JPS625114A - Position detector of excavating machine - Google Patents

Position detector of excavating machine

Info

Publication number
JPS625114A
JPS625114A JP14255185A JP14255185A JPS625114A JP S625114 A JPS625114 A JP S625114A JP 14255185 A JP14255185 A JP 14255185A JP 14255185 A JP14255185 A JP 14255185A JP S625114 A JPS625114 A JP S625114A
Authority
JP
Japan
Prior art keywords
magnetic field
excavator
excavation
excavating
machine
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.)
Granted
Application number
JP14255185A
Other languages
Japanese (ja)
Other versions
JPH0735970B2 (en
Inventor
Kojiro Ogata
緒方 浩二郎
Kiyoshi Nagasawa
潔 長澤
Naoki Mitsuyanagi
直毅 三柳
Takeshi Murayama
健 村山
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.)
Hitachi Construction Machinery Co Ltd
Original Assignee
Hitachi Construction Machinery 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 Hitachi Construction Machinery Co Ltd filed Critical Hitachi Construction Machinery Co Ltd
Priority to JP60142551A priority Critical patent/JPH0735970B2/en
Publication of JPS625114A publication Critical patent/JPS625114A/en
Publication of JPH0735970B2 publication Critical patent/JPH0735970B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PURPOSE:To detect accurately depth position of an excavating from the ground surface, by installing magnetic field detectors in 2 positions on the vertical line on the periphery of the machine and a lead wire along the excavation indicating line respectively. CONSTITUTION:A pair of magnetic field detectors 11 is installed on the vertical line of the periphery of an excavating machine 1 and a lead wire 12 along the both sides of an excavation indicating line T on the ground surface. An electric current is admitted into the lead wire 12 from the source 13, the magnetic field thus formed is detected by the detector 11 and its signal is introduced into a controller 14 for correction of depthwise excavating direction of the machine 1. Thus, continuous detection of position of the excavating machine can be attained rapidly and accurately.

Description

【発明の詳細な説明】 〔発明の利用分野〕 本発明は、掘進機により地中を掘削する場合、掘進機の
地表からの位置(深さ)を検出する掘進機の位置検出装
置に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Application of the Invention] The present invention relates to a position detection device for an excavator that detects the position (depth) of the excavator from the ground surface when the excavator excavates underground.

〔発明の背景〕[Background of the invention]

小口径掘進工法等により、地中に管等を非開削で埋設す
る場合、当該管の先端に配置する掘進機は予め定められ
た掘削目標線に沿って地中を掘削−−−−−−−−−シ
てゆく必要がある。このため、地中における掘進機の位
置を検出し、掘進機が掘削目標線から外れた場合にはこ
れを修正しなければならない。このように、掘進機の位
置を検出することは、地中を掘削して管を埋設する場合
、不可欠の手段である。以下、従来の位置検出手段を図
によシ説明する。
When a pipe, etc. is buried underground without excavation using a small-diameter excavation method, etc., an excavator placed at the tip of the pipe excavates underground along a predetermined excavation target line. ---It is necessary to move forward. For this reason, it is necessary to detect the position of the excavator underground and correct it if the excavator deviates from the excavation target line. In this way, detecting the position of the excavator is an essential means when excavating underground and burying a pipe. Hereinafter, conventional position detection means will be explained with reference to the drawings.

第4図は従来の位置検出装置の断面図である。FIG. 4 is a sectional view of a conventional position detection device.

