JPH1088969A - Pipeline measuring device - Google Patents

Pipeline measuring device

Info

Publication number
JPH1088969A
JPH1088969A JP26384896A JP26384896A JPH1088969A JP H1088969 A JPH1088969 A JP H1088969A JP 26384896 A JP26384896 A JP 26384896A JP 26384896 A JP26384896 A JP 26384896A JP H1088969 A JPH1088969 A JP H1088969A
Authority
JP
Japan
Prior art keywords
axis
pipeline
pipe
gyro
point
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP26384896A
Other languages
Japanese (ja)
Inventor
Ken Morita
謙 森田
Takamasa Hashimoto
貴政 橋本
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.)
Raito Kogyo Co Ltd
Original Assignee
Raito Kogyo Co Ltd
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 Raito Kogyo Co Ltd filed Critical Raito Kogyo Co Ltd
Priority to JP26384896A priority Critical patent/JPH1088969A/en
Publication of JPH1088969A publication Critical patent/JPH1088969A/en
Pending legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)
  • Gyroscopes (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a pipeline measuring device which can measure the pipeline at real time of excavation, by providing a gyroscope to be provided in a flexible pipe for excavating underground, an X-axis deflection meter, a Y-axis deflection meter, a distance meter, a pipeline computing means for computing the pipeline of flexible pipe and a driving means for preventing the rotation of gyroscope. SOLUTION: A pipeline measuring device main part 10 provided in a flexible pipe is moved forward with the advance of excavation. The main part 10 has a gyroscope 3, a X-axis deflection meter 4, a Y-axis deflection meter 5, a pipeline computing means 7 and a driving means 8. The driving means 8 hole the posture of the gyroscope 3 or the like so as to prevent the generation of error of the output of the gyroscope 3 during the excavation. The pipeline computing means 7 computes a pipeline 2 on the basis of the output signal from the gyroscope 3, the X-axis deflection meter, the Y-axis deflection meter and a distance meter. Consequently, pipeline can be measured at real time during the excavation or after a step for a very short time.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、地中を堀進する撓
み管の管路を測定する管路測定装置の改良に関する。特
に、測定をリアルタイムにすることを可能とし、測定の
精度が高く、測定作業を効率的にする改良に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improvement in a pipe measuring device for measuring a pipe of a flexible pipe which digs underground. In particular, the present invention relates to an improvement in which measurement can be performed in real time, measurement accuracy is high, and measurement work is efficient.

【0002】[0002]

【従来の技術】地中に管を埋設するとき、目的の箇所に
直線状に敷設する以外に、地中の障害物を避ける等の事
由から円弧状に撓み管を敷設することがある。このよう
に、撓み管を円弧状に敷設するときには、目標とする経
路を辿っているかどうかを測定しながら敷設することが
殊に必要になる。管路の測定のために、従来は、撓み管
内に測定用の管を設け、測定の都度、測定用の管内に測
定用機器を挿入して、撓み管の管路を測定する挿入式の
管路測定装置を使用している。
2. Description of the Related Art When burying a pipe in the ground, besides laying it in a straight line at a target location, a flexible pipe may be laid in an arc shape for reasons such as avoiding obstacles in the ground. As described above, when the flexible tube is laid in an arc shape, it is particularly necessary to lay the flexible tube while measuring whether or not the target tube follows the target path. Conventionally, for measurement of a pipe, an insertion pipe for measuring a pipe of a flexible pipe by providing a pipe for measurement in a flexible pipe and inserting a measuring device into the pipe for measurement each time measurement is performed. Uses a road measurement device.

【0003】[0003]

【発明が解決しようとする課題】ところで、管路が目標
とする経路を逸れたときは目標とする経路に戻すため撓
み管を曲げる必要があるが、撓み管の最小曲げ半径には
限度があるので、目標とする経路から大きく逸脱する前
に管路の測定をする必要がある。測定の都度、測定用の
管内に測定用機器を挿入して撓み管の管路を測定する挿
入式の管路測定装置では、測定した時点では目標とする
経路から大きく逸脱していることがあり、このため、掘
削のやり直しをすることがあった。
When the pipe deviates from the target path, it is necessary to bend the flexible pipe in order to return to the target path. However, the minimum bending radius of the flexible pipe is limited. Therefore, it is necessary to measure the pipeline before greatly deviating from the target route. With an insertion-type pipe measuring device that measures the pipe of a flexible pipe by inserting a measuring device into the pipe for measurement each time measurement may deviate significantly from the target path at the time of measurement For this reason, the excavation was sometimes redone.

【0004】本発明の目的は、この欠点を解消すること
にあり、掘削しながらリアルタイムに管路を測定するこ
とのできる管路測定装置を提供することにある。
[0004] An object of the present invention is to eliminate this drawback, and to provide a pipeline measuring apparatus capable of measuring a pipeline in real time while excavating.

