JPS60111175A - Detecting method of pipe - Google Patents

Detecting method of pipe

Info

Publication number
JPS60111175A
JPS60111175A JP58219181A JP21918183A JPS60111175A JP S60111175 A JPS60111175 A JP S60111175A JP 58219181 A JP58219181 A JP 58219181A JP 21918183 A JP21918183 A JP 21918183A JP S60111175 A JPS60111175 A JP S60111175A
Authority
JP
Japan
Prior art keywords
pipe
wire
wire passing
passing tool
tube
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
JP58219181A
Other languages
Japanese (ja)
Other versions
JPH0367234B2 (en
Inventor
Toshikatsu Sasaki
敏勝 佐々木
Takao Yamagishi
隆男 山岸
Osamu Kai
修 香井
Matsuo Hirose
松男 広瀬
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 JP58219181A priority Critical patent/JPS60111175A/en
Publication of JPS60111175A publication Critical patent/JPS60111175A/en
Publication of JPH0367234B2 publication Critical patent/JPH0367234B2/ja
Granted legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01VGEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
    • G01V1/00Seismology; Seismic or acoustic prospecting or detecting
    • G01V1/001Acoustic presence detection

Abstract

PURPOSE:To detect the advance direction and the tip position of an in-pipe wire passing tool by making the in-pipe wire passing tool having a leading member whose tip is square passes through into a pipe, and detecting the sound from the outside of the pipe. CONSTITUTION:An in-pipe wire passing tool 20 consists of an auxiliary wire rod 2 provided on the end part of a main wire rod 1, and a leading member 3 whose tip is square. When the in-pipe wire passing tool 20 is made to pass through into a tee 6 through a leading-in pipe of an underground buried pipe 5, the auxiliary member 2 advances in a flexible pipe 5 by a weight of the leading member 3. A free end face 4 of the leading member 3 is square, therefore, when a corner part 4a step difference in the pipe, it jumps and gets over the step difference by an elastic force of the auxiliary member 2 and the main wire 1. An advance direction and a tip position of the in-pipe wire passing tool 20 are detected by detecting the sound generated in the pipe 5 through a microphone on the ground.

Description

【発明の詳細な説明】 本発明は、地中埋設管や建物の壁内に埋め込まれたり隠
if+fされて設けられた管内に通線具を進入して管の
延在方向や管内通線具の進入方向を知るための新規な管
の検出方法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention provides a method for inserting a wire running tool into an underground pipe, a pipe embedded in the wall of a building, or a hidden IF+F pipe, and adjusting the direction in which the pipe extends and the wire threading tool inside the pipe. This invention relates to a novel tube detection method for determining the direction of approach of a tube.

たとえば、ガス燃料を輸送する地中埋設管は、地中にお
いて複雑に分岐している。したがって地表で管の埋設位
置を正確に知ることが困1111である。
For example, underground pipes that transport gas fuel have complex branches underground. Therefore, it is difficult to accurately know the buried position of the pipe on the ground surface.

したがって、管の補修の目的で管の一部を露出するため
の縦孔を正確に掘削することが困難である。
Therefore, it is difficult to accurately excavate a vertical hole to expose a portion of the pipe for the purpose of repairing the pipe.

本発明の目的は、このような管の延在方向を検出するこ
とができる管の検出方法を提供することである。
An object of the present invention is to provide a tube detection method that can detect the extending direction of such a tube.