図で、1−は地中を掘削中の掘進機、2は掘進機1の後
部に設けられる埋設管、3は掘進機1が掘削を開始する
ための発進立坑である。発進立坑3内には、埋設管2の
後部を押す押し装置(図示されていない)が設けられて
いる。4は発進立坑3の適所に設けられたレーザ発振器
である。レーザ発振器4は埋設管2を通って掘進機1に
対してレーザ光5を放射するように構成されている。6
は掘進機1に設けられたスクリーンであり、レーザ発振
器4からのレーザ光5を受光する。Tは掘進機1の掘削
目標線を示す。
In the figure, 1- is an excavator excavating underground, 2 is a buried pipe provided at the rear of the excavator 1, and 3 is a starting shaft for the excavator 1 to start digging. A pushing device (not shown) for pushing the rear part of the buried pipe 2 is provided in the starting shaft 3. 4 is a laser oscillator installed at a proper location in the starting shaft 3. The laser oscillator 4 is configured to emit a laser beam 5 to the excavator 1 through the buried pipe 2. 6
is a screen provided in the excavator 1, which receives the laser beam 5 from the laser oscillator 4. T indicates the excavation target line of the excavator 1.

掘進機1が掘削目標線T上を掘進している場合には、レ
ーザ光5はスクリーン6上の所定の個所において受光さ
れるが、掘進機lが掘削目標線Tから外れると、レーザ
光5も当該所定の個所から外れる。このスクリーン6上
のレーザ光5の偏差によシ掘進機lの掘削目標線Tから
の水平方向および深さ方向のずれを検出し、これにより
掘進機1の軌道の修正が行なわれていた。
When the excavator 1 is excavating on the excavation target line T, the laser beam 5 is received at a predetermined location on the screen 6, but when the excavator l deviates from the excavation target line T, the laser beam 5 It also deviates from the predetermined location. By the deviation of the laser beam 5 on the screen 6, the deviation of the excavator 1 from the excavation target line T in the horizontal direction and the depth direction is detected, and the trajectory of the excavator 1 is thereby corrected.

しかしながら、上記の手段は、掘削目標線Tが曲線の場
合(曲線施工の場合)にはレーザ光5がスクリーン6上
に到達しないので、掘進機1の位置偏差を検出すること
ができないという欠点を有しており、さらに、掘進機1
および埋設管2の径が小径(例えば径が100m程度)
の場合、掘進機1および埋設管2内に配設される種々の
装置によりレーザ光50通路を確保することができなく
なるという欠点をも有していた。このような欠点を除く
ため、次のような手段が提案されている。
However, the above method has the disadvantage that when the excavation target line T is curved (in the case of curved construction), the laser beam 5 does not reach the screen 6, so the position deviation of the excavation machine 1 cannot be detected. In addition, the excavator 1
And the diameter of the buried pipe 2 is small (for example, the diameter is about 100 m)
In this case, there was also a drawback that the passage of the laser beam 50 could not be secured by the various devices installed in the excavator 1 and the buried pipe 2. In order to eliminate such drawbacks, the following measures have been proposed.

第5図は他の従来の位置検出装置の断面図である。図で
、第4図と同一部分には同一符号が付しである。7は掘
進機1に備えられた磁界発生器、8は磁界発生器7で発
生した磁界を検出する磁界検出器、9は磁界検出器8の
地表上の位置を測量する測量器、10は測量器9から磁
界検出器8の位置信号を入力し、これに基づいて掘進機
1の掘進方向を制御する制御部である。
FIG. 5 is a sectional view of another conventional position detection device. In the figure, the same parts as in FIG. 4 are given the same reference numerals. 7 is a magnetic field generator provided in the excavator 1, 8 is a magnetic field detector that detects the magnetic field generated by the magnetic field generator 7, 9 is a survey instrument that measures the position of the magnetic field detector 8 on the ground surface, and 10 is a surveying device. This is a control unit that inputs the position signal of the magnetic field detector 8 from the device 9 and controls the excavation direction of the excavator 1 based on this.

