JPH0531727B2 - - Google Patents

Info

Publication number
JPH0531727B2
JPH0531727B2 JP59251512A JP25151284A JPH0531727B2 JP H0531727 B2 JPH0531727 B2 JP H0531727B2 JP 59251512 A JP59251512 A JP 59251512A JP 25151284 A JP25151284 A JP 25151284A JP H0531727 B2 JPH0531727 B2 JP H0531727B2
Authority
JP
Japan
Prior art keywords
pipe
measuring
central axis
conduit
measuring device
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.)
Expired - Lifetime
Application number
JP59251512A
Other languages
Japanese (ja)
Other versions
JPS61130814A (en
Inventor
Hideto Abe
Shuichi Tanaka
Shosaku Mochizuki
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.)
Tokyo Electric Power Co Holdings Inc
Original Assignee
Tokyo Electric Power Co Inc
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 Tokyo Electric Power Co Inc filed Critical Tokyo Electric Power Co Inc
Priority to JP59251512A priority Critical patent/JPS61130814A/en
Publication of JPS61130814A publication Critical patent/JPS61130814A/en
Publication of JPH0531727B2 publication Critical patent/JPH0531727B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 (産業上の利用分野) この発明は埋設管又は地上に設置された管路の
位置を、この管路内に入れた測定管内にジヤイロ
を乗せた計測装置を走らせて管路の位置を測定す
る測定法に関するものである。
[Detailed Description of the Invention] (Field of Industrial Application) This invention measures the position of a buried pipe or a pipe installed above ground by running a measuring device equipped with a gyroscope in a measuring pipe inserted into the pipe. This invention relates to a measurement method for measuring the position of a pipeline.

(従来の技術) 従来シールド管路やケーブル保蔵用管路の位置
の計測には実開昭52−54648号公報の如く、水平
方向と垂直方向との傾斜角度の測定が可能なジヤ
イロスコープを内蔵した角度測定器を埋設管路内
を移動させて、この角度測定器により各地点で埋
設管の傾斜角度を測り、埋設管の管路の位置や屈
曲状態などを測定する方法がある。
(Prior art) Conventionally, to measure the position of shielded conduits and cable storage conduits, a gyroscope that can measure the angle of inclination in the horizontal and vertical directions has been used, as disclosed in Japanese Utility Model Application Publication No. 52-54648. There is a method in which a built-in angle measuring device is moved within the buried pipe and the angle of inclination of the buried pipe is measured at each point using this angle measuring device to measure the position and bending state of the buried pipe.

(発明が解決しようとする課題) この測定法では角度測定器を埋設管の管壁に沿
つて案内させるため、埋設管が大径の場合は角度
測定器を埋設管の中心軸線上で走らせることは難
しい。そこで大径の埋設管では測定管を埋設管の
中心軸線上に延設し、この測定管内に角度測定器
を走らせることが考えられる。
(Problem to be solved by the invention) In this measurement method, the angle measuring device is guided along the wall of the buried pipe, so if the buried pipe has a large diameter, the angle measuring device is run on the central axis of the buried pipe. That's difficult. Therefore, for large-diameter buried pipes, it is conceivable to extend a measuring pipe along the central axis of the buried pipe and run an angle measuring device inside this measuring pipe.

しかしながら測定管を管路の中心軸線上に配設
しようとすると、管路に付設してあるケーブルや
排土装置等が障害となる。また測定管の位置を中
心軸に正確に合わせるため測定・取り付けの作業
能率が低い。また作業員が測定管の取り付け作業
可能な管路内径が制限される。たとえば1m以下
の小径管路では測定管を取付けるには作業スペー
ス上困難であり、また3m以上の大径管路では管
路の中心軸線上に測定管を据付るのは極めて困難
である。
However, when attempting to arrange the measurement pipe on the central axis of the pipe, the cables, earth removal devices, etc. attached to the pipe become obstacles. In addition, the work efficiency of measurement and installation is low because the position of the measurement tube is precisely aligned with the central axis. Furthermore, the inner diameter of the pipe that allows a worker to install the measuring pipe is limited. For example, in a small diameter pipe of 1 m or less, it is difficult to install a measuring pipe due to work space, and in a large diameter pipe of 3 m or more, it is extremely difficult to install a measuring pipe on the central axis of the pipe.

