JPH02187684A - Joint position detecting method - Google Patents

Joint position detecting method

Info

Publication number
JPH02187684A
JPH02187684A JP1007180A JP718089A JPH02187684A JP H02187684 A JPH02187684 A JP H02187684A JP 1007180 A JP1007180 A JP 1007180A JP 718089 A JP718089 A JP 718089A JP H02187684 A JPH02187684 A JP H02187684A
Authority
JP
Japan
Prior art keywords
antenna
metal pipe
underground metal
joint
hole
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
JP1007180A
Other languages
Japanese (ja)
Inventor
Takashi Kikuta
隆 菊田
Ichiro Sugimoto
一郎 杉本
Yoshitaka Hayashi
林 良隆
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.)
Osaka Gas Co Ltd
Original Assignee
Osaka 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 Osaka Gas Co Ltd filed Critical Osaka Gas Co Ltd
Priority to JP1007180A priority Critical patent/JPH02187684A/en
Publication of JPH02187684A publication Critical patent/JPH02187684A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To detect a position of a joint by only executing a simple operation by inserting an antenna into an underground buried metallic tube, radiating a high frequency signal to the underground buried metallic tube from the antenna and propagating it in one direction in the underground buried metallic tube. CONSTITUTION:A pulser 31 generates a pulsative high frequency voltage (a frequency being higher than a cut-off use frequency determined from the pipe diameter of an underground buried metallic tube 22) by a periodical trigger signal from a control circuit 34. This high frequency voltage is applied to an antenna 28 through a directional coupler 32 and a cable 27, radiated into the underground buried metallic tube 22 from the antenna 28 and propagated in one direction in the underground buried metallic tube 22. On the other hand, a reflected wave which passed through the antenna 28 and the cable 27 from joints 22a, 22b of the underground buried metallic tube 22 is inputted to a CRT indicator 33 through the directional coupler 32. Subsequently, by detecting the receiving time of the reflected wave which returns through the antenna from the joint and executing an operation with a velocity of propagation in the underground buried metallic tube of a high frequency signal, a position of the joint can be detected.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、地中に埋設したガス導管等の金属管の継手
(メカニカルジヨイント、ねじ継手等)の位置を非掘削
で検知するための継手位置検知方法に関するものである
[Detailed Description of the Invention] [Field of Industrial Application] This invention is a method for detecting the position of a joint (mechanical joint, threaded joint, etc.) of a metal pipe such as a gas pipeline buried underground without excavation. The present invention relates to a joint position detection method.

〔従来の技術〕[Conventional technology]

地中に埋設した鉄製のガス導管の継手の位置を非掘削で
検出するのに、従来はガス導管内に複数のコイルからな
る磁気センサを挿入し、磁気センサをガス導管中を移動
させながら、磁気センサで継手部分における磁気抵抗の
変化を検出するとともに、磁気センサの接続ケーブルの
引き出し長さの変化を検出するようにしていた。
Conventionally, to detect the position of a joint in a steel gas pipeline buried underground without digging, a magnetic sensor consisting of multiple coils is inserted into the gas pipeline, and the magnetic sensor is moved through the gas pipeline. The magnetic sensor detects changes in magnetic resistance at the joint, and also detects changes in the length of the connecting cable of the magnetic sensor.

従来例を図面を参照してもう少し詳しく説明する。A conventional example will be explained in more detail with reference to the drawings.

磁気センサは、例えば第4図(al、 (blに示すよ
うに、励磁用コイルCLoとこの励磁用コイルCL。
The magnetic sensor includes, for example, an excitation coil CLo and an excitation coil CL, as shown in FIGS.

のガス導管Pの管軸方向の両側に配置した一対の検出用
コイルCL、、CL2とからなり、これらが一体重にガ
ス導管P中を移動することになる。
It consists of a pair of detection coils CL, CL2 arranged on both sides of the gas conduit P in the tube axis direction, and these coils move in the gas conduit P as a unit.

第4図(alのように、励磁用コイルCLoおよび一対
の検出用コイルCL、、CL2よりなる磁気センサがガ
ス導管Pの継手以外の位置にあれば、励磁用コイルCL
oおよび検出用コイルCL、と鎖交する磁気回路MC1
の磁気抵抗と励磁用コイルCLoおよび検出用コイルC
L2と鎖交する磁気回路MC2の磁気抵抗とが同一であ
り、一対の検出用コイJL/CL、、CL2(7)誘起
電圧v、、v2は等しく、例えば一対の検出用コイルC
L、。
If the magnetic sensor consisting of the excitation coil CLo and the pair of detection coils CL, CL2 is located at a position other than the joint of the gas pipe P, as shown in FIG. 4 (al), the excitation coil CL
magnetic circuit MC1 interlinked with o and detection coil CL.
magnetic resistance, excitation coil CLo, and detection coil C
The magnetic resistance of the magnetic circuit MC2 interlinked with L2 is the same, and the pair of detection coils JL/CL, CL2 (7) induced voltages v, , v2 are equal, for example, the pair of detection coils C
L.