いわゆる管内通線具は、管継手のガス漏洩を防止するだ
めの対策として、グライコール液を管内に噴霧注入した
り、サンドブラストなどの各種管内工事に伴なってまた
は破損に起因して管内に侵入した液を排出したり、管工
事に際して管内に風船状のバッグを入れ、このバッグに
圧縮気体を供給して膨張させて管内を遮断したり、ある
いは管内に交流発振器を導入して管内の状況を観察した
り、管内の渦電流の発生状態から管継手の位置および腐
食状況を診断したり、管内にヒータを入れて内面ライニ
ング施工時に不測に計測された分岐管接続口ライニング
層を加熱除去するなどのために液注入管、液排出管、発
振器、バンク、ファイバースコープ、ヒータその他の管
内挿入物を導管に導入するために必要となる。
The so-called in-pipe wiring fittings are used as a measure to prevent gas leakage from pipe joints, such as by spraying glycol liquid into the pipe, or by sandblasting or other various pipe construction work, or by preventing gas from entering the pipe due to damage. During pipe construction, a balloon-shaped bag is placed inside the pipe and compressed gas is supplied to the bag to inflate it and shut off the inside of the pipe.Alternatively, an AC oscillator is introduced into the pipe to monitor the situation inside the pipe. Diagnose the position and corrosion status of pipe joints based on the state of eddy currents generated in the pipes, heat removal of branch pipe connection port lining layers that were unexpectedly measured during inner lining construction by placing a heater inside the pipes, etc. For this purpose, liquid injection tubes, liquid discharge tubes, oscillators, banks, fiberscopes, heaters, and other intraductal inserts are required to introduce into the conduit.

しかして、ガス燃料を輸送する地中埋設管は、前述のよ
うに地中で分岐している。したがって管内通線具を目的
とする管に進入させる必要がある。
Therefore, underground pipes for transporting gas fuel are branched underground as described above. Therefore, it is necessary to insert the intra-pipe wire passing device into the target pipe.

従来では、このような管内の通線具の進入方向を知るこ
とができなかった。また管内通線具の先端位置を知るこ
とができなかった。
Conventionally, it has not been possible to know the direction in which the wire passing tool enters the pipe. In addition, it was not possible to determine the position of the tip of the in-tube wire threading tool.

本発明の他の目的は、管内通線具の管内における進入方
向や先端位置などを知ることができるようにした管の検
出方法を提供することである。
Another object of the present invention is to provide a tube detection method that makes it possible to know the direction of entry and the position of the tip of an intra-tube wire passing device into the tube.

第1図は本発明の一実施例の通線具20の正面図である
。主線材1は、比較的大きい弾性力を有し、ピアノ線な
どから成り、そのピアノ線などが螺旋状に巻回して構成
され、自然状態では20m。
FIG. 1 is a front view of a wire threading tool 20 according to an embodiment of the present invention. The main wire 1 has a relatively large elastic force, is made of piano wire, etc., and is constructed by winding the piano wire in a spiral shape, and has a length of 20 m in its natural state.

あるいはそれ以上の長さを有してもよい。主線材1の端
部には、補助線材2の端部が固定される。
Alternatively, it may have a longer length. The end of the auxiliary wire 2 is fixed to the end of the main wire 1.

補助線材2の他端部には、誘導部材3が固定される。補
助線材2は、誘導部材3の自重によって撓むことができ
、かつ主線材1よりも小さい弾性力を有する。補助線材
2もまたピアノ線などを使用し、螺旋状に巻回されて構
成される。この補助線材2の長さは、例えば10 cm
前後であってもよい。
A guiding member 3 is fixed to the other end of the auxiliary wire 2 . The auxiliary wire rod 2 can be bent by the weight of the guide member 3 and has a smaller elastic force than the main wire rod 1. The auxiliary wire 2 is also made of piano wire or the like, and is wound spirally. The length of this auxiliary wire 2 is, for example, 10 cm.
It may be before or after.

第2図は誘導部材3付近の斜視図である。この誘導部材
3は、遊端側(第2図の左方)すなわち正面から見て正
方形の面4を有しており、部分的に角柱状の角型に形成
される。誘導部材3の基端部は、先細状となっており、
前述のように補助部材2に固定される。この睦導部利3
は、例えば鋼鉄などの材料から成る。主線材1に回転力
を加えることによって、管内でねじれに対する応力を貯
えて負荷が一定以下になったとき、反動1こよって回転
し、振動することができるとともに再使用にも耐える。
FIG. 2 is a perspective view of the vicinity of the guide member 3. The guide member 3 has a square surface 4 when viewed from the free end side (left side in FIG. 2), that is, from the front, and is partially formed into a prismatic square shape. The proximal end of the guiding member 3 is tapered,
It is fixed to the auxiliary member 2 as described above. This friendship benefit 3
is made of a material such as steel. By applying a rotational force to the main wire 1, torsional stress is stored in the pipe, and when the load falls below a certain level, the main wire 1 can rotate and vibrate due to the reaction 1, and can withstand reuse.

