JP4318376B2 - Disposal of unnecessary existing pipes - Google Patents

Disposal of unnecessary existing pipes Download PDF

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Publication number
JP4318376B2
JP4318376B2 JP2000083695A JP2000083695A JP4318376B2 JP 4318376 B2 JP4318376 B2 JP 4318376B2 JP 2000083695 A JP2000083695 A JP 2000083695A JP 2000083695 A JP2000083695 A JP 2000083695A JP 4318376 B2 JP4318376 B2 JP 4318376B2
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JP
Japan
Prior art keywords
corrosion
existing pipe
unnecessary
unnecessary existing
soil
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 - Fee Related
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JP2000083695A
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Japanese (ja)
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JP2001271965A (en
Inventor
寛之 西村
英正 野中
秀樹 谷
隆 菊田
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
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Priority to JP2000083695A priority Critical patent/JP4318376B2/en
Publication of JP2001271965A publication Critical patent/JP2001271965A/en
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Publication of JP4318376B2 publication Critical patent/JP4318376B2/en
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Description

【0001】
【発明の属する技術分野】
本発明は、新設管に連絡替後に不要となった不要既設管の処分方法に関する。
【0002】
【従来の技術】
従来、新設管に連絡替後に不要となった不要既設管は、速やかに通常の開削工法により掘上げて土中内から撤去されていた。
【0003】
【発明が解決しようとする課題】
規制緩和によって浅層埋設が可能となった現在においても、上述した従来の不要既設管の処分方法によれば、新設管を浅層埋設して連絡替えする入替工事の際に、深層埋設された不要既設管を撤去する必要があるため、結局は深堀りを行う必要があり、新設管を浅層埋設できるにもかかわらず掘削コストの削減効果が期待できるものではなかった。
【0004】
従って、本発明の目的は、上記問題点を解消し、深堀を行うことなく不要既設管を処分して掘削コストを削減することができる不要既設管の処分方法を提供するところにある。
【0005】
【課題を解決するための手段】
〔構成〕
請求項1の発明の特徴構成は図1に例示するごとく、土中内の不要既設管1を撤去することなく土中に残置したまま、管の腐食を促進させる腐食促進手段3により前記不要既設管1を早期に腐食分解させる不要既設管の処分方法で、前記腐食促進手段3として、土中内で電位の異なる金属を電気的に接続したときに両金属間に構成される電池作用によって卑金属が腐食されるマクロセル腐食を採用して、前記不要既設管1の腐食を促進するところにある。
【0006】
【0007】
請求項の発明の特徴構成は図2に例示するごとく、土中内の不要既設管1を撤去することなく土中に残置したまま、管の腐食を促進させる腐食促進手段3により前記不要既設管1を早期に腐食分解させる不要既設管の処分方法で、前記腐食促進手段3として、外部電源装置7と対極と8を接続すると共に、前記対極8より前記不要既設管1の近傍に埋設された被防食対象物9に防食電流を流して前記被防食対象物9を防食する電気防食法を利用し、前記不要既設管1を前記対極8として腐食を促進させるところにある。
