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JPH0244018B2 - - Google Patents
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JPH0244018B2 - - Google Patents

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Publication number
JPH0244018B2
JPH0244018B2 JP56163192A JP16319281A JPH0244018B2 JP H0244018 B2 JPH0244018 B2 JP H0244018B2 JP 56163192 A JP56163192 A JP 56163192A JP 16319281 A JP16319281 A JP 16319281A JP H0244018 B2 JPH0244018 B2 JP H0244018B2
Authority
JP
Japan
Prior art keywords
current
metal pipe
coating
connection points
corrosion
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
JP56163192A
Other languages
Japanese (ja)
Other versions
JPS5863845A (en
Inventor
Masahiro Tsuka
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 JP16319281A priority Critical patent/JPS5863845A/en
Publication of JPS5863845A publication Critical patent/JPS5863845A/en
Publication of JPH0244018B2 publication Critical patent/JPH0244018B2/ja
Granted legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N27/00Investigating or analysing materials by the use of electric, electrochemical, or magnetic means
    • G01N27/02Investigating or analysing materials by the use of electric, electrochemical, or magnetic means by investigating impedance
    • G01N27/04Investigating or analysing materials by the use of electric, electrochemical, or magnetic means by investigating impedance by investigating resistance
    • G01N27/20Investigating the presence of flaws
    • G01N27/205Investigating the presence of flaws in insulating materials

Landscapes

  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Investigating Or Analyzing Materials By The Use Of Electric Means (AREA)

Description

【発明の詳細な説明】 本発明は、金属管の外周に電気絶縁性塗覆装が
施された地中埋設金属管の損傷を探知するための
方法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for detecting damage to an underground metal pipe whose outer periphery is coated with an electrically insulating coating.

流体を輸送する金属管である管体の健全な維持
を確保するうえで、外面腐食と工事などによる破
損とを防止することは重要な課題である。外面腐
食の防止のためには、最近一般に鋼管に外囲され
る塗覆装としてポリエチレンライニングが採用さ
れてきており、絶縁性能つまり防食性能が飛躍的
に向上してきている。さらに電気防食を施して完
全な外面腐食を防ぐことができる。しかし路面上
の工事などによつて管体が波損された場合には、
流体が流出して事故につながるおそれがある。こ
のような事故を防ぐために、埋設物の管理者は、
埋設路線上のパトロールや埋設物の近くで行なわ
れる工事の立ち合いなど厳重な維持管理を実施し
なければならない。このような管理業務を補完・
強化するために、管体に何らかの原因で発生した
損傷を直ちに探知することができれば、事故を未
然に防止するうえで非常に効果的であろう。
In order to ensure the healthy maintenance of pipe bodies, which are metal pipes that transport fluid, it is important to prevent external corrosion and damage caused by construction work. In order to prevent external corrosion, polyethylene lining has recently been generally adopted as a coating for surrounding steel pipes, and its insulation performance, that is, anticorrosion performance, has been dramatically improved. Furthermore, cathodic protection can be applied to prevent complete external corrosion. However, if the pipe body is damaged by waves due to construction on the road surface,
Fluid may leak out and cause an accident. In order to prevent such accidents, managers of buried objects should
Strict maintenance management must be carried out, such as patrolling the buried route and attending construction work near the buried object. Complementing such management work
In order to strengthen the system, if damage caused by any cause to the pipe body could be immediately detected, it would be extremely effective in preventing accidents.

本発明の目的は、地中埋設金属管の損傷を速や
かに検知することができる方法を提供することで
ある。
An object of the present invention is to provide a method that can quickly detect damage to underground metal pipes.

本発明の他の目的は地中埋設金属管の損傷発生
個所を探知することができる方法を提供すること
である。
Another object of the present invention is to provide a method for detecting damage locations in underground metal pipes.

第1図は、本発明の一実施例の断面図である。
地面1には、流体を輸送する地中埋設金属管であ
る管体2が埋設されている。この管体2の軸に直
角な断面は、第2図に示されている。金属管であ
る鋼管3の外周には、ポリエチレンなどの電気絶
縁性材料から成る塗覆装4が鋼管3の全周にわた
りかつ全長にわたつて被覆される。管体2の接続
個所6a,6bにおいて防食用電源7a,7bの
一方の端子がそれぞれ接続される。防食用電源7
a,7bの他方の端子は接地される。
FIG. 1 is a sectional view of one embodiment of the present invention.
A pipe body 2, which is an underground metal pipe for transporting fluid, is buried in the ground 1. A cross section perpendicular to the axis of this tube 2 is shown in FIG. A coating 4 made of an electrically insulating material such as polyethylene is coated on the outer periphery of the steel pipe 3, which is a metal pipe, over the entire circumference and length of the steel pipe 3. At the connection points 6a and 6b of the tube body 2, one terminal of the anticorrosion power sources 7a and 7b is connected, respectively. Corrosion prevention power supply 7
The other terminals of a and 7b are grounded.