CH2の誘起電圧V、;V2の差電圧V2−V。Induced voltage V of CH2; differential voltage V2-V of V2.

は、第5図(a)に示すように、ガス導管P中の磁気セ
ンサの位置にかかわらず0の状態を保持する。
As shown in FIG. 5(a), remains at zero regardless of the position of the magnetic sensor in the gas conduit P.

一方、第4図(blのように、励磁用コイルCL。On the other hand, as shown in FIG. 4 (bl), the excitation coil CL.

および一対の検出用コイルCL、、CL2よりなる磁気
センサがガス導管Pの継手pcの位置にあれば、鉄とガ
スとの透磁率の違いによって、磁気回路MC,の磁気抵
抗と磁気回路MC2の磁気抵抗とが同一ではなくなる。
If a magnetic sensor consisting of a pair of detection coils CL, CL2 is located at the joint pc of the gas pipe P, the magnetic resistance of the magnetic circuit MC and the magnetic circuit MC2 will change due to the difference in magnetic permeability between iron and gas. The magnetic resistance is no longer the same.

すなわち、一対の検出用コイルCL、、CL2の誘起電
圧v、、v2は、継手pcの位置を横切るときに異なる
値となり、例えば一対の検出用コイルCL、、CL2の
誘起電圧v、、v2の差電圧v2−v、は、第5図+a
lに示すように、ガス導管P中の継手pcの位置で、正
負に振れることになる。
That is, the induced voltages v, , v2 of the pair of detection coils CL, CL2 take on different values when crossing the position of the joint pc, and for example, the induced voltages v, , v2 of the pair of detection coils CL, CL2 differ. The differential voltage v2-v is shown in Figure 5 +a
As shown in 1, the position of the joint pc in the gas conduit P swings between positive and negative directions.

第6図は上記磁気センサを用いてガス導管の継手の位置
を検出する継手位置検知装置の構成を示している。
FIG. 6 shows the configuration of a joint position detection device that detects the position of a joint of a gas conduit using the magnetic sensor.

第6図において、1は上記構成の磁気センサ、2はケー
ブル、3はガス導管、3a、3b、3cはガス導管3中
の継手、4はノーブロー治具、5は距離計測器、6ばケ
ーブルドラム、7は距離表示器、8は磁気センサ1の信
号を受ける測定器、9は記録計である。10は大地、1
1は大地10に設けた検査用の穴、12は地表面である
In Fig. 6, 1 is a magnetic sensor having the above configuration, 2 is a cable, 3 is a gas pipe, 3a, 3b, 3c are joints in the gas pipe 3, 4 is a no-blow jig, 5 is a distance measuring device, 6 is a cable 7 is a distance indicator, 8 is a measuring device that receives the signal from the magnetic sensor 1, and 9 is a recorder. 10 is earth, 1
1 is a hole for inspection made in the ground 10, and 12 is the ground surface.

この継手位置検知装置では、ケーブル2の先端に接続し
た磁気センサ1をノーブロー治具4を用いてガス導管3
に挿入する。そして、ケーブル2をケーブルドラム6に
て巻き取りながら、磁気センサ1の出力信号を測定器8
で検出して記録計9に記録するとともに、ケーブル2の
巻き取り長さを距離測定器5で計測して距離表示器7で
表示することにより、ガス導管3の継手3a、3b。
In this joint position detection device, a magnetic sensor 1 connected to the tip of a cable 2 is connected to a gas conduit 3 using a no-blow jig 4.
Insert into. Then, while winding the cable 2 around the cable drum 6, the output signal of the magnetic sensor 1 is measured by the measuring device 8.
The joints 3a, 3b of the gas conduit 3 are detected and recorded on the recorder 9, and the winding length of the cable 2 is measured using the distance measuring device 5 and displayed on the distance display 7.

