JPH043818B2 - - Google Patents
Info
- Publication number
- JPH043818B2 JPH043818B2 JP24939884A JP24939884A JPH043818B2 JP H043818 B2 JPH043818 B2 JP H043818B2 JP 24939884 A JP24939884 A JP 24939884A JP 24939884 A JP24939884 A JP 24939884A JP H043818 B2 JPH043818 B2 JP H043818B2
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- piping
- electromagnetic field
- contact
- concrete wall
- 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
Links
- 230000003014 reinforcing effect Effects 0.000 claims description 26
- 230000005672 electromagnetic field Effects 0.000 claims description 23
- 238000000034 method Methods 0.000 claims description 11
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 8
- 230000002093 peripheral effect Effects 0.000 claims description 4
- 230000007797 corrosion Effects 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000005553 drilling Methods 0.000 description 3
- 238000004210 cathodic protection Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000010292 electrical insulation Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
Landscapes
- Testing Of Devices, Machine Parts, Or Other Structures Thereof (AREA)
- Investigating Or Analyzing Materials By The Use Of Magnetic Means (AREA)
- Investigating Or Analyzing Materials By The Use Of Electric Means (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、コンクリート壁内に埋設されたコン
クリート鉄筋と、このコンクリート壁を突き抜け
て地中に埋設された埋設配管との電気的な接触を
コンクリート壁外から探知するコンクリート鉄筋
と配管との接触探知方法に関するもので、さらに
詳言すれば、コンクリート鉄筋および配管に流れ
る電流により形成される電磁界の形成形態によつ
て、コンクリート鉄筋と配管との電気的な接触お
よびその接触箇所を正確に探知することを目的と
するものである。[Detailed Description of the Invention] [Field of Industrial Application] The present invention provides electrical contact between concrete reinforcing bars buried in a concrete wall and buried piping that penetrates through the concrete wall and is buried underground. This relates to a method for detecting contact between concrete reinforcing bars and piping from outside a concrete wall, and more specifically, it detects contact between concrete reinforcing bars and piping by using the form of electromagnetic field formed by current flowing through concrete reinforcing bars and piping. The purpose of this is to accurately detect electrical contacts and their contact points.
コンクリート壁内のコンクリート鉄筋(以下,
単に鉄筋と記す)は、格子状に組立てられている
ため、このコンクリート壁を突き抜けて地中に埋
設されるガス管等の埋設配管と前記した鉄筋とが
電気的に接触してしまうことがある。
Concrete reinforcing bars in concrete walls (hereinafter referred to as
(simply referred to as reinforcing bars) are assembled in a lattice pattern, so there may be electrical contact between the above-mentioned reinforcing bars and buried pipes such as gas pipes that penetrate through the concrete wall and are buried underground. .
このように鉄筋と配管とが電気的に接触した場
合、C/S系の腐食が配管の地中埋設部分に生じ
ることになる。 If the reinforcing steel and the pipe come into electrical contact in this way, corrosion of the C/S system will occur in the underground portion of the pipe.
また、このように鉄筋と配管とが電気的に接触
した状態で配管の地中埋設部分に電気防食を施し
たとしても、防食電流は配管接地抵抗および鉄筋
の接地抵抗に逆比例(1:10〜15程度の比率)し
て流入するので充分な効果は得られない。 In addition, even if cathodic protection is applied to the underground part of the piping with electrical contact between the reinforcing steel and the piping, the corrosion protection current is inversely proportional to the grounding resistance of the piping and the reinforcing steel (1:10). 15), so a sufficient effect cannot be obtained.
それゆえ、配管のコンクリート壁貫通部での配
管と鉄筋との電気的な絶縁を改善することが必要
とされている。 Therefore, there is a need to improve the electrical insulation between the pipe and the reinforcing steel where the pipe penetrates the concrete wall.
この配管と鉄筋との間の電気的な絶縁の改善手
段としては、第1に配管切廻し、第2にコンクリ
ート壁全周のはつり、そして第3に既設配管を切
断し、この既設配管内に目的の配管をインサート
配設する等の手段がある。
To improve the electrical insulation between the pipe and the reinforcing steel, the first step is to cut the pipe, the second is to chisel the entire circumference of the concrete wall, and the third is to cut the existing pipe and install it inside the existing pipe. There are methods such as inserting the desired piping.