そこでこの発明は計測装置を案内する測定管を
極めて容易に配設でき、かつ管路の内壁部に配設
しても管路の中心軸線の軌跡が得られる測定方法
を提供することを目的とするものである。
Therefore, an object of the present invention is to provide a measuring method in which a measuring tube that guides a measuring device can be installed extremely easily, and the locus of the central axis of the pipeline can be obtained even when the measuring tube is installed on the inner wall of the pipeline. It is something to do.

(課題を解決するための手段) この発明は、ジヤイロ及び傾斜計を塔載した計
測装置を管路内を軸方向に移動させ、このジヤイ
ロ及び傾斜計により方位角、傾斜計及び別設した
測長器により得られる計測装置の移動距離を連続
的に検出し、これらの検出データから計測装置の
移動軌跡を求めて管路の位置を測定する方法にお
いて、前記管路の内壁側に、管路の中心軸線と平
行に測定管を延設し、この測定管内に前記計測装
置を遊嵌せしめ、測定管の中心軸線と管路の中心
軸線との間の距離データを測定し、このデータを
演算処理して管路の中心軸線の位置を求めるもの
である。
(Means for Solving the Problems) This invention moves a measuring device equipped with a gyroscope and an inclinometer in the axial direction within a pipe, and uses the gyroscope and inclinometer to measure the azimuth angle, the inclinometer, and a separately installed measuring device. In a method of measuring the position of a conduit by continuously detecting the moving distance of a measuring device obtained by a long instrument and determining the moving trajectory of the measuring device from these detected data, a conduit is placed on the inner wall side of the conduit. A measuring tube is extended parallel to the central axis of the measuring tube, the measuring device is loosely fitted into the measuring tube, distance data between the central axis of the measuring tube and the central axis of the conduit is measured, and this data is calculated. This process determines the position of the central axis of the pipe.

(作 用) 上記計測装置が測定管内を移動することによ
り、測定管の中心軸線の位置を測定できる。そし
てこの測定管の中心軸線と管路の中心軸線とは平
行になつており、かつ予め測定管の中心軸線と管
路の中心軸線との相互の位置関係や距離が分かつ
ているため、このデータで上記測定した測定管の
中心軸線の位置を補正すれば、管路の中心軸線の
位置が求められる。
(Function) By moving the measuring device inside the measuring tube, the position of the central axis of the measuring tube can be measured. Since the central axis of the measuring tube and the central axis of the conduit are parallel, and the mutual positional relationship and distance between the central axis of the measuring tube and the conduit are known in advance, this data By correcting the position of the central axis of the measuring tube measured above, the position of the central axis of the pipe can be determined.

(実施例) 以下この発明の実施例を図について説明する。(Example) Embodiments of the present invention will be described below with reference to the drawings.