3cの各位置を検知するようになっている。Each position of 3c is detected.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

上記の従来例では、ガス導管3の継手3a3b、3cの
位置を検知するための継手位置検知装置がおおがかりで
、極めて高価であるという問題がある。また、継手3a
、3b、3cの位置を検知するために、2〜3名の作業
員が必要で人件費も高くつくという問題がある。また、
継手位置の検知のための穴11として、1M程度に大き
く掘削する必要がある。また、継手位置を1個検知する
のに、長時間(4時間程度)を要する。
The conventional example described above has a problem in that the joint position detection device for detecting the positions of the joints 3a3b, 3c of the gas conduit 3 is large-scale and extremely expensive. Also, the joint 3a
, 3b, and 3c, two to three workers are required and the labor cost is high. Also,
It is necessary to excavate a hole 11 as large as about 1M for detecting the joint position. Furthermore, it takes a long time (about 4 hours) to detect the position of one joint.

したがって、この発明の目的は、簡単で安価な装置で継
手位置を検知することができ、検知のための作業員数が
少なくてすみ、検知のために地表面に開ける穴径が小さ
くてよく、短時間で継手位置を検知することができる継
手位置検知方法を提供することである。
Therefore, an object of the present invention is to be able to detect the joint position with a simple and inexpensive device, to reduce the number of workers required for detection, to allow the hole diameter to be drilled in the ground surface for detection to be small, and to be short. It is an object of the present invention to provide a joint position detection method that can detect a joint position based on time.

〔課題を解決するための手段〕[Means to solve the problem]

この発明の継手位置検知方法は、地表面から地中埋設金
属管まで達する穴を穿設するとともに、穴を通して地中
埋設金属管の管壁に貫通孔を穿設し、穴および貫通孔を
通して地中埋設金属管内にアンテナを挿入し、地中埋設
金属管の管径から決まる遮断周波数より高い周波数の高
周波信号をアンテナから地中埋設金属管内へ管軸の一方
向にのみ放射させて地中埋設金属管内を伝搬させ、反射
波を前記アンテナで受信する。そして、反射波の受信時
刻によって地中埋設金属管のアンテナ挿入位置から継手
までの距離を検出する。
The joint position detection method of the present invention involves drilling a hole reaching from the ground surface to the underground metal pipe, drilling a through hole in the pipe wall of the underground metal pipe through the hole, and passing the hole and the through hole through the underground metal pipe. An antenna is inserted into the underground metal pipe, and a high-frequency signal with a frequency higher than the cutoff frequency determined by the pipe diameter of the underground metal pipe is radiated from the antenna into the underground metal pipe only in one direction of the pipe axis. The waves are propagated in a metal tube, and the reflected waves are received by the antenna. Then, the distance from the antenna insertion position of the underground metal pipe to the joint is detected based on the reception time of the reflected wave.

〔作   用〕[For production]

この発明の構成においては、地中埋設金属管の直上の地
表面に設けた穴および地中埋設金属管の管壁に設けた貫
通孔を通して地中埋設金属管内にアンテナが挿入される
In the configuration of this invention, the antenna is inserted into the underground metal pipe through a hole provided in the ground surface directly above the underground metal pipe and a through hole provided in the wall of the underground metal pipe.

そして、この状態で、アンテナから地中埋設金属管の管
径から決まる遮断周波数より高い周波数の高周波信号が
地中埋設金属管内へ管軸の一方向にのみ放射される。こ
の結果、アンテナから放射された高周波信号は、地中埋
設金属管内を管軸の一方向にのめ伝搬することになる。
In this state, a high frequency signal having a frequency higher than a cutoff frequency determined from the pipe diameter of the underground metal pipe is radiated from the antenna into the underground metal pipe only in one direction of the pipe axis. As a result, the high frequency signal radiated from the antenna propagates inside the underground metal pipe in one direction of the pipe axis.

地中埋設金属管中に継手があれば、この継手の部分で地
中埋設金属管の特性インピーダンスが変化し、高周波信
号の反射が生し、高周波信号の一部がアンテナを経由し
て戻るごとになる。
If there is a joint in the underground metal pipe, the characteristic impedance of the underground metal pipe changes at this joint, causing reflection of high-frequency signals, and as some of the high-frequency signals return via the antenna. become.

上記継手からアンテナを経由して戻る反射波の受信時刻
を検出し、高周波信号の地中埋設金属管内の伝搬速度と
の演算を行えば、継手の位置を検知することができる。
The position of the joint can be detected by detecting the reception time of the reflected wave returning from the joint via the antenna and calculating the propagation speed of the high-frequency signal in the underground metal pipe.

この場合、高周波信号はアンテナから地中埋設金属管内
へ管軸の一方向にのみ放射されるので、アンテナの向き
によって継手の方向は判別できる。
In this case, the high frequency signal is radiated from the antenna into the underground metal pipe only in one direction of the pipe axis, so the direction of the joint can be determined based on the orientation of the antenna.

