimuth reference of the sensor probe is corrected based on the difference angle between the reference position indicating unit and the reference azimuth indicating unit at the entrance and exit, The orientation reference of the sensor probe is matched.

本発明の縦穴管路位置計測方法によれば、前記出入口において前記基準位置指示部と前記基準方位指示部とが前記センサプローブの周方向に沿って一致されて、前記位置計測毎の前記センサプローブの方位基準が一致されるので、縦穴管路の位置計測においても複数回の計測結果を比較でき、計測データの信頼性を向上できる。
また、前記出入口における前記基準位置指示部と前記基準方位指示部と間の差角に基づいて前記縦穴管路の位置計測毎に前記センサプローブの方位基準が補正されて、前記位置計測毎の前記センサプローブの方位基準が一致されるので、各指示部を一致させる場合と同様に、縦穴管路の位置計測においても複数回の計測結果を比較でき、計測データの信頼性を向上できる。
According to the vertical hole duct position measuring method of the present invention, the reference position indicating unit and the reference azimuth indicating unit coincide with each other along the circumferential direction of the sensor probe at the entrance and exit, and the sensor probe for each position measurement. Since the azimuth | direction reference | standard of this is matched, the measurement result of multiple times can be compared also in the position measurement of a vertical hole pipe line, and the reliability of measurement data can be improved.
Further, the azimuth reference of the sensor probe is corrected for each position measurement of the vertical hole pipeline based on the difference angle between the reference position instruction unit and the reference azimuth instruction unit at the entrance and exit, Since the azimuth reference of the sensor probe is matched, the measurement results of a plurality of times can be compared also in the measurement of the position of the vertical hole pipe, and the reliability of the measurement data can be improved, as in the case of matching each indication unit.

以下、本発明を実施するための最良の形態について、図面を参照して説明する。
実施の形態1.
図1は、本発明の実施の形態1による縦穴管路位置計測方法を示す構成図である。なお、従来の縦穴管路位置計測方法と同一又は同等部分については同一の符号を用いて説明する。図において、この実施の形態の縦穴管路位置計測方法の全体としての構成は、計測対象が横穴管路200から縦穴管路2に変わったことを除き、従来の管路位置計測方法の構成(図4参照)と同様である。すなわち、センサプローブ1は縦穴管路2内に移動自在に設けられており、演算手段7は、プローブデータ6aから求めた前記センサプローブ1のピッチ角θ及び方位角ψと、前記センサプローブ1の移動速度に相当するケーブル速度5a移動速度とに基づいて、前記縦穴管路2の位置を求める。
The best mode for carrying out the present invention will be described below with reference to the drawings.
Embodiment 1 FIG.
FIG. 1 is a configuration diagram illustrating a vertical hole pipe position measuring method according to Embodiment 1 of the present invention. In addition, the same code | symbol is demonstrated about the part which is the same as that of the conventional vertical hole pipe line position measuring method, or an equivalent part. In the figure, the overall configuration of the vertical hole pipeline position measuring method according to this embodiment is the same as that of the conventional pipeline position measuring method except that the measurement target is changed from the horizontal hole pipeline 200 to the vertical hole pipeline 2 ( This is the same as in FIG. That is, the sensor probe 1 is movably provided in the vertical hole pipe 2, and the calculation means 7 calculates the pitch angle θ and azimuth angle ψ of the sensor probe 1 obtained from the probe data 6 a, and the sensor probe 1. Based on the cable speed 5a movement speed corresponding to the movement speed, the position of the vertical hole pipe 2 is obtained.

次に、図2は、図1のセンサプローブ1と縦穴管路2とを示す平面図である。図において、センサプローブ1の外周の一部には、矢印の絵からなる基準位置指示部10が設けられており、縦穴管路2の出入口20の外周の一部には、矢印のシールから基準方位指示部21が設けられている。これら基準位置指示部10及び基準方位指示部21としては、固定された目印であればよく、例えば手書きによる線や傷等でもよい。   Next, FIG. 2 is a plan view showing the sensor probe 1 and the vertical hole pipe 2 of FIG. In the figure, a reference position indicating portion 10 made of an arrow is provided on a part of the outer periphery of the sensor probe 1, and a reference from the arrow seal is provided on a part of the outer periphery of the entrance / exit 20 of the vertical hole duct 2. An azimuth indicating unit 21 is provided. The reference position instruction unit 10 and the reference direction instruction unit 21 may be fixed marks, for example, handwritten lines or scratches.