【0005】[0005]

【課題を解決するための手段】上記の目的を達成するた
めに、本発明に係る管路測定装置は撓み管1の中に設置
されたジャイロ3とX軸偏位計4とY軸偏位計5とを有
していて、ジャイロ3は管路2上の点Oにおける管路2
と平行するZ軸とこれと直交し互いに直交するX軸とY
軸との計3軸の方向の方位を出力し、X軸偏位計4とY
軸偏位計5とは点Oより予め定められた距離δ離隔した
管路2上の点Aを点OにおけるXY平面にZ軸に平行に
投影した点のX軸偏位とY軸偏位とを出力する。そし
て、距離計6は管路2と地表面との交点から点Oまでの
管路2に沿う距離を出力する。
In order to achieve the above object, a pipe measuring apparatus according to the present invention comprises a gyro 3, an X-axis eccentricity meter 4, and a Y-axis eccentricity installed in a flexible tube 1. The gyro 3 is connected to the pipeline 2 at a point O on the pipeline 2.
And the X axis and the Y axis that are orthogonal to each other
Outputs the azimuths of the three axes with respect to the X axis, and the X axis
The axis deviation meter 5 is an X-axis deviation and a Y-axis deviation of a point obtained by projecting a point A on the pipe 2 at a predetermined distance δ from the point O onto the XY plane at the point O in parallel with the Z axis. Is output. The distance meter 6 outputs the distance along the pipeline 2 from the intersection of the pipeline 2 and the ground surface to the point O.

【0006】管路2と地表面との交点から点Oまでの距
離がdのときの点Oの管路2と地表面との交点から点O
までの距離がdのときの点OのX軸とY軸とZ軸との方
位をXd、Yd、Zdとし、点Aの投影点のX軸偏位と
Y軸偏位とをXAd、YAdとする。管路2と地表面との交
点から点Oまでの距離がdのときの点Oの地上に固定さ
れた座標系における座標が判明しておれば、点Aの地上
に固定された座標系における座標は、点Aは点Oより方
位Xd、Yd、Zdに対してXAd、YAd偏位した方向に
距離δだけ離れた位置にあることより計算して求めるこ
とができる。従って、先ず管路2と地表面との交点にお
けるX0 、Y0 、Z0 、XA0およびYA0を測定し、順
次、管路2に沿って距離δ毎にXd、Yd、Zd、XAd
およびYAdを測定していけば、管路2と地表面との交点
の地上に固定された座標系における座標は当然判明して
いるから、管路2に沿った距離δ毎の管路2上の点の地
上に固定された座標系における座標を計算することがで
き、Xd、Yd、Zd、XAdおよびYAdを誤差無く測定
できれば、管路を測定することができる。
When the distance from the intersection between the pipeline 2 and the ground surface to the point O is d, the point O is determined from the intersection between the pipeline 2 at the point O and the ground surface.
The azimuths of the X axis, the Y axis, and the Z axis of the point O when the distance to the point d is Xd, Yd, and Zd, and the X axis deviation and the Y axis deviation of the projection point of the point A are XAd and YAd. And If the coordinates of the point O in the coordinate system fixed on the ground when the distance from the intersection of the pipe line 2 and the ground surface to the point O is d are known, the coordinates of the point A in the coordinate system fixed on the ground are known. The coordinates can be obtained by calculating that the point A is located at a position away from the point O by the distance δ in the direction deviated by XAd and YAd with respect to the azimuths Xd, Yd and Zd. Therefore, first, X0, Y0, Z0, XA0, and YA0 at the intersection of the pipeline 2 and the ground surface are measured, and Xd, Yd, Zd, XAd are sequentially measured along the pipeline 2 at every distance δ.
By measuring YAd and YAd, the coordinates of the intersection of the pipeline 2 and the ground surface in the coordinate system fixed on the ground are naturally known, and therefore, on the pipeline 2 at every distance δ along the pipeline 2 If the coordinates of the point in the coordinate system fixed on the ground can be calculated, and Xd, Yd, Zd, XAd, and YAd can be measured without error, the pipeline can be measured.