磁界発生器7のN極およびS極が垂直線上にある場合、
地表上においては磁界発生器フの直上点で垂直方向の磁
界強度が最大(又は水平方向の磁界強度が最小)となる
。そこで、地表上において磁界検出器8を移動(走査)
させ、磁界強度が最大(又は最小)となる地点を探索す
れば、その地点が磁界発生器7の直上点となる。そして
、測量器9で磁界検出器8の位置を測量すれば掘進器1
の位置を検出することができる。
When the N and S poles of the magnetic field generator 7 are on a vertical line,
On the earth's surface, the vertical magnetic field strength is maximum (or the horizontal magnetic field strength is minimum) at a point directly above the magnetic field generator. Therefore, the magnetic field detector 8 is moved (scanned) on the earth's surface.
If the point where the magnetic field intensity is maximum (or minimum) is searched, that point will be the point directly above the magnetic field generator 7. Then, if the position of the magnetic field detector 8 is measured by the surveying device 9, the excavator 1
can detect the position of

ところで、小口径掘進工法等により地中に小口径の管を
埋設する場合、他の埋設物等周囲の状況によシ当該管の
埋設深さに厳しい限定を付されるときがある。したがっ
て、このような限定条件を付されている場合、地表から
掘進機1までの深さの管理を正確に実施する必要がある
。しかしながら、上記の位置検出装置では、掘進機1の
深さを正確に検出するのは不可能である。そして、現在
のところ、このような掘進機1の深さ方向における位置
を正確に検出する装置は提案されていない。
By the way, when a small-diameter pipe is buried underground using a small-diameter excavation method or the like, there are cases in which strict limitations are placed on the depth at which the pipe is buried, depending on the surrounding conditions such as other buried objects. Therefore, when such limiting conditions are imposed, it is necessary to accurately manage the depth from the ground surface to the excavator 1. However, with the above position detection device, it is impossible to accurately detect the depth of the excavator 1. At present, no device has been proposed that accurately detects the position of such an excavator 1 in the depth direction.

〔発明の目的〕[Purpose of the invention]

本発明は、このような事情に鑑みてなされたものであシ
、その目的は、地表からの深さ方向における掘進機の位
置を正確に検出することができる掘進機の位置検出装置
を提供するKある。
The present invention has been made in view of the above circumstances, and its purpose is to provide a position detection device for an excavator that can accurately detect the position of an excavator in the depth direction from the ground surface. There is K.

〔発明の概要〕[Summary of the invention]

上記の目的を達成するために1本発明は、掘進機の周部
の地中深さ方向における上下2個所に1組の磁界検出装
置を備え、掘進機の掘削目標線に沿って配置された導線
に電流を供給し、これにより発生する磁界を前記の磁界
検出装置で検出するようにしたことを特徴とする。
In order to achieve the above object, the present invention is provided with a set of magnetic field detection devices at two locations above and below in the direction of underground depth around the circumference of the excavator, and arranged along the excavation target line of the excavator. The present invention is characterized in that a current is supplied to the conducting wire, and the magnetic field generated thereby is detected by the magnetic field detection device.

〔発明の実施例〕[Embodiments of the invention]

以下、本発明を図示の実施例に基づいて説明する。 Hereinafter, the present invention will be explained based on illustrated embodiments.

第1図(a)は本発明の実施例に係る位置検出装置の平
面図、第1図(b)は第1図(a)に示す掘削目標線に
沿う断面図、第1図(C)は第1図(a)の線C−C断
面図である。図で、第4図に示す部分と同一部分には同
一符号が付しである。lla、llbは掘進機lの深さ
方向において上下に設けられて磁界を検出する磁界検出
器である。12は地表上において掘削目標線Tの両側に
沿って敷設された誘導線であ)、掘削目標線Tから一方
側の誘導@12までの祇離と他方側の誘導線12までの
距離とは等しくされる。この誘導線12は一本の連続し
た導線で構成されている。13は誘導線120両端が接
続される電源であり、誘導線12に交流電流を供給する
。14は磁界検出器11a、llbの信号を入力して所
要の演算、制御を行なう制御器である。
FIG. 1(a) is a plan view of a position detection device according to an embodiment of the present invention, FIG. 1(b) is a sectional view along the excavation target line shown in FIG. 1(a), and FIG. 1(C) is a sectional view taken along line CC in FIG. 1(a). In the figure, the same parts as those shown in FIG. 4 are given the same reference numerals. lla and llb are magnetic field detectors that are provided above and below in the depth direction of the excavator 1 to detect magnetic fields. 12 is a guide line laid along both sides of the excavation target line T on the ground surface), and the distance from the excavation target line T to the guide @12 on one side and the distance to the guide line 12 on the other side is be made equal. This guide wire 12 is composed of one continuous conducting wire. A power supply 13 is connected to both ends of the guide wire 120, and supplies alternating current to the guide wire 12. Reference numeral 14 denotes a controller that receives signals from the magnetic field detectors 11a and 11b and performs necessary calculations and controls.