第1および第3の手段は、配管を切断すること
が必要であり、改善後に全く新たに配管を配設し
なければならない。 The first and third methods require cutting the piping, and completely new piping must be installed after the improvement.
これに対して第2の手段は、鉄筋と配管との接
触位置が正確に探査することができれば、コンク
リート壁のはつり、削孔は最小限となり、この手
段を実施するに際して、コンクリート壁への損傷
を最小限とすることができる。 On the other hand, with the second method, if the contact position between the reinforcing steel and the piping can be accurately detected, chipping and drilling of the concrete wall will be minimized, and when implementing this method, there will be no damage to the concrete wall. can be kept to a minimum.
本発明は、この第2の手段を効率良く実施する
のに有効であるよう創案されたもので、電流の通
過に伴つて周囲に発生する電磁界の磁界強度の大
小関係によつて配管と鉄筋との接触の有無そして
その接触位置を正確に探知することができるよう
にしたものである。
The present invention was devised to be effective in implementing this second means efficiently, and is based on the relationship between the magnitude of the magnetic field strength of the electromagnetic field generated around the passage of current. This makes it possible to accurately detect the presence or absence of contact with the object and the location of the contact.
以下、本発明によるコンクリート鉄筋と配管と
の接触探知方法を、本発明の一実施例を示す図面
を参照しながら説明する。 DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A method for detecting contact between concrete reinforcing bars and piping according to the present invention will be described below with reference to drawings showing an embodiment of the present invention.
本発明によるコンクリート鉄筋と配管との接触
探知方法は、コンクリート壁4を突き抜けて埋設
されたガス管等の埋設配管1と前記コンクリート
壁4内に埋設されているコンクリート鉄筋2との
間に信号電流iを流した状態で、前記コンクリー
ト壁4表面および前記配管1の外周面に沿つて、
差動コイル構造に接続されて一定の距離Lで相互
組付けされた二つのサーチコイル7,7を移動さ
せて、前記信号電流iにより生じた電磁界6の強
度の差を検出し、この電磁界6の強度の差の大き
い配管1の周方向箇所で、この配管1と鉄筋2と
か接触していることを探知するようにしたもので
ある。 The method of detecting contact between concrete reinforcing bars and pipes according to the present invention is characterized in that a signal current is generated between a buried pipe 1 such as a gas pipe penetrated through a concrete wall 4 and a concrete reinforcing bar 2 buried in the concrete wall 4. i along the surface of the concrete wall 4 and the outer peripheral surface of the pipe 1,
Two search coils 7, 7 connected to a differential coil structure and assembled to each other at a certain distance L are moved to detect the difference in the strength of the electromagnetic field 6 generated by the signal current i, and to detect this electromagnetic field. It is designed to detect that the pipe 1 is in contact with a reinforcing bar 2 at a circumferential location of the pipe 1 where there is a large difference in the strength of the field 6.
すなわち、第1図に示す如く、発信器5の両端
子を配管1と鉄筋2とに接続して信号電流iを流
すと、もし配管1と鉄筋2とが接触している場合
には、発信器5の両端子間は配管1と鉄筋2とに
よつて短絡され、大きな信号電流iが流れること
になる。
That is, as shown in Fig. 1, when both terminals of the transmitter 5 are connected to the pipe 1 and the reinforcing bar 2 and a signal current i is passed, if the pipe 1 and the reinforcing bar 2 are in contact, the signal will not be transmitted. Both terminals of the device 5 are short-circuited by the pipe 1 and the reinforcing bar 2, and a large signal current i flows therethrough.
この信号電流iは、鉄筋2を、第1図に示す如
く、複雑に分流して流れるが、配管1との接触点
3に集中して、すなわち配管1に接触している鉄
筋2に集中してから配管1に流れる。 This signal current i flows through the reinforcing bar 2 in a complicated manner as shown in FIG. After that, it flows into pipe 1.
従つて、この信号電流iにより形成される電磁
界6は、第2図および第3図そして第4図に示す
如く、配管1と、この配管1に接触しているがた
めに信号電流iが集中して流れる鉄筋2とに大き
く発生することになる。 Therefore, as shown in FIGS. 2, 3, and 4, the electromagnetic field 6 formed by the signal current i is in contact with the pipe 1, so that the signal current i is This will occur largely in the reinforcing bars 2 that flow in a concentrated manner.
