JPH03251788A - Apparatus for measuring position of shield excavator - Google Patents

Apparatus for measuring position of shield excavator

Info

Publication number
JPH03251788A
JPH03251788A JP9047187A JP4718790A JPH03251788A JP H03251788 A JPH03251788 A JP H03251788A JP 9047187 A JP9047187 A JP 9047187A JP 4718790 A JP4718790 A JP 4718790A JP H03251788 A JPH03251788 A JP H03251788A
Authority
JP
Japan
Prior art keywords
excavator
shield
magnetic field
pit
pipe
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
JP9047187A
Other languages
Japanese (ja)
Inventor
Yoshihisa Yamamoto
善久 山本
Norio Mitani
典夫 三谷
Toyoichi Nanbu
豊一 南部
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 JP9047187A priority Critical patent/JPH03251788A/en
Publication of JPH03251788A publication Critical patent/JPH03251788A/en
Pending legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)
  • Geophysics And Detection Of Objects (AREA)
  • Position Fixing By Use Of Radio Waves (AREA)

Abstract

PURPOSE:To accurately measure the position of an excavator from a pit by propelling a pilot pipe toward the shield excavator from the pit and receiving the magnetic field emitted from the transmission coil in the pipe by the sensor in the excavator. CONSTITUTION:A non-magnetic pilot pipe 4 such as a stainless steel pipe is propelled to a shield excavator excavating the ground from a pit 2 and an AC power supply 7 is applied to the transmission coil 6 in the pipe 4 to generate a magnetic field. When this magnetic field is received by two receiving sensors 8 in the excavator 1, electromotive force becoming large as approaching the transmission coil 6 is generated. This electromotive force is sent to the measuring apparatus main body on the side of the pit and the relative distance in the axial direction from the transmission coil 6 to the excavator is calculated to measure the position of the excavator 1 in the left-and-right direction. In this case, there is no accumulation of a measuring error as compared with a case measuring a position visually or by laser beam and a position can be measured even in the basement of a building.

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は地中を掘進するシールド掘進機の位置を立坑
より計測するシールド掘進機の位置計測装置に関する。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a position measuring device for a shield excavator that measures the position of a shield excavator digging underground from a shaft.

(従来の技術) 従来地中にトンネルを掘削したり、地中へ埋設管を埋設
する場合、シールド掘進機がよく使用されるが、シール
ド掘進機により地中を掘削する場合、シールド掘進機が
計画線に沿って精度よく掘進しているかを計測する必要
がある。
(Conventional technology) Conventionally, when excavating tunnels underground or burying underground pipes, shield excavators are often used. It is necessary to measure whether excavation is being carried out accurately along the planned line.

従来ではこの計測をシールド掘進機の後方に設置した計
測装置を使用して、目視やレーザ光などを利用して光学
的に計測したり、地上からシールド掘進機に向けてポー
リングを行うことによりシールド掘進機の位置を確認し
ていた。
Conventionally, this measurement has been done using a measuring device installed behind the shield tunneling machine, and measuring visually or optically using laser light, or by polling the shield tunneling machine from the ground. I was checking the location of the excavator.

(発明が解決しようとする課題) しかし前者のシールド掘進機の後方より目視や光学的に
計測する方法では長距離を掘進する場合、計測する毎に
生じた誤差が累積されるため、測定精度が低い不具合が
ある。
(Problem to be solved by the invention) However, with the former method of visually or optically measuring from the rear of the shield excavator, when excavating a long distance, the measurement accuracy is poor because the errors that occur each time are accumulated. There is a low defect.

また後者のポーリングによりシールド掘進機の位置を確
認する方法では、地上に建築構造物があったり、大深度
の場合位置の計測が困難であるなどの不具合があった。
In addition, the latter method of confirming the position of the shield tunneling machine by polling had problems such as difficulty in measuring the position if there were architectural structures on the ground or at great depths.

この発明は上記従来の不具合を改善する目的でなされた
もので、立坑よりシールド掘進機の位置が容易に計測で
きるようにしたシールド掘道線の位置計測装置を提供し
ようとするものである。
This invention was made to improve the above-mentioned conventional problems, and it is an object of the present invention to provide a shield tunnel line position measuring device that allows the position of a shield tunnel machine to be easily measured from a shaft.

(課題を解決するための手段及び作用)この発明は上記
目的を達成するために、地中を掘進するシールド掘進機
へ向けて立坑よりパイロット管を推進させ、かつ該パイ
ロット管内に設けた送信コイルより磁界を発生させて、
この磁界をシールド掘進機内に複数個所設けた受信セン
サにより検出することにより、シールド掘進機の位置を
計測するようにしたもので、立坑内よりシールド掘進機
の位置が計測できるため、地上に建築構造物があっても
、大深度の掘削であってもシールド掘進機の位置が正確
に計測できるようになる。
(Means and Effects for Solving the Problems) In order to achieve the above object, the present invention propels a pilot pipe from a shaft toward a shield excavator that excavates underground, and a transmitting coil provided in the pilot pipe. Generate more magnetic field,
By detecting this magnetic field with receiving sensors installed in multiple locations inside the shield tunneling machine, the position of the shield tunneling machine can be measured. Even if objects are present, the position of the shield excavator can be accurately measured even when excavating at great depths.