これら基準位置指示部10及び基準方位指示部21は、前記センサプローブ1が人手によって回転されることで、前記出入口20において前記センサプローブ1の周方向1aに沿って一致される。前記出入口20において各指示部10,21を一致させるタイミングは、前記センサプローブ1が前記出入口20に挿入されて前記出入口20から前記縦穴管路2の終端に向かって進行される前、及び前記センサプローブ1が前記縦穴管路2の終端から前記出入口20に向かって進行された後で前記センサプローブ1が前記出入口20から取り出される前の少なくとも一方である。   The reference position indicating unit 10 and the reference azimuth indicating unit 21 coincide with each other along the circumferential direction 1a of the sensor probe 1 at the doorway 20 when the sensor probe 1 is manually rotated. The timing at which the indicating sections 10 and 21 are made coincident with each other at the entrance / exit 20 is that the sensor probe 1 is inserted into the entrance / exit 20 and is advanced from the entrance / exit 20 toward the end of the vertical hole pipe 2 and the sensor. It is at least one before the sensor probe 1 is taken out from the entrance / exit 20 after the probe 1 is advanced from the end of the vertical hole pipe 2 toward the entrance / exit 20.

この前記指示部10,21の一致が前記縦穴管路2の位置計測毎に行われることで、位置計測毎の方位角ψの基準、すなわち位置計測毎のセンサプローブ1の方位基準が一致される。換言すると、位置計測毎のセンサプローブ1の方位基準は、位置計測毎に、基準方位指示部21が示す固定基準方位に合わせられる。これにより、縦穴管路2の位置計測においても複数回の計測結果を比較でき、計測データの信頼性を向上できる。   The coincidence of the instruction units 10 and 21 is performed every time the position of the vertical hole pipe 2 is measured, so that the reference of the azimuth angle ψ for each position measurement, that is, the azimuth reference of the sensor probe 1 for each position measurement is matched. . In other words, the orientation reference of the sensor probe 1 for each position measurement is matched with the fixed reference orientation indicated by the reference orientation instruction unit 21 for each position measurement. Thereby, the measurement results of a plurality of times can be compared also in the position measurement of the vertical hole pipeline 2, and the reliability of the measurement data can be improved.

なお、実施の形態1では、各指示部10,21は、固定された目印であるように説明したが、例えば発光部及び受光部等の第1及び第2対向センサであってもよい。すなわち、例えばモータ等の回転駆動手段をセンサプローブに接続し、位置計測毎に第1及び第2対向センサが互いに対向する回転位置までセンサプローブを回転駆動することで、センサプローブの周方向に沿って各指示部を一致させてもよい。   In the first embodiment, each of the instruction units 10 and 21 has been described as a fixed mark, but may be first and second opposing sensors such as a light emitting unit and a light receiving unit. That is, for example, a rotational driving means such as a motor is connected to the sensor probe, and the sensor probe is rotationally driven to the rotational position where the first and second opposing sensors face each other for each position measurement, thereby along the circumferential direction of the sensor probe. The instruction units may be matched.

実施の形態2.
次に、図3は、本発明の実施の形態2による縦穴管路位置計測方法を示す説明図である。実施の形態1では、前記センサプローブ1の周方向1aに沿って基準位置指示部10を基準方位指示部21に一致させると説明したが、計測現場によっては位置計測毎に前記センサプローブ1を回転させることが困難な場合もある。そこで、実施の形態2では、前記縦穴管路2の位置計測毎に、前記出入口20における前記基準位置指示部10と前記基準方位指示部21と間の差角30が人手により計測されて、この差角30が演算手段7(図1参照)に入力される。演算手段7は、入力された差角30に基づいて前記センサプローブ1の方位基準を補正する。すなわち、位置計測毎に、プローブデータ6a(図1参照)から求められる方位角ψから差角30が減算されることで、前記方位角ψの0点調整が行われる。その他の構成は実施の形態1と同様である。
Embodiment 2. FIG.
Next, FIG. 3 is explanatory drawing which shows the vertical hole pipe line position measuring method by Embodiment 2 of this invention. In the first embodiment, it has been described that the reference position indicating unit 10 coincides with the reference direction indicating unit 21 along the circumferential direction 1a of the sensor probe 1. However, depending on the measurement site, the sensor probe 1 is rotated for each position measurement. It may be difficult to do so. Therefore, in the second embodiment, every time the position of the vertical hole pipe 2 is measured, the difference angle 30 between the reference position indicating unit 10 and the reference direction indicating unit 21 at the entrance 20 is manually measured. The difference angle 30 is input to the calculation means 7 (see FIG. 1). The calculating means 7 corrects the azimuth reference of the sensor probe 1 based on the inputted difference angle 30. That is, for each position measurement, the difference angle 30 is subtracted from the azimuth angle ψ obtained from the probe data 6a (see FIG. 1), thereby adjusting the azimuth angle ψ to zero. Other configurations are the same as those of the first embodiment.