第1図及び第2図は掘進中の埋設管にこの発明
を実施した例を示し、地表面1から垂直に掘つた
立坑2の一側から先端に掘進機3をつけて推進管
4を土中に埋設していく。この推進管4の、掘進
機3の近接端から立坑2側端まで、この推進管4
内の中心上部一定位置、即ち内壁側に小径の測定
管5を挿入、固定し、この測定管5内にジヤイロ
6及び傾斜計7を塔戴した台車8を挿入し、この
台車8には駆動モータ9を塔戴して自走できるよ
うにするとともに台車8の一端には信号線を兼ね
たケーブル10の一端を取り付け、このケーブル
10の他端は適宜のローラ11,12及び測長器
13に通してケーブル巻取付機14のドラム14
aに固定する。そしてこのケーブル巻取機14を
接続したコントロールボツクス15において台車
8の駆動モータ9の始動ボタンを押すと、上記ケ
ーブル10を介して台車8の駆動モータ9が駆動
し、台車8は上記測定管5内を走る。この際上記
ケーブル巻取機14のドラム14aからケーブル
10は繰り出され、その繰り出し長を測長器13
で測る。そしてこの測定管5内を走る台車8のジ
ヤイロ6がその場その場の方向を、また傾斜計7
が傾斜度合を夫々検出し、上記測長器13、台車
8又はコントロールボツクス15に設けた加速度
計及び演算器(図示せず)により、その場その場
の位置を連続的に計測していく。この計測はコン
トロールボツクス15内に設けた記録装置に記録
され、必要に応じてコントロールボツクス15に
接続したデイスプレー装置としてのCRT16に
映し出すことができ、またプリンター17で印字
し、図表として取り出すものである。この様にし
て台車8が掘進機3に近接した測定管5端部に至
ると、該箇所に設けた接触子(図示せず)に台車
8の反転用スイツチ21が当り、これにより駆動
モータ9及びケーブル巻取機14のドラム14a
が反転し、ケーブル10が巻取機14に巻き取ら
れつつ台車8は立坑2側端部まで戻る。
Figures 1 and 2 show an example in which the present invention is applied to a buried pipe that is being dug. An excavator 3 is attached to the tip of a vertical shaft 2 dug vertically from the earth's surface 1, and a propulsion pipe 4 is inserted into the ground. I will bury it inside. This propulsion pipe 4 is connected from the end close to the excavator 3 to the end on the shaft 2 side.
A measuring tube 5 with a small diameter is inserted and fixed at a fixed position in the upper center of the inner wall, and a cart 8 equipped with a gyroscope 6 and an inclinometer 7 is inserted into this measuring tube 5. A motor 9 is mounted on the tower so that it can run on its own, and one end of a cable 10 that also serves as a signal line is attached to one end of the cart 8, and the other end of this cable 10 is connected to appropriate rollers 11, 12 and a length measuring device 13. through the drum 14 of the cable winding machine 14.
Fix it to a. When the start button of the drive motor 9 of the trolley 8 is pressed in the control box 15 to which the cable winder 14 is connected, the drive motor 9 of the trolley 8 is driven via the cable 10, and the trolley 8 is moved to the measuring tube 5. Run inside. At this time, the cable 10 is let out from the drum 14a of the cable winding machine 14, and the length of the cable 10 is measured by a length measuring device 13.
Measure with. A gyroscope 6 on a trolley 8 running inside this measuring tube 5 determines the direction of the spot, and an inclinometer 7
detects the degree of inclination, respectively, and continuously measures the position on the spot using an accelerometer and a calculator (not shown) provided in the length measuring device 13, the trolley 8, or the control box 15. This measurement is recorded in a recording device installed in the control box 15, and can be displayed on a CRT 16 as a display device connected to the control box 15 if necessary, and can also be printed out with a printer 17 and taken out as a chart. be. When the cart 8 reaches the end of the measuring tube 5 close to the excavator 3 in this way, the reversing switch 21 of the cart 8 hits a contact (not shown) provided at that location, which causes the drive motor 9 to and the drum 14a of the cable winder 14
is reversed, and while the cable 10 is being wound up by the winding machine 14, the trolley 8 returns to the end on the shaft 2 side.

第3図及び第4図は測定管5内に挿入された、
駆動モータ9、傾斜計7及びジヤイロ6等を塔戴
した台車8を示すもので、台車8の前後両側には
外周が測定管5の内周にほぼあわせて湾曲した車
輪18を設け、これらの車輪18は駆動スプロケ
ツト19を介して駆動モータ9の回転が伝達され
る。またこれらの車輪18に近接して回転フリー
なサイドローラ20が設けられ、また台車8の前
端部には駆動モータ9の反転用スイツチ21が設
けられている。
3 and 4 are inserted into the measuring tube 5,
This figure shows a truck 8 equipped with a drive motor 9, an inclinometer 7, a gyroscope 6, etc. Wheels 18 are provided on both the front and rear sides of the truck 8, the outer circumference of which is curved to approximately match the inner circumference of the measuring tube 5. The rotation of the drive motor 9 is transmitted to the wheels 18 via a drive sprocket 19. Further, side rollers 20 that are free to rotate are provided adjacent to these wheels 18, and a switch 21 for reversing the drive motor 9 is provided at the front end of the truck 8.

