JP2001182863A - Disposal method of buried pipe - Google Patents

Disposal method of buried pipe

Info

Publication number
JP2001182863A
JP2001182863A JP36809499A JP36809499A JP2001182863A JP 2001182863 A JP2001182863 A JP 2001182863A JP 36809499 A JP36809499 A JP 36809499A JP 36809499 A JP36809499 A JP 36809499A JP 2001182863 A JP2001182863 A JP 2001182863A
Authority
JP
Japan
Prior art keywords
buried pipe
buried
pipe
carbon rod
disposal method
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
JP36809499A
Other languages
Japanese (ja)
Inventor
Yukinobu Satake
志伸 佐竹
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.)
Tokyo Gas Co Ltd
Original Assignee
Tokyo 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 Tokyo Gas Co Ltd filed Critical Tokyo Gas Co Ltd
Priority to JP36809499A priority Critical patent/JP2001182863A/en
Publication of JP2001182863A publication Critical patent/JP2001182863A/en
Pending legal-status Critical Current

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  • Processing Of Solid Wastes (AREA)

Abstract

PROBLEM TO BE SOLVED: To waste a buried pipe in a buried condition without exerting wrong effect on homebuilding and the like. SOLUTION: A carbon rod 11 is disposed in a buried pipe 10, electrolyte 12 and an insulating base material 13 are filled therein, voltage is applied between the carbon rod 11 and the buried pipe 10, and thereby, electric corrosion of the buried pipe 10 is treated, and furthermore, mechanical strength is lost.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、道路下に埋設され
ているガス配管の導管(本管又は支管)より分岐されて
需要先の宅地内に引き込まれた埋設供給管等の埋設管に
対して、該埋設管を埋設状態のままで廃棄処理する埋設
管の廃棄処理工法に関する。
BACKGROUND OF THE INVENTION The present invention relates to a buried pipe such as a buried supply pipe branched from a gas pipe conduit (main pipe or branch pipe) buried under a road and drawn into a demanded residential land. The present invention also relates to a disposal method of a buried pipe for disposing the buried pipe in a buried state.

【0002】[0002]

【従来の技術】図2は、道路下に埋設されている本支管
から需要先の宅地内に至る供給管の配管系を示す説明図
である。図において、符号1は道路面aの下に所要の埋
設深度で敷設されている本管又は支管と称される導管で
あり、符号2はその導管1より分岐されて需要先の宅地
b内に引き込まれた供給管及び内管である。ここで、宅
地内の住宅が撤去されて宅地が更地になった場合には、
上記の供給管は、道路と宅地の境界線付近で切断され、
不使用供給管2aとして撤去する必要がある。
2. Description of the Related Art FIG. 2 is an explanatory view showing a piping system of a supply pipe extending from a main pipe buried under a road to a residential land of a demand destination. In the figure, reference numeral 1 denotes a conduit called a main pipe or a branch pipe laid below a road surface a at a required burial depth, and reference numeral 2 denotes a branch branched from the conduit 1 and located in a residential land b of a demand destination. The supply pipe and the inner pipe that are retracted. Here, if the house in the residential land is removed and the residential land is vacant,
The above-mentioned supply pipe is cut near the boundary between road and residential land,
It is necessary to remove the unused supply pipe 2a.

【0003】従来、上記の不使用供給管2aの撤去作業
は、埋設された不使用供給管2aの全域を掘り起こして
撤去するか、或いは図3に示すように、不使用供給管2
aの両側に掘り出し箇所A,Bを掘削し、一方側の掘り
出し箇所A内に管引き抜き装置3をセットして、この管
引き抜き装置3で不使用供給管2aを引き抜き、掘り出
し箇所Aの幅相当分だけ引き抜いた引き出し部分2a’
を切断除去し、この引き抜きと切断除去を繰り返して不
使用供給管2aを撤去していた。
Conventionally, the operation of removing the unused supply pipe 2a is performed by excavating and removing the entire area of the buried unused supply pipe 2a, or as shown in FIG.
Excavation points A and B are excavated on both sides of a, and a pipe extracting device 3 is set in the excavating point A on one side. Drawer part 2a '
Was cut and removed, and the drawing and cutting and removing were repeated to remove the unused supply pipe 2a.

