Nothing Special   »   [go: up one dir, main page]

JPS63142213A - Apparatus for measuring horizontal displacement of underground drilling machine - Google Patents

Apparatus for measuring horizontal displacement of underground drilling machine

Info

Publication number
JPS63142213A
JPS63142213A JP28958286A JP28958286A JPS63142213A JP S63142213 A JPS63142213 A JP S63142213A JP 28958286 A JP28958286 A JP 28958286A JP 28958286 A JP28958286 A JP 28958286A JP S63142213 A JPS63142213 A JP S63142213A
Authority
JP
Japan
Prior art keywords
horizontal displacement
drilling machine
underground
measuring systems
line
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
JP28958286A
Other languages
Japanese (ja)
Inventor
Tatsuo Mimura
三村 龍夫
Hideji Arakawa
秀治 荒川
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.)
Komatsu Ltd
Original Assignee
Komatsu 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 Komatsu Ltd filed Critical Komatsu Ltd
Priority to JP28958286A priority Critical patent/JPS63142213A/en
Publication of JPS63142213A publication Critical patent/JPS63142213A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE:To simply and continuously measure the horizontal displacement of an underground drilling machine, by arranging a pair of measuring systems each measuring the horizontal displacement of the underground drilling machine so as to hold the obstruction present on the surface of the ground in a drilling direction therebetween. CONSTITUTION:A pair of measuring systems, which measure the horizontal displacement of an underground drilling machine 1 with respect to a drilling execution projected line 12 by the magnetic induction action between the loop-shaped signal wires 9a, 9b laid along the projection line 12 and the pillot head 2 provided to the leading end of the underground drilling machine 1, are arranged so as to hold the obstruction 10, for example, the rail present on the surface of the ground in a drilling direction therebetween. The measuring systems are connected by a radio circuit and the horizontal displacement of the drilling machine 1 along the projection line 12 containing the presence action of the obstruction 10 is measured by the cooperation of the measuring systems. By this constitution, the measuring systems measure the induced voltage generated by the magnetic induction action between the signal wires 9a, 9b and the head 2 and the horizontal displacement of the defense range of each system is measured on the basis of said voltage and, when the drilling machine 1 is positioned under the obstruction 10 on the surface of the ground, the horizontal displacement of the drilling machine is measured by the measuring systems cooperated by information transmission due to the radio circuit.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、地中掘削機の水平変位を計測する水平変位計
測装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a horizontal displacement measuring device for measuring horizontal displacement of an underground excavator.

(従来の技術) 水M管、ガス管、あるいは電力2通信ケーブルを地中に
敷設する場合、小口径のパイロット孔があけられるが、
この際に地中掘削機が施行計画線に沿って左右に水平変
位することなく進んでいるか否かを計測する装置として
例えば特公昭58−11030号に示されているものが
ある。これは、地中の駐削機本体の先端に磁界発生素子
を常に鉛直方向に向くように取付け、この磁界発生素子
から地表面に向けて交番磁界を発生させ、この交番磁界
を地上の移動台車上の同一円周面に取付けた磁気検出素
子で検出し、同一の受信レベルが得られる方向へ移動台
車を動かすことにより、地中掘削機本体の先端が位置す
る真上の地表点を検出し、その地表点と施行計画線との
比較によって左右の水平変位をWIHするようにしたも
のである。
(Prior art) When laying water M pipes, gas pipes, or electric power 2 communication cables underground, small diameter pilot holes are drilled.
At this time, there is a device disclosed in Japanese Patent Publication No. 11030/1983, which measures whether the underground excavator is moving along the planned construction line without horizontally displacing left or right. This is done by attaching a magnetic field generating element to the tip of the underground parking machine so that it always faces vertically, and generating an alternating magnetic field from this magnetic field generating element toward the ground surface. The ground point directly above where the tip of the underground excavator body is located is detected by detecting it with a magnetic detection element attached to the same circumferential surface above and moving the mobile cart in the direction where the same reception level is obtained. , the left and right horizontal displacement is determined by comparing the ground surface point with the planned construction line.