【0008】
【0009】
【0010】
【0011】
尚、上述のように、図面との対照を便利にするために符号を記したが、該記入により本発明は添付図面の構成に限定されるものではない。
【0012】
〔作用及び効果〕
請求項1又は2の発明により、土中内の不要既設管を撤去することなく土中に残置したまま、管の腐食を促進させる腐食促進手段により前記不要既設管を早期に腐食分解させるから、前記不要既設管を撤去するための掘削作業が不要となる。
つまり、前記腐食促進手段によって不要既設管の腐食が促進され、前記不要既設管が腐食分解されて滅失するから、掘削せずに土中に残置したまま不要既設管を処分することができるようになり、土中内の不要既設管を撤去するための掘削作業が不要となる。
その結果、不要既設管を撤去するための掘削作業が不要となるため、不要既設管を土中内から撤去するために掘削作業に費やしていた掘削コストを削減することができるようになった。
【0013】
そして、請求項の発明によれば、前記腐食促進手段として、土中内で電位の異なる金属を電気的に接続したときに両金属間に構成される電池作用によって卑金属が腐食されるマクロセル腐食を採用して、前記不要既設管の腐食を促進するから、前記不要既設管を撤去するための掘削作業が不要となる。
つまり、例えば、前記不要既設管と下水のマンホールやビル等の鉄筋コンクリート構造物等の電位の異なる金属どうしを電気的に接続すると、両金属間に天然の電池であるマクロセル(大規模腐食電池)が形成され、マンホールやビル等のコンクリート構造物中の鉄筋よりもイオン化傾向の大きい卑金属で形成された不要既設管側がアノード(電流が流れ出す方の電極)となって腐食分解が促進され、前記不要既設管が滅失するマクロセル腐食が進行する。このマクロセル腐食は連続して外面から進み、比較的短時間で管全体が腐食される。
その結果、不要既設管を撤去するための掘削作業が不要となるため、不要既設管を土中内から撤去するために掘削作業に費やしていた掘削コストを削減することができるようになった。
【0014】
また、請求項の発明によれば、前記腐食促進手段として、外部電源装置と対極とを接続すると共に、前記対極より前記不要既設管の近傍に埋設された被防食対象物に防食電流を流して前記被防食対象物を防食する電気防食法を利用し、前記不要既設管を前記対極として腐食を促進させるから、前記不要既設管を撤去するための掘削作業が不要となる。
つまり、例えば、前記対極を前記不要既設管とし、前記被防食対象物を新設管として、前記不要既設管より土壌を介して強制的に前記新設管に防食電流を流す。前記不要既設管の土壌中へ電流が放出される部位において、アノード反応が促進されて著しい腐食をもたらす。このアノード反応を利用して前記不要既設管を腐食分解して滅失させられる。
その結果、不要既設管を撤去するための掘削作業が不要となるため、不要既設管を土中内から撤去するために掘削作業に費やしていた掘削コストを削減することができるようになった。
【0015】
【0016】
【0017】
【0018】
【発明の実施の形態】
以下に本発明の実施の形態を図面に基づいて説明する。
本発明における不要既設管1の処分方法は、土中内の不要既設管1を撤去することなく土中に残置したまま、管の腐食を促進させる腐食促進手段3により前記不要既設管1を早期に腐食分解して滅失させる。
【0019】
〔第1実施形態〕
土中に残置したまま不要既設管1を撤去することなく処分する方法の第1実施形態は、不要既設管1の腐食を促進させる腐食促進手段3として、土中内で電位の異なる金属を電気的に接続したときに両金属間に構成される電池作用によって卑金属が腐食されるマクロセル腐食(腐食促進手段3の一例)を採用している。
前記マクロセル腐食は、図1に示すように、規制緩和によって浅層埋設が可能となった現在において、新設管2を浅層埋設して連絡替えを行った後、深層に埋設されている不要となった不要既設管1をビル等のコンクリート構造物4中の鉄筋と導線5を介して電気的に接続すると、天然の電池であるマクロセル(大規模腐食電池)が形成される(腐食促進手段3の一例)。
このマクロセルによってコンクリート構造物4中の鉄筋側がカソード(電流が流れこむ方の電極)となり、コンクリート構造物4中の鉄筋よりも電位の低い金属で形成された不要既設管1側がアノード(電流が流れ出す方の電極)となって腐食電流6がアノードである不要既設管1から土壌を介してカソードであるコンクリート構造物4中の鉄筋へと流れる。
このときアノードに激しいマクロセル腐食が生じるので不要既設管1の外面1aから腐食が進行し、比較的短時間で管全体が腐食分解されて不要既設管1が滅失されるから、不要既設管1を撤去せずに土中に残置したままで処分することができ、従来のように不要既設管1を掘り上げて撤去するための掘削作業が不要となる。
【0020】
〔第2実施形態〕