【0007】本発明に係る管路測定装置の第1の手段
は、ジャイロ3とX軸偏位計4とY軸偏位計5とが地球
に対しZ軸回りに回転しないようにする駆動手段8を有
していて、撓み管1が回転してもジャイロ3は地上に固
定された座標系に対して回転しないので、ジャイロ3が
出力する真方位は誤差を生ずることがない。このため、
ジャイロ3とX軸偏位計4とY軸偏位計5と距離計6と
のそれぞれの出力信号より管路2を演算する管路演算手
段7は誤差のない管路をリアルタイムに演算することが
できる。なお、ジャイロ3がX軸またはY軸回りに回転
しても回転速度は非常に微小であるので測定誤差となら
ない。
A first means of the pipeline measuring apparatus according to the present invention is a driving means for preventing the gyro 3, the X-axis deflectometer 4 and the Y-axis deflectometer 5 from rotating around the Z-axis with respect to the earth. Since the gyro 3 does not rotate with respect to the coordinate system fixed on the ground even when the flexible tube 1 rotates, the true azimuth output by the gyro 3 does not cause an error. For this reason,
A pipe calculating means 7 for calculating the pipe 2 from the output signals of the gyro 3, the X-axis deflectometer 4, the Y-axis deflectometer 5, and the distance meter 6 calculates a pipe without error in real time. Can be. Note that even if the gyro 3 rotates around the X-axis or the Y-axis, the rotation speed is extremely small, so that no measurement error occurs.

【0008】本発明に係る管路測定装置の第2の手段
は、休止時管路演算手段9を有していて、撓み管1が予
め定められた期間静止している期間内において予め定め
られた時間後に出力されるジャイロ3の出力信号を使用
して管路2を演算する。このように、静止している期間
が十分にある場合に出力されるジャイロ3の出力信号の
誤差は無視することができるので、若干の休止時間を待
つだけで、リアルタイムに管路の測定をする事ができ
る。
The second means of the pipeline measuring apparatus according to the present invention includes a pipeline calculating means at rest, wherein the flexible pipe 1 is kept stationary for a predetermined period of time. The pipeline 2 is calculated by using the output signal of the gyro 3 output after a lapse of time. As described above, since the error of the output signal of the gyro 3 output when there is a sufficient period of rest can be ignored, the pipe line can be measured in real time only by waiting for a slight pause time. Can do things.

【0009】さらに具体的に言えば、第1の手段は、地
中を堀進する撓み管1の内部に設置され、前記の撓み管
1の管路2上の点Oにおいて管路2と平行するZ軸の方
向と、この方向と直交し互いに直交するX軸とY軸との
2方向との計3方向の真方位を出力するジャイロ3と、
前記の撓み管1の内部に設置され、前記の点Oにおける
前記のX軸と前記のY軸とを基準として前記の点Oより
予め定められた距離離隔した前記の管路2上の点AのX
軸座標を測定するX軸偏位計4とY軸座標を測定するY
軸偏位計5と、前記の管路2と地表面との交点と前記の
点Oとの距離を前記の管路2に沿って測定する距離計6
と、前記のジャイロ3と前記のX軸偏位計4と前記のY
軸偏位計5と前記の距離計6とのそれぞれの出力信号よ
り前記の管路2を演算する管路演算手段7と、前記のジ
ャイロ3と前記のX軸偏位計4と前記のY軸偏位計5と
を前記のZ軸回りに回転駆動し、前記のジャイロ3がZ
軸回りの回転がないようにする駆動手段8とを有する管
路測定装置である。
More specifically, the first means is provided inside a flexible pipe 1 which is moated in the ground, and is parallel to the pipe 2 at a point O on the pipe 2 of the flexible pipe 1. A gyro 3 that outputs true directions in a total of three directions: a direction of the Z axis, and two directions of an X axis and a Y axis that are orthogonal to the direction and orthogonal to each other;
A point A on the pipeline 2 that is installed inside the flexible tube 1 and that is separated from the point O by a predetermined distance with respect to the X axis and the Y axis at the point O X
X-axis deflectometer 4 for measuring axis coordinates and Y for measuring Y-axis coordinates
An axial eccentricity meter 5 and a distance meter 6 for measuring the distance between the intersection of the pipe 2 and the ground surface and the point O along the pipe 2
And the gyro 3, the X-axis displacement meter 4, and the Y
A pipe calculating means 7 for calculating the pipe 2 from respective output signals of the axis eccentricity meter 5 and the distance meter 6; the gyro 3; the X-axis eccentricity meter 4; The gyro 3 is driven to rotate around the Z-axis, and the gyro 3
And a driving means 8 for preventing rotation around the axis.

【0010】第1の手段において、前記の駆動手段8は
ジャイロ3のX軸方位とY軸方位との出力信号が常に一
定になるようにする負帰還演算手段81を有している
と、ジャイロ3は地球に対しZ軸回りの回転をせず、駆
動手段8は全てジャイロ3の近傍のみで処理できるので
都合がよい。
In the first means, the driving means 8 includes a negative feedback calculating means 81 for making the output signals of the gyro 3 in the X-axis direction and the Y-axis direction always constant. 3 does not rotate around the Z axis with respect to the earth, and all the driving means 8 can be processed only in the vicinity of the gyro 3, which is convenient.

