JPH0545920B2 - - Google Patents

Info

Publication number
JPH0545920B2
JPH0545920B2 JP60221825A JP22182585A JPH0545920B2 JP H0545920 B2 JPH0545920 B2 JP H0545920B2 JP 60221825 A JP60221825 A JP 60221825A JP 22182585 A JP22182585 A JP 22182585A JP H0545920 B2 JPH0545920 B2 JP H0545920B2
Authority
JP
Japan
Prior art keywords
buried
pole
excavation tool
buried object
excavation
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
JP60221825A
Other languages
Japanese (ja)
Other versions
JPS6281592A (en
Inventor
Takashi Hosaka
Masayuki Watabiki
Shinji Sonoda
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 Ltd
Tokyo Gas Co Ltd
Original Assignee
Hitachi Ltd
Tokyo Gas 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 Ltd, Tokyo Gas Co Ltd filed Critical Hitachi Ltd
Priority to JP60221825A priority Critical patent/JPS6281592A/en
Publication of JPS6281592A publication Critical patent/JPS6281592A/en
Publication of JPH0545920B2 publication Critical patent/JPH0545920B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F9/00Component parts of dredgers or soil-shifting machines, not restricted to one of the kinds covered by groups E02F3/00 - E02F7/00
    • E02F9/24Safety devices, e.g. for preventing overload
    • E02F9/245Safety devices, e.g. for preventing overload for preventing damage to underground objects during excavation, e.g. indicating buried pipes or the like

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Component Parts Of Construction Machinery (AREA)
  • Geophysics And Detection Of Objects (AREA)

Description

【発明の詳細な説明】 〔発明の利用分野〕 本発明は埋設物位置探知方式に係り、特に、埋
設物近傍の掘削時に、埋設物の位置の概略値を探
知し埋設物の掘削具による損傷を防ぐに好適な埋
設物位置探知方式に関する。
[Detailed Description of the Invention] [Field of Application of the Invention] The present invention relates to a method for detecting the position of a buried object, and in particular, detects the approximate position of the buried object during excavation near the buried object, and detects damage caused by digging tools to the buried object. The present invention relates to a buried object position detection method suitable for preventing.

〔発明の背景〕[Background of the invention]

従来の埋設物探知の方式は、例えば特開昭53−
49327号公報に示されている様に、電流回路を形
成させる目的で電流極を土中に挿入し、その電流
の変化を把握する方式のものが検討されて来た。
しかし、乍らこの方式では、 1 塗覆装を有する埋設物、例えば通常の埋設パ
イプラインにおいては、塗覆装を破壊し埋設物
と直接に接触しない限り検知が殆んど不可能。
Conventional methods for detecting buried objects include, for example,
As shown in Japanese Patent No. 49327, a method of inserting current poles into the soil to form a current circuit and detecting changes in the current has been studied.
However, with this method, 1. It is almost impossible to detect buried objects that have a coating, such as ordinary buried pipelines, unless the coating is destroyed and the object comes into direct contact with the buried object.

2 Water rich soilでは、水分の影響が大で有
効な検出感度を得ることはむずかしい。
2 In water rich soil, the influence of moisture is large and it is difficult to obtain effective detection sensitivity.

等の欠点があつた。There were other drawbacks.

また、特公昭34−42号公報に記載されているよ
うに、検出すべき物体により形成される磁路を通
る磁束の強さから、該物体の位置を測定する方法
も知られている。
Furthermore, as described in Japanese Patent Publication No. 34-42, there is also known a method of measuring the position of an object to be detected based on the strength of magnetic flux passing through a magnetic path formed by the object.

しかしながら、この方法では、単一の変化分し
か計測できないため、埋設状態にあるような物体
との距離の変化を見るためには、充分な信頼性が
得られないという欠点があつた。
However, this method has the disadvantage that it is not reliable enough to measure changes in distance to objects that are buried, as only a single change can be measured.