土中に残置したまま不要既設管1を撤去することなく処分する方法の第2実施形態は、不要既設管1の腐食を促進させる腐食促進手段3として、外部電源装置7と対極8とを接続すると共に、前記対極8より被防食対象物9に防食電流を流して前記被防食対象物9を防食する電気防食法(腐食促進手段3の一例)を利用し、前記不要既設管1を前記対極8として腐食を促進させる。
図2に示すように、深層埋設してある不要既設管1に対して、その近傍に新設管2を水平に浅層埋設し、不要既設管1を対極8として外部電源装置7と導線10で接続して不要既設管1から土壌を介して強制的に被防食対象物9である新設管2に向けて防食電流を流して新設管2を防食する。この電位が高い不要既設管1の土壌中へ防食電流11が放出される部位においてアノード反応が促進され、著しい腐食をもたらすため、不要既設管1の外面1aから腐食が進行する。このアノード反応を利用して不要既設管1を腐食分解して滅失させることができるので、従来のように不要既設管1を堀り上げて土中内から撤去するための掘削作業が不要となる。
【0021】
【0022】
【0023】
【0024】
〔別実施形態〕
以下に他の実施形態を説明する。
〈1〉前記不要既設管の内部に、例えば、土壌バクテリアにより分解する樹脂や、脆く崩れやすいコンクリート等充填する構成であっても良い。つまり、前記不要既設管の内部には流体を通す空間が形成されているため腐食されて滅失すると、本来、前記不要既設管が存在した部分の土壌内に略前記不要既設管と同程度の大きさの空間が形成されて土壌崩壊を起こす可能性があるが、上記構成だと、前記不要既設管が腐食されて滅失したとしても前記不要既設管の内部に樹脂や、コンクリート等を充填しておくことにより、前記不要既設管の内部空間に充填した前記樹脂やコンクリート等によって、土壌内に空間が形成されるのを防止することができるため、土壌崩壊を起こすのを防止することができる。
〉尚、前記不要既設管の内部に注入充填する材料は、土壌に対して無害で、土に帰るもの、例えば、土壌バクテリアにより分解する樹脂や、脆く崩れやすいコンクリート等を使用するのが好ましい。これだと、土壌環境に悪影響を与えること無く不要既設管を処分することができる。
【図面の簡単な説明】
【図1】本発明に係わる第1実施形態を示す概念図
【図2】本発明に係わる第2実施形態を示す概念
【符号の説明】
1 不要既設管
3 腐食促進手段
7 外部電源装置
8 対極
9 被防食対象
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a method for disposing of unnecessary existing pipes that have become unnecessary after the replacement of new pipes.
[0002]
[Prior art]
Conventionally, unnecessary existing pipes that became unnecessary after switching to new pipes were quickly excavated and removed from the soil by the usual open-cut method.
[0003]
[Problems to be solved by the invention]
Even now that shallow layer burial is possible due to deregulation, according to the above-mentioned conventional disposal method of unnecessary existing pipes, new pipes were buried deeply during replacement work in which shallow pipes were buried and replaced. Since it was necessary to remove unnecessary existing pipes, it was necessary to deepen the pipes in the end, and although the new pipes could be buried in shallow layers, the effect of reducing drilling costs could not be expected.
[0004]
Accordingly, an object of the present invention is to provide a method for disposing of unnecessary existing pipes that eliminates the above-mentioned problems and can dispose of unnecessary existing pipes without deep drilling to reduce excavation costs.