【0004】[0004]

【発明が解決しようとする課題】供給管2aを埋設状態
で放置すると、水道管工事等の他工事等に影響を及ぼし
都合が悪い。しかしながら、供給管を撤去する際には、
上記従来の供給管全域を掘り起こして撤去する工法によ
ると、掘削及び埋め戻しに多大な経費と時間を要する問
題がある。また、上記の管引き抜き装置を用いた工法に
よると、掘削埋め戻し箇所が掘り出し箇所A,Bのみと
なって掘削埋め戻しに要する労力は軽減されるものの、
管の引き抜き切断除去を何度も繰り返さなければならな
いために作業時間が長期化する問題があり、また、多大
な動力を要する管引き抜き装置を用いるために、全体と
して経費が嵩む問題がある。更に、後者の管引き抜き装
置を用いた工法によると、作業後に埋設管の引き抜き跡
に空洞が形成され、この空洞が住宅の基盤に影響を及ぼ
すといった問題もあった。
If the supply pipe 2a is left in a buried state, it adversely affects other works such as water pipe work, which is inconvenient. However, when removing supply pipes,
According to the above-mentioned conventional method of excavating and removing the entire supply pipe, there is a problem that digging and backfilling require a large amount of cost and time. Further, according to the method using the above-described pipe drawing device, the excavation and backfilling portion is only the excavated portions A and B, and the labor required for excavation and backfilling is reduced.
There is a problem that the working time is prolonged because the drawing and cutting of the pipe must be repeated many times, and there is a problem that the cost is increased as a whole because a pipe drawing device requiring a large amount of power is used. Further, according to the latter method using a pipe drawing device, there is a problem that a cavity is formed in a drawing trace of a buried pipe after work, and this cavity affects a base of a house.

【0005】本発明は、このような事情に対処するため
に提案されたものであって、道路下に残置されている埋
設管は撤去しなければならないという概念を根本的に覆
し、埋設管を埋設状態のままで他工事等に影響が及ばな
いように廃棄処理し、埋設管の撤去作業における上記の
問題を根本的に解消することを目的とするものである。
The present invention has been proposed in order to cope with such a situation, and fundamentally reverses the concept that buried pipes left under a road must be removed. It is an object of the present invention to dispose of the buried pipe so as not to affect other works and to eliminate the above-mentioned problem in removing the buried pipe.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するため
に、請求項1記載による本発明においては、埋設管の廃
棄処理工法は、地下に埋設された金属製の埋設管に対し
て、内部に棒状電極を配設すると共に絶縁性基材と電解
液を充填し、前記棒状電極と埋設管の間に電圧を印可し
て該埋設管を電蝕処理することを特徴とする。
In order to achieve the above object, according to the first aspect of the present invention, a method of disposing of a buried pipe is performed by removing a metal buried pipe buried underground. A rod-shaped electrode is provided, an insulating substrate and an electrolytic solution are filled, and a voltage is applied between the rod-shaped electrode and the buried pipe to subject the buried pipe to electrolytic corrosion treatment.

【0007】また請求項2記載による本発明において
は、地下に埋設された金属製の埋設管に対して、内部に
腐食促進液を注入し、該埋設管を腐食処理することを特
徴とする。
The present invention according to claim 2 is characterized in that a corrosion promoting liquid is injected into a metal buried pipe buried underground, and the buried pipe is subjected to corrosion treatment.

【0008】また請求項3記載による本発明において
は、地下に埋設された金属製の埋設管に対して、該埋設
管内部に液体窒素を注入し、該埋設管を脆化させること
を特徴とする。
According to a third aspect of the present invention, for a metal buried pipe buried underground, liquid nitrogen is injected into the buried pipe to embrittle the buried pipe. I do.

【0009】上記構成によると、埋設管は速やかに腐食
処理または脆化されて構造物としての強度を失う。その
ため、他工事等で掘削作業を行った際に、埋設管は強度
を失っているため、この埋設管が影響をもたらすことは
ない。また、埋設管は原型をとどめていないものの地中
に介在するため、地下に空洞が形成される不都合もな
い。これにより、不要となった埋設管を撤去する必要が
ないので、撤去作業に要する経費及び時間の無駄を省く
ことができる。
According to the above construction, the buried pipe is rapidly corroded or embrittled, and loses its structural strength. Therefore, when the excavation work is performed in another construction or the like, the buried pipe has no strength, and the buried pipe has no influence. Moreover, although the buried pipe does not keep its original shape, it is interposed in the ground, so that there is no inconvenience that a cavity is formed underground. This eliminates the necessity of removing unnecessary buried pipes, so that the cost and time required for the removal work can be saved.