〔実 施 例〕〔Example〕

この発明の一実施例を第1図ないし第3図に基づいて説
明する。この継手位置検知方法では、第1図に示すよう
に、大地21に埋設した鉄製のガス導管などの地中埋設
金属管22の直上の地表面23にて、ポーリングによっ
て直径10cm程度の穴24を穿設する。この穴24は
、地中埋設金属管22の外面にまで到達させる必要があ
る。
An embodiment of the present invention will be described based on FIGS. 1 to 3. In this joint position detection method, as shown in FIG. 1, a hole 24 with a diameter of about 10 cm is created by poling on the ground surface 23 directly above an underground metal pipe 22, such as an iron gas conduit, buried in the ground 21. to drill. This hole 24 needs to reach the outer surface of the underground metal pipe 22.

穴24を設けた後、穴24を通して地中埋設金属管22
の管壁にアンテナ挿入用の貫通孔25を穿設する。
After providing the hole 24, the underground metal pipe 22 is inserted through the hole 24.
A through hole 25 for inserting the antenna is bored in the pipe wall.

穴24および貫通孔25を設けた後、継手位置検知装置
26から引き出したケーブル27の先端に接続したアン
テナ(例えばダイポールアンテナ)28を穴24に通し
、さらに貫通孔25を通して地中埋設金属管22内に挿
入する。上記アンテナ28は、背後に電波吸収帯からな
る遮蔽板(反射板でもよい)29が付設されていて、継
手位置検知装置26からケーブル27を通して伝送され
る高周波信号を一方向にのみ放射するように構成されて
いる。その放射方向は、地中埋設金属管22の管軸の一
方向(上流側または下流側)に設定される。
After providing the hole 24 and the through hole 25, an antenna (for example, a dipole antenna) 28 connected to the tip of the cable 27 pulled out from the joint position detection device 26 is passed through the hole 24, and then passed through the through hole 25 to the underground metal pipe 22. Insert inside. The antenna 28 is provided with a shielding plate (or a reflecting plate) 29 made of a radio wave absorption band on the back so that the high frequency signal transmitted from the joint position detection device 26 through the cable 27 is radiated in only one direction. It is configured. The radial direction is set in one direction (upstream side or downstream side) of the pipe axis of the underground metal pipe 22.

なお、上記の貫通孔25は、ノーブロー治具等を用いて
あけるので、地中埋設金属管22からガスを噴出させる
ことはない。
Note that since the above-mentioned through hole 25 is opened using a no-blow jig or the like, gas will not be ejected from the underground metal pipe 22.

この状態において、継手位置検知装置26から、地中埋
設金属管22の管径によって決まる遮断周波数より高い
周波数の高周波信号(例えばモノパルス等)が一定時間
毎に出力され、この高周波信号がケーブル27を通しア
ンテナ28から地中埋設金属管22内に放射され、地中
埋設金属管22内を矢印A1で示すように一方向に伝搬
することになる。
In this state, the joint position detection device 26 outputs a high frequency signal (for example, monopulse, etc.) with a frequency higher than the cutoff frequency determined by the pipe diameter of the underground metal pipe 22 at regular intervals, and this high frequency signal connects the cable 27. The radiation is radiated from the through antenna 28 into the underground metal pipe 22, and propagates in one direction within the underground metal pipe 22 as shown by arrow A1.

そして、地中埋設金属管22の途中に継手22a。A joint 22a is provided in the middle of the underground metal pipe 22.

22bがあれば、この継手22a、22bの部分で反射
が生じ、高周波信号の一部が矢印A2.A3で示すよう
に反射波としてアンテナ28およびケーブル27を経由
して戻りこの反射波を継手位置検知装置26が受信する
ことになる。継手位置検知装置26では、高周波信号の
放射時刻を基準として、継手22a、22bによる反射
波の受信時刻を検出することになる。
22b, reflection occurs at the joints 22a and 22b, and part of the high frequency signal is reflected by the arrow A2. As shown by A3, the reflected wave returns via the antenna 28 and the cable 27, and the joint position detection device 26 receives this reflected wave. The joint position detection device 26 detects the reception time of the reflected waves by the joints 22a and 22b based on the emission time of the high frequency signal.

地中埋設金属管22の貫通孔25の位置から地中埋設金
属管22の継手22’a、22bの距離LA、LBは、
継手22a、22bによる反射波の受信時刻と地中埋設
金属管22内の高周波信号の伝搬速度■、とから簡単に
求めることができる。
The distances LA and LB from the position of the through hole 25 of the underground metal pipe 22 to the joints 22'a and 22b of the underground metal pipe 22 are as follows:
It can be easily determined from the reception time of the reflected waves by the joints 22a and 22b and the propagation speed (2) of the high frequency signal inside the underground metal pipe 22.