【0011】また、第1の手段において、前記の駆動手
段8は前記の撓み管1の回転を検出する撓み管回転検出
手段82の信号を受けて前記の撓み管1の回転と逆方向
に前記のジャイロ3を回転させる逆回転指令手段83を
有しているようにしても、ジャイロ3は地球に対しZ軸
回りの回転をさせないですむ。
In the first means, the driving means 8 receives the signal of the flexible tube rotation detecting means 82 for detecting the rotation of the flexible tube 1 and receives the signal of the flexible tube 1 in a direction opposite to the rotation of the flexible tube 1. Even if the gyro 3 has the reverse rotation command means 83 for rotating the gyro 3, the gyro 3 does not need to rotate the earth about the Z axis.

【0012】第2の手段は、第1の手段における管路演
算手段7と駆動手段8とに換えて、前記のX軸偏位計4
と前記のY軸偏位計5と前記の距離計6とのそれぞれの
出力信号と、前記の撓み管1が予め定められた期間静止
している期間内において予め定められた時間後に出力さ
れる前記のジャイロ3の出力信号とより前記の管路2を
演算する休止時管路演算手段9を有する管路測定装置で
ある。
The second means replaces the pipeline calculating means 7 and the driving means 8 in the first means, and comprises the X-axis eccentricity meter 4 described above.
And output signals of the Y-axis displacement meter 5 and the distance meter 6, respectively, and are output after a predetermined time in a period in which the flexible tube 1 is stationary for a predetermined period. This is a pipeline measuring device having a pipeline calculation unit at rest 9 for calculating the pipeline 2 from the output signal of the gyro 3.

【0013】[0013]

【発明の実施の形態】以下、図面を参照して、本発明の
実施の形態について、さらに、説明する。
Embodiments of the present invention will be further described below with reference to the drawings.

【0014】第1実施例(請求項1、2に対応) 図1、図2参照 図1は本発明の第1実施例の形態に係る管路測定装置の
主要部の配置図を示し、図2は本発明の第1実施例の形
態に係る管路測定装置のブロック図を示す。図1におい
て、1は撓み管である。撓み管1は、図に示されていな
い掘削機によって土が掘削されるにつれ、地中を前方へ
と推進される。2は撓み管1の中心を結ぶ管路である。
10は撓み管1の先頭近くに設置されている管路測定装
置主要部であり、掘削が進むにつれ前方へと移動する。
この掘削前進時に撓み管1が管路2を軸として回転する
ので、管路測定装置主要部10も管路2を軸として回転
しながら前方へと移動することになる。6は距離計であ
り、管路2に沿って敷設された索61によって測定して
いる。図2に示すように、管路測定装置主要部10には
ジャイロ3とX軸偏位計4とY軸偏位計5と駆動手段8
とを有している。管路測定装置主要部10内にある点0
と点A(図1参照)は共に管路2上の点であり、点Aは
点Oより予め定められた距離隔たった箇所に位置してい
る。
First Embodiment (Corresponding to Claims 1 and 2) FIGS. 1 and 2 FIG. 1 is a diagram showing an arrangement of main parts of a pipe measuring apparatus according to a first embodiment of the present invention. FIG. 2 shows a block diagram of a pipeline measuring device according to the first embodiment of the present invention. In FIG. 1, reference numeral 1 denotes a flexible tube. The flexible tube 1 is propelled forward in the ground as soil is excavated by an excavator not shown. Reference numeral 2 denotes a conduit connecting the centers of the flexible tubes 1.
Reference numeral 10 denotes a main part of a pipe measuring device installed near the head of the flexible pipe 1, which moves forward as excavation proceeds.
When the excavation advances, the flexible pipe 1 rotates around the pipe 2, so that the pipe measuring device main part 10 also moves forward while rotating about the pipe 2. Reference numeral 6 denotes a distance meter, which is measured by a cable 61 laid along the pipeline 2. As shown in FIG. 2, a gyro 3, an X-axis displacement meter 4, a Y-axis displacement meter 5, and a driving means 8
And Point 0 in the main part 10 of the pipeline measuring device
And point A (see FIG. 1) are both points on the pipeline 2, and point A is located at a position separated by a predetermined distance from point O.