第3図を参照して、地中埋設管5の上部には、チー6が
連結されており、このチー6には引込管7から地上立管
8が連結され、家屋9にガスが供給される。これらの引
込管7および立管8には、管継手10、エルボ11およ
びバルブ12などが介在されているけれども本発明に従
う管内通線具20によれば、誘導部材3はこれらの立管
8から引込管7を経て、管5内に進入していくことがで
きる。
Referring to FIG. 3, a pipe 6 is connected to the upper part of the underground pipe 5, and an above-ground standpipe 8 is connected to the pipe 6 from a service pipe 7 to supply gas to a house 9. Ru. Although a pipe joint 10, an elbow 11, a valve 12, etc. are interposed in these lead-in pipes 7 and stand pipes 8, according to the in-pipe wire passage device 20 according to the present invention, the guide member 3 is connected from these stand pipes 8. The pipe 5 can be entered through the lead-in pipe 7.

引込管7からチー6に管内通線具が進入する状態は、第
4図に示されている。補助線材2は、誘導部材3の重力
によって撓み、したがって誘導部月3はチー6から管5
内に進むことが容易に可能になる。補助線材2が、誘導
部月3の重力によって垂れ下っているとき、主線材lを
その軸線まわりに回転しつつ、主I%!利1を押し込む
ことによって、誘導部(第3は回転および振動を行ない
つつ管5内に進入することができる。
FIG. 4 shows the state in which the pipe wire passing tool enters the chi 6 from the lead-in pipe 7. The auxiliary wire rod 2 is bent by the gravity of the guiding member 3, so that the guiding part 3 is connected from the Qi 6 to the tube 5.
It becomes easier to move inward. When the auxiliary wire 2 is hanging down due to the gravity of the guiding part 3, the main wire 1 is rotated around its axis and the main I%! By pushing in the guide part 1, the guide part 3 can enter the tube 5 while rotating and vibrating.

また第5図に示されるように、管14の端部がプラグJ
5によって防がれており、このプラグ15の近傍に分岐
した管16が接続された状態て・あっても、本発明に従
う管内通線具20を管14から管16に矢符17で示さ
れるように進入させることができ、またその逆に管16
から管14に矢符18で示すように進入することができ
る。
Further, as shown in FIG. 5, the end of the tube 14 is connected to the plug J
5, and even if a branched pipe 16 is connected near this plug 15, an intra-pipe wire threading device 20 according to the present invention is inserted from the pipe 14 to the pipe 16 as indicated by the arrow 17. The tube 16 can be entered as shown in FIG.
From there, the tube 14 can be entered as indicated by arrow 18.

銹導部制3の基端部4は、四角形となっており、したが
ってエルボ、チー、管継手などにおける段差においてそ
の遊端面4の角隅部4aがひっかかり易い。この角隅部
4aが、管内において段差にひっかかることによって、
補助線材2および主線利1の弾性力によって飛び跳ねる
。このことによって誘導部月3を、管内に段差を乗り越
えつつ進入することが可能である。
The base end 4 of the rust guide member 3 is square, and therefore the corner 4a of the free end face 4 is likely to get caught in steps at elbows, tees, pipe joints, etc. When this corner 4a gets caught on a step inside the pipe,
It jumps due to the elastic force of the auxiliary wire 2 and the main wire 1. This allows the guide portion 3 to enter the pipe while overcoming the step.