次に11本実施例の動作を第2図に示すシールド掘進機
の位置および第3図に示す磁界強度特性図を参照しなが
ら説明する。電源13から誘導線12に電流が供給され
ると、誘導線12のまわりには磁界が形成され、この磁
界は磁界検出器11a。
Next, the operation of this embodiment will be explained with reference to the position of the shield tunneling machine shown in FIG. 2 and the magnetic field strength characteristic diagram shown in FIG. 3. When a current is supplied from the power source 13 to the guide wire 12, a magnetic field is formed around the guide wire 12, and this magnetic field is detected by the magnetic field detector 11a.

11bにより検出される。ここで、 エ:電源13から誘導線12に供給される電流工。:電
流工の振幅 ω:電流Iの角周波数 Hy: Y軸(後述)方向成分の磁界強度y:誘導線1
2と磁界検出器11a、llbとの間の垂直方向の距離 x:Y軸(後述)方向の距離 W:掘削目標線Tと誘導線12との間の距離とすると、
電流Iおよび磁界強度Hy は次式により表わされる。
11b. Here, E: Electrical current supplied from the power source 13 to the induction wire 12. : Amplitude of electric current ω: Angular frequency of current I Hy: Magnetic field strength y of Y-axis (described later) direction component: Guide wire 1
2 and the magnetic field detectors 11a and llb: distance in the Y-axis (described later) direction W: distance between the excavation target line T and the guide line 12,
The current I and the magnetic field strength Hy are expressed by the following equation.

I=I。sinωt ・・・・・・・・・・・・・・・
・・・・・・・・・・・・・・・・・・・・・(1)第
2図(a)はシールド掘進機1が掘削目標線Tからずれ
た位置にある状態を示す図であり、地表上の誘導線12
.12と直角に交わる線をY軸、掘削目標線Tから垂直
に下した線をY軸にとっである。
I=I. sinωt ・・・・・・・・・・・・・・・
・・・・・・・・・・・・・・・・・・・・・(1) FIG. 2(a) is a diagram showing a state in which the shield excavator 1 is at a position deviated from the excavation target line T. , and the guiding line 12 on the ground surface is
.. 12 is taken as the Y-axis, and a line perpendicularly drawn from the excavation target line T is taken as the Y-axis.

なお、シールド掘進機lの中心Fと各磁界検出器11a
、llb  との間の距離がrで示されている。
In addition, the center F of the shield tunneling machine l and each magnetic field detector 11a
, llb is denoted by r.

又、掘進機1が進むべき掘進軌跡は座標(0,ye)に
おいて紙面に垂直な方向とする。
Furthermore, the excavation locus that the excavator 1 should travel is in the direction perpendicular to the plane of the paper at the coordinates (0, ye).