〔発明の目的〕 本発明は上述の点に鑑み成されたもので、その
目的とするところは、塗覆装のある埋設物、及び
電気伝導度の高い土中の埋設物に対しても、塗覆
装、及び埋設物表面を損傷に至らしめることな
く、埋設物の位置を検出出来る埋設物位置探知方
式を提供するにある。
[Object of the Invention] The present invention has been made in view of the above-mentioned points, and its purpose is to prevent buried objects with coatings and objects buried in the soil with high electrical conductivity. To provide a buried object position detection method capable of detecting the position of a buried object without coating or damaging the surface of the buried object.

〔発明の概要〕[Summary of the invention]

前述の如く従来の電流極利用による電流(電気
抵抗)検出の方法は、埋設物の表面に絶縁層があ
る場合、あるいは絶縁層がなくても、埋設物近傍
の土中の水分が多い場合はその効力は殆んどない
ことが判明している。以上の方式に代り有効な方
法がないかとして検討されたものが本方式であ
る。
As mentioned above, the conventional method of detecting current (electrical resistance) using current electrodes is difficult to detect when there is an insulating layer on the surface of the buried object, or even if there is no insulating layer, when there is a lot of moisture in the soil near the buried object. It has been found that it has little effect. This method was studied to see if there was an effective method in place of the above method.

すなわち、このため、本発明では、地中に埋設
されている埋設物の近傍に挿入される挿入極と、
地中を掘削する掘削具と、これら挿入極と掘削具
を連結する磁路と電路の少なくとも一方を形成す
る構成物と、この構成物の途中に設けられている
電源及び電流検出器と、前記挿入極と掘削具の地
中側先端部に設置した電磁極と誘電極の少なくと
も一方とを備え、前記挿入極を地中に挿入して前
記掘削具による掘削が進み、前記埋設物の一部分
と挿入極、構成物、それに前記掘削具とにより電
磁気パスを形成させ、前記掘削具が前記埋設物に
接近するにつれて前記磁路を形成する構成物に現
われる磁束変化と、前記電路を形成する構成物に
流れる誘導電流と位相角の変化とを前記電流検出
器により検出して前記埋設物の位置を検知するよ
うにしたものである。
That is, for this reason, in the present invention, an insertion pole inserted near a buried object buried underground;
An excavating tool for excavating underground, a component forming at least one of a magnetic path and an electric path connecting these insertion poles and the excavating tool, a power source and a current detector provided in the middle of this component, An insertion pole and at least one of an electromagnetic pole and a dielectric electrode installed at the tip of the underground side of the excavation tool are provided, and when the insertion pole is inserted into the ground and the excavation with the excavation tool progresses, a part of the buried object is removed. An electromagnetic path is formed by an insertion pole, a structure, and the excavation tool, and as the excavation tool approaches the buried object, a magnetic flux change appears in the structure forming the magnetic path, and a structure forming the electric path. The position of the buried object is detected by detecting the induced current flowing through the buried object and the change in phase angle using the current detector.

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

以下、図面の実施例に基づいて本発明を説明す
る。
The present invention will be described below based on embodiments shown in the drawings.

第1図に本発明の一実施例を示す。 FIG. 1 shows an embodiment of the present invention.

該図において、1は地中に埋設されている埋設
管であり、この埋設管1の表面には塗覆装2が施
されている。3は挿入極であり、磁路構成物4を
介して掘削具5と磁気的に接続されている。磁路
構成物4の途中には電源6、及び電流検出器7が
設けられている。
In the figure, 1 is a buried pipe buried underground, and a coating 2 is applied to the surface of this buried pipe 1. Reference numeral 3 denotes an insertion pole, which is magnetically connected to the excavator 5 via a magnetic path component 4. A power source 6 and a current detector 7 are provided in the middle of the magnetic path structure 4.

上記の構成は、挿入極3と掘削具5自身を磁極
として構成しているものであるが、この方式とは
別に、第2図aに示すごとく、上記掘削具5の地
中側先端部に誘導極13を設けても良いし、第2
図bに示すごとく、掘削具5の地中側先端部に励
磁コイル15を有する電磁極14を設けても良
い。尚、12は地面を掘削する切刃である。
In the above configuration, the insertion pole 3 and the excavation tool 5 themselves are configured as magnetic poles, but apart from this method, as shown in FIG. An induction pole 13 may be provided, or a second
As shown in FIG. b, an electromagnetic pole 14 having an excitation coil 15 may be provided at the tip of the excavator 5 on the underground side. Note that 12 is a cutting blade for excavating the ground.