[0005]
[Means for Solving the Problems]
〔Constitution〕
As illustrated in FIG. 1, the characteristic configuration of the invention of claim 1 is that the unnecessary existing pipe 1 is removed from the unnecessary existing pipe 1 by removing the unnecessary existing pipe 1 by the corrosion promoting means 3 for accelerating the corrosion of the pipe while leaving it in the soil. In the method of disposing of unnecessary existing pipes that cause the pipe 1 to undergo corrosion decomposition at an early stage, as the corrosion accelerating means 3, a base metal is formed by a battery action that is formed between the two metals when metals having different potentials are electrically connected in the soil. By adopting macro cell corrosion, which is corroded, the corrosion of the unnecessary existing pipe 1 is promoted .
[0006]
[0007]
As illustrated in FIG. 2, the characteristic configuration of the invention of claim 2 is that the unnecessary existing pipe 1 is removed from the unnecessary existing pipe 1 by removing the unnecessary existing pipe 1 by the corrosion promoting means 3 for accelerating the corrosion of the pipe while leaving it in the soil. In the method of disposing of unnecessary existing pipes for early corrosion decomposition of the pipe 1, as the corrosion accelerating means 3, an external power source device 7 and a counter electrode 8 are connected and embedded in the vicinity of the unnecessary existing pipe 1 from the counter electrode 8. In addition, an anticorrosion method is used in which an anticorrosion current is applied to the object 9 to be protected to prevent the object 9 to be protected, and the unnecessary existing pipe 1 is used as the counter electrode 8 to promote corrosion.
[0008]
[0009]
[0010]
[0011]
In addition, as mentioned above, although the code | symbol was written in order to make contrast with drawing convenient, this invention is not limited to the structure of an accompanying drawing by this entry.
[0012]
[Action and effect]
According to the invention of claim 1 or 2 , since the unnecessary existing pipe in the soil is left in the soil without being removed, the unnecessary existing pipe is rapidly decomposed and decomposed by the corrosion promoting means for promoting the corrosion of the pipe. Excavation work for removing the unnecessary existing pipe becomes unnecessary.
That is, the corrosion promoting means accelerates the corrosion of the unnecessary existing pipes, and the unnecessary existing pipes are decomposed and destroyed, so that the unnecessary existing pipes can be disposed of without being excavated and left in the soil. Therefore, excavation work for removing unnecessary existing pipes in the soil becomes unnecessary.
As a result, the excavation work for removing the unnecessary existing pipe is not necessary, and the excavation cost spent for the excavation work for removing the unnecessary existing pipe from the soil can be reduced.
[0013]
The macrocell according to the invention of claim 1, in which the pre-Symbol corrosion promoting means, base metals by cell action constituted between both metal when electrically connected different metals potentials in soil is corroded Since corrosion is employed to promote corrosion of the unnecessary existing pipe, excavation work for removing the unnecessary existing pipe becomes unnecessary.
In other words, for example, when the unnecessary existing pipe and a metal having different potentials such as a manhole or a sewage structure such as a sewage are electrically connected, a macro cell (large-scale corrosion battery) that is a natural battery is formed between the two metals. The unnecessary existing pipe side, which is formed and made of base metal, which has a higher ionization tendency than the reinforcing bars in concrete structures such as manholes and buildings, becomes the anode (the electrode on which current flows) to promote corrosion decomposition. Macro-cell corrosion that causes the tube to be lost proceeds. This macro cell corrosion continuously proceeds from the outer surface, and the entire tube is corroded in a relatively short time.
As a result, the excavation work for removing the unnecessary existing pipe is not necessary, and the excavation cost spent for the excavation work for removing the unnecessary existing pipe from the soil can be reduced.
[0014]
Further, according to the invention of claim 2, as a pre-Symbol corrosion promoting means, as well as connecting the external power supply and a counter electrode, a protection current to said object anticorrosion object embedded in the vicinity of the undesired existing pipe from the counter electrode Since the corrosion prevention is promoted by using the anti-corrosion method for preventing the object to be protected from flowing by using the unnecessary existing pipe as the counter electrode, excavation work for removing the unnecessary existing pipe becomes unnecessary.