このように定めた場合、第2図に示す掘進機1は、X軸
方向(水平方向)にδ 、Y軸方向(深さ方向)にδア
だけずれた位置にある。本実施例における磁界検出器1
1a、llb  は上記Y軸方向のずれ(偏差)δアを
検出するものであり、この検出により偏差δアをOとす
る方向に掘進機1を制御することになる。なお、偏差δ
工は他の手段によシ検出されるが、この検出手段は本出
願人により別途出願されているので、その説明は省略す
る。
In this case, the excavator 1 shown in FIG. 2 is at a position shifted by δ in the X-axis direction (horizontal direction) and δa in the Y-axis direction (depth direction). Magnetic field detector 1 in this embodiment
1a and llb are for detecting the deviation (deviation) δa in the Y-axis direction, and by this detection, the excavator 1 is controlled in the direction in which the deviation δa becomes O. In addition, the deviation δ
The detection means is detected by other means, but since this detection means has been separately filed by the present applicant, its explanation will be omitted.

さて、第2図に示す掘進機lの位置は、X=δX・・・
・・・・・・・・・・・・・・・・・・・・・・・・・
・・・・・・・・・・・(3)y = 7*+δy・・
・・・・・・・・・・川・・・・・・・・・・・・・・
・・・・(41であるから、前記(2)式は次のように
なる。
Now, the position of the excavator l shown in Fig. 2 is X=δX...
・・・・・・・・・・・・・・・・・・・・・・・・
・・・・・・・・・・・・(3) y = 7*+δy・・
··········river··············
...(41), so the above equation (2) becomes as follows.

・・・・・・・・・(5) ここで、実際の条件について考えると、δ <W、  
&y<7@  ・・・・・・・・・・・・・・・・・・
・・・・・・(6)となる。上記各式において、値7j
 、 W −δ工、δアの実際の数値は、y、 = 2
00α、 W=100va、δ工=151δy =15
 am程度である。
・・・・・・・・・(5) Now, considering the actual conditions, δ < W,
&y<7@ ・・・・・・・・・・・・・・・・・・
......(6). In each of the above formulas, the value 7j
The actual values of , W - δ, and δ are y, = 2
00 α, W = 100 va, δ engineering = 151 δy = 15
It is about am.

そして、これらの数値を用いると())式においてとな
シ、これらの値が1に比べて充分に小さいと考えて無視
すると、精度はや\低下するものの、近似式として次式
を得る。
If these values are used in equation ()), and if these values are considered to be sufficiently smaller than 1 and ignored, the following approximate equation is obtained, although the accuracy is slightly lowered.

第3図は(9)弐に基づく磁界強度特性図であり、横軸
には深さyが、又、縦軸には磁界強度H,がとっである
。図では、掘進目標深さy、付近の磁界強度が示されて
おり、実際の掘進条件付近では、磁界強度HyFi深さ
yに対してほぼ直線的な変化をすることが判る。ここで
、 Hya:磁界検出器11aで検出される磁界強度Hyb
:磁界検出器11bで検出される磁界強度δア :掘進
機1の掘削目標深さy、からのずれ(偏差) とすると、(9)式は次式で表わされる。
FIG. 3 is a magnetic field strength characteristic diagram based on (9) 2, in which the horizontal axis represents the depth y, and the vertical axis represents the magnetic field strength H. In the figure, the target excavation depth y and the magnetic field strength in the vicinity are shown, and it can be seen that near the actual excavation conditions, the magnetic field strength HyFi changes almost linearly with respect to the depth y. Here, Hya: magnetic field strength Hyb detected by the magnetic field detector 11a
: Magnetic field strength δa detected by the magnetic field detector 11b : Deviation (deviation) from the target excavation depth y of the excavator 1. Equation (9) is expressed by the following equation.

H=に+(t−km・δy)・・・・・・・・・・・・
・・・・・・α1掘削目標深さの座標(0,ys)は掘
進機1の中心にあるべきであり、又、磁界検出器11a
、llbは掘進機1の中心から上下に距離rだけ離れた
個所に設けられていることから、各磁界検出器11a。
H=ni+(t-km・δy)・・・・・・・・・・・・
......The coordinates (0, ys) of α1 excavation target depth should be at the center of the excavator 1, and the magnetic field detector 11a
, llb are provided at a distance r vertically from the center of the excavator 1, so each magnetic field detector 11a.