【0015】図3参照 図3はジャイロ3とX軸偏位計4とY軸偏位計5との動
作を説明するための図である。 ジャイロ3は、点Oに
おける管路2と接する方向であるZ軸と、Z軸と直交し
互いに直交するX軸とY軸との3軸について、それぞれ
の軸回りの角速度とそれぞれの軸方向の加速度とを計測
するセンサを有し、これらの角速度と加速度との合計6
個の量より方位を、矢印Nをもって示す地軸の方向と矢
印Pをもって示す鉛直方向とを基準として計測すること
ができる。図2にあるジャイロ3から出ているXd、Y
d、Zdで示されている3本の線はそれぞれX軸、Y
軸、Z軸の方位を表す信号を出力する出力線である。X
軸偏位計4は点Oと点Aとを結ぶ線分がZ軸となす傾斜
角のX軸方向の成分を測定してX軸座標XAdを出力する
ものであり、Y軸偏位計5は点Oと点Aとを結ぶ線分が
Z軸となす傾斜角のY軸方向の成分を測定してY軸座標
YAdを出力するものである。
FIG. 3 is a diagram for explaining the operation of the gyro 3, the X-axis displacement meter 4, and the Y-axis displacement meter 5. The gyro 3 has angular velocities around respective axes and a Z-axis which is a direction in contact with the pipeline 2 at the point O, and an X-axis and a Y-axis which are orthogonal to the Z-axis and orthogonal to each other. It has a sensor that measures acceleration, and the total of these angular velocity and acceleration is 6
The azimuth can be measured based on the direction of the earth axis indicated by the arrow N and the vertical direction indicated by the arrow P from the quantity. Xd, Y coming out of the gyro 3 in FIG.
The three lines indicated by d and Zd are the X axis and the Y axis, respectively.
This is an output line for outputting a signal indicating the azimuth of the axis and the Z axis. X
The axis displacement meter 4 measures the component in the X-axis direction of the inclination angle formed by the line segment connecting the point O and the point A with the Z-axis, and outputs the X-axis coordinate XAd. Is for measuring the component in the Y-axis direction of the inclination angle formed by the line segment connecting the point O and the point A with the Z-axis, and outputting the Y-axis coordinate YAd.

【0016】図2再参照 8はジャイロ3とX軸偏位計4とY軸偏位計5とをZ軸
回りに回転駆動する駆動手段であり、電動機から構成さ
れジャイロ3を駆動する駆動部85と駆動部85に指令
する負帰還演算手段81とを有している。負帰還演算手
段81はジャイロ3のXd出力とYd出力とを入力さ
れ、ジャイロ3が掘削開始時の地表面にあるときのジャ
イロ3の出力であるX0 とY0 と一致するように駆動部
85に負帰還している。このため、掘削中撓み管1が回
転しても、ジャイロ3とX軸偏位計4とY軸偏位計5と
は掘削開始時に地表面にあるときの管路2に対する姿勢
を保持したまま、管路2の屈曲に従って屈曲しながら前
進する。このため、掘削中であってもジャイロ3の出力
Xd、Yd、Zdに誤差を生ずることがない。
FIG. 2 is re-referenced. 8 is a driving means for rotating the gyro 3, the X-axis eccentricity meter 4 and the Y-axis eccentricity meter 5 around the Z-axis, and comprises a motor for driving the gyro 3 85 and a negative feedback calculation means 81 for instructing the drive unit 85. The negative feedback calculation means 81 receives the Xd output and the Yd output of the gyro 3, and sends the output to the drive unit 85 so as to match the gyro 3 outputs X 0 and Y 0 when the gyro 3 is at the ground surface at the start of excavation. Negative feedback. For this reason, even if the flexible pipe 1 rotates during excavation, the gyro 3, the X-axis eccentricity meter 4, and the Y-axis eccentricity meter 5 maintain the posture with respect to the pipeline 2 when it is on the ground surface at the time of starting excavation. Forward while bending in accordance with the bending of the pipeline 2. Therefore, no error occurs in the outputs Xd, Yd, and Zd of the gyro 3 even during excavation.

【0017】7は管路演算手段であり、ジャイロ3の出
力Xd、Yd、ZdとX軸偏位計4の出力XAdとY軸偏
位計5の出力YAdと距離計6の出力dとを入力され、管
路2を演算する。上記のように、ジャイロ3の出力X
d、Yd、Zdに誤差がないから、管路演算手段7が出
力する管路2の演算結果も誤差のない値が得られ、掘削
しながらリアルタイムに出力することができる。
Numeral 7 denotes a pipeline calculating means, which calculates the outputs Xd, Yd, Zd of the gyro 3, the output XAd of the X-axis displacement meter 4, the output YAd of the Y-axis displacement meter 5, and the output d of the distance meter 6. It is inputted and the pipeline 2 is calculated. As described above, the output X of the gyro 3
Since there is no error in d, Yd, and Zd, the calculation result of the pipeline 2 output by the pipeline calculation means 7 also has a value with no error, and can be output in real time while excavating.