接続個所6a,6b相互間における複数個所
(この実施例では2ケ所)で、鋼管3に流れる防
食電流の電流値a,bを同一時刻に測定比較
するために、電圧計8,9がそれぞれ設けられ
る。
In order to measure and compare the current values a and b of the anti-corrosion current flowing through the steel pipe 3 at a plurality of locations (two locations in this embodiment) between the connection points 6a and 6b at the same time, voltmeters 8 and 9 are installed, respectively. It will be done.

第3図を参照して、電圧計8の両端子8a,8
bは、管体2の鋼管3にその鋼管3の長手方向に
間隔を置いて接続される。管体2の鋼管3に電流
aアンペアが流れたとき、電圧計8によつて測
定された電圧をVボルトとし、接続個所8a,8
b間の距離をlメートルとし、その鋼管3の長さ
1メートルあたりの電気抵抗をrオームとすれば
管内電流aは第1式で示される。
Referring to FIG. 3, both terminals 8a, 8 of voltmeter 8
b are connected to the steel pipe 3 of the tubular body 2 at intervals in the longitudinal direction of the steel pipe 3. When a current a ampere flows through the steel pipe 3 of the tube body 2, the voltage measured by the voltmeter 8 is defined as V volts, and the connection points 8a, 8
If the distance between b is 1 meter, and the electrical resistance per 1 meter length of the steel pipe 3 is r ohm, then the current a in the tube is expressed by the first equation.

a=V/l・r ……(1) 電圧計9も同様にして鋼管3に接続されてお
り、これによつて鋼管3に流れる電流値bが測
定される。
a=V/l·r (1) A voltmeter 9 is also connected to the steel pipe 3 in the same way, and thereby the current value b flowing through the steel pipe 3 is measured.

管体2の塗覆装4が損傷されていない状態で
は、電圧計8,9によつて得られる鋼管3を流れ
る電流の電流値a,bは等しく、たとえば第
4図のように時々刻々変化しながら電流が常時流
れている。この電流Ia,Ibを直角座標で示すと、
第5図の直線10で示されるようになり、その直
線10の勾配は45度である。
When the coating 4 of the tube body 2 is not damaged, the current values a and b of the current flowing through the steel tube 3 obtained by the voltmeters 8 and 9 are equal and vary from moment to moment as shown in FIG. 4, for example. However, current is constantly flowing. If these currents Ia and Ib are expressed in rectangular coordinates,
This is shown by a straight line 10 in FIG. 5, and the slope of the straight line 10 is 45 degrees.

電圧計8,9間の工事個所13において、掘削
機14が地面1に突入され、これによつて管体2
の塗覆装4が第6図のように破られ、鋼管3に金
属製掘削機14が接触した場合を想定する。この
場合には、掘削機14を介して鋼管3に大きな電
流が流入し、管体2の工事個所13に関して第1
図および第6図の左右に異なつた割合で鋼管3内
に分流する。したがつて電圧計8,9によつて得
られる電流値Ia,Ibは同一時刻において異なり、
第5図の直線11で示されるように原点0を通る
直線10から平行移動した直線上に測定電流の組
(Ia,Ib)の集合が分布する。これによつて電圧
計8,9の接続個所の間で、管体2が損傷された
ことがわかる。電圧計8,9間の距離は、たとえ
ば2Km〜15Kmに及んでもよい。さらに、直線11
上ではIbの方がIaよりも大きい。Ibが大きいとい
うのは、第1図に示される損傷発生個所20と接
続点6aとの距離Lbが、損傷発生個所20と接
続点6bとの距離Laよりも短いからである。こ
れによつて損傷が接続点6aに近い側で発生した
と判断することができる。
At the construction site 13 between the voltmeters 8 and 9, the excavator 14 is plunged into the ground 1, which causes the pipe body 2 to
Assume that the coating 4 is torn as shown in FIG. 6, and a metal excavator 14 comes into contact with the steel pipe 3. In this case, a large current flows into the steel pipe 3 via the excavator 14, and the first
The flow is divided into the steel pipe 3 at different ratios to the left and right in FIG. Therefore, the current values Ia and Ib obtained by the voltmeters 8 and 9 are different at the same time,
As shown by the straight line 11 in FIG. 5, a set of measurement current pairs (Ia, Ib) is distributed on a straight line parallel to the straight line 10 passing through the origin 0. This indicates that the tube body 2 was damaged between the connection points of the voltmeters 8 and 9. The distance between the voltmeters 8, 9 may range, for example, from 2 Km to 15 Km. Furthermore, straight line 11
Above, Ib is larger than Ia. Ib is large because the distance Lb between the damage occurrence point 20 and the connection point 6a shown in FIG. 1 is shorter than the distance La between the damage occurrence point 20 and the connection point 6b. This allows it to be determined that the damage occurred on the side closer to the connection point 6a.