この場合には、誘電極13、及び電磁極14は
導電線16を介して第1図に点線で示すごとく、
挿入極3と掘削具5を接続する電極間電線8に接
続されている。電極間導電線8の途中には電源
6、及び電流検出器7が設けられている。
In this case, the dielectric electrode 13 and the electromagnetic pole 14 are connected via the conductive wire 16 as shown by the dotted line in FIG.
It is connected to an interelectrode electric wire 8 that connects the insertion pole 3 and the excavation tool 5. A power source 6 and a current detector 7 are provided in the middle of the interelectrode conductive wire 8.

尚、掘削具5の地中先端部に誘電極13を設け
た場合には、挿入極3の地中側先端部にも誘電極
が設けられ、他方、掘削具5の地中側先端部に電
磁極14を設けた場合には、挿入極3の地中側先
端部には電磁極が設けられるものである。
Note that when the dielectric electrode 13 is provided at the underground tip of the excavating tool 5, a dielectric electrode is also provided at the underground tip of the insertion pole 3; When the electromagnetic pole 14 is provided, the electromagnetic pole is provided at the tip of the insertion pole 3 on the underground side.

ここで、埋設管1の平面位置、及び概略深さ
は、埋め込み時の施工図で予め判つているので、
この施工図により挿入極3を埋設管1の概略近傍
に挿入してから掘削具5による掘削を開始する。
Here, since the planar position and approximate depth of the buried pipe 1 are known in advance from the construction drawings at the time of burying,
According to this construction drawing, the insertion pole 3 is inserted approximately in the vicinity of the buried pipe 1, and then excavation with the excavation tool 5 is started.

そして、掘削具5による掘削が進み、埋設管1
の一部分と挿入極3、磁路構成物4、掘削具5、
又は埋設管1の一部分と挿入極3、電極間導電線
8、掘削具5とで電磁気パスを形成させ、挿入極
3と掘削具5が電磁極14で形成されている場合
には磁束の変化を、また、挿入極3と掘削具5が
誘電極13で形成されている場合には誘電電流と
位相角の変化を、それぞれ検出し、埋設管1の位
置を探知するのである。
Then, the excavation with the excavator 5 progresses, and the buried pipe 1
a part of the insertion pole 3, the magnetic path component 4, the excavation tool 5,
Alternatively, if a part of the buried pipe 1, the insertion pole 3, the inter-electrode conductive wire 8, and the excavation tool 5 form an electromagnetic path, and the insertion pole 3 and the excavation tool 5 are formed by the electromagnetic pole 14, the magnetic flux changes. In addition, when the insertion electrode 3 and the excavation tool 5 are formed of a dielectric electrode 13, the position of the buried pipe 1 is detected by detecting changes in the dielectric current and phase angle, respectively.

即ち、第1図に実線で示すように、挿入極3と
掘削具5自身を磁極とした場合には、挿入極3と
磁路構成物4、それに掘削具5を通る磁束9を一
定としたとき、電源6から流れ出して電流検出器
7により検出される電流は、埋設管1に対する掘
削具5の位置の変化に応じて、第3図に励磁電流
(即ち、磁束)21として示すごとく変化する。
これは、第2図bに示した電磁極14を用いた場
合でも同様である。
That is, as shown by the solid line in FIG. 1, when the insertion pole 3 and the excavator 5 themselves are magnetic poles, the magnetic flux 9 passing through the insertion pole 3, the magnetic path component 4, and the excavator 5 is constant. At this time, the current flowing from the power source 6 and detected by the current detector 7 changes as shown as an exciting current (i.e., magnetic flux) 21 in FIG. .
This also applies to the case where the electromagnetic pole 14 shown in FIG. 2b is used.

一方、第2図aに示す誘電極13を設けた場合
には、掘削具5の位置の変化に伴つて、電源6か
ら流れ出す電流と、その位相角(tanδ)は、第3
図に位相角22と、誘導電流23として示したご
とく変化する。
On the other hand, when the dielectric electrode 13 shown in FIG. 2a is provided, the current flowing from the power source 6 and its phase angle (tan δ) are
The phase angle 22 and the induced current 23 change as shown in the figure.