(実施例) この発明の一実施例を図面を参照して詳述する。(Example) An embodiment of the present invention will be described in detail with reference to the drawings.

図において1は図示しない発進立坑より到達立坑2へ向
けて地中を掘進するシールド掘進機で、先端部にカンタ
ヘッド3を有しており、このカンタヘッド3で掘削され
た土砂は、シールド掘進機1内へ取込まれた後1図示し
ない土砂搬送装置によりシールド掘進機の後方へ搬出さ
れる。
In the figure, 1 is a shield excavator that excavates underground from a starting shaft (not shown) toward a destination shaft 2, and has a canter head 3 at the tip. After being taken into the machine 1, it is carried out to the rear of the shield excavator by an earth and sand conveying device (not shown).

また4は先端にパイロットヘッド5が装着されたパイロ
ット管で、ステンレス管のような非磁性管よりなり、シ
ールド掘進IIIが掘進する計画線に平行するよう推進
されていると共にパイロット管4内に送信コイル6が配
線されている。
Further, 4 is a pilot tube with a pilot head 5 attached to its tip, which is made of a non-magnetic tube such as a stainless steel tube, and is propelled parallel to the planned line on which the shield excavation III excavates, and transmits information into the pilot tube 4. A coil 6 is wired.

上記送信コイル6はパイロット管4内に2本配線されて
いて、一端側はパイロット管4内で互に接続されている
と共に、他端側はパイロット管4より到達立坑2内に延
出されていて これら送信コイル6間に交流電源7が印
加されている。
Two transmitter coils 6 are wired inside the pilot pipe 4, one end of which is connected to the other within the pilot pipe 4, and the other end extended from the pilot pipe 4 into the reaching shaft 2. An AC power source 7 is applied between these transmitting coils 6.

またパイロット管4内の送信コイル6は発生される磁界
が互に打ち消されないように一方(第1図中破線側)が
磁気シールドされていて。
Further, one side of the transmitting coil 6 in the pilot tube 4 (the side shown by the broken line in FIG. 1) is magnetically shielded so that the generated magnetic fields do not cancel each other out.

他方の送信コイル6のみから磁界が発生されるようにな
っている。
A magnetic field is generated only from the other transmitting coil 6.

一方シールド掘進機1の内側上部には、左右方向に離間
して2個所に受信センサ8が設けられていて、これら受
信センサ8が上記送信コイル6より発せられる磁界を検
出するようになっている。
On the other hand, on the inside upper part of the shield excavator 1, receiving sensors 8 are provided at two locations spaced apart in the left and right direction, and these receiving sensors 8 detect the magnetic field emitted from the transmitting coil 6. .

そしてこれら受信センサ8により検出された信号は発進
立坑内に設置された図示しない計測装置本体へ送られて
シールド掘進機1の位置が計測されるようになっている
The signals detected by these receiving sensors 8 are sent to a measuring device body (not shown) installed in the starting shaft, so that the position of the shield excavator 1 is measured.

次に作用を説明すると、地中を掘進するシールド掘進機
lの位置を計測するに当って、まず到達立坑2よりシー
ルド掘進機lの上方へ向けてパイロット管4を推進させ
、これらパイロ・2ト管4がシールド掘進機lの近傍に
達したら。
Next, to explain the operation, when measuring the position of the shield tunneling machine l that excavates underground, first the pilot tube 4 is propelled upward from the reaching shaft 2 to the upper part of the shield tunneling machine l, and these pyro・2 When the pipe 4 reaches the vicinity of the shield tunneling machine l.

予めパイロット管4内に配線しておいた送信コイル6に
交流電源7を印加して、送信コイル6より磁界を発生さ
せる。
An AC power source 7 is applied to a transmitting coil 6 that has been wired in the pilot tube 4 in advance, and a magnetic field is generated from the transmitting coil 6.

そしてこの磁界をシールド掘進機1内に設けられた2個
所の受信センサ8で受信するもので。
This magnetic field is then received by two receiving sensors 8 provided within the shield tunneling machine 1.

受信センサ8は送信コイル6に近いほど大きな起電力を
発生する。
The closer the receiving sensor 8 is to the transmitting coil 6, the greater the electromotive force it generates.

各受信センサ8に誘起された起電力は、検出信号として
発進立坑側に設置された計測装置本体へと送られて起電
力が比較され、送信コイル6からシールド掘進機1まで
の軸方向の相対距離が算出されるもので、シールド掘進
機1の左右方向の位置計測が行えるようになる。
The electromotive force induced in each receiving sensor 8 is sent as a detection signal to the main body of the measuring device installed on the starting shaft side, and the electromotive force is compared. The distance is calculated, and the position of the shield tunneling machine 1 in the left and right direction can be measured.

