JP3215731B2 - Non-drilling cutoff method for unused supply pipes - Google Patents

Non-drilling cutoff method for unused supply pipes

Info

Publication number
JP3215731B2
JP3215731B2 JP32739292A JP32739292A JP3215731B2 JP 3215731 B2 JP3215731 B2 JP 3215731B2 JP 32739292 A JP32739292 A JP 32739292A JP 32739292 A JP32739292 A JP 32739292A JP 3215731 B2 JP3215731 B2 JP 3215731B2
Authority
JP
Japan
Prior art keywords
supply pipe
pipe
resin
unused
opening
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
Application number
JP32739292A
Other languages
Japanese (ja)
Other versions
JPH06147364A (en
Inventor
基之 古賀
宣勝 池
Original Assignee
株式会社ハッコー
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 株式会社ハッコー filed Critical 株式会社ハッコー
Priority to JP32739292A priority Critical patent/JP3215731B2/en
Publication of JPH06147364A publication Critical patent/JPH06147364A/en
Application granted granted Critical
Publication of JP3215731B2 publication Critical patent/JP3215731B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Pipe Accessories (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、道路下に埋設されてい
るガス配管の導管(本管または支管)より分岐されて需
要先の宅地内に引き込まれた供給管で、使用中止により
宅地内の内管部分が撤去され、引込み供給管の部分がそ
のまま埋設状態で残存放置されている不使用供給管の非
掘削遮断工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a supply pipe which is 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 relates to a non-excavation and blocking method for an unused supply pipe in which an inner pipe part is removed and a part of the supply pipe is left buried and left as it is.

【0002】[0002]

【従来の技術】ガス配管において、上述の導管より分岐
されて需要先の宅地内に引き込まれた供給管は、これが
使用中止された時、通常、道路と宅地の境界線を境とし
てその宅地内に配管された内管部分は撤去される。この
場合、敷地境界線より道路側の導管分岐点に至る引込み
供給管の部分は埋設状態のまま残存放置され、このよう
に残存放置されている管を未整理供給管または不使用供
給管と呼んでいる。この不使用供給管は、その撤去側の
末端を閉塞処理していることから管路よりのガス漏出は
一応防止されているが、永年にわたり放置されている
と、残存する管の管壁の腐食が進行して、その腐食孔か
らガス漏洩が生ずる恐れがある。
2. Description of the Related Art In a gas pipe, when a supply pipe branched from the above-mentioned conduit and drawn into a demanded residential land, when the supply pipe is discontinued, the supply pipe is usually separated from the boundary line between the road and the residential land. The inner pipe part piped to is removed. In this case, the part of the incoming supply pipe from the site boundary line to the road branch point on the road is left buried and left as it is, and the remaining pipe is called an unarranged supply pipe or an unused supply pipe. In. This unused supply pipe is prevented from leaking gas from the pipe line because the removal end is clogged, but if left unused for a long time, the remaining pipe wall may be corroded. Progresses, and gas leakage may occur from the corrosion hole.

【0003】従来、このような不使用供給管に対しての
漏洩防止処理としては、道路を掘り起して導管の分岐部
を地上に露出させ、分岐された引込み供給管を切断して
導管との接続開口部を閉塞処理する工事が行なわれてい
た。ところがこの工法では、上述の漏洩防止工事を行う
際、まず、交通を遮断して舗装を破砕し、次いで、導管
の分岐部を地上に露出するための掘削を行い、作業者が
その掘削穴内に入って処理作業を行う関係から、掘削穴
はこれを比較的に大きく掘るので、その掘削穴の掘取り
工事が大変で、掘削工事に多大の手数と時間がかかる
上、さらに掘削跡を埋め戻して填圧し、再舗装するな
ど、工事全体に多大の時間と費用を要する等の問題点が
あった。
Conventionally, as a leakage prevention process for such an unused supply pipe, a road is dug up to expose a branch portion of the conduit to the ground, and the branched supply pipe is cut to form a conduit. The work to close the connection opening of this was done. However, in this method, when performing the above-mentioned leakage prevention work, firstly, the traffic was cut off and the pavement was crushed, and then excavation was performed to expose the branch of the conduit to the ground. Because of the work involved, the excavation hole is relatively large, so it is difficult to dig the excavation hole, which takes a lot of time and effort, and backfills the excavation site. There was a problem that it took a lot of time and cost for the whole construction, such as re-paving and re-paving.