本件発明者の実験によれば、図示の実施例の管内通線具
を用いて各種のガス管内を通線したところ、はぼ92〜
93係の確率で通線を行なうことができ、その成功率が
極めて高く、しかも通線に要する時間は比較的短くて済
むことが確認された。
According to experiments conducted by the inventor of the present invention, when wires were passed through various gas pipes using the pipe wire passing tool of the illustrated embodiment, it was found that
It was confirmed that the line could be connected with a probability of 93, the success rate was extremely high, and the time required for the line was relatively short.

本発明に従う図示の管内通線具20は、地中埋設ガス管
だけでなく、その他の建屋壁内、その他密閉部分に配設
された管を通線することができ、あるいはまた露出され
た管であってもよい。
The illustrated in-pipe conduit 20 according to the present invention is capable of passing not only underground gas pipes, but also pipes disposed within the walls of other buildings, other sealed areas, or even exposed pipes. It may be.

本発明の他の実施例として、主線材1は互いに逆巻きに
した内外二重構造を有するコイルばねによって構成され
てもよい。管内通線具20は、先端正面形状が角形【こ
なっている誘導部材を有していればよく、残余の構成は
変更し得るう第6図を参照して本発明に従う管内通線具
20は、地中に埋設されたガス燃料を輸送する管21内
を進入している。地表22においてマイクロホン23を
設け、遮音のためイこそのマイクロホン23をゴム等の
材料から成るカバー24によって被う。マイクロホン2
3からの音響信号は、増幅回路25によって増幅され、
スピーカ26によって音響化される。管内通線具20の
先端の誘導部材3の遊端面4は、前述のように正方形な
どの角形であり、したがって管21の内周面に接触して
音響を発する。管21は鋼管であり、主線材1および補
助線月2は弾性力を有しているので、誘導部材3の撮動
が容易であり、比較的大きな音響が発生される。この音
響は、マイクロホン23によって地表22において検出
される。こうして管21の布設状況、および管内通線具
20の進入方向、さらには誘導部材3の位置を地表22
から知ることができる。
As another embodiment of the present invention, the main wire 1 may be constituted by a coil spring having an inner and outer double structure wound in opposite directions. The intraductal wire passing device 20 may have a guiding member whose front end is square in shape, and the remaining configuration may be changed. is entering a pipe 21 buried underground that transports gas fuel. A microphone 23 is provided on the ground surface 22, and the microphone 23 is covered with a cover 24 made of a material such as rubber for sound insulation. Microphone 2
The acoustic signal from 3 is amplified by an amplifier circuit 25,
The sound is made into sound by the speaker 26. As described above, the free end surface 4 of the guiding member 3 at the tip of the pipe wire passing tool 20 has a rectangular shape such as a square, and thus comes into contact with the inner circumferential surface of the pipe 21 and emits sound. Since the tube 21 is a steel tube and the main wire 1 and the auxiliary wire 2 have elastic force, it is easy to photograph the guiding member 3 and a relatively loud sound is generated. This sound is detected at the ground surface 22 by a microphone 23. In this way, the installation status of the pipe 21, the approach direction of the pipe wire passing device 20, and the position of the guiding member 3 can be determined on the ground surface 22.
You can know from.

第7図は地表22から見た平面図である。管21は破線
で示されており、誘導部材3を先頭にして管内通線具2
0が矢符27の方向に進入しているとき、音の広がりは
管内通線具20の後方に広がる。その等音圧レベルの分
布は、参照符28で示されるように、小判型または楕円
型となることが本件発明者の実験によってわかった。こ
のような等音圧レベルの分布28を知ることによって、
管内通線具20の誘導部材3の位ff13 aを知るこ
とができる。位置3aは、等音圧レベル分布28の進入
方向27の前方寄りである。
FIG. 7 is a plan view seen from the ground surface 22. The pipe 21 is indicated by a broken line, and the guide member 3 is placed at the top of the pipe 21, and the pipe wire passing tool 2
0 is moving in the direction of the arrow 27, the sound spreads behind the intraductal wire passing device 20. The inventor's experiments have shown that the distribution of the equal sound pressure level is oval or elliptical, as indicated by reference numeral 28. By knowing the distribution 28 of such equal sound pressure levels,
The position ff13a of the guiding member 3 of the pipe wire passing tool 20 can be known. The position 3a is near the front of the iso-sound pressure level distribution 28 in the approach direction 27.