In other words, for example, the counter electrode is used as the unnecessary existing pipe and the object to be protected is used as a new pipe, and a corrosion protection current is forcibly passed from the unnecessary existing pipe through the soil to the new pipe. At the site where current is discharged into the soil of the unnecessary existing pipe, the anodic reaction is promoted to cause significant corrosion. By utilizing this anode reaction, the unnecessary existing pipe is destroyed by corrosion decomposition.
As a result, the excavation work for removing the unnecessary existing pipe is not necessary, and the excavation cost spent for the excavation work for removing the unnecessary existing pipe from the soil can be reduced.
[0015]
[0016]
[0017]
[0018]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below with reference to the drawings.
In the present invention, the unnecessary existing pipe 1 is disposed of at an early stage by the corrosion promoting means 3 for accelerating the corrosion of the pipe while leaving the unnecessary existing pipe 1 in the soil without being removed. It will be destroyed by corrosive decomposition.
[0019]
[First Embodiment]
In the first embodiment of the method of disposing the existing existing pipe 1 without removing it while remaining in the soil, the corrosion promoting means 3 for accelerating the corrosion of the unnecessary existing pipe 1 is used to electrically connect metals having different potentials in the soil. Macrocell corrosion (an example of the corrosion promoting means 3) is employed in which the base metal is corroded by the battery action formed between the two metals when they are connected together.
As shown in FIG. 1, the macro cell corrosion is not required to be buried in the deep layer after the new pipe 2 is buried in the shallow layer and the connection is changed at the present when the shallow layer can be buried by deregulation. When the unnecessary existing pipe 1 is electrically connected to the reinforcing bar in the concrete structure 4 such as a building through the conductive wire 5, a macro cell (large-scale corrosion battery) which is a natural battery is formed (corrosion promoting means 3). Example).
By this macro cell, the reinforcing bar side in the concrete structure 4 becomes a cathode (electrode through which current flows), and the unnecessary existing pipe 1 side made of metal having a lower potential than the reinforcing bar in the concrete structure 4 becomes the anode (current flows out). Corrosion current 6 flows from the unnecessary existing pipe 1 that is the anode to the rebar in the concrete structure 4 that is the cathode through the soil.
At this time, since severe macrocell corrosion occurs in the anode, corrosion progresses from the outer surface 1a of the unnecessary existing pipe 1, and the entire pipe is corroded and decomposed in a relatively short time, so that the unnecessary existing pipe 1 is lost. It can be disposed of without being removed and left in the soil, and a conventional excavation work for digging up and removing the unnecessary existing pipe 1 becomes unnecessary.
[0020]
[Second Embodiment]
In the second embodiment of the method of disposing of the unnecessary existing pipe 1 without removing it while remaining in the soil, the external power supply device 7 and the counter electrode 8 are connected as the corrosion promoting means 3 for promoting the corrosion of the unnecessary existing pipe 1. In addition, an anti-corrosion method (an example of the corrosion accelerating means 3) in which an anti-corrosion current is passed from the counter electrode 8 to the object 9 to be protected to prevent the object 9 to be protected is used, and the unnecessary existing pipe 1 is connected to the counter electrode. 8 promotes corrosion.
As shown in FIG. 2, with respect to the unnecessary existing pipe 1 buried in the deep layer, a new pipe 2 is horizontally buried in the vicinity thereof, and the unnecessary existing pipe 1 is used as a counter electrode 8 with an external power supply device 7 and a conductor 10. The new pipe 2 is anticorrosive by flowing an anticorrosion current from the unnecessary existing pipe 1 through the soil to the new pipe 2 that is the object 9 to be protected. Since the anode reaction is promoted at the site where the anticorrosion current 11 is released into the soil of the unnecessary existing pipe 1 having a high potential, and significant corrosion occurs, the corrosion proceeds from the outer surface 1a of the unnecessary existing pipe 1. Since the unnecessary existing pipe 1 can be destroyed by corrosion decomposition using this anode reaction, the excavation work for digging up the unnecessary existing pipe 1 and removing it from the soil as in the prior art becomes unnecessary. .