【0010】[0010]

【発明の実施の形態】以下、本発明の実施例を図面を参
照して説明する。図1は本発明の一実施例に係る埋設管
の廃棄処理工法を示す説明図である。10は上述した供
給管等の鉄管からなる埋設管である。この埋設管に対し
て内部に棒状電極である炭素棒11を配設する。この炭
素棒11の配設は、炭素棒11を短片に切断して可撓性
導電材で繋いで全体を可撓性にし、図3に示すような掘
り出し箇所を形成して埋設管10の片側から挿入しても
よいし、或いは管の埋設時に予め管内に配設しておいて
もよい。そして、この炭素棒11が配設された埋設管1
0に対して、炭素棒11の周囲に塩水等の電解液12と
砂利,砂等の絶縁性基材13の混合物を流入して充填す
る。この際に炭素棒11が埋設管10の内面に接触しな
いように絶縁性基材を充填することが重要である。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is an explanatory view showing a disposal method of a buried pipe according to one embodiment of the present invention. Reference numeral 10 denotes a buried pipe made of an iron pipe such as the supply pipe described above. A carbon rod 11, which is a rod-shaped electrode, is disposed inside the buried pipe. The arrangement of the carbon rod 11 is performed by cutting the carbon rod 11 into short pieces and connecting them with a flexible conductive material to make the whole flexible, forming a dug portion as shown in FIG. Or may be arranged in the pipe in advance when the pipe is buried. The buried pipe 1 on which the carbon rod 11 is disposed
In contrast, around a carbon rod 11, a mixture of an electrolyte solution 12 such as salt water and an insulating base material 13 such as gravel and sand flows and fills. At this time, it is important to fill the insulating base material so that the carbon rod 11 does not contact the inner surface of the buried pipe 10.

【0011】この炭素棒11の配設と電解液12及び絶
縁性基材13の充填が完了した後、炭素棒11を陰極に
埋設管10を陽極に接続して、両者間に電圧を印可す
る。これのよって、鉄管である埋設管10において、 Fe→Fe+ 2+2e- なるイオン化反応が進行し、埋設管10を酸化鉄にして
腐食させることができる。上記の電圧印可は、埋設管1
0が腐食してその機械的な強度が失われるまで継続す
る。そして、これが完了すると炭素棒11を撤去する。
After the disposition of the carbon rod 11 and the filling of the electrolyte 12 and the insulating substrate 13 are completed, the carbon rod 11 is connected to the cathode and the buried tube 10 is connected to the anode, and a voltage is applied between the two. . Depending of this, in the buried pipe 10 is an iron pipe, Fe → Fe + 2 + 2e - ionization reaction proceeds made, it can corrode the buried pipe 10 in the iron oxide. The above voltage is applied to the buried pipe 1
Continue until the 0 erodes and loses its mechanical strength. Then, when this is completed, the carbon rod 11 is removed.

【0012】これによると、腐食した埋設管と絶縁性基
材が地下に残ることになるが、腐食した埋設管は機械的
な強度が失われているので、掘削等の基礎工事に対して
何ら影響を及ぼすことがなく、また、埋設管内は絶縁性
基材で埋められているので地盤沈下等の不都合も生じな
い。
According to this, the corroded buried pipe and the insulating base material remain underground, but the corroded buried pipe loses its mechanical strength, so that there is no need for any foundation work such as excavation. There is no influence, and since the inside of the buried pipe is buried with an insulating base material, there is no inconvenience such as land subsidence.

【0013】上記の実施例では鉄管を例に説明したが、
電蝕処理が可能な他の金属管に対しても適用可能である
ことは言うまでもない。また、埋設管の内面がメッキ処
理されている場合には、メッキを除去する工程を前処理
として行うことによってより効果的に埋設管の腐食を進
行させることができる。
In the above embodiment, an iron pipe has been described as an example.
It is needless to say that the present invention can be applied to other metal pipes capable of performing the electrolytic corrosion treatment. Further, when the inner surface of the buried pipe is plated, the corrosion of the buried pipe can be more effectively advanced by performing the step of removing the plating as a pretreatment.

【0014】また、第2実施例として、図示しないが、
埋設管内に弱酸性水溶液等の腐食促進液を砂利と共に注
入し、該埋設管を強制的に腐食させる。その結果、上述
と同様に、腐食した埋設管は機械的な強度が失われてい
るので、掘削等の基礎工事に対して何ら影響を及ぼすこ
とがなく、地中に空洞を形成しないため、地盤沈下等の
不都合も生じない。
As a second embodiment, not shown,
A corrosion-promoting solution such as a weakly acidic aqueous solution is injected into the buried pipe together with the gravel, and the buried pipe is forcibly corroded. As a result, as described above, the corroded buried pipe has no mechanical strength, so it has no effect on foundation work such as excavation, and does not form a cavity in the ground. There is no inconvenience such as settlement.