本発明は、以上の電流の変化、又は誘電損失係
数(或いは位相角)の変化を通して埋設物と掘削
具の距離を探知せんとするものである。第1図、
及び第3図の如くh0の位置において、電流、又は
誘電損失係数(又は位相角)を閾値としておけ
ば、これ等の変化を追跡することにより埋設物を
損傷させることなくその距離を推定することが出
来る。この場合磁束、及び誘電特性を利用するの
で埋設物の塗覆装又は水分による検出不能は生じ
ない特徴が出る。
The present invention attempts to detect the distance between a buried object and an excavating tool through the above-described changes in current or changes in dielectric loss coefficient (or phase angle). Figure 1,
If the current or dielectric loss coefficient (or phase angle) is set as a threshold value at the position h 0 as shown in Figure 3, the distance can be estimated without damaging the buried object by tracking these changes. I can do it. In this case, magnetic flux and dielectric properties are used, so there is no possibility of undetectability due to coating of buried objects or moisture.

このように本発明によれば、埋設物の塗覆装の
有無、及び土中の水分の量に抵抗法の如く著しく
影響を受けることなく、埋設物の位置を探知する
ことが可能となり、埋設物近傍の掘削にあたり埋
設物の損傷を防止するシステムの装置として大き
な効果が期待出来る。上記の証明として抵抗法の
問題点と一例として磁束法の特性を示しておく。
As described above, according to the present invention, it is possible to detect the position of a buried object without being significantly affected by the presence or absence of coating of the buried object and the amount of moisture in the soil, unlike the resistance method. It can be expected to have great effects as a system device to prevent damage to buried objects when excavating near objects. To prove the above, we will show the problems of the resistance method and the characteristics of the magnetic flux method as an example.

特開昭53−49327号公報の電流は正確には下記
の如くなる。
The current in Japanese Patent Application Laid-Open No. 53-49327 is exactly as follows.

即ち、 I=I1+I2=E/R5+R1+R0+E/R5+R6′+R0……(1
) これ等の常数は上記と同一である。但し、
R6′は塗覆装の抵抗、及び塗覆装と掘削電極間の
抵抗の和である。この場合一目瞭然の如く、例え
ば塗覆装が存在している場合R0/R6′/R5
R6′0であり I≒I1(I20) ……(2) となり塗覆装が損傷し、R6′がR0,R5と相対的に
近接しない限りI2/I1の値を求めるのは困難であ
る。
That is, I=I 1 +I 2 =E/R 5 +R 1 +R 0 +E/R 5 +R 6 ′+R 0 ……(1
) These constants are the same as above. however,
R 6 ′ is the sum of the resistance of the coating and the resistance between the coating and the drilling electrode. In this case, as is obvious, for example, if there is a coating, R 0 / R 6 ' / R 5 /
R 6 ′0 and I≒I 1 (I 2 0) …(2) Therefore, unless the coating is damaged and R 6 ′ is relatively close to R 0 and R 5 , I 2 /I 1 It is difficult to determine the value.

一方、本発明による磁極の場合 φ・h′=KI I=1/K・φ・h′ ……(3) Iは第1図7の電流、φは同9の磁束、Kは定
数、h′は同埋設管からの等価距離となり、φ即ち d/dtφ=E=const ならh′にほぼ比例して変化することを以つて容易
に検出が可能となるのである。
On the other hand, in the case of the magnetic pole according to the present invention, φ・h'=KI I=1/K・φ・h'...(3) I is the current in Figure 17, φ is the magnetic flux in Figure 19, K is a constant, h ' is the equivalent distance from the buried pipe, and if φ, that is, d/dtφ=E=const, it can be easily detected because it changes approximately in proportion to h'.

〔発明の効果〕〔Effect of the invention〕

以上説明した本発明の埋設物位置探知装置によ
れば、塗覆装のある埋設物、及び電気伝導度の高
い土中の埋設物に対しても、塗覆装、及び埋設物
表面を損傷することなく埋設物の位置を探知でき
るので、非常に有効である。
According to the buried object position detection device of the present invention described above, even for buried objects with coatings and buried objects buried in soil with high electrical conductivity, it is possible to damage the coating and the surface of buried objects. It is very effective because it allows you to detect the location of buried objects without having to worry about it.