【0018】第2実施例(請求項3に対応) 図4参照 図4は本発明の第2実施例の形態に係る管路測定装置の
ブロック図を示す。図4において、駆動手段8は駆動部
85と撓み管回転検出手段82と逆回転指令手段83と
からなっている。撓み管回転検出手段82は地表に設置
され撓み管1の回転を検出し、逆回転指令手段83に伝
える。逆回転指令手段83は撓み管1内に設置されるケ
ーブルを介して駆動部85を駆動し、ジャイロ3とX軸
偏位計4とY軸偏位計5とをZ軸回りに逆回転駆動す
る。このため、ジャイロ3の出力は誤差がなく、管路演
算手段7も掘削しながらリアルタイムに誤差のない出力
を発することができる。
Second Embodiment (corresponding to claim 3) See FIG. 4 FIG. 4 is a block diagram of a pipeline measuring apparatus according to a second embodiment of the present invention. In FIG. 4, the driving unit 8 includes a driving unit 85, a flexible tube rotation detecting unit 82, and a reverse rotation instruction unit 83. The flexible tube rotation detecting means 82 detects the rotation of the flexible tube 1 installed on the surface of the ground and transmits the rotation to the reverse rotation command means 83. The reverse rotation command means 83 drives the drive unit 85 via a cable installed in the flexible tube 1 to reversely drive the gyro 3, the X-axis eccentricity meter 4, and the Y-axis eccentricity meter 5 around the Z-axis. I do. For this reason, the output of the gyro 3 has no error, and the pipeline calculation means 7 can output an error-free output in real time while excavating.

【0019】第3実施例(請求項4に対応) 図5参照 図5は本発明の第3実施例の形態に係る管路測定装置の
ブロック図を示す。図5において、9は休止時管路演算
手段である。休止時管路演算手段9には、ジャイロ3の
出力Xd、Yd、ZdとX軸偏位計4の出力XAdとY軸
偏位計5の出力YAdと距離計6の出力dと休止中信号と
が入力され、管路2を演算する。運転員が掘削機の運転
を停止している間休止中信号が発され、休止時管路演算
手段9は休止中信号を受信して予め定められている時間
待機して後、そのとき入力されている信号Xd、Yd、
Zd、XAd、YAd、dより管路2を演算する。掘削中ジ
ャイロ3がZ軸回りに回転されていて、この回転により
信号Xd、Yd、Zdに誤差が累積されていても、掘削
機の運転が停止されジャイロ3の回転が停止して予め定
められている時間待機して後におけるジャイロ3の出力
信号Xd、Yd、Zdには誤差がないので、休止時管路
演算手段9は誤差のない管路2を演算することができ
る。本実施例に係る管路測定装置は第1実施例および第
2実施例に係る管路測定装置と比較し多少の待ち時間を
必要とするが、従来技術に係る管路測定装置に比較する
と、測定のための準備作業が極めて短縮され、ほぼリア
ルタイムに計測することができる。
Third Embodiment (corresponding to claim 4) See FIG. 5 FIG. 5 is a block diagram of a pipeline measuring apparatus according to a third embodiment of the present invention. In FIG. 5, reference numeral 9 denotes a pipeline operation means at rest. The quiescent pipeline calculation means 9 includes the outputs Xd, Yd, Zd of the gyro 3, the output XAd of the X-axis eccentricity meter 4, the output YAd of the Y-axis eccentricity meter 5, the output d of the distance meter 6, and the in-rest signal. Is input, and the pipeline 2 is calculated. A pause signal is issued while the operator stops the operation of the excavator, and the pause-time pipeline calculating means 9 receives the pause signal and waits for a predetermined period of time, and then inputs the pause signal. Signals Xd, Yd,
The pipeline 2 is calculated from Zd, XAd, YAd, and d. Even if the gyro 3 is being rotated around the Z-axis during excavation and the rotation has caused errors in the signals Xd, Yd and Zd, the operation of the excavator is stopped and the rotation of the gyro 3 is stopped and the predetermined value is determined. Since there is no error in the output signals Xd, Yd, Zd of the gyro 3 after waiting for a certain period of time, the inactive pipeline calculation means 9 can calculate the pipeline 2 with no error. The pipe line measuring apparatus according to the present embodiment requires some waiting time as compared with the pipe line measuring apparatuses according to the first embodiment and the second embodiment, but compared with the pipe line measuring apparatus according to the related art, Preparation work for measurement is extremely shortened, and measurement can be performed almost in real time.

【0020】[0020]

【発明の効果】以上説明したように、本発明に係る管路
測定装置によれば、撓み管のなかに常時測定のために必
要な管路測定装置の機器が設置されており、ジャイロを
逆回転させるかまたは短時間の待ち時間を取ることによ
り誤差のない信号となるので、掘削中またはごく短時間
の停止後リアルタイムな管路の測定が行え、目標とする
管路からのづれを直ちに検出することができ、掘削のや
り直しは無縁のものとなった。しかも、従来技術に係る
挿入式の管路測定装置と異なり組込式の管路測定装置で
あるので、大型のジャイロを使用することができ精度の
高い真方位が得られ、精度の高い管路を得ることができ
る。さらに、管路測定の作業性を飛躍的に高めることが
できた。
As described above, according to the pipeline measuring apparatus according to the present invention, the equipment of the pipeline measuring apparatus necessary for constant measurement is installed in the flexible pipe, and the gyro is inverted. By rotating or taking a short waiting time, a signal without errors can be obtained, so that real-time pipe measurement can be performed during excavation or after a very short stop, and deviation from the target pipe can be detected immediately. And the re-drilling was irrelevant. In addition, unlike the insertion-type pipeline measuring device according to the related art, since it is a built-in pipeline measuring device, a large-sized gyro can be used, a highly accurate true direction can be obtained, and a highly accurate pipeline can be obtained. Can be obtained. In addition, the workability of pipe line measurement was dramatically improved.