上記において、検出できる継手22a、22bの個数は
、反射波の減衰のため、最大5個程度である。なお、継
手22a、22bの位置を検知するには、継手位置検知
装置26とケーブル27とのインピーダンス整合ならび
にケーブル27とアンテナ28とのインピーダンス整合
を十分にとる必要がある。
In the above, the number of joints 22a and 22b that can be detected is about five at maximum due to attenuation of reflected waves. Note that in order to detect the positions of the joints 22a and 22b, it is necessary to sufficiently match the impedance between the joint position detection device 26 and the cable 27 and between the cable 27 and the antenna 28.

この継手位置検知方法においては、地中埋設金属管22
の直上の地表面23に設けた穴24および地中埋設金属
管22の管壁に設けた貫通孔25を通して地中埋設金属
管22内にアンテナ28が挿入される。この際、ノーブ
ロー治具等を用いているので、地中埋設金属管22から
ガスが噴出することはない。
In this joint position detection method, the underground metal pipe 22
An antenna 28 is inserted into the underground metal pipe 22 through a hole 24 provided in the ground surface 23 directly above the ground and a through hole 25 provided in the pipe wall of the underground metal pipe 22. At this time, since a no-blow jig or the like is used, gas will not blow out from the underground metal pipe 22.

そして、この状態で、アンテナ28から地中埋設金属管
28の管径から決まる遮断周波数より高い周波数の高周
波信号が地中埋設金属管22内へ管軸の一方向(上流側
または下流側)にのみ放射される。この結果、アンテナ
28から放射された高周波信号は、地中埋設金属管22
内を管軸の一方向にのみ伝搬することになる。アンテナ
28の向きを逆にすれば、管軸の他方向に高周波信号を
放射させることができ、管軸の他方向に存在する継手の
位置を検出することができる。
In this state, a high frequency signal with a frequency higher than the cutoff frequency determined by the pipe diameter of the underground metal pipe 28 is transmitted from the antenna 28 into the underground metal pipe 22 in one direction (upstream side or downstream side) of the pipe axis. only radiated. As a result, the high frequency signal radiated from the antenna 28 is transmitted to the underground metal pipe 22.
It will propagate inside the tube only in one direction along the tube axis. By reversing the direction of the antenna 28, a high frequency signal can be radiated in the other direction of the tube axis, and the position of the joint in the other direction of the tube axis can be detected.

地中埋設金属管22中に継手22a、22bがあれば、
この継手22a、22bの部分で地中埋設金属管22の
特性インピーダンスが変化し、高周波信号の反射が生じ
、高周波信号の一部が反射波として、アンテナ28およ
びケーブル27を経由して継手位置検知装置26に戻る
ことになる。
If there are joints 22a and 22b in the underground metal pipe 22,
The characteristic impedance of the underground metal pipe 22 changes at the joints 22a and 22b, and a high-frequency signal is reflected, and a part of the high-frequency signal is used as a reflected wave to detect the joint position via the antenna 28 and cable 27. It will return to device 26.

上記継手22a、22bからアンテナ28を経由して戻
る反射波の受信時刻を検出し、高周波信号の地中埋設金
属管22内の伝1般速度■、との演算を行えば、継手2
2a、22bの位置を検知することができる。この場合
、高周波信号はアンテナ28から地中埋設金属管22内
へ管軸の一方向にのみ放射されるので、アンテナ28の
向きによって継手22a、22bの方向は判別できる。
By detecting the reception time of the reflected waves returning from the joints 22a and 22b via the antenna 28 and calculating the general speed of transmission of the high frequency signal in the underground metal pipe 22, the joint 2
The positions of 2a and 22b can be detected. In this case, the high frequency signal is radiated from the antenna 28 into the underground metal pipe 22 only in one direction of the tube axis, so the direction of the joints 22a, 22b can be determined based on the direction of the antenna 28.

第2図は、アンテナ28から高周波信号を放射した場合
において、アンテナ28およびケーブル27を経由して
継手位置検知装置26に戻り、継手位置検知装置26に
て受信された受信信号の波形図を示している。この第2
図の波形図は、高周波信号がアンテナ28から放射され
たタイミングを基準として、反射波がアンテナ28で受
信される波形を描いたもので、継手位置検知装置26か
らアンテナ28までの往復に要する時間は無視している
。第2図において、時刻t、のパルスP。
FIG. 2 shows a waveform diagram of a received signal that returns to the joint position detection device 26 via the antenna 28 and cable 27 and is received by the joint position detection device 26 when a high frequency signal is radiated from the antenna 28. ing. This second
The waveform diagram in the figure depicts the waveform of the reflected wave received by the antenna 28 based on the timing at which the high-frequency signal is radiated from the antenna 28, and shows the time required for a round trip from the joint position detection device 26 to the antenna 28. is ignored. In FIG. 2, pulse P at time t.