この実施例の場合第4図に示す如く台車8は測
定管5の断面径よりやや小さい断面のものとして
いるため、台車8は測定管5内を、測定管5の中
心軸に沿つて走行し、測定管5の内周を蛇行する
ことがない。しかもジヤイロ6及び傾斜計7等の
検出器は測定管5の中心軸位置にほぼ相応せしめ
ているため、これらの中心軸位置で検出すること
となる。従つて推進管4の中心軸と測定管5の中
心軸との間の長さを予め測つておけば上記の演算
器等でこの長さを加え、直に推進管4の中心軸の
位置計測が可能となる。
In this embodiment, as shown in FIG. 4, the cart 8 has a cross section slightly smaller than the cross-sectional diameter of the measuring tube 5, so the cart 8 runs inside the measuring tube 5 along the central axis of the measuring tube 5. , there is no meandering around the inner periphery of the measuring tube 5. Moreover, since the detectors such as the gyroscope 6 and the inclinometer 7 are made to correspond approximately to the central axis position of the measuring tube 5, detection is performed at these central axis positions. Therefore, if you measure the length between the center axis of the propulsion tube 4 and the center axis of the measurement tube 5 in advance, you can add this length using the above calculator, etc., and directly measure the position of the center axis of the propulsion tube 4. becomes possible.

この様にしてこの実施例では掘進機3による推
進管4の埋設において、台車8を測定管5内に走
らせて推進管4の埋設位置状況をCRT14に映
し出し、計画コースに合わせて掘進機3の方向修
正を行いつつ推進管4の先端を目標地点(第2図
のCRT16上のP点)まで到達せしめることが
できる。
In this way, in this embodiment, when the propulsion pipe 4 is buried by the excavator 3, the trolley 8 is run inside the measurement pipe 5, the buried position of the propulsion pipe 4 is projected on the CRT 14, and the excavator 3 is moved according to the planned course. The tip of the propulsion tube 4 can be made to reach the target point (point P on the CRT 16 in FIG. 2) while correcting the direction.

なお上記実施例は掘進中の埋設管において位置
を測定したが、これに限らず既設の埋設管にもこ
の発明の方法を使用でき、さらには地上に設置さ
れた管路にも使用できるものである。
Although the above embodiment measures the position of a buried pipe that is being dug, the method of the present invention is not limited to this, and can be used for existing buried pipes, and can also be used for pipes installed above ground. be.

(発明の効果) 測定管の中心軸線を管路の中心軸線上に正確に
合わせて測定管を設置することは極めて手間のか
かる煩雑な作業となるが、この発明ではその必要
がないため、測定管の取り付けの作業は容易であ
る。またこの発明は管路の内壁の一側に近接して
測定管を設けるため、特に掘進中の管路において
は管路内に付設してあるケーブルや排土装置等の
邪魔にならず、管路内のスペースを有効に使用で
きる。
(Effects of the Invention) Installing the measuring tube while accurately aligning the central axis of the measuring tube with the central axis of the conduit is an extremely time-consuming and complicated task, but with this invention, this is not necessary. The work of installing the pipe is easy. In addition, since the measurement pipe is installed close to one side of the inner wall of the pipeline, the measurement pipe is not obstructed by the cables or earth removal equipment attached to the pipeline, especially when the pipeline is being excavated. The space on the road can be used effectively.