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

第1図は本発明の埋設物位置探知方式の一実施
例を示す原理図、第2図a,bは第1図の掘削具
に電磁極を設けた例を示す図、第3図は電磁極の
埋設物からの距離に対する電流、誘導損失係数、
及び位相角を示す特性図である。 1……埋設管、2……塗覆装、3……挿入極、
4……磁路構成物、5……堀削具、6……電源、
7……電流検知器、8……電極間導電線、9……
磁束、10……接続装置、11……地面、12…
…切刃、13……誘電極、14……磁極、15…
…励磁コイル、16……導電線、21……励磁電
流、22……位相角、23……誘電電流。
Figure 1 is a principle diagram showing an embodiment of the buried object position detection method of the present invention, Figures 2a and b are diagrams showing an example in which an electromagnetic pole is provided on the excavation tool of Figure 1, and Figure 3 is an electromagnetic Current, inductive loss coefficient, relative to the distance of the pole from the buried object,
FIG. 3 is a characteristic diagram showing phase angle and phase angle. 1... Buried pipe, 2... Coating, 3... Insertion pole,
4...Magnetic path component, 5...Drilling tool, 6...Power source,
7...Current detector, 8...Inter-electrode conductive wire, 9...
Magnetic flux, 10... Connection device, 11... Ground, 12...
...cutting blade, 13...dielectric electrode, 14...magnetic pole, 15...
... Excitation coil, 16 ... Conductive wire, 21 ... Excitation current, 22 ... Phase angle, 23 ... Dielectric current.

Claims (1)

【特許請求の範囲】[Claims] 1 地中に埋設されている埋設物の近傍に挿入さ
れる挿入極と、地中を掘削する掘削具と、これら
挿入極と掘削具を連結する磁路と電路の少なくと
も一方を形成する構成物と、この構成物の途中に
設けられている電源及び電流検出器と、前記挿入
極と掘削具の地中側先端部に設置した電磁極と誘
電極の少なくとも一方とを備え、前記挿入極を地
中に挿入して前記掘削具による掘削が進み、前記
埋設物の一部分と挿入極、構成物、それに前記掘
削具とにより電磁気パスを形成させ、前記掘削具
が前記埋設物に接近するにつれて前記磁路を形成
する構成物に現われる磁束変化と、前記電路を形
成する構成物に流れる誘導電流と位相角の変化と
を前記電流検出器により検出して前記埋設物の位
置を検知することを特徴とする埋設物位置探知方
式。
1. An insertion pole that is inserted near a buried object buried underground, an excavation tool that excavates underground, and a component that forms at least one of a magnetic path and an electric path that connect these insertion poles and the excavation tool. and a power source and a current detector provided in the middle of the structure, and at least one of an electromagnetic pole and a dielectric electrode installed at the tip of the insertion pole and the underground side of the excavation tool, After being inserted into the ground, excavation by the excavation tool progresses, and a part of the buried object, the insertion pole, the structure, and the excavation tool form an electromagnetic path, and as the excavation tool approaches the buried object, the The position of the buried object is detected by detecting changes in magnetic flux appearing in a component forming a magnetic path, changes in an induced current flowing in a component forming an electric path, and a phase angle using the current detector. A method for detecting the location of buried objects.
JP60221825A 1985-10-07 1985-10-07 System for detecting position of embedded article Granted JPS6281592A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60221825A JPS6281592A (en) 1985-10-07 1985-10-07 System for detecting position of embedded article

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60221825A JPS6281592A (en) 1985-10-07 1985-10-07 System for detecting position of embedded article

Publications (2)

Publication Number Publication Date
JPS6281592A JPS6281592A (en) 1987-04-15
JPH0545920B2 true JPH0545920B2 (en) 1993-07-12

Family

ID=16772777

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60221825A Granted JPS6281592A (en) 1985-10-07 1985-10-07 System for detecting position of embedded article

Country Status (1)

Country Link
JP (1) JPS6281592A (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5349327A (en) * 1976-10-16 1978-05-04 Osaka Gas Co Ltd Damage prevention of underground pipes

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