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

【図1】本発明の第1実施例の形態に係る管路測定装置
の主要部の配置図である。
FIG. 1 is an arrangement diagram of a main part of a pipeline measuring device according to a first embodiment of the present invention.

【図2】本発明の第1実施例の形態に係る管路測定装置
のブロック図である。
FIG. 2 is a block diagram of a pipeline measuring device according to a first embodiment of the present invention.

【図3】本発明に係るジャイロとX軸偏位計とY軸偏位
計との動作説明図である。
FIG. 3 is an operation explanatory diagram of a gyro, an X-axis displacement meter, and a Y-axis displacement meter according to the present invention.

【図4】本発明の第2実施例の形態に係る管路測定装置
のブロック図である。
FIG. 4 is a block diagram of a pipeline measuring device according to a second embodiment of the present invention.

【図5】本発明の第3実施例の形態に係る管路測定装置
のブロック図である。
FIG. 5 is a block diagram of a pipeline measuring device according to a third embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 撓み管 2 管路 3 ジャイロ 4 X軸偏位計 5 Y軸偏位計 6 距離計 7 管路演算手段 8 駆動手段 9 休止時管路演算手段 10 管路測定装置主要部 61 索 81 負帰還演算手段 82 撓み管回転検出手段 83 逆回転指令手段 85 駆動部 DESCRIPTION OF SYMBOLS 1 Flexible pipe 2 Pipeline 3 Gyro 4 X-axis eccentricity meter 5 Y-axis eccentricity meter 6 Distance meter 7 Pipeline calculation means 8 Driving means 9 Pipeline calculation means at rest 10 Pipeline measurement device main part 61 Cable 81 Negative feedback Calculation means 82 Flexible tube rotation detection means 83 Reverse rotation command means 85 Drive unit