【0004】そこで本出願人は、特開平4−18599
4号公報において、上記不使用供給管の、撤去側におけ
る末端閉塞部を掘り出して開口部を設け、該開口部より
導管の分岐点に至る管長を測長して管内径と管長とより
不使用供給管の管内全域に閉塞充満される樹脂量を計算
し、その量に相当した樹脂を、上記開口部に接続した樹
脂注入器より流体圧により管内に注入して不使用供給管
の管内全域を樹脂で充満するように閉塞施工する不使用
供給管の漏洩防止工法を提案している。
Accordingly, the applicant of the present invention has disclosed Japanese Patent Application Laid-Open No. HEI 4-18599.
In JP-A-4, the end of the unused supply pipe is dug at the withdrawal side to form an opening, and the length of the pipe from the opening to the branch point of the conduit is measured to make the pipe inner diameter and the pipe length less useless. Calculate the amount of resin that is clogged and filled in the entire area of the supply pipe, and inject the resin corresponding to the amount into the pipe by fluid pressure from a resin injector connected to the opening to fill the entire area of the unused supply pipe. We have proposed a method for preventing leakage of unused supply pipes that are closed to fill with resin.

【0005】[0005]

【発明が解決しようとする課題】ところで、上記不使用
供給管の管内全域に閉塞充満される樹脂は、通常、常温
硬化型の主剤と硬化剤とからなる二液混合型高粘度樹脂
が用いられ、その価格はかなり高価なものであり、不使
用供給管の管内全域を閉塞充満するには大量の樹脂を必
要とし、コスト高になるという問題点があった。一方、
不使用供給管を特定の位置で気密に閉塞するのに要する
樹脂量は、僅かなものであり、不使用供給管の管内全域
を高価な樹脂により閉塞充満する必要はなかった。
As the resin filled and filled in the entire area of the unused supply pipe, a two-pack mixed type high-viscosity resin composed of a room temperature-curable main agent and a curing agent is usually used. However, the price is rather expensive, and there is a problem that a large amount of resin is required to fill and fill the entire area of the unused supply pipe, resulting in an increase in cost. on the other hand,
The amount of resin required for hermetically closing the unused supply pipe at a specific position was small, and it was not necessary to fill the entire area of the unused supply pipe with the expensive resin.

【0006】本発明は、上述のような問題点を解決する
ために、比較的簡単な工事によって不使用供給管からの
ガス漏洩を完全に防止でき、しかも高価な樹脂の使用量
をきわめて少なくしてコストダウンが図れるようにした
非掘削遮断工法を提供することを目的とするものであ
る。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention can completely prevent gas leakage from an unused supply pipe by a relatively simple construction, and can minimize the amount of expensive resin used. It is an object of the present invention to provide a non-exciting cutoff method capable of reducing costs by using the method.

【0007】[0007]

【課題を解決するための手段】上記目的を達成するた
め、本発明は、道路下に埋設されている導管より分岐さ
れて需要先の宅地内に引込まれた供給管で、使用中止に
より宅地内の内管部分が撤去され、上記供給管がそのま
ま埋設状態で残存放置されている不使用供給管に対し
て、樹脂を注入して閉塞,遮断する非掘削遮断工法にお
いて、上記不使用供給管の、撤去側における末端閉塞部
を掘り出して開口部を設け、該開口部より導管の分岐点
に至る管長を測長して管内径と管長とより不使用供給管
の管内容積を計算し、上記開口部から、管を閉塞,遮断
するのに必要な量の樹脂と、スポンジのような材料から
なる混合防止部材と、セメントあるいはアスファルトモ
ルタル等の流動充填材とを順に挿入して、流動充填材に
より樹脂を導管の分岐点近くまで押動させ、その位置で
樹脂及び流動充填材を固化させて管を閉塞するようにし
たことを特徴とする。
In order to achieve the above-mentioned object, the present invention relates to a supply pipe which is branched from a conduit buried under a road and drawn into a residential land of a demand destination. The inner pipe portion is removed, and the supply pipe is closed and cut off by injecting resin into the unused supply pipe which is left buried in the buried state. Excavating the end blockage on the removal side to provide an opening, measuring the length of the pipe from the opening to the branch point of the conduit, calculating the inner diameter of the pipe, the pipe length, and the internal volume of the unused supply pipe, From the part, insert the necessary amount of resin to close and block the pipe, a mixing prevention member made of a material such as sponge, and a fluid filler such as cement or asphalt mortar in order. Branch of conduit to resin It is pushed to near, characterized in that so as to close the resin and flowing the filler is solidified tube at that position.