11bで検出される磁界強度Hya、Hyb  はHy
、L=kI(1−に!(δy+r))・・・・・・・・
・・・・・・・・・・aTJHyb=に+ (1−にバ
δyr))・・・・・・・・・・・・・・・・・・(+
2となる。そして、磁界検出器11aから出力される電
気的信号Eyaおよび磁界検出器ilbから出力される
電気的信号Eybはそれぞれの検出した磁界強度に比例
するので、次式が成立する。
The magnetic field strengths Hya and Hyb detected at 11b are Hy
, L=kI (to 1-! (δy+r))...
・・・・・・・・・・aTJHyb=+ (1−nibaδyr))・・・・・・・・・・・・・・・・・・(+
It becomes 2. Since the electrical signal Eya output from the magnetic field detector 11a and the electrical signal Eyb output from the magnetic field detector ilb are proportional to the respective detected magnetic field strengths, the following equation holds true.

gya=lcB−k+ (1、km (δy+r))・
・・・・・・・・・・・(13Eyb=km’に+ (
1k−(δy−r))・・・・・・・・・・・・α4な
お、上記(+3.α々式において、k、は比例定数であ
り、この比例定数kJは各磁界検出器11B、11bの
コイルの巻数をN、コイルの断面積をaとすると、ka
 =N−a・ωとなる。
gya=lcB-k+ (1, km (δy+r))・
・・・・・・・・・・・・(13Eyb=km'+ (
1k-(δy-r))・・・・・・・・・α4In the above equations, k is a proportionality constant, and this proportionality constant kJ is , 11b, the number of turns of the coil is N, and the cross-sectional area of the coil is a, then ka
=N-a・ω.

以上のことから、掘進機1の位置偏差δアはただし、石
 は係数であり、 ya k、舞□ ・・・・・・・・・・・・・・・・・・・・
・・・・・・・ aey、黛+W怠 である。0!9式において、距離rは掘進機はより定ま
る値であり、又、係数に4は深さy6および距離Wが定
められた値であるから一定である。したがって、掘進機
1の位置偏差δアは磁界検出器11a。
From the above, the positional deviation δa of excavator 1 is given by: where stone is a coefficient, yak, mai□ ・・・・・・・・・・・・・・・・・・・・・
・・・・・・・・・ aey, Mayuzumi + W is lazy. In the formula 0!9, the distance r is a more determined value for the excavator, and the coefficient 4 is constant because the depth y6 and the distance W are determined values. Therefore, the positional deviation δa of the excavator 1 is detected by the magnetic field detector 11a.

11bの信号Eya、Eybを検出することにより求め
られることとなる。ここで、(US式において、係数に
、、に、、に、が含まれていないのは注目すべきことで
ある。即ち、これら係数は前記式から明らかなように電
流工や各磁界検出器11a、llbのコイル等の条件に
関係しており、例えば誘導線12に供給される電流に変
動があった場合、<13.fi4)式から判る。ように
信号Eya、Eyb  が変動する。しかし、a!9式
から明らかなようIc、位置偏差ayはこれらの信号E
ya、Eybの比を演算することにより求められるので
あるから、上記の変動はキャンセルされ、結局、各種条
件の変動によっても位置偏差δy Kは誤差が生じない
こととなり、正確な値を得ることができる。
It is determined by detecting the signals Eya and Eyb of 11b. Here, it is noteworthy that the coefficients , , , , are not included in the (US formula).In other words, as is clear from the above formula, these coefficients are It is related to the conditions of the coils 11a and 11b, etc., and for example, if there is a fluctuation in the current supplied to the guide wire 12, it can be seen from the formula <13.fi4). The signals Eya and Eyb fluctuate as follows. But a! As is clear from Equation 9, Ic and positional deviation ay are determined by these signals E
Since it is obtained by calculating the ratio of ya and Eyb, the above fluctuations are canceled, and in the end, no error occurs in the position deviation δyK even due to fluctuations in various conditions, making it impossible to obtain an accurate value. can.