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 地中を堀進する撓み管(1)の内部に設
置され、該撓み管(1)の管路(2)上の点Oにおいて
前記管路(2)と平行するZ軸の方向と、該方向と直交
し互いに直交するX軸とY軸との2方向との計3方向の
方位を出力するジャイロ(3)と、 前記撓み管(1)の内部に設置され、前記点Oにおける
前記X軸と前記Y軸とを基準として前記点Oより予め定
められた距離離隔した前記管路(2)上の点AのX軸座
標を測定するX軸偏位計(4)とY軸座標を測定するY
軸偏位計(5)と、 前記管路(2)と地表面との交点と前記点Oとの距離を
前記管路(2)に沿って測定する距離計(6)と、 前記ジャイロ(3)と前記X軸偏位計(4)と前記Y軸
偏位計(5)と前記距離計(6)とのそれぞれの出力信
号より前記管路(2)を演算する管路演算手段(7)
と、 前記ジャイロ(3)と前記X軸偏位計(4)と前記Y軸
偏位計(5)とを前記Z軸回りに回転駆動し、前記ジャ
イロ(3)が地球に対しZ軸回りの回転がないようにす
る駆動手段(8)とを有することを特徴とする管路測定
装置。
1. A Z-axis that is installed inside a flexible pipe (1) that digs in the ground and is parallel to the pipe (2) at a point O on the pipe (2) of the flexible pipe (1). And a gyro (3) that outputs directions in a total of three directions, i.e., two directions, an X axis and a Y axis, which are orthogonal to each other and orthogonal to the direction, and a gyro (3) installed inside the flexible tube (1), An X-axis displacement meter (4) for measuring the X-axis coordinates of a point A on the pipeline (2) at a predetermined distance from the point O with reference to the X axis and the Y axis at the point O; And Y to measure Y axis coordinates
An axial displacement meter (5); a distance meter (6) for measuring the distance between the intersection of the pipe (2) and the ground surface and the point O along the pipe (2); and the gyro ( 3) a pipeline calculating means for calculating the pipeline (2) from output signals of the X-axis deflectometer (4), the Y-axis deflectometer (5) and the distance meter (6). 7)
The gyro (3), the X-axis eccentricity meter (4), and the Y-axis eccentricity meter (5) are rotated around the Z-axis, and the gyro (3) is rotated around the Z-axis with respect to the earth. And a driving means (8) for preventing rotation of the pipe.
【請求項2】 前記駆動手段(8)は、前記ジャイロ
(3)のX軸およびY軸の方位を出力する信号が一定に
なるように負帰還制御する負帰還演算手段(81)を有
することを特徴とする請求項1記載の管路測定装置。
2. The driving means (8) includes negative feedback calculating means (81) for performing negative feedback control so that signals for outputting the azimuths of the gyro (3) in the X axis and the Y axis become constant. The pipeline measuring device according to claim 1, wherein:
【請求項3】 前記駆動手段(8)は、前記撓み管
(1)の回転を検出する撓み管回転検出手段(82)の
信号を受けて前記撓み管(1)の回転と逆方向に前記ジ
ャイロ(3)を回転させる逆回転指令手段(83)を有
することを特徴とする請求項1記載の管路測定装置。
3. The driving means (8) receives a signal from a flexible pipe rotation detecting means (82) for detecting rotation of the flexible pipe (1), and rotates the flexible pipe (1) in a direction opposite to the rotation of the flexible pipe (1). 2. The pipeline measuring device according to claim 1, further comprising a reverse rotation commanding means for rotating the gyro.
【請求項4】 地中を堀進する撓み管(1)の内部に設
置され、該撓み管(1)の管路(2)上の点Oにおいて
前記管路(2)と平行するZ軸の方向と、該方向と直交
し互いに直交するX軸とY軸との2方向との計3方向の
方位を出力するジャイロ(3)と、 前記撓み管(1)の内部に設置され、前記点Oにおける
前記X軸と前記Y軸とを基準として前記点Oより予め定
められた距離離隔した前記管路(2)上の点AのX軸座
標を測定するX軸偏位計(4)とY軸座標を測定するY
軸偏位計(5)と、 前記管路(2)と地表面との交点と前記点Oとの距離を
前記管路(2)に沿って測定する距離計(6)と、 前記X軸偏位計(4)と前記Y軸偏位計(5)と前記距
離計(6)とのそれぞれの出力信号と、前記撓み管
(1)が予め定められた期間静止している期間内におい
て予め定められた時間後に出力される前記ジャイロ
(3)の出力信号とより前記管路(2)を演算する休止
時管路演算手段(9)とを有することを特徴とする管路
測定装置。
4. A Z-axis which is installed inside a flexible pipe (1) which digs in the ground and is parallel to said pipe (2) at a point O on a pipe (2) of the flexible pipe (1). And a gyro (3) that outputs directions in a total of three directions, i.e., two directions, an X axis and a Y axis, which are orthogonal to each other and orthogonal to the direction, and a gyro (3) installed inside the flexible tube (1), An X-axis displacement meter (4) for measuring the X-axis coordinates of a point A on the pipeline (2) at a predetermined distance from the point O with reference to the X axis and the Y axis at the point O; And Y to measure Y axis coordinates
An axial displacement meter (5); a distance meter (6) for measuring a distance between the intersection of the pipe (2) and the ground surface and the point O along the pipe (2); The respective output signals of the displacement meter (4), the Y-axis displacement meter (5), and the distance meter (6), and within a period in which the flexible tube (1) is stationary for a predetermined period. A pipeline measuring device, comprising: a pipeline calculating means (9) for calculating the pipeline (2) from an output signal of the gyro (3) output after a predetermined time and a pipeline (2).
JP26384896A 1996-09-13 1996-09-13 Pipeline measuring device Pending JPH1088969A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26384896A JPH1088969A (en) 1996-09-13 1996-09-13 Pipeline measuring device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26384896A JPH1088969A (en) 1996-09-13 1996-09-13 Pipeline measuring device

Publications (1)

Publication Number Publication Date
JPH1088969A true JPH1088969A (en) 1998-04-07

Family

ID=17395074

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26384896A Pending JPH1088969A (en) 1996-09-13 1996-09-13 Pipeline measuring device

Country Status (1)

Country Link
JP (1) JPH1088969A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004183375A (en) * 2002-12-05 2004-07-02 Raito Kogyo Co Ltd Drilling position detecting method and drilling device used for the same
JP2006337308A (en) * 2005-06-06 2006-12-14 Tamagawa Seiki Co Ltd Direction detector for shaft drilling machine and direction detection method during pit drilling
JP2007171043A (en) * 2005-12-22 2007-07-05 Tamagawa Seiki Co Ltd Azimuth detecting device for shaft excavator and azimuth detecting method using the same when excavating shaft

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004183375A (en) * 2002-12-05 2004-07-02 Raito Kogyo Co Ltd Drilling position detecting method and drilling device used for the same
JP2006337308A (en) * 2005-06-06 2006-12-14 Tamagawa Seiki Co Ltd Direction detector for shaft drilling machine and direction detection method during pit drilling
JP2007171043A (en) * 2005-12-22 2007-07-05 Tamagawa Seiki Co Ltd Azimuth detecting device for shaft excavator and azimuth detecting method using the same when excavating shaft

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