【0015】さらに第3実施例にとして、図示しない
が、埋設管の一端開口部より該埋設管内に液体窒素ガス
を封入する。すると該埋設管の温度は急激に低下して脆
化し、構造物としての強度を失う。その結果、上述と同
様に、腐食した埋設管は機械的な強度が失われているの
で、掘削等の基礎工事に対して何ら影響を及ぼすことが
なく、地中に空洞を形成しないため、地盤沈下等の不都
合も生じない。
Further, as a third embodiment, although not shown, liquid nitrogen gas is sealed in the buried pipe from one end opening of the buried pipe. Then, the temperature of the buried pipe rapidly decreases and becomes brittle, and loses the strength as a structure. As a result, as described above, the corroded buried pipe has no mechanical strength, so it has no effect on foundation work such as excavation, and does not form a cavity in the ground. There is no inconvenience such as settlement.

【0016】[0016]

【発明の効果】本発明は上記のように構成されるので、
埋設管を埋設状態のままで他工事等に影響が及ばないよ
うに廃棄処理できる。これにより、不要となった埋設管
を撤去する必要がなくなり、撤去作業に要する経費及び
時間を省くことができる。
Since the present invention is configured as described above,
It is possible to dispose of the buried pipe so that it will not affect other works while buried. This eliminates the need to remove unnecessary buried pipes, and saves cost and time required for removal work.

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

【図1】本発明の実施例を示す説明図。FIG. 1 is an explanatory view showing an embodiment of the present invention.

【図2】ガス配管の導管から需要先の宅地内の内管に至
る供給管の配管系を示す説明図。
FIG. 2 is an explanatory diagram showing a piping system of a supply pipe from a gas pipe conduit to an inner pipe in a residential land of a demand destination.

【図3】従来例を示す説明図。FIG. 3 is an explanatory view showing a conventional example.

【符号の説明】[Explanation of symbols]

10 埋設管 11 炭素棒 12 電解液 13 絶縁性基材 Reference Signs List 10 buried pipe 11 carbon rod 12 electrolyte 13 insulating base material

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 地下に埋設された金属製の埋設管に対し
て、内部に棒状電極を配設すると共に絶縁性基材と電解
液を充填し、前記棒状電極と埋設管の間に電圧を印可し
て該埋設管を電蝕処理することを特徴とする埋設管の廃
棄処理工法。
A metal buried pipe buried underground is provided with a rod-shaped electrode therein, filled with an insulating base material and an electrolyte, and a voltage is applied between the rod-shaped electrode and the buried pipe. A method of disposing of a buried pipe, wherein the method is applied and the buried pipe is subjected to electrolytic corrosion treatment.
【請求項2】 地下に埋設された金属製の埋設管に対し
て、内部に腐食促進液を注入し、該埋設管を腐食処理す
ることを特徴とする埋設管の廃棄処理工法。
2. A disposal method for a buried pipe, wherein a corrosion promoting liquid is injected into a metal buried pipe buried underground, and the buried pipe is corroded.
【請求項3】 地下に埋設された金属製の埋設管に対し
て、該埋設管内部に液体窒素を注入し、該埋設管を脆化
させることを特徴とする埋設管の廃棄処理工法。
3. A disposal method for a buried pipe, wherein liquid nitrogen is injected into the buried pipe into a metal buried pipe buried underground to embrittle the buried pipe.
JP36809499A 1999-12-24 1999-12-24 Disposal method of buried pipe Pending JP2001182863A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP36809499A JP2001182863A (en) 1999-12-24 1999-12-24 Disposal method of buried pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP36809499A JP2001182863A (en) 1999-12-24 1999-12-24 Disposal method of buried pipe

Publications (1)

Publication Number Publication Date
JP2001182863A true JP2001182863A (en) 2001-07-06

Family

ID=18490965

Family Applications (1)

Application Number Title Priority Date Filing Date
JP36809499A Pending JP2001182863A (en) 1999-12-24 1999-12-24 Disposal method of buried pipe

Country Status (1)

Country Link
JP (1) JP2001182863A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110792104A (en) * 2019-11-19 2020-02-14 上海建工二建集团有限公司 Method and device for removing obstacles by oxidizing corrosion of existing in-situ metal tube well
JPWO2022097194A1 (en) * 2020-11-04 2022-05-12

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110792104A (en) * 2019-11-19 2020-02-14 上海建工二建集团有限公司 Method and device for removing obstacles by oxidizing corrosion of existing in-situ metal tube well
JPWO2022097194A1 (en) * 2020-11-04 2022-05-12
WO2022097194A1 (en) * 2020-11-04 2022-05-12 日本電信電話株式会社 Structure management system

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