本実施例では、上記のように磁界検出器11a。In this embodiment, the magnetic field detector 11a is used as described above.

11bで得られた信号を用いて深さの位置偏差δアを検
出するものである。即ち、制御器14は磁界検出器11
a、llbの信号Eya、Eybを入力し、これらの値
に基づいて上記傾式の演算を実行し、位置偏差δアを算
出する。そして、算出された値δ、に応じて掘進機1の
掘進方向を修正する制御を行なう。
The signal obtained in step 11b is used to detect the depth position deviation δa. That is, the controller 14 is connected to the magnetic field detector 11
The signals Eya and Eyb of a and llb are input, and based on these values, the calculation of the above-mentioned inclination formula is executed to calculate the positional deviation δa. Then, control is performed to correct the excavation direction of the excavator 1 according to the calculated value δ.

このよ5に、本実施例では、掘削目標線に沿ってその両
側に等間隔を置いて誘導線を敷設し、この誘導線に交流
電流を供給し、誘導線に発生する磁界を、掘進機に深さ
方向上下に2つ備えられた磁界検出器で検出するよ5K
したので、それらの検出値に基づいて、地表からの深さ
方向における掘進機の位置を迅速、かつ、正確に連続し
て検出することができる。
5. In this embodiment, guide wires are laid along the excavation target line at equal intervals on both sides, and alternating current is supplied to the guide wires, so that the magnetic field generated in the guide wires is It is detected by two magnetic field detectors installed above and below in the depth direction.
Therefore, based on these detected values, the position of the excavator in the depth direction from the ground surface can be rapidly and accurately continuously detected.

なお、上記実施例の説明では、誘導線を地表上に敷設す
る例について説明したが、誘導線は地面に埋設してもよ
い。又、両側の誘導線間の間隔が大きい場合や誘導線の
一端を接地して用いる場合には、誘導線を掘削目標線と
一致させて敷設することもできる。さらK、掘削が曲線
掘削であっても適用可能であることは明らかである。
In addition, in the description of the above embodiment, an example in which the guide wire is laid on the ground surface has been described, but the guide wire may be buried in the ground. Furthermore, when the distance between the guide wires on both sides is large or when the guide wires are used with one end grounded, the guide wires can be laid so as to coincide with the excavation target line. Furthermore, it is clear that the present invention is applicable even if the excavation is a curved excavation.

〔発明の効果〕〔Effect of the invention〕

以上述べたよう釦1本発明では、掘進機に上下1組の磁
界検出装置を設け、一方、掘削目標線に沿って導−線を
敷設し、この導線に電流を供給することKより生じる磁
界を前記磁界検出装置で検出するようにしたので、地表
からの深さ方向における掘進機の位置を迅速、かつ、正
確に、連続して検出することができる。
As described above, in the button 1 of the present invention, an excavator is provided with a set of upper and lower magnetic field detection devices, and a conducting wire is laid along the excavation target line, and the magnetic field generated by K is supplied with current to this conducting wire. is detected by the magnetic field detection device, so the position of the excavator in the depth direction from the ground surface can be detected rapidly, accurately, and continuously.