上述の実施例では、管体2の鋼管3に流れる防
食流は、複数の電源7a,7bが設けられている
ことによつて影響しあい、また地中の迷走電流の
影響によつても大きく変化しており、前述の第4
図に示す状態となつている。このような場合、塗
覆層4の損傷時に電流値Ia,Ibを個別にレベル弁
別していたのでは損傷が生じたか否かを探知する
ことが困難である。上述の実施例では、電流値
Ia,Ibを同一時刻において比較するので、電流値
Ia,Ibが時間経過に伴つて大きく変化していても
塗覆装4の損傷の探知を正確に行なうことが可能
である。
In the above-mentioned embodiment, the anticorrosive flow flowing through the steel pipe 3 of the pipe body 2 is influenced by the provision of a plurality of power supplies 7a and 7b, and also changes greatly due to the influence of underground stray current. The above-mentioned 4th
The state is shown in the figure. In such a case, if the current values Ia and Ib are individually differentiated in level when the coating layer 4 is damaged, it is difficult to detect whether or not damage has occurred. In the above embodiment, the current value
Since Ia and Ib are compared at the same time, the current value
Even if Ia and Ib change significantly over time, it is possible to accurately detect damage to the coating 4.

本発明の他の実施例として、損傷探知のために
防食用電源7a,7bよりも大きい防食電流を管
体2の鋼管3に供給して電圧計8,9による測定
を容易にするために、探知用電源を防食用電源7
a,7bに個別的に対応して準備し、防食用電源
7a,7bと探知用電源とを周期的に切換えて用
いてもよい。
As another embodiment of the present invention, in order to supply the steel pipe 3 of the tube body 2 with a corrosion protection current larger than that of the corrosion protection power supplies 7a and 7b for damage detection and to facilitate measurement with the voltmeters 8 and 9, Detection power supply and anti-corrosion power supply 7
Corrosion prevention power sources 7a, 7b and detection power sources may be periodically switched and used by preparing corresponding power sources 7a and 7b individually.

以上のように本発明によれば、地中埋設金属管
の長手方向の途中の異なる複数の接続個所で電源
を接続し、その接続個所相互間における複数個所
で、金属管に流れる電流を同一時刻に測定し、こ
れらの測定値を相互に比較すようにしたので、そ
れらの電流値が相互に異なつたとき、地中埋設金
属管に損傷したことを検知することができ、迅速
な損傷検知が可能になる。また電流値の大きい側
に地中埋設金属管の損傷点が存在しているわけで
あるから、したがつてその損傷個所の確認が可能
になる。
As described above, according to the present invention, a power source is connected at a plurality of different connection points along the longitudinal direction of an underground metal pipe, and the current flowing through the metal pipe is transmitted at the same time at a plurality of points between the connection points. Since the measured values are compared with each other, it is possible to detect damage to underground metal pipes when the current values differ from each other, and rapid damage detection is possible. It becomes possible. Furthermore, since the damaged point of the underground metal pipe exists on the side where the current value is large, it is therefore possible to confirm the damaged location.

また本発明によれば、金属管の長手方向に間隔
をあけて電圧計の両端子を接続し、その電圧測定
値に基づく電流値を比較して塗覆装の損傷の有無
を判断するようにしているので、地表面の比抵抗
の変化や地中の迷走電流の影響を受けずに正確な
損傷の検知および探知が可能であり、しかも流体
を輸送するなどの地中埋設金属管本来の用途に使
用したままの状態で損傷の検知および探知が可能
である。
Further, according to the present invention, both terminals of the voltmeter are connected at intervals in the longitudinal direction of the metal tube, and the current value based on the measured voltage value is compared to determine whether there is damage to the coating. This makes it possible to accurately detect and detect damage without being affected by changes in resistivity on the ground surface or stray currents underground, and it is also possible to detect and detect damage accurately, even when buried metal pipes are not used for their original purpose, such as transporting fluids. It is possible to detect and detect damage while still in use.