この電磁界6分布形態を、配管1に接触した鉄
筋2からわずかな距離だけ離れたコンクリート
壁4の表面および配管1の周面に沿つて、配管1
の周面の各位置における電磁界6の強さとしてサ
ーチコイルによつて検出すると、配管1の周面の
各位置における電磁界6の強さeは第5図のよう
になり、接触点3の位置する周面箇所で大きな値
を示すことになる。 This electromagnetic field 6 distribution form is applied to the pipe 1 along the surface of the concrete wall 4 that is a short distance away from the reinforcing bars 2 that are in contact with the pipe 1, and along the circumferential surface of the pipe 1.
When detected by a search coil as the strength of the electromagnetic field 6 at each position on the circumferential surface of the pipe 1, the strength e of the electromagnetic field 6 at each position on the circumferential surface of the pipe 1 is as shown in FIG. It shows a large value at the circumferential surface where is located.
このように、配管1の周面に沿つて電磁界6の
強度を直接検出しても接触点3の周面位置を探知
することができるのであるが、実際には、この接
触点3の位置する配管1の周面位置での電磁界6
の強度と他の周面部分での電磁界6の強度との差
は、決して大きいものではなく、これがため電磁
界6の強度を直接検出して接触点3を探知するの
では、接触点3の周方向位置を正確にそして確実
に探知することが出来るとは限らない。 In this way, the circumferential position of the contact point 3 can be detected by directly detecting the strength of the electromagnetic field 6 along the circumferential surface of the pipe 1, but in reality, the position of the contact point 3 is Electromagnetic field 6 at the peripheral surface position of pipe 1
The difference between the strength of the electromagnetic field 6 and the strength of the electromagnetic field 6 at other peripheral parts is not large. Therefore, if the strength of the electromagnetic field 6 is directly detected to detect the contact point 3, it is difficult to detect the contact point 3. It is not always possible to detect the circumferential position accurately and reliably.
そこで、第7図に示す如く、小さな距離Lだけ
離して二つのサーチコイル7,7を設け、この二
つのサーチコイル7,7を差動コイル構造に接続
して配管1の周面に沿つた二つの箇所における電
磁界6の強度の差e′を検出するようにすると、こ
の配管1の周面に沿つた電磁界6の強度の差e′の
変化は、第6図に示す如くになり、接触点3に対
応する配管1の周面箇所の値が飛び抜けて大きく
なり、これによつて接触点3の周面箇所を確実に
そして正確に探知することができることになる。 Therefore, as shown in FIG. 7, two search coils 7, 7 are provided with a small distance L apart, and these two search coils 7, 7 are connected in a differential coil structure to extend along the circumferential surface of the pipe 1. When the difference e' in the strength of the electromagnetic field 6 at two locations is detected, the change in the difference e' in the strength of the electromagnetic field 6 along the circumferential surface of the pipe 1 becomes as shown in Fig. 6. , the value at the circumferential surface of the pipe 1 corresponding to the contact point 3 becomes extremely large, thereby making it possible to detect the circumferential surface of the contact point 3 reliably and accurately.
このように、本発明による鉄筋2と配管1との
接触探知方法は、鉄筋2と配管1との間に信号電
流iを流した状態で、コンクリート壁4の表面お
よび配管1の周面に沿つて二つのサーチコイル7
を摺動移動させることによつて、この配管1の周
面に沿つた電磁界6の強度差e′により接触点3の
有無およびこの接触点3の配管1の周面方向にお
ける位置を正確にかつ確実に探知することができ
るのである。 As described above, the method of detecting contact between the reinforcing bars 2 and the pipe 1 according to the present invention detects contact along the surface of the concrete wall 4 and the circumferential surface of the pipe 1 while the signal current i is flowing between the reinforcing bars 2 and the pipe 1. Two search coils 7
By sliding this, the presence or absence of the contact point 3 and the position of this contact point 3 in the circumferential direction of the pipe 1 can be accurately determined based on the strength difference e' of the electromagnetic field 6 along the circumferential surface of the pipe 1. And it can be detected reliably.
それゆえ、コンクリート壁4を崩すことなく配
管1と鉄筋2との接触の有無を知ることができる
ことになる。 Therefore, it is possible to know whether there is contact between the pipe 1 and the reinforcing bar 2 without destroying the concrete wall 4.