【0008】[0008]

【作用】上記の構成により本発明の不使用供給管の非掘
削遮断工法では、その宅地側における撤去末端部を掘り
起して開口部を設け、この開口部より、管を閉塞,遮断
する樹脂を不使用供給管の導管分岐点近くまで流動充填
材により押動させ、流動充填材と共に固化させる工法で
あるから、道路側を深く掘り起して導管との分岐部を地
上に露出させる必要がなく、よって舗装の破砕や、掘削
穴を深くかつ大きく掘り上げる必要がなく、また掘削跡
の再舗装も不要となる等の理由から、処理工事が大巾に
簡略化され、工事期間や工事費用を大巾に低減できる。
According to the above construction, in the non-exciting and non-excavating method of the unused supply pipe of the present invention, an opening is formed by excavating the removal end on the residential land side, and a resin for closing and blocking the pipe from the opening. It is a method of pushing the unused supply pipe near the branch point of the conduit with the flowing filler and solidifying it together with the flowing filler, so it is necessary to excavate the road side deeply and expose the branch with the conduit to the ground. Therefore, it is not necessary to crush the pavement and dig deep and large excavation holes, and it is not necessary to repave the excavated traces. Can be greatly reduced.

【0009】またその工法は、不使用供給管の撤去側に
おける末端開口部より、管を閉塞,遮断するのに必要な
量の樹脂を、混合防止部材を介在させて安価な流動充填
材により不使用供給管の導管分岐点近くまで押動し、流
動充填材と共に固化させる工法であるから、従来の不使
用供給管全体に樹脂を閉塞充満する工法のように高価な
樹脂を大量に必要とせず、従って低コストで施工でき
る。また、混合防止部材により樹脂と流動充填材とが混
合することがなく、さらに樹脂で閉塞した以外の不使用
供給管部分は、セメントあるいはアスファルトモルタル
等の流動充填材が充填され、固化した状態であるので、
供給管が腐食しても、それが中空の場合のように地面が
陥没するようなことはない。
[0009] Further, in this method, the amount of resin necessary for closing and blocking the pipe is removed from the terminal opening on the withdrawal side of the unused supply pipe by an inexpensive fluid filler through a mixing preventing member. This method pushes the pipe near the branch point of the used supply pipe and solidifies it together with the fluid filler, so that a large amount of expensive resin is not required unlike the conventional method of plugging and filling the entire unused supply pipe with resin. Therefore, construction can be performed at low cost. In addition, the resin and the fluid filler are not mixed by the mixing preventing member, and the unused supply pipe portion other than the blockage with the resin is filled with a fluid filler such as cement or asphalt mortar and solidified. Because there is
If the supply tube corrodes, the ground will not collapse as it would be if it were hollow.

【0010】[0010]

【実施例】以下、本発明の実施例を図面に基づいて説明
する。図6は本発明による不使用供給管の配管系を示す
説明図で、図中、1は道路面aの下に所要の埋設深度で
布設されている本管,支管と称される導管であり、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
れた供給管である。この引込み供給管2は、使用中止に
より、道路面aと宅地bとの境界線cより、宅地b内に
おいて仮想線で示す内管部分が撤去され、その撤去位置
dより道路側の導管1に至る供給管2の部分がそのまま
埋設状態で残存放置されている。(この残存する供給管
2の部分を以後の説明では不使用供給管という。)
Embodiments of the present invention will be described below with reference to the drawings. FIG. 6 is an explanatory view showing a piping system of an unused supply pipe according to the present invention. In the drawing, reference numeral 1 denotes a conduit called a main pipe and a branch pipe laid below a road surface a at a required burial depth. Reference numeral 2 denotes a supply pipe branched from the conduit 1 and drawn into the demand destination residential land b. Due to the suspension, the inner pipe portion indicated by the imaginary line in the residential land b is removed from the boundary line c between the road surface a and the residential land b, and the retracted supply pipe 2 is connected to the conduit 1 on the road side from the removed position d. The part of the supply pipe 2 that reaches is left as it is buried. (The remaining supply pipe 2 is referred to as an unused supply pipe in the following description.)