[0021]
[0022]
[0023]
[0024]
[Another embodiment]
Other embodiments will be described below.
<1> the inside of the unnecessary existing pipe, if example embodiment, and the resin is decomposed by soil bacteria, may be configured to fill brittle collapse easily such as concrete. That is, the when the interior of the unwanted existing pipe to loss is because corrosion was formed a space through which fluid, originally the substantially said undesired existing pipe as much unnecessary existing pipe is in soil exists portion of the space size is formed that can cause soil collapse, but if it above configuration, the or resin in the interior of the unnecessary existing pipe as required existing pipe has loss is corrosion, concrete, etc. By filling the space, it is possible to prevent the space from being formed in the soil by the resin, concrete, etc. filled in the internal space of the unnecessary existing pipe, and thus preventing the soil from collapsing. Can do.
< 2 > It should be noted that the material to be injected and filled into the unnecessary existing pipe is harmless to the soil and returned to the soil, for example, a resin that decomposes by soil bacteria or a concrete that is brittle and easily collapses. preferable. In this case, unnecessary existing pipes can be disposed of without adversely affecting the soil environment.
[Brief description of the drawings]
FIG. 1 is a conceptual diagram showing a first embodiment according to the present invention. FIG. 2 is a conceptual diagram showing a second embodiment according to the present invention .
1 unnecessary existing pipe 3 corrosion promoting means 7 external power supply 8 counter 9 the anticorrosion object

Claims (2)

土中内の不要既設管を撤去することなく土中に残置したまま、管の腐食を促進させる腐食促進手段により前記不要既設管を早期に腐食分解させる不要既設管の処分方法で、前記腐食促進手段として、土中内で電位の異なる金属を電気的に接続したときに両金属間に構成される電池作用によって卑金属が腐食されるマクロセル腐食を採用して、前記不要既設管の腐食を促進する不要既設管の処分方法。 While leaving the soil without removing the unnecessary existing pipe in the soil, said at unnecessary existing pipe early disposal of unwanted existing pipe to corrode degrade due to corrosion promoting means for promoting corrosion of the tube, the accelerated corrosion As a means, by adopting macrocell corrosion in which base metal is corroded by the battery action formed between the two metals when they are electrically connected in the soil, the corrosion of the unnecessary existing pipe is promoted. How to dispose of unnecessary existing pipes. 土中内の不要既設管を撤去することなく土中に残置したまま、管の腐食を促進させる腐食促進手段により前記不要既設管を早期に腐食分解させる不要既設管の処分方法で、前記腐食促進手段として、外部電源装置と対極とを接続すると共に、前記対極より前記不要既設管の近傍に埋設された被防食対象物に防食電流を流して前記被防食対象物を防食する電気防食法を利用し、前記不要既設管を前記対極として腐食を促進させる不要既設管の処分方法。 Accelerate corrosion by disposing of unnecessary existing pipes at an early stage by corrosion-promoting means that accelerates corrosion of the pipes while leaving them in the soil without removing them. As a means, an external anti-corrosion method is used in which an external power supply device and a counter electrode are connected and an anti-corrosion current is passed from the counter electrode to an object to be protected embedded in the vicinity of the unnecessary existing pipe to prevent the object to be corroded. and, disposal of unnecessary existing pipe that promotes the corrosion of the unnecessary existing pipe as the counter electrode.
JP2000083695A 2000-03-24 2000-03-24 Disposal of unnecessary existing pipes Expired - Fee Related JP4318376B2 (en)

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JP4734174B2 (en) * 2006-05-17 2011-07-27 東京瓦斯株式会社 Abolition method and new pipe laying method
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