このように差角30に基づいて前記センサプローブ1の方位基準が補正されるように構成しても、縦穴管路2の位置計測においても複数回の計測結果を比較でき、計測データの信頼性を向上できる。   Even if the orientation reference of the sensor probe 1 is corrected based on the difference angle 30 as described above, the measurement results of a plurality of times can be compared even in the position measurement of the vertical hole conduit 2, and the reliability of the measurement data can be compared. Can be improved.

本発明の実施の形態1による縦穴管路位置計測方法を示す構成図である。It is a block diagram which shows the vertical hole pipe line position measuring method by Embodiment 1 of this invention. 図1のセンサプローブと縦穴管路とを示す平面図である。It is a top view which shows the sensor probe and vertical hole pipe line of FIG. 本発明の実施の形態2による縦穴管路位置計測方法を示す説明図である。It is explanatory drawing which shows the vertical hole pipeline position measuring method by Embodiment 2 of this invention. 従来の管路位置計測方法を示す構成図である。It is a block diagram which shows the conventional pipeline position measuring method. 図4の演算手段によって求められた横穴管路の位置を示す説明図である。It is explanatory drawing which shows the position of the horizontal hole pipe calculated | required by the calculating means of FIG.

符号の説明Explanation of symbols

1 センサプローブ
1a 周方向
2 縦穴管路
10 基準位置指示部
20 出入口
21 基準方位指示部
30 差角
DESCRIPTION OF SYMBOLS 1 Sensor probe 1a Circumferential direction 2 Vertical hole pipe line 10 Reference | standard position instruction | indication part 20 Entrance / exit 21 Reference | standard azimuth | direction direction instruction part 30

Claims (2)

センサプローブ(1)が縦穴管路(2)に沿って進行される際の前記センサプローブ(1)のピッチ角、方位角、及び速度に基づいて前記縦穴管路(2)の位置が計測される縦穴管路位置計測方法であって、
前記センサプローブ(1)の外周の一部に基準位置指示部(10)が設けられるとともに、前記縦穴管路(2)の出入口(20)の外周の一部に基準方位指示部(21)が設けられており、
前記縦穴管路(2)の位置計測毎に、前記出入口(20)において前記基準位置指示部(10)と前記基準方位指示部(21)とが前記センサプローブ(1)の周方向(1a)に沿って一致されて、前記位置計測毎の前記センサプローブ(1)の方位基準が一致されることを特徴とする縦穴管路位置計測方法。
The position of the vertical hole pipe (2) is measured based on the pitch angle, azimuth angle, and speed of the sensor probe (1) when the sensor probe (1) travels along the vertical hole pipe (2). A vertical hole pipe position measuring method,
A reference position indicating part (10) is provided on a part of the outer periphery of the sensor probe (1), and a reference direction indicating part (21) is provided on a part of the outer periphery of the entrance (20) of the vertical hole pipe (2). Provided,
Each time the position of the vertical hole pipe (2) is measured, the reference position indicating section (10) and the reference azimuth indicating section (21) at the entrance (20) are in the circumferential direction (1a) of the sensor probe (1). The vertical hole pipe position measuring method is characterized in that the azimuth reference of the sensor probe (1) for each position measurement is matched.
センサプローブ(1)が縦穴管路(2)に沿って進行される際の前記センサプローブ(1)のピッチ角、方位角、及び速度に基づいて前記縦穴管路(2)の位置が計測される縦穴管路位置計測方法であって、
前記センサプローブ(1)の外周の一部に基準位置指示部(10)が設けられるとともに、前記縦穴管路(2)の出入口(20)の外周の一部に基準方位指示部(21)が設けられており、
前記縦穴管路(2)の位置計測毎に、前記出入口における前記基準位置指示部(10)と前記基準方位指示部(21)と間の差角(30)に基づいて前記センサプローブ(1)の方位基準が補正されて、前記位置計測毎の前記センサプローブ(1)の方位基準が一致されることを特徴とする縦穴管路位置計測方法。
The position of the vertical hole pipe (2) is measured based on the pitch angle, azimuth angle, and speed of the sensor probe (1) when the sensor probe (1) travels along the vertical hole pipe (2). A vertical hole pipe position measuring method,
A reference position indicating part (10) is provided on a part of the outer periphery of the sensor probe (1), and a reference direction indicating part (21) is provided on a part of the outer periphery of the entrance (20) of the vertical hole pipe (2). Provided,
For each position measurement of the vertical hole pipe (2), the sensor probe (1) is based on a difference angle (30) between the reference position indicating unit (10) and the reference direction indicating unit (21) at the entrance / exit. The azimuth | direction reference | standard of this is correct | amended, and the azimuth | direction reference | standard of the said sensor probe (1) for every said position measurement is corresponded, The vertical hole pipe line position measuring method characterized by the above-mentioned.
JP2008212722A 2008-08-21 2008-08-21 Vertical hole pipe position measurement method Expired - Fee Related JP5256405B2 (en)

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