【0011】本発明においては、図1ないし図5に示す
ように、上記不使用供給管2の、宅地b側における撤去
位置dの末端閉塞部を掘削穴A内に掘り出し、その末端
閉塞部に開口部2aを設ける。この開口部2aが開口さ
れた時点で、開口部2aから導管1の分岐点に至る管長
Lを測長し、不使用供給管2の内径eと管長Lとより不
使用供給管2全体の管内容積を計算する。
In the present invention, as shown in FIGS. 1 to 5, a terminal blockage at the removal position d on the residential land b side of the unused supply pipe 2 is dug into a digging hole A, and An opening 2a is provided. When the opening 2a is opened, the pipe length L from the opening 2a to the branch point of the conduit 1 is measured, and the inner diameter e and the pipe length L of the unused supply pipe 2 are used to determine the length of the unused supply pipe 2 as a whole. Calculate the volume.

【0012】そして開口部2aに、内部の透視ができる
透明のホース3を接続して、まず図2のように樹脂注入
器4を接続する。樹脂注入器4はその内部に樹脂を精度
よく送り出すポンプ装置5が設けられていて、タンク内
に収容した樹脂を一定量ずつ送り出すようにしてある。
樹脂注入器4からは、不使用供給管2を閉塞,遮断する
のに必要な予め計算された量の高粘度樹脂6が、ポンプ
装置5により精度よく押し出されてホース3を通って不
使用供給管2内に押し込まれる。
Then, a transparent hose 3 through which the inside can be seen is connected to the opening 2a, and a resin injector 4 is first connected as shown in FIG. The resin injector 4 is provided with a pump device 5 for accurately feeding the resin therein, so that the resin contained in the tank is fed out by a fixed amount.
From the resin injector 4, a pre-calculated amount of the high-viscosity resin 6 necessary for closing and blocking the unused supply pipe 2 is accurately extruded by the pump device 5 and is supplied through the hose 3. Pushed into tube 2.

【0013】ここに高粘度樹脂6は、常温硬化型の主剤
(2/3)と硬化剤(1/3)とからなる二液混合型樹
脂(エポキシ樹脂)が用いられ、その不使用供給管2に
充填される樹脂量は、前述のように不使用供給管2の管
口径eから所要長さが決定される。樹脂注入器4のポン
プ装置5は、注入される樹脂6の量が計測できるように
なっている。
As the high-viscosity resin 6, a two-pack type resin (epoxy resin) composed of a room-temperature-curable main agent (2/3) and a curing agent (1/3) is used. The required amount of the resin to be filled into the pipe 2 is determined from the pipe diameter e of the unused supply pipe 2 as described above. The pump device 5 of the resin injector 4 can measure the amount of the resin 6 to be injected.

【0014】上述の所定量の高粘度樹脂6が、開口部2
aから不使用供給管2内に注入されたならば、開口部2
aからホース3を取り外し、不使用供給管2に注入され
た高粘度樹脂6の後部から、スポンジのような可撓性材
料からなるピグ状の混合防止部材7を手によって挿入す
る。この状態を図3に示す。
The predetermined amount of the high-viscosity resin 6 is supplied to the opening 2
a into the unused supply pipe 2, the opening 2
The hose 3 is removed from a, and a pig-shaped mixing preventing member 7 made of a flexible material such as sponge is manually inserted from the rear of the high-viscosity resin 6 injected into the unused supply pipe 2. This state is shown in FIG.

【0015】次に図4に示すように上記開口部2aに、
樹脂注入器4に使用したのとは別のホース3を介して流
動充填材注入器8を接続する。この注入器8内には、高
粘度樹脂6より価格がはるかに安いセメントあるいはア
スファルトモルタル等の流動充填材9が収容され、注入
器8内に設けられたポンプ機構10をエアコンプレッサ
11からの圧縮空気により作動させて、ホース3を介し
て流動充填材9を開口部2aから不使用供給管2内に注
入するようにしている。そして、流動充填材9により混
合防止部材7を介して高粘度樹脂6を押動させ、高粘度
樹脂6が分岐サービスチー12直前に達したとき高粘度
樹脂6の注入を停止し、この状態で高粘度樹脂6及び流
動充填材9を固化させて不使用供給管2を閉塞する(図
5参照)。
Next, as shown in FIG.
A fluid filler injector 8 is connected via a hose 3 different from that used for the resin injector 4. In the injector 8, a fluid filler 9 such as cement or asphalt mortar, which is much cheaper than the high-viscosity resin 6, is housed, and a pump mechanism 10 provided in the injector 8 is compressed by an air compressor 11. It is operated by air, and the fluid filler 9 is injected into the unused supply pipe 2 from the opening 2a via the hose 3. Then, the high-viscosity resin 6 is pushed by the fluid filler 9 via the mixing preventing member 7, and the injection of the high-viscosity resin 6 is stopped when the high-viscosity resin 6 reaches just before the branch service tee 12. The high-viscosity resin 6 and the fluid filler 9 are solidified and the unused supply pipe 2 is closed (see FIG. 5).