は高周波信号としてアンテナ28から出力された送信パ
ルスを示し、時刻tAのパルスPAは地中埋設金属管2
2の継手22aからアンテナ28を経由して継手位置検
知装置26に戻った反射波を示し、時刻tBのパルスP
Bは地中埋設金属管22の継手22bからアンテナ28
を経由して継手位置検知装置26に戻った反射波を示し
ている。
indicates a transmission pulse outputted from the antenna 28 as a high frequency signal, and the pulse PA at time tA is the transmission pulse output from the underground metal pipe 2.
The pulse P at time tB shows the reflected wave returning from the joint 22a of No. 2 to the joint position detection device 26 via the antenna 28.
B is the antenna 28 from the joint 22b of the underground metal pipe 22.
It shows the reflected wave that returned to the joint position detection device 26 via .

以下、第2図に基づいて地中埋設金属管22の継手22
a、22bの位置を検知する手順について具体的に説明
する。
Hereinafter, the joint 22 of the underground metal pipe 22 will be explained based on FIG.
The procedure for detecting the positions of a and 22b will be specifically explained.

地中埋設金属管22の貫通孔25から継手22a22b
までの距離LA、LBは、地中埋設金属管22の管内の
電波の伝搬速度を■、としたときに、それぞれ LA−■、× (tA−to)/2 ・・・・・・(1
)LB=V、X  (tB−t o)/2  ・、、、
、、(21で表される。
From the through hole 25 of the underground metal pipe 22 to the joint 22a22b
The distances LA and LB to the underground metal pipe 22 are LA-■, × (tA-to)/2, respectively (1
)LB=V,X (tB-t o)/2 ・,,,
,,(represented by 21).

第3図は上記の継手位置検知装置26の具体構成を示す
ブロック図である。第3図において、31はパルス状の
高周波電圧を発生ずるパルサ、32は方向性結合器、3
3はCRT表示器、34は制御回路である。
FIG. 3 is a block diagram showing a specific configuration of the joint position detection device 26 described above. In FIG. 3, 31 is a pulser that generates a pulsed high-frequency voltage, 32 is a directional coupler, and 3
3 is a CRT display, and 34 is a control circuit.

この継手位置検知装置26においては、制御回路34か
らの周期的なトリガ信号によってパルサ31がパルス状
の高周波電圧(地中埋設金属管22の管径より決まる遮
断周波数より高い周波数)を発生する。この高周波電圧
は、方向性結合器32およびケーブル27を通してアン
テナ28に印加され、アンテナ28から地中埋設金属管
22内に放射されて地中埋設金属管22内を一方向に伝
搬する。一方、地中埋設金属管22の継手22a22b
からアンテナ28およびケーブル27を経由して反射波
は、方向性結合器32を通してCR7表示器33に入力
される。CR7表示器33は、制御回路34から与えら
れる水平掃引信号に応じて、反射波を受信した受信信号
を波形表示することになる。このCR7表示器33で表
示される波形が第2図に示した波形図である。そして、
波形図上の各時刻LA、1Bは、CR7表示器33の画
面上の目盛り等を読むことによって、計測することがで
きる。
In this joint position detection device 26, the pulser 31 generates a pulsed high frequency voltage (frequency higher than the cutoff frequency determined by the pipe diameter of the underground metal pipe 22) in response to a periodic trigger signal from the control circuit 34. This high frequency voltage is applied to the antenna 28 through the directional coupler 32 and the cable 27, is radiated from the antenna 28 into the underground metal pipe 22, and propagates in the underground metal pipe 22 in one direction. On the other hand, the joint 22a22b of the underground metal pipe 22
The reflected wave is input to the CR7 display 33 through the directional coupler 32 via the antenna 28 and cable 27 . The CR7 display 33 displays the received signal, which is a reflected wave, in a waveform according to the horizontal sweep signal given from the control circuit 34. The waveform displayed on this CR7 display 33 is the waveform diagram shown in FIG. and,
Each time LA, 1B on the waveform diagram can be measured by reading the scale on the screen of the CR7 display 33.