管2ノが第8図に示されるように管29 、30に分岐
しているときには、管内通線具20が管29.30の何
れに分岐して進入するかを地表で知ることができる。参
照符31,32.33で示す位置に、マイクロホン23
を設け、地表からその誘導部材3の位置を知ることがで
きる。
When the pipe 2 branches into pipes 29 and 30 as shown in FIG. 8, it is possible to know on the ground which of the pipes 29 and 30 the intra-pipe wire passage device 20 branches into and enters. Microphones 23 are located at the positions indicated by reference numbers 31, 32, and 33.
The position of the guiding member 3 can be known from the ground surface.

以上のように本発明によれば、管内通線具の端部に設け
である誘導部材の先端は角形となっており、したがって
通線される管の内周面にその角隅部が接触して音が発生
し、この音を管外方から検出することによって、管の延
在方向および管内通線具の進入方向、さらには管内通線
具の先端位置などを知ることができるようになる。これ
によって地中埋設管などを露出するための縦孔の掘削を
容易に行なうことができ、あるいはまた、管内通線具を
分岐している希望する管に進入することが容易に可能に
なる。また管内通線具の先端位置を管内の予め定めた位
置にもたらして、ガス漏洩防止作業、その他の前述した
各種の作業を行なうことができる。
As described above, according to the present invention, the tip of the guiding member provided at the end of the pipe wire passing tool is square, so that the corner portion comes into contact with the inner circumferential surface of the pipe through which the wire is threaded. A sound is generated, and by detecting this sound from outside the pipe, it becomes possible to know the direction in which the pipe extends, the direction in which the wire threading tool enters the pipe, and the position of the tip of the wire threading tool. . This makes it easy to excavate a vertical hole to expose an underground pipe or the like, or to easily enter a desired branched pipe with an intra-pipe wire passing tool. In addition, by bringing the tip of the pipe-intraducting device to a predetermined position within the pipe, gas leakage prevention work and other various works described above can be performed.

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

第1図は本考案の一実施例の正面図、第2図は誘導部材
3付近の料視図、第3図は通線作業を説明するための配
管図、第4図はチー6付近の通線状態を示す断面図、第
5図は管]、 4 、 l 6への通線動作を説明する
ための断面図、第6図は管内通線具20を用いて地中埋
設管21を通線して音を検出する状態を示す断面図、第
7図は地表における笠音圧レベルの分布を示す平面図、
第8図は地表において管21,29.30の分岐状、態
を示す平面図である。 j・・・主線材、2・・・補助線材、3・・・誘導部材
、4・・・遊端面、4a・・・角隅部、20・・・管内
通線具、23・・・マイクロホン、25・・・増幅回路
、26・・・スピーカ 区間の浄書(内容(q麹更なし) 第5図 手続補正書(方式) 昭和59年3月8日 特願昭5s−2191s1 、発明の名称 管の検出方法 3、補正をする者 事件との関係 出願人 住所 名称 (028)大阪瓦斯株式会社 6、補正の対象 明細書、図面および委任状 7、補正の内容 (11明#11ならびに図面の浄書(内容に変更な し
7 ) 。 (2)委任状を別紙のとおり補充する。 以上
Fig. 1 is a front view of an embodiment of the present invention, Fig. 2 is a perspective view of the vicinity of the guide member 3, Fig. 3 is a piping diagram for explaining the wiring work, and Fig. 4 is a diagram of the vicinity of the guide member 3. FIG. 5 is a cross-sectional view showing the wire running state; FIG. A cross-sectional view showing the state in which the wire is connected and sound is detected, FIG. 7 is a plan view showing the distribution of the Kasa sound pressure level on the ground surface,
FIG. 8 is a plan view showing the branching state of the pipes 21, 29, and 30 on the ground surface. j...Main wire rod, 2...Auxiliary wire rod, 3...Guiding member, 4...Free end surface, 4a...Corner corner portion, 20...Wire passing through pipe, 23...Microphone , 25... Amplification circuit, 26... Engraving of speaker section (Contents (q without Kojisara) Figure 5 Procedural amendment (method) Patent application filed March 8, 1980, 1982 S-2191 S1, Title of the invention Detection method of pipe 3, Relationship with the case of the person making the amendment Applicant address name (028) Osaka Gas Co., Ltd. 6, Specification subject to amendment, drawings and power of attorney 7, Contents of amendment (11 Ming #11 and drawings) Engrave (no change in content7). (2) Supplement the power of attorney as attached.