(発明が解決しようとする問題点) ところが、上述した従来の装置は移動台車を動かして地
中掘削機の水平変位を計測するものであるため、時間が
かかると同時に、少くとも移動台車を動かす係員と磁気
検出素子の受信レベルを監視する係員とを必要とし、面
倒であるという問題がある。また、連続的に水平変位を
計測できないという問題がある。さらに、掘削方向の地
表面に路面電車のレール等の障害物がある場合には計測
不能となる問題がある。
(Problem to be Solved by the Invention) However, since the above-mentioned conventional device measures the horizontal displacement of the underground excavator by moving the movable trolley, it is time consuming and requires at least the time required to move the movable trolley. There is a problem in that it requires a staff member and a staff member to monitor the reception level of the magnetic detection element, which is troublesome. Another problem is that horizontal displacement cannot be measured continuously. Furthermore, if there are obstacles such as tram rails on the ground surface in the excavation direction, there is a problem that measurement becomes impossible.

本発明の目的は、地表面に障害物がある場合でも簡単に
、しかも連続的に地中掘削はの水平変位を計測すること
ができる地中掘削機の水平計1111装置を提供するこ
とにある。
An object of the present invention is to provide a level meter 1111 device for an underground excavator that can easily and continuously measure the horizontal displacement of an underground excavator even when there are obstacles on the ground surface. .

(問題点を解決するための手段) 本発明は、掘削施行計画線に沿って敷設したループ状信
号線と地中掘削機の先端に設けた磁気結合素子との間の
磁気誘導作用によって施行計画線に対する地中掘削機の
水平変位を計測する計測系を、掘削方向の地表面に存在
する障害物を挟んで1対配置し、かつ各計測系は無線回
線で接続して各計測系の協動によって障害物の存在区間
を含む掘削施行計画線に沿う地中掘削はの水平変位を計
測するように構成したものである。
(Means for Solving the Problems) The present invention utilizes a magnetic induction effect between a loop-shaped signal line laid along an excavation execution planning line and a magnetic coupling element provided at the tip of an underground excavator. A pair of measurement systems that measure the horizontal displacement of the underground excavator with respect to the line are placed across an obstacle on the ground surface in the excavation direction, and each measurement system is connected via a wireless line to ensure cooperation between each measurement system. The system is configured to measure the horizontal displacement of underground excavation along the excavation execution plan line including the section where obstacles exist due to movement.

(作用) 各計測系は、ループ状信号線と地中屈削別先端の磁気結
合素子との間の磁気誘導作用によって生じる誘起電圧を
計測し、その誘起電圧によって8系の守備範囲の水平変
位を計測し、また掘削機が地表面の障害物の下方に位置
している場合は無線回線による情報伝達によって協働し
て水平変位を計測する。
(Function) Each measurement system measures the induced voltage generated by the magnetic induction effect between the loop-shaped signal line and the magnetic coupling element at the tip of the underground bending, and the induced voltage causes the horizontal displacement of the coverage area of the 8 systems. If the excavator is located below an obstacle on the ground surface, the excavator will work together to measure horizontal displacement by transmitting information via a wireless link.

(実施例) 第1図は本光明を適用した地中掘削システムの一実施例
を示すシステム構成図であり、地中掘削機1の先端のパ
イロットヘッド2の近傍には、磁気検出素子3がカルダ
ン枠4によって常に鉛直方向を向くように支持されてい
る。磁気検出素子3は掘削機1の内部に挿入されたケー
ブル5を介して第1の操作1!6a内の処理装置に接続
され、地表面からの交番磁界を検出するように構成され
ている。ここで、掘削機1は発進坑7に挿入された推進
ジヤツキ8によって施行計画線の一端から他端に向う方
向に推進される。そして、掘削機1の掘削方向に向う地
表面上には所定の佃削施行線に沿ってループ状の信号線
9aが敷設され、この信号線9aに対して操作盤6a内
の交番電流源から交番電流を印加することにより、その
交番電流によって生じた磁界と磁気検出素子3との間に
磁気誘導作用を生じさせ、それによって生じた誘起電圧
によってループ状信号a9aの下方の地中における掘削
411の水平変位を計測するように構成されている。
(Example) FIG. 1 is a system configuration diagram showing an example of an underground excavation system to which the present invention is applied. A magnetic detection element 3 is installed near a pilot head 2 at the tip of an underground excavator 1. It is supported by a cardan frame 4 so as to always face vertically. The magnetic detection element 3 is connected to a processing device in the first operation 1!6a via a cable 5 inserted into the excavator 1, and is configured to detect an alternating magnetic field from the ground surface. Here, the excavator 1 is propelled by a propulsion jack 8 inserted into the starting shaft 7 in a direction from one end of the planned execution line to the other end. A loop-shaped signal line 9a is laid along a predetermined cutting line on the ground surface facing the excavation direction of the excavator 1, and an alternating current source in the operation panel 6a is connected to the signal line 9a. By applying an alternating current, a magnetic induction effect is generated between the magnetic field generated by the alternating current and the magnetic detection element 3, and the induced voltage generated thereby causes excavation 411 in the underground below the loop signal a9a. is configured to measure the horizontal displacement of.