なお上記実施例はシールド掘進機1の左右方向の位置計
測であるが、シールド掘進機1内に上下方向に離間して
受信センサ8を設置して。
Although the above embodiment measures the position of the shield tunneling machine 1 in the horizontal direction, the receiving sensors 8 are installed within the shield tunneling machine 1 spaced apart in the vertical direction.

シールド掘進機lの左右方向に推進させたパイロット管
4内の送信コイル6を検出することにより、シールド掘
進機1の上下方向の位置検出も可能である。
By detecting the transmitting coil 6 in the pilot tube 4 propelled in the horizontal direction of the shield tunneling machine 1, it is also possible to detect the position of the shield tunneling machine 1 in the vertical direction.

(発明の効果) この発明は以上詳述したように地中を掘進するシールド
掘進機へ向けて立坑よりパイロット管を推進させ、これ
らパイロット管内に設けた送信コイルより磁界を発生さ
せると共に、これら送信コイルより発せられる磁界をシ
ールド掘進機に設けた複数個所受信センサにより受信す
ることにより、掘進中のシールド掘進機の位置が立坑内
より正確に計測できるようにしたもので、従来の坑内よ
り目視やレーザ光などを使用して光学的に計測するのに
比べて長距離の掘削に際しても計測誤差が累積されるこ
とがない。
(Effects of the Invention) As detailed above, this invention propels pilot pipes from a shaft toward a shield tunneling machine that excavates underground, generates magnetic fields from transmitting coils installed in these pilot pipes, and transmits these By receiving the magnetic field emitted by the coil with multiple receiving sensors installed on the shield machine, the position of the shield machine during excavation can be measured accurately from inside the shaft, making it easier to visually observe and measure the position of the machine while it is digging. Compared to optical measurements using laser light, etc., measurement errors do not accumulate even when excavating long distances.

これによって精度の高い計測が可能になると共に、立坑
内より計測するため地上に建築構造物があったり、大深
度の掘削であってもシールド掘進機の位置の計測が可能
である。
This makes it possible to measure with high precision, and since measurements are taken from inside a shaft, it is possible to measure the position of the shield machine even when there are building structures on the ground or when excavating at great depths.

また掘進しながら位置の計測が連続的かつリアルタイム
で行えるため、計測結果を掘進造作にフィードバックで
きると共に、計測中も掘進を中止する必要がないため掘
削効率も向上する。
In addition, since the position can be measured continuously and in real time while excavating, the measurement results can be fed back to the excavation structure, and there is no need to stop excavation even during measurement, which improves excavation efficiency.

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

図面はこの発明の一実施例を示し、第1図は横断面図、
第2図は縦断面図、第3図は第2図■−■線に沿う断面
図、第4図は第3図■部分の拡大図である。 1・・・シールド掘進機 4・・・パイロット管 6・・・送信コイル 8・・・受信センサ
The drawings show one embodiment of the invention, and FIG. 1 is a cross-sectional view;
2 is a longitudinal cross-sectional view, FIG. 3 is a cross-sectional view taken along the line ■-■ in FIG. 2, and FIG. 4 is an enlarged view of the portion ■ in FIG. 3. 1... Shield excavator 4... Pilot tube 6... Transmission coil 8... Receiving sensor

Claims (1)

【特許請求の範囲】[Claims] 地中を掘進するシールド掘進機1へ向けて立坑よりパイ
ロット管4を推進させ、かつ該パイロット管4内に設け
た送信コイル6より磁界を発生させて、この磁界をシー
ルド掘進機1内に複数個所設けた受信センサ8により検
出することにより、シールド掘進機の位置を計測するこ
とを特徴とするシールド掘進機の位置計測装置。
A pilot pipe 4 is propelled from a shaft toward the shield excavator 1 that excavates underground, and a magnetic field is generated from a transmitting coil 6 provided in the pilot pipe 4, and this magnetic field is transmitted to multiple locations inside the shield excavator 1. A position measuring device for a shield excavator, characterized in that the position of the shield excavator is measured by detecting the position with a receiving sensor 8 provided at a location.
JP9047187A 1990-03-01 1990-03-01 Apparatus for measuring position of shield excavator Pending JPH03251788A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9047187A JPH03251788A (en) 1990-03-01 1990-03-01 Apparatus for measuring position of shield excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9047187A JPH03251788A (en) 1990-03-01 1990-03-01 Apparatus for measuring position of shield excavator

Publications (1)

Publication Number Publication Date
JPH03251788A true JPH03251788A (en) 1991-11-11

Family

ID=12768102

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9047187A Pending JPH03251788A (en) 1990-03-01 1990-03-01 Apparatus for measuring position of shield excavator

Country Status (1)

Country Link
JP (1) JPH03251788A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108104798A (en) * 2017-03-10 2018-06-01 苏州弘开传感科技有限公司 A kind of tunnel position indicator and its application method based on magnetic principles

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108104798A (en) * 2017-03-10 2018-06-01 苏州弘开传感科技有限公司 A kind of tunnel position indicator and its application method based on magnetic principles
CN108104798B (en) * 2017-03-10 2021-09-21 苏州弘开传感科技有限公司 Tunnel positioning instrument based on magnetic field principle and using method thereof

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