Claims (1)

【特許請求の範囲】[Claims] 先端正面形状が角形になっている誘導部材を有する管内
通線具を管内に通線して管外力から音を検出することを
特徴とする管の検出方法。
1. A method for detecting a tube, comprising: passing an intra-tube wire passing tool having a guiding member having a rectangular front end shape into the tube, and detecting sound from a force outside the tube.
JP58219181A 1983-11-21 1983-11-21 Detecting method of pipe Granted JPS60111175A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58219181A JPS60111175A (en) 1983-11-21 1983-11-21 Detecting method of pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58219181A JPS60111175A (en) 1983-11-21 1983-11-21 Detecting method of pipe

Publications (2)

Publication Number Publication Date
JPS60111175A true JPS60111175A (en) 1985-06-17
JPH0367234B2 JPH0367234B2 (en) 1991-10-22

Family

ID=16731464

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58219181A Granted JPS60111175A (en) 1983-11-21 1983-11-21 Detecting method of pipe

Country Status (1)

Country Link
JP (1) JPS60111175A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7066642B2 (en) 2016-07-18 2022-05-13 メリット・メディカル・システムズ・インコーポレイテッド Inflatable radial artery compression device

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4938676A (en) * 1972-08-11 1974-04-10
JPS5289955A (en) * 1976-01-21 1977-07-28 Shinzou Shioda System for detecting position of vinyl chloride piping buried

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4938676A (en) * 1972-08-11 1974-04-10
JPS5289955A (en) * 1976-01-21 1977-07-28 Shinzou Shioda System for detecting position of vinyl chloride piping buried

Also Published As

Publication number Publication date
JPH0367234B2 (en) 1991-10-22

Similar Documents

Publication Publication Date Title
JPS60111175A (en) Detecting method of pipe
KR100770154B1 (en) Plastic pipe with wire for pipeline detection
JP3204588B2 (en) Sealing device for airtight inspection
JPH0460800B2 (en)
JPH08101172A (en) Running monitoring system for pig with sound hearing means
JPH08271370A (en) Method and device for inspecting conduit
JPH0344459Y2 (en)
DK167412B1 (en) Method of repairing or producing a transport duct, and lining tube for implementing the method
JP2003114163A (en) Leakage inspection device for water piping
JPH0362958B2 (en)
JPH0480608B2 (en)
CN216345480U (en) Self-made underground pipeline leak source detector
JP2593199Y2 (en) Insulated tube with leak detection line
JPH0360059B2 (en)
JP2593198Y2 (en) Insulated tube with leak detection line
JPS5913713B2 (en) Buried nonmetallic pipe detection method
JP3256052B2 (en) Leakage repair method for building piping system
JP2781908B2 (en) Existing piping lining device
JPS60110369A (en) Pipe leak preventing method and apparatus therefor
JPH0641174B2 (en) Non-metallic pipeline lining method
JPH049595B2 (en)
JP2001021435A (en) Method and device for detecting location of water leakage in water line
JPH0362957B2 (en)
JP2001041400A (en) Fluid leaking position detecting method
JPH0124472Y2 (en)