さらに本発明は、地中埋設金属管の長手方向に
対して間隔をあけて設けられた2つの接続点間
で、金属管に常時流れる防食電流の同時的な値を
比較し、電流値が異なるときに塗覆装が損傷する
ものと判断するので、防食電流を1つの接続点か
らのみ供給する場合に比較して、長い地中埋設金
属管の塗覆装に対する損傷の探知が防食と同時に
常時可能である。
Furthermore, the present invention compares the simultaneous values of the anti-corrosion current constantly flowing through the metal pipe between two connection points provided at intervals in the longitudinal direction of the underground metal pipe, and detects that the current value is different. Since it is determined that the coating may sometimes be damaged, detection of damage to the coating of long underground metal pipes can be carried out at the same time as corrosion protection, compared to when the corrosion protection current is supplied from only one connection point. It is possible.

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

第1図は本発明の一実施例の地中断面図、第2
図は鋼管2の軸に直角な断面図、第3図は電圧計
8の接続状態を示す図、第4図は電流Ia,Ibの波
形図、第5図は同一時刻における電流値Ia,Ibの
関係を示すグラフ、第6図は工事個所3における
管損傷時の拡大断面図である。 1……地面、2……管体、3……鋼管、4……
塗覆装、6a,6b……接続個所、7a,7b…
…防食用電源、8,9……電圧計、13……工事
個所。
Fig. 1 is a cross-sectional view of an embodiment of the present invention;
The figure is a cross-sectional view perpendicular to the axis of the steel pipe 2, Figure 3 is a diagram showing the connection state of the voltmeter 8, Figure 4 is a waveform diagram of currents Ia and Ib, and Figure 5 is a current value Ia and Ib at the same time. FIG. 6 is an enlarged cross-sectional view of the pipe damaged at construction site 3. 1...Ground, 2...Pipe body, 3...Steel pipe, 4...
Painting, 6a, 6b...Connection points, 7a, 7b...
...Anti-corrosion power supply, 8, 9...Voltmeter, 13...Construction area.

Claims (1)

【特許請求の範囲】[Claims] 1 金属管3の外周に電気絶縁性塗覆装4が被覆
されて構成される地中埋設金属管2の前記金属管
3の長手方向に間隔をあけて設けられた2つの接
続点6a,6bに、防食用電源7a,7bの一方
端子を接続し、防食用電源7a,7bの他方端子
を接地して前記接続点6a,6bから防食電流を
常時流し、前記2つの接続点6a,6b間で、地
中埋設金属管2の長手方向に間隔をあけて電圧計
8,9の両端子を接続し、これらの各電圧計8,
9の電圧測定値に基づく地中埋設金属管2に流れ
る電流a,bをそれぞれ測定し、電流a,
bの同時的な値を比較し各電流a,bの値
が大きい側で塗覆装4が損傷したものと判断する
地中埋設金属管の損傷探知方法。
1 Two connection points 6a, 6b provided at intervals in the longitudinal direction of the metal pipe 3 of the underground metal pipe 2 configured by coating the outer periphery of the metal pipe 3 with an electrically insulating coating 4 One terminal of the anti-corrosion power supplies 7a, 7b is connected to the other, and the other terminal of the anti-corrosion power supplies 7a, 7b is grounded, and an anti-corrosion current is constantly passed from the connection points 6a, 6b between the two connection points 6a, 6b. Then, connect both terminals of the voltmeters 8 and 9 at intervals in the longitudinal direction of the underground metal pipe 2, and
The currents a and b flowing through the underground metal pipe 2 are measured based on the voltage measurement values in step 9, respectively, and the currents a,
A damage detection method for underground metal pipes in which simultaneous values of b are compared and it is determined that coating 4 is damaged on the side where the values of each current a and b are larger.
JP16319281A 1981-10-12 1981-10-12 Damage detecting method for underground substance Granted JPS5863845A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16319281A JPS5863845A (en) 1981-10-12 1981-10-12 Damage detecting method for underground substance

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16319281A JPS5863845A (en) 1981-10-12 1981-10-12 Damage detecting method for underground substance

Publications (2)

Publication Number Publication Date
JPS5863845A JPS5863845A (en) 1983-04-15
JPH0244018B2 true JPH0244018B2 (en) 1990-10-02

Family

ID=15769011

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16319281A Granted JPS5863845A (en) 1981-10-12 1981-10-12 Damage detecting method for underground substance

Country Status (1)

Country Link
JP (1) JPS5863845A (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53134486A (en) * 1977-04-28 1978-11-24 Sumikin Kokan Koji Kk Inspection method and apparatus for flawed parts of coated film on underground coated steel pipes
JPS5421388A (en) * 1977-07-18 1979-02-17 Sumitomo Chemical Co Position detecting method of defect of corrosion resistant coating layer of underground steel pipe

Also Published As

Publication number Publication date
JPS5863845A (en) 1983-04-15

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