この実施例によれば、アンテナ28を地中埋設金属管2
2内に挿入し、アンテナ28から高周波信号を地中埋設
金属管22に放射して地中埋設金属管内を一方向に伝搬
させ、継手22a、22bからアンテナ28を経由して
戻る反射波を受信し、受信した反射波の処理を行うだけ
の簡単で安価な装置で継手位置を検知することができる
According to this embodiment, the antenna 28 is connected to the underground metal pipe 2.
2, radiates a high frequency signal from the antenna 28 to the underground metal pipe 22, propagates in one direction inside the underground metal pipe, and receives reflected waves that return from the joints 22a and 22b via the antenna 28. However, the joint position can be detected with a simple and inexpensive device that only processes the received reflected waves.

また、地表面23から地中埋設金属管22に達する穴2
4を穿設するとともに地中埋設金属管22の管壁に貫通
孔25を穿設し、先端にアンテナ28を接続したケーブ
ル27を穴24および貫通孔25に通して地中埋設金属
管22にアンテナ28を挿入し、CR7表示器33の画
面を見るだけでよいので、検知のための作業員数か少j
、; <−(ずむ。
In addition, a hole 2 reaching the underground metal pipe 22 from the ground surface 23
At the same time, a through hole 25 is drilled in the tube wall of the underground metal pipe 22, and a cable 27 with an antenna 28 connected to the tip is passed through the hole 24 and the through hole 25 to the underground metal pipe 22. It is only necessary to insert the antenna 28 and look at the screen of the CR7 display 33, so the number of workers for detection can be reduced.
, ; <-(Zumu.

さらに、ケーブル27の先端の2−/ナナ284地中埋
設金属管22内に挿入するたけでよいので地表面23か
ら地中埋設金属管22まであi7る穴24としては、直
径]0cin程度のポーリンググ(でよく、また地中埋
設金属管22に設ける貫通孔25は直径3cm程度でよ
く、穴あ5j作業がきわめて簡単である。
Furthermore, since it is only necessary to insert the 2-/nana 284 at the tip of the cable 27 into the underground metal pipe 22, the hole 24 extending from the ground surface 23 to the underground metal pipe 22 has a diameter of approximately 0 cm. The through hole 25 provided in the underground metal pipe 22 only needs to have a diameter of about 3 cm, making the drilling process extremely simple.

また、穴24および貫通孔25をあけて地中埋設金属管
22内にアンテナ28を挿入し2て継1−位置検知装置
26におけるCRT表示器33の画面を見て簡単な演算
を行うだけで、継手22a、22bの位置を検知するこ
とができ、30分程度の短い時間で継手2’la、22
bの位置を求めることができる。
Also, by simply drilling the hole 24 and the through hole 25, inserting the antenna 28 into the underground metal pipe 22, and then looking at the screen of the CRT display 33 in the joint 1-position detection device 26 and performing simple calculations. , the positions of the joints 22a, 22b can be detected, and the positions of the joints 2'la, 22b can be detected in a short time of about 30 minutes.
The position of b can be found.

また、アンテナ28を1回セソ1−することにより、貫
通孔25の上流および下流の複数の継手(5個以内)の
位置を検出することができる。
Further, by setting the antenna 28 once, the positions of a plurality of joints (up to five) upstream and downstream of the through hole 25 can be detected.

〔発明の効果〕〔Effect of the invention〕

この発明の継手位置検知方法によれば、地表面から地中
埋設金属管まで達する穴をあけ、この穴を通して地中埋
設金属管の管壁に貫通孔をあけ、貫通孔から地中埋設金
属管内にアンテナを挿入し、アンテナから高周波信号を
地中埋設金属管内に放射し7て地中埋設金属管内を一方
向に伝搬させ、その反則波を゛?アンテナ受信し、受信
した反射波の処理を行うだりの簡単で安価な装置で継手
位置を検知することができ、検知のための作業員数が少
なくてずみ、また短時間で継手位置を検知することがで
きる。さらに、検知のために地面にあける穴もアンテナ
を通すだけでよいので内径が小さくてよい。
According to the joint position detection method of the present invention, a hole is made from the ground surface to the underground metal pipe, a through hole is made in the pipe wall of the underground metal pipe through the hole, and a through hole is inserted into the underground metal pipe from the through hole. An antenna is inserted into the underground metal pipe, and a high-frequency signal is radiated from the antenna into the underground metal pipe to propagate in one direction inside the underground metal pipe, and the counterwave is generated. The joint position can be detected with a simple and inexpensive device that receives the antenna and processes the received reflected waves, and the number of workers required for detection is small, and the joint position can be detected in a short time. Can be done. Furthermore, the holes drilled in the ground for detection can be made with small inner diameters, as the antenna only needs to be passed through.