以上の説明から明らかな如く、本発明による配
管と鉄筋との接触探知方法は、操作が簡単でかつ
確実にそして正確に配管と鉄筋との接触の有無お
よびその位置を探知することが出来るので、この
探知した接触箇所に対向したコンクリート壁箇所
をはつり、またはミニダイモドリル等で削孔して
配管と鉄筋との電気的な接触をなくすことが簡単
に出来、もつて配管に対する電気防食の適用が容
易となり、かつC/S系マクロセル腐食電池も解
消することが出来る
As is clear from the above description, the method for detecting contact between pipes and reinforcing bars according to the present invention is easy to operate, and can reliably and accurately detect the presence or absence of contact between pipes and reinforcing bars, as well as its position. It is easy to remove the electrical contact between the pipe and the reinforcing steel by drilling the concrete wall facing the detected contact point or by drilling a hole with a mini-dymo drill, etc., which makes it possible to apply cathodic protection to the pipe. It is easy to use and also eliminates C/S macro cell corrosion batteries.
第1図は、本発明方法を実施した際の配管およ
び鉄筋における信号電流の分布形態の一例を示す
説明図である。第2図は、第1図に示した信号電
流により配管および鉄筋の周囲に発生した電磁界
の形態を示す要部を斜視した説明図である。第3
図は、第2図の部分縦断面図である。第4図は、
第2図の部分正面図である。第5図は、配管の周
面に沿つた電磁界の強度変化の一例を示す線図で
ある。第6図は、配管の周囲に沿つた第5図に示
した例の電磁界強度差の線図である。第7図は、
サーチコイルの構成例を示す図である。
符号の説明、1……配管、2……鉄筋、3……
接触点、4……コンクリート壁、5……発信器、
6……電磁界、7……サーチコイル、i……信号
電流。
FIG. 1 is an explanatory diagram showing an example of the distribution form of signal current in piping and reinforcing bars when the method of the present invention is implemented. FIG. 2 is an explanatory perspective view of a main part showing the form of an electromagnetic field generated around piping and reinforcing bars by the signal current shown in FIG. 1. Third
The figure is a partial vertical sectional view of FIG. 2. Figure 4 shows
FIG. 3 is a partial front view of FIG. 2; FIG. 5 is a diagram showing an example of changes in the intensity of the electromagnetic field along the circumferential surface of the pipe. FIG. 6 is a diagram of the electromagnetic field strength difference of the example shown in FIG. 5 along the circumference of the pipe. Figure 7 shows
It is a figure showing an example of composition of a search coil. Explanation of symbols, 1... Piping, 2... Rebar, 3...
Contact point, 4... Concrete wall, 5... Transmitter,
6...Electromagnetic field, 7...Search coil, i...Signal current.
Claims (1)
配管と前記コンクリート壁の鉄筋との間に信号電
流を流した状態で、前記コンクリート壁表面およ
び前記配管の外周面に沿つて、差動コイル構造に
接続されて一定の間隔で相互組付けされた二つの
サーチコイルを移動させて前記信号電流により生
じた電磁界強度の差を検出し、該電磁界強度の差
の大きい配管の周方向箇所で前記配管と鉄筋とが
接触していることを探知するコンクリート鉄筋と
配管との接触探知方法。1. With a signal current flowing between the buried pipe that has penetrated through the concrete wall and the reinforcing steel of the concrete wall, the pipe is connected to a differential coil structure along the surface of the concrete wall and the outer peripheral surface of the pipe. The difference in electromagnetic field strength caused by the signal current is detected by moving two search coils assembled to each other at a constant interval, and the difference in electromagnetic field strength between the piping and the piping is detected at a circumferential location of the piping where the difference in electromagnetic field strength is large. A method for detecting contact between concrete reinforcing bars and piping to detect if they are in contact with reinforcing bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP24939884A JPS61128135A (en) | 1984-11-26 | 1984-11-26 | Method for detecting contact of concrete reinforcement and piping |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP24939884A JPS61128135A (en) | 1984-11-26 | 1984-11-26 | Method for detecting contact of concrete reinforcement and piping |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61128135A JPS61128135A (en) | 1986-06-16 |
| JPH043818B2 true JPH043818B2 (en) | 1992-01-24 |
Family
ID=17192394
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP24939884A Granted JPS61128135A (en) | 1984-11-26 | 1984-11-26 | Method for detecting contact of concrete reinforcement and piping |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61128135A (en) |
-
1984
- 1984-11-26 JP JP24939884A patent/JPS61128135A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61128135A (en) | 1986-06-16 |
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