【0016】このようにして施工される不使用供給管の
非掘削遮断工法においては、宅地側における不使用供給
管2の撤去末端部を掘り起して開口部2aを設け、この
開口部2aより、管2を閉塞,遮断するに必要な量の樹
脂6を、流動充填材9により不使用供給管2の導管分岐
点12近くまで押動させ、流動充填材9と共に固化させ
るから、道路a側を深く掘り起して導管1との分岐部を
地上に露出させる必要がない。従って、道路の舗装を破
砕したり、掘削穴を深くかつ大きく掘り上げる必要がな
く、また掘削跡の埋め戻し、填圧、再舗装等も不要とな
るから、処理工事が大巾に簡略化され、工事期間や工事
費用を大巾に低減できる。
In the non-exciting and non-excavation method of the unused supply pipe constructed in this manner, an opening 2a is formed by digging up the removal end of the unused supply pipe 2 on the residential land side. The amount of the resin 6 necessary for closing and blocking the pipe 2 is pushed by the fluid filler 9 to the vicinity of the branch point 12 of the unused supply pipe 2 and solidified together with the fluid filler 9. It is not necessary to dig deeper to expose the branch with the conduit 1 to the ground. Therefore, it is not necessary to crush the pavement of the road or dig deep and large excavation holes, and it is not necessary to backfill the excavation traces, pressurize, repave, etc., so that the processing work is greatly simplified. The construction period and construction costs can be greatly reduced.

【0017】またその工法は、不使用供給管2の撤去側
における末端開口部2aより、管2を閉塞,遮断するの
に必要な量の樹脂6を、混合防止部材7を介在させて流
動充填材9により不使用供給管の導管分岐点12近くま
で押動し、流動充填材9と共に固化させるから、従来の
不使用供給管全体に樹脂を閉塞充満する工法のように大
量の樹脂を必要とせず、従って、低コストで施工でき
る。また、混合防止部材7により樹脂6が移動されると
き、樹脂6と流動充填材9とが混合することがないか
ら、樹脂6の品質に悪影響を与えることがなく、樹脂6
が固化してのちの気密性が確保され、確実な管の遮断が
達成される。
Also, in this method, an amount of resin 6 necessary for closing and blocking the pipe 2 is flow-filled from the terminal opening 2a on the removal side of the unused supply pipe 2 with a mixing preventing member 7 interposed therebetween. Since the material 9 is pushed to the vicinity of the branch point 12 of the unused supply pipe and solidified together with the fluidized filler 9, a large amount of resin is required as in the conventional method of filling the entire unused supply pipe with resin. Therefore, it can be constructed at low cost. Further, when the resin 6 is moved by the mixing preventing member 7, the resin 6 and the fluid filler 9 do not mix with each other.
The airtightness after solidification is ensured, and reliable shutoff of the pipe is achieved.

【0018】さらにこの工法は、不使用供給管2の撤去
側における末端開口部2aより、樹脂6と、混合防止部
材7と、流動充填材9とを順に挿入して、流動充填材9
により樹脂6を導管の分岐点12近くまで押動させるか
ら、導管1をガスを通した活管状態で作業を行うことが
できる。また、樹脂6で閉塞した以外の不使用供給管部
分には、固化する流動充填材9が充填された状態である
ので、不使用供給管2が腐食しても、それが中空の場合
のように地面が陥没するようなことはなくなり安全であ
る。
Further, in this method, the resin 6, the mixing preventing member 7, and the fluid filler 9 are inserted in order from the terminal opening 2a on the removal side of the unused supply pipe 2, and the fluid filler 9 is removed.
As a result, the resin 6 is pushed to the vicinity of the branch point 12 of the conduit, so that the operation can be performed while the conduit 1 is in an active tube state through gas. In addition, since the unused supply pipe portion other than the portion clogged with the resin 6 is filled with the solidified fluid filler 9, even if the unused supply pipe 2 is corroded, as in the case where the unused supply pipe 2 is hollow. It is safe because the ground does not collapse.