一方、掘削方向の地表面には障害物としてのレール10
が存在するが、このレール10を挟んで信号a9aの前
方の到達坑11との間には別のループ状信号線9bS佃
削施行線に沿って敷設されている。そして、この信Pt
 a 9 bは第2の操作盤6b内の交番電P、源に接
続され、地中に向けて発生した交番磁界と掘削R1の先
端の磁気検出素子3との間の磁気誘導作用によって信P
ia9bの下方の地中における掘削tF11の水平変位
を操作盤6b内の処理装置によって検出させるように構
成されている。
On the other hand, there are rails 10 as obstacles on the ground surface in the excavation direction.
However, another loop-shaped signal line 9bS is laid along the Tsukuda execution line between the rail 10 and the reaching shaft 11 in front of the signal a9a. And this belief Pt
a 9 b are connected to the alternating current power source P in the second operation panel 6b, and a signal P is generated by the magnetic induction effect between the alternating magnetic field generated underground and the magnetic detection element 3 at the tip of the excavation R1.
The horizontal displacement of the excavation tF11 underground below the ia9b is configured to be detected by a processing device within the operation panel 6b.

第2図は信号線9a、9bを地表面から見た平面図であ
り、信’ia 9 a 、 9 bは障害物としてのレ
ール10を挟んで対向配置され、かつ破線または実線で
示すように施行計画線12に沿った長方向あるいは亀甲
形のループ形状となっている。
FIG. 2 is a plan view of the signal lines 9a and 9b seen from the ground surface. It has a long direction along the execution plan line 12 or a hexagonal loop shape.

第3図は、操作IJII6aおよび6bの内部構成の一
例を示すブロック図であり、各操作盤とも発振器600
と電力増幅器601とから成り、信号線9a、9bに対
して交番電流を印加する交流電流源60と、操作盤相互
間において計測結果等の信号を送受するための送受信器
61とを備えている。
FIG. 3 is a block diagram showing an example of the internal configuration of the operation IJII 6a and 6b, and each operation panel has an oscillator 600.
and a power amplifier 601, and includes an alternating current source 60 that applies an alternating current to the signal lines 9a and 9b, and a transmitter/receiver 61 for transmitting and receiving signals such as measurement results between the operation panels. .

ここで、磁気検出素子3は、掘削方向とそれに直交する
方向に配置された2つの検出素子3a。
Here, the magnetic detection elements 3 include two detection elements 3a arranged in the excavation direction and a direction perpendicular to the excavation direction.

3bとから構成されている。そして、発進坑側の操作盤
6aには、これら磁気検出素子3a、3bに生じた誘起
電圧を増幅するプリアンプ62,63と、これらプリア
ンプ62.63の出力電圧を比較し、磁気検出素子3が
惰行%J−7,@12に対して左右のいずれの方向に変
位しているか判別する比較器64と、その比較結果の信
号によって表示器66に設けられた「左変位」および「
右変位」の表示灯を点灯させる点灯回路65とが設けら
れている。
3b. The operation panel 6a on the starting shaft side has preamplifiers 62 and 63 that amplify the induced voltage generated in these magnetic sensing elements 3a and 3b, and the output voltages of these preamplifiers 62 and 63 are compared. A comparator 64 determines whether the displacement is in the left or right direction with respect to coasting % J-7, @12, and a signal of the comparison result is used to display "left displacement" and "left displacement" on the display 66.
A lighting circuit 65 for lighting an indicator light indicating "rightward displacement" is provided.

以上の構成において、掘削tO!1が信号IP39aの
下方の地中で掘削機作業を行っている場合には、操作盤
6aの交流電流源60から信号線9aに対して交番電流
が印加される。すると、信号線9aから地中に向う方向
の交番磁界が生じ、その交番磁界と磁気検出素子3a、
3bとの間で磁気誘導作用が発生する。
In the above configuration, drilling tO! 1 is working with an excavator underground below the signal IP39a, an alternating current is applied from the alternating current source 60 of the operation panel 6a to the signal line 9a. Then, an alternating magnetic field is generated in the direction underground from the signal line 9a, and the alternating magnetic field and the magnetic detection element 3a,
3b, a magnetic induction effect occurs.

比較器64は、磁気検出素子3a、3bに生じた誘起電
圧を比較し、掘削In1の先端の水平変位を判別し、施
行計画線12に対して左側に変位している場合には表示
器66の「左変位」の表示灯を点灯させ、逆に右側に変
位している場合には「右変位」の表示灯を点灯させる。
The comparator 64 compares the induced voltages generated in the magnetic detection elements 3a and 3b, determines the horizontal displacement of the tip of the excavation In1, and displays the indicator 66 if the tip of the excavation In1 is displaced to the left with respect to the execution plan line 12. The "leftward displacement" indicator light is turned on, and if the vehicle is displaced to the right, the "rightward displacement" indicator light is turned on.

さらに、施行計画線12の真下に存在する場合は、両方
の表示灯を点灯(または潤灯)させる。
Furthermore, if the indicator exists directly below the execution plan line 12, both indicator lights are turned on (or are turned on).

その後、掘削機1がレール10の下方まで到達すると、
磁気検出素子3に対する信号線9aからの交番磁界が弱
まってくるが、その強度が一定値以下に達したならば、
操作盤6aの送受信機61から操作Webの送受信16
1に対して交番電流源60をオンさせる信号が送信され
、信号a9bに対して交番電流が印加される。これと同
時に信号線9aに対する交番電流の印加は停止され、比
較器64はその後は信号線9bからの交番磁界によって
磁気検出素子3に生じた誘起電圧により水位変位を判別
し、表示器66の表示灯を表示させる。
After that, when the excavator 1 reaches below the rail 10,
The alternating magnetic field from the signal line 9a to the magnetic detection element 3 weakens, but once its strength reaches a certain value or less,
Transmission/reception 16 of the operation web from the transceiver 61 of the operation panel 6a
A signal for turning on the alternating current source 60 is transmitted for signal a9b, and an alternating current is applied for signal a9b. At the same time, the application of the alternating current to the signal line 9a is stopped, and the comparator 64 then determines the water level displacement based on the induced voltage generated in the magnetic detection element 3 by the alternating magnetic field from the signal line 9b, and displays the result on the indicator 66. Display the light.

以上のようにして地表上に障害が存在する場合であって
も掘削別の水平変位を連続的に計測することができる。
As described above, even if there are obstacles on the ground surface, horizontal displacement for each excavation can be continuously measured.

ところで、第1図の実施例はループ状の信号線から交番
磁界を発生し、地中掘削機先端の磁気検出素子で検出す
る構成であるが、これらの関係を逆にしてもよい。
By the way, although the embodiment shown in FIG. 1 has a configuration in which an alternating magnetic field is generated from a loop-shaped signal line and detected by a magnetic detection element at the tip of an underground excavator, these relationships may be reversed.

第4図はこの場合の電気回路の一実施例を示すブロック
図であって、掘削機1の先端には磁界発生素子15が設
けられ、操作盤6aの交流電流源60から交番電流が印
加されることによって交番磁界が地表面に向って発生さ
れるようになっている。一方、操作盤6a、6bの信号
処理回路16には、第5図の平面図に示すように、施行
計画線12に沿って線対称の1対のループ状信号線17
a、17bおよび18a、18bが接続され、磁界発生
素子15からの交番磁界によって信号Fi17aと17
b(あるいは18aと18b)とに生じる誘起電圧との
差によって左右の水平変位を計測し、その結果によって
「左変位」または「右変位」の表示灯を表示させるよう
に構成されている。
FIG. 4 is a block diagram showing one embodiment of the electric circuit in this case, in which a magnetic field generating element 15 is provided at the tip of the excavator 1, and an alternating current is applied from an alternating current source 60 on the operation panel 6a. As a result, an alternating magnetic field is generated toward the earth's surface. On the other hand, as shown in the plan view of FIG.
a, 17b and 18a, 18b are connected, and signals Fi17a and 17 are generated by the alternating magnetic field from the magnetic field generating element 15.
The left and right horizontal displacements are measured based on the difference between the induced voltages generated between the two electrodes 18a and 18b, and an indicator light indicating "leftward displacement" or "rightward displacement" is displayed based on the result.

なお、この構成においても、障害物の下方の区間は信号
117a、17bと信号PJ18a、18bとの協動に
よって水平変位が計測される。
In addition, also in this configuration, the horizontal displacement in the section below the obstacle is measured by the cooperation of the signals 117a and 17b and the signals PJ18a and 18b.

(発明の効果) ゛ 以上説明したように本発明によれば、掘削施行計画線に
沿って平行に配置したループ状信号線と地中掘削機先端
に設けた磁界発生素子または磁気検出素子との間の誘導
作用を利用して掘削機の左右の水平変位を計測するよう
にし、かつこのような計測系を地表の障害物を挟んで1
対設けたため、地表−面に路面電車のレール等の障害物
が存在する場合であっても、掘削機の水平変位を簡単に
しかも皇統的に計測することができる。また、ループ状
信号線は地表面に密着するように敷設し、かつその上を
保護カバーで覆うようにすれば、交通Qの多い路面でも
交通遮断を行うことなく水平を計測することができる。
(Effects of the Invention) As explained above, according to the present invention, the loop-shaped signal line arranged in parallel along the excavation execution plan line and the magnetic field generation element or magnetic detection element provided at the tip of the underground excavator can be connected. The left and right horizontal displacement of the excavator is measured by using the induction effect between the
By providing a pair, the horizontal displacement of the excavator can be easily and systematically measured even when there are obstacles such as tram rails on the ground surface. Furthermore, by laying the loop signal line in close contact with the ground surface and covering it with a protective cover, it is possible to measure the level even on a road surface with a lot of traffic Q without blocking traffic.

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

第1図は本発明を適用した地中掘削システムの一実施例
を示すブロック図、第2図は第1図のループ状信号線を
地表面から見た平面図、第3図は第1図の操作盤内の構
成を示すブロック図、第4図は本発明の他の実施例を示
す電気回路のブロック図、第5図は第4図のループ状信
号線を地表面から見た平面図である。 1・・・地中掘削機、2・・・パイロットヘッド、3・
・・磁気検出素子、6a、6b・・・操作盤、7・・・
発進坑、8・・・推進ジtツキ、9a、9b、17a、
17b。 18a、18b・・・ループ状の信@線、10・・・レ
ール、12・・・施行計画線、15・・・磁界発生素子
、60・・・交番電流源、16・・・信号処理回路、6
1・・・送受信機、64・・・比較器、65・・・点灯
回路、66・・・表示器。 第1図 第2図 6′b 第3図 1つ 第4図 第5図
Fig. 1 is a block diagram showing an embodiment of an underground excavation system to which the present invention is applied, Fig. 2 is a plan view of the loop-shaped signal line shown in Fig. 1 viewed from the ground surface, and Fig. 3 is the same as Fig. 1. 4 is a block diagram of an electric circuit showing another embodiment of the present invention, and FIG. 5 is a plan view of the loop-shaped signal line shown in FIG. 4 viewed from the ground surface. It is. 1... Underground excavator, 2... Pilot head, 3.
...Magnetic detection element, 6a, 6b...Operation panel, 7...
Starting shaft, 8... Propulsion jack, 9a, 9b, 17a,
17b. 18a, 18b...Loop-shaped signal @ line, 10...Rail, 12...Execution plan line, 15...Magnetic field generating element, 60...Alternating current source, 16...Signal processing circuit ,6
DESCRIPTION OF SYMBOLS 1...Transmitter/receiver, 64...Comparator, 65...Lighting circuit, 66...Display device. Figure 1 Figure 2 6'b Figure 3 One Figure 4 Figure 5

Claims (1)

【特許請求の範囲】[Claims] 地中掘削機の地中における水平変位を計測する装置であ
つて、掘削施行計画線に沿つて敷設したループ状信号線
と地中掘削機の先端に設けた磁気結合素子との間の磁気
誘導作用によって施行計画線に対する地中掘削機の水平
変位を計測する計測系を、掘削方向の地表面に存在する
障害物を挟んで1対配置し、かつ各計測系は無線回線で
接続して各計測系の協働によって障害物の存在区間を含
む掘削施行計画線に沿う地中掘削機の水平変位を計測す
るように構成されて成る地中掘削機の水平変位計測装置
A device for measuring the horizontal displacement of an underground excavator underground, which uses magnetic induction between a loop-shaped signal line laid along the planned excavation line and a magnetic coupling element installed at the tip of the underground excavator. A pair of measurement systems that measure the horizontal displacement of an underground excavator with respect to the planned construction line are placed across an obstacle on the ground surface in the excavation direction, and each measurement system is connected via a wireless line. A horizontal displacement measuring device for an underground excavator, which is configured to measure the horizontal displacement of the underground excavator along an excavation execution plan line including a section where an obstacle exists through cooperation of a measurement system.
JP28958286A 1986-12-04 1986-12-04 Apparatus for measuring horizontal displacement of underground drilling machine Pending JPS63142213A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28958286A JPS63142213A (en) 1986-12-04 1986-12-04 Apparatus for measuring horizontal displacement of underground drilling machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28958286A JPS63142213A (en) 1986-12-04 1986-12-04 Apparatus for measuring horizontal displacement of underground drilling machine

Publications (1)

Publication Number Publication Date
JPS63142213A true JPS63142213A (en) 1988-06-14

Family

ID=17745098

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28958286A Pending JPS63142213A (en) 1986-12-04 1986-12-04 Apparatus for measuring horizontal displacement of underground drilling machine

Country Status (1)

Country Link
JP (1) JPS63142213A (en)

Similar Documents

Publication Publication Date Title
US6191585B1 (en) Tracking the positional relationship between a boring tool and one or more buried lines using a composite magnetic signal
US5914602A (en) System including an arrangement for tracking the positional relationship between a boring tool and one or more buried lines and method
JPH0772472B2 (en) Horizontal deviation measuring device for underground excavator
JPH10143780A (en) Monitoring method for job performed under transmission line
JPS63142213A (en) Apparatus for measuring horizontal displacement of underground drilling machine
JP2823396B2 (en) Excavator automatic search equipment
US5107938A (en) Apparatus for detecting position of underground excavator
JPH0335114A (en) Position measuring device for underground digging machine
JPS62132111A (en) Apparatus for measureing horizontal displacement of underground excavator
JPS63265110A (en) Horizontal displacement measuring apparatus of underground excavator
JPH0754254B2 (en) Horizontal displacement measuring device for underground excavator
JPH03288300A (en) Alarming device
JPH03175393A (en) Obstacle detection apparatus for civil engineering excavating/propulsive machine
JP2786238B2 (en) Excavator horizontal position measurement device
JP2875784B2 (en) Underground propulsion device position detection method
JP2020079617A (en) Laid object approach detection device
JPH03251788A (en) Apparatus for measuring position of shield excavator
JPS625118A (en) Position detector of excavating machine
JPS62132112A (en) Method and apparatus for measuring horizontal displacement of underground excavator
JPS62168013A (en) Position measuring instrument for underground excavator
JPH08146146A (en) Position detecting method
JP2001091235A (en) Relative azimuth detecting method and device for underground conduit
KR20020070399A (en) Warning Tape of Perception Underground Utilities
JPH03257286A (en) Position measuring device for shield excavator
JPH11294070A (en) Electromagnetic induction surveying method