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

第1図はこの発明の一実施例の構成を示す概略断面図、
第2図は反射波の受信波形図、第3図は継手位置検知装
置の具体構成を示すブロック図、第4図は従来例におい
て用いる磁気センサの構成を示す概略図、第5図は磁気
センサの出力波形図、第6図は従来の継手位置検知装置
の全体構成を示す概略図である。 21・・・大地、22・・・地中埋設金属管、22a2
2b・・・継手、23・・・地表面、24・・・穴、2
5・・・貫通孔、26・・・継手位置検知装置、27・
・・ケーブル、28・・・アンテナ、29・・・遮蔽板
−610= 第 図 時間− V2−V。 f MC。 C2 (a) (a) 第 図 第 図 (b)
FIG. 1 is a schematic sectional view showing the configuration of an embodiment of the present invention;
Figure 2 is a received waveform diagram of reflected waves, Figure 3 is a block diagram showing the specific configuration of the joint position detection device, Figure 4 is a schematic diagram showing the configuration of the magnetic sensor used in the conventional example, and Figure 5 is the magnetic sensor. FIG. 6 is a schematic diagram showing the overall configuration of a conventional joint position detection device. 21...Earth, 22...Underground metal pipe, 22a2
2b...Joint, 23...Ground surface, 24...Hole, 2
5... Through hole, 26... Joint position detection device, 27.
... Cable, 28... Antenna, 29... Shielding plate -610 = Diagram time - V2-V. f MC. C2 (a) (a) Figure (b)

Claims (1)

【特許請求の範囲】[Claims] 地表面から地中埋設金属管まで達する穴を穿設するとと
もに、前記穴を通して前記地中埋設金属管の管壁に貫通
孔を穿設し、前記穴および貫通孔を通して前記地中埋設
金属管内にアンテナを挿入し、前記地中埋設金属管の管
径から決まる遮断周波数より高い周波数の高周波信号を
前記アンテナから前記地中埋設金属管内へ管軸の一方向
にのみ放射させて前記地中埋設金属管内を伝搬させ、反
射波を前記アンテナで受信し、前記反射波の受信時刻に
よって前記地中埋設金属管のアンテナ挿入位置から継手
までの距離を検出することを特徴とする継手位置検知方
法。
Drilling a hole that reaches from the ground surface to the underground metal pipe, and drilling a through hole in the wall of the underground metal pipe through the hole, and inserting the hole into the underground metal pipe through the hole and the through hole. An antenna is inserted into the underground metal pipe, and a high frequency signal having a frequency higher than a cutoff frequency determined by the pipe diameter of the underground metal pipe is radiated from the antenna into the underground metal pipe only in one direction of the pipe axis. A method for detecting a joint position, characterized in that the antenna propagates in the pipe, receives a reflected wave with the antenna, and detects the distance from the antenna insertion position of the underground metal pipe to the joint based on the reception time of the reflected wave.
JP1007180A 1989-01-13 1989-01-13 Joint position detecting method Pending JPH02187684A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1007180A JPH02187684A (en) 1989-01-13 1989-01-13 Joint position detecting method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1007180A JPH02187684A (en) 1989-01-13 1989-01-13 Joint position detecting method

Publications (1)

Publication Number Publication Date
JPH02187684A true JPH02187684A (en) 1990-07-23

Family

ID=11658876

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1007180A Pending JPH02187684A (en) 1989-01-13 1989-01-13 Joint position detecting method

Country Status (1)

Country Link
JP (1) JPH02187684A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1996018884A1 (en) * 1994-12-16 1996-06-20 Tokyo Gas Co., Ltd. Electromagnetic inspection of elements of piping
GB2463890A (en) * 2008-09-26 2010-03-31 Genesis Oil And Gas Consultant Method of Testing a Pipeline Cut
JP2016109469A (en) * 2014-12-03 2016-06-20 株式会社水道技術開発機構 Joint position inspection device and joint position inspection method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1996018884A1 (en) * 1994-12-16 1996-06-20 Tokyo Gas Co., Ltd. Electromagnetic inspection of elements of piping
GB2463890A (en) * 2008-09-26 2010-03-31 Genesis Oil And Gas Consultant Method of Testing a Pipeline Cut
US8912806B2 (en) 2008-09-26 2014-12-16 Genesis Oil & Gas Consultants Limited Method of cutting and testing a pipeline cut under water or under a seabed
JP2016109469A (en) * 2014-12-03 2016-06-20 株式会社水道技術開発機構 Joint position inspection device and joint position inspection method

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