【0019】以上、本発明の実施例について説明した
が、これのみに限定されない。
Although the embodiment of the present invention has been described above, the present invention is not limited to this.

【0020】[0020]

【発明の効果】以上説明したように、本発明の不使用供
給管の非掘削遮断工法によれば、宅地側における撤去末
端部を掘り起して開口部を設け、この開口部より、管を
閉塞,遮断する樹脂を不使用供給管の導管分岐点近くま
で、安価な流動充填材により押動させて固化させる工法
であるから、道路側を深く掘り起して導管との分岐部を
地上に露出させる必要がなく、よって舗装の破砕や、掘
削穴を深くかつ大きく掘り上げる必要がなく、また掘削
跡の埋め戻し、填圧、再舗装等も不要となり、処理工事
が大巾に簡略化され、工事期間や工事費用を大巾に低減
することができる。
As described above, according to the method of non-excavation and non-use of unused supply pipes of the present invention, an opening is formed by digging up the removal end on the residential land side, and the pipe is opened from this opening. This is a method in which the resin to be blocked or blocked is pushed and solidified by an inexpensive fluid filler to the vicinity of the branch point of the unused supply pipe, so the road side is dug deep and the branch part with the pipe is grounded. There is no need to expose it, so there is no need to crush pavements or dig deep and large holes, and it is not necessary to backfill excavation marks, pressurize, repave, etc., greatly simplifying the processing work. In addition, the construction period and construction costs can be greatly reduced.

【0021】またその工法は、不使用供給管の撤去側に
おける末端開口部より、管を閉塞,遮断するのに必要な
量の樹脂を、混合防止部材を介在させて安価な流動充填
材により不使用供給管の導管分岐点近くまで押動し、流
動充填材と共に固化させる工法であるから、従来の不使
用供給管全体に樹脂を閉塞充満する工法のように高価な
樹脂を大量に必要とせず、従って低コストで施工でき
る。また、混合防止部材により樹脂と流動充填材とが混
合することがなく、樹脂に悪影響を与えない。さらに樹
脂で閉塞した以外の不使用供給管部分には、固化性の流
動充填材が充填された状態であるので、供給管が腐食し
た場合でも、それが中空の場合のように地面が陥没する
ようなことはない。
[0021] Further, the construction method is such that an amount of resin necessary for closing and blocking a pipe is removed from an end opening on a removal side of an unused supply pipe by an inexpensive fluid filler through a mixing preventing member. This method pushes the pipe near the branch point of the used supply pipe and solidifies it together with the fluid filler, so that a large amount of expensive resin is not required unlike the conventional method of plugging and filling the entire unused supply pipe with resin. Therefore, construction can be performed at low cost. In addition, the resin and the fluid filler are not mixed by the mixing preventing member, so that the resin is not adversely affected. In addition, since the unused supply pipe portion other than the blockage with the resin is filled with the solidifying fluid filler, even if the supply pipe is corroded, the ground sinks as if it were hollow. There is no such thing.

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

【図1】本発明による工法の実施例の最終工程を示す断
面図である。
FIG. 1 is a sectional view showing a final step of an embodiment of a construction method according to the present invention.

【図2】本発明による工法の実施例の第1工程を示す断
面図である。
FIG. 2 is a cross-sectional view showing a first step of the embodiment of the method according to the present invention.

【図3】本発明による工法の実施例の第2工程を示す断
面図である。
FIG. 3 is a sectional view showing a second step of the embodiment of the method of the present invention.

【図4】本発明による工法の実施例の第4工程を示す断
面図である。
FIG. 4 is a cross-sectional view showing a fourth step of the working example according to the present invention.

【図5】本発明による工法の実施例の最終工程を示す部
分拡大断面図である。
FIG. 5 is a partially enlarged sectional view showing a final step of an embodiment of the method according to the present invention.

【図6】本発明による不使用供給管の配管系を示す説明
図である。
FIG. 6 is an explanatory view showing a piping system of an unused supply pipe according to the present invention.

【