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

第1図はこの発明に使用する装置の概略図、第
2図はこの発明の方法により埋設管の位置を
CRTに映し出した状態を示す概略図、第3図は
この発明に使用する、測定管路内の台車の側面
図、第4図は第3図のA−A線拡大断面図であ
る。 なお図中、1は地表面、2は立坑、3は掘進
機、4は推進管、5は測定管、6はジヤイロ、7
は傾斜計、8は台車、9は駆動モータ、10はケ
ーブル、13は測長器、14はケーブル巻取機、
15はコントロールボツクス、16はCRT、1
7はプリンターある。
Figure 1 is a schematic diagram of the device used in this invention, and Figure 2 shows the location of buried pipes by the method of this invention.
FIG. 3 is a side view of a cart in a measurement conduit used in the present invention, and FIG. 4 is an enlarged sectional view taken along the line A--A in FIG. 3. In the figure, 1 is the ground surface, 2 is the shaft, 3 is the excavator, 4 is the propulsion pipe, 5 is the measurement pipe, 6 is the gyroscope, and 7
is an inclinometer, 8 is a trolley, 9 is a drive motor, 10 is a cable, 13 is a length measuring device, 14 is a cable winder,
15 is the control box, 16 is the CRT, 1
7 has a printer.

Claims (1)

【特許請求の範囲】[Claims] 1 ジヤイロ及び傾斜計を塔載した計測装置を管
路内を軸方向に移動させ、このジヤイロ及び傾斜
計により方位角、傾斜角及び別設した測長器によ
り得られる計測装置の移動距離を連続的に検出
し、これらの検出データから計測装置の移動軌跡
を求めて管路の位置を測定する方法において、前
記管路の内壁側に、管路の中心軸線と平行に測定
管を延設し、この測定管内に前記計測装置を遊嵌
せしめ、測定管の中心軸線と管路の中心軸線との
間の距離データを測定し、このデータを演算処理
して管路の中心軸線の位置を求めることを特徴と
した管路の位置測定方法。
1 A measuring device equipped with a gyroscope and an inclinometer is moved in the axial direction within the pipe, and the gyroscope and inclinometer continuously measure the azimuth and inclination angle, and the distance traveled by the measuring device obtained by a separately installed length measuring device. In the method of measuring the position of a conduit by detecting the position of the conduit and determining the movement trajectory of the measuring device from these detected data, a measuring pipe is installed on the inner wall side of the conduit in parallel with the central axis of the conduit. , the measuring device is loosely fitted into this measuring pipe, the distance data between the central axis of the measuring pipe and the central axis of the conduit is measured, and this data is processed to determine the position of the central axis of the conduit. A method for measuring the position of a conduit.
JP59251512A 1984-11-30 1984-11-30 Automatic position measurement by self-propelling gyrocar method Granted JPS61130814A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59251512A JPS61130814A (en) 1984-11-30 1984-11-30 Automatic position measurement by self-propelling gyrocar method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59251512A JPS61130814A (en) 1984-11-30 1984-11-30 Automatic position measurement by self-propelling gyrocar method

Publications (2)

Publication Number Publication Date
JPS61130814A JPS61130814A (en) 1986-06-18
JPH0531727B2 true JPH0531727B2 (en) 1993-05-13

Family

ID=17223913

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59251512A Granted JPS61130814A (en) 1984-11-30 1984-11-30 Automatic position measurement by self-propelling gyrocar method

Country Status (1)

Country Link
JP (1) JPS61130814A (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0255116U (en) * 1988-10-14 1990-04-20
JPH03285111A (en) * 1990-03-30 1991-12-16 Agency Of Ind Science & Technol Position measuring apparatus
JP2005139820A (en) * 2003-11-10 2005-06-02 Tekken Constr Co Ltd Pipe laying construction method and gyroscope
JP5271746B2 (en) * 2009-02-20 2013-08-21 真柄建設株式会社 Surveying equipment for propulsion method

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5883211A (en) * 1981-11-13 1983-05-19 Kubota Ltd Method and device for measuring position of buried pipeline
JPS59180422A (en) * 1983-03-31 1984-10-13 Caterpillar Mitsubishi Ltd Running-locus analyzing system

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5254648U (en) * 1975-10-16 1977-04-20

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5883211A (en) * 1981-11-13 1983-05-19 Kubota Ltd Method and device for measuring position of buried pipeline
JPS59180422A (en) * 1983-03-31 1984-10-13 Caterpillar Mitsubishi Ltd Running-locus analyzing system

Also Published As

Publication number Publication date
JPS61130814A (en) 1986-06-18

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