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

第1図(a)、 (b)、 (c)は本発明の実施例に
係る位置検出装置の平面図および断面図、第2図は掘進
機の位置を示す断面図、第3図は磁界強度の特性図、第
4図および第5図は従来の位置検出装置の断面図である
。 1・・・・・・掘進機、lla、llb・・・・・・磁
界検出器、12・・・・・・誘導線、13・・・・・・
を源、14・・・・・・制御器、T・・・・・・掘削目
標線。 第1図 (a) 第2図 第3図 第4図
FIGS. 1(a), (b), and (c) are a plan view and a sectional view of a position detection device according to an embodiment of the present invention, FIG. 2 is a sectional view showing the position of an excavator, and FIG. 3 is a magnetic field The intensity characteristic diagrams, FIGS. 4 and 5, are cross-sectional views of a conventional position detection device. 1...Encavator, lla, llb...Magnetic field detector, 12...Guiding wire, 13...
Source, 14...controller, T...excavation target line. Figure 1 (a) Figure 2 Figure 3 Figure 4

Claims (1)

【特許請求の範囲】[Claims] 地中を掘削する掘進機と、この掘進機の周部の地中深さ
方向における上下2個所に備えられた一組の磁界検出装
置と、前記掘進機の掘削目標線に沿つて配置された導線
と、この導線に電流を供給する電源とを設けたことを特
徴とする掘進機の位置検出装置。
An excavator that excavates underground, a set of magnetic field detection devices provided at two locations above and below the circumference of the excavator in the underground depth direction, and a set of magnetic field detection devices arranged along the excavation target line of the excavator. A position detection device for an excavator, comprising a conductor and a power source that supplies current to the conductor.
JP60142551A 1985-07-01 1985-07-01 Position detection device for excavator Expired - Lifetime JPH0735970B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60142551A JPH0735970B2 (en) 1985-07-01 1985-07-01 Position detection device for excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60142551A JPH0735970B2 (en) 1985-07-01 1985-07-01 Position detection device for excavator

Publications (2)

Publication Number Publication Date
JPS625114A true JPS625114A (en) 1987-01-12
JPH0735970B2 JPH0735970B2 (en) 1995-04-19

Family

ID=15317975

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60142551A Expired - Lifetime JPH0735970B2 (en) 1985-07-01 1985-07-01 Position detection device for excavator

Country Status (1)

Country Link
JP (1) JPH0735970B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1991000497A1 (en) * 1989-06-30 1991-01-10 Kabushiki Kaisha Komatsu Seisakusho Device for measuring position of underground excavator
JPH0326912A (en) * 1989-06-23 1991-02-05 Hitachi Ltd Detecting apparatus of position of digging machine

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5690210A (en) * 1979-12-22 1981-07-22 Nippon Telegr & Teleph Corp <Ntt> Measurement device for position and posture angle of underground boring machine
JPS56145304A (en) * 1980-04-14 1981-11-12 Komatsu Ltd Position detector
JPS57110915A (en) * 1980-12-27 1982-07-10 Nippon Telegr & Teleph Corp <Ntt> Automatic horizontal position detector for underground drilling machine

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5690210A (en) * 1979-12-22 1981-07-22 Nippon Telegr & Teleph Corp <Ntt> Measurement device for position and posture angle of underground boring machine
JPS56145304A (en) * 1980-04-14 1981-11-12 Komatsu Ltd Position detector
JPS57110915A (en) * 1980-12-27 1982-07-10 Nippon Telegr & Teleph Corp <Ntt> Automatic horizontal position detector for underground drilling machine

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0326912A (en) * 1989-06-23 1991-02-05 Hitachi Ltd Detecting apparatus of position of digging machine
WO1991000497A1 (en) * 1989-06-30 1991-01-10 Kabushiki Kaisha Komatsu Seisakusho Device for measuring position of underground excavator
EP0481077A1 (en) * 1989-06-30 1992-04-22 Kabushiki Kaisha Komatsu Seisakusho Device for measuring position of underground excavator
US5208538A (en) * 1989-06-30 1993-05-04 Kabushiki Kaisha Komatsu Seisakusho Apparatus having a pair of magnetic field generating cables for measuring position of an underground excavator
EP0481077B1 (en) * 1989-06-30 1995-04-19 Kabushiki Kaisha Komatsu Seisakusho Device for measuring position of underground excavator

Also Published As

Publication number Publication date
JPH0735970B2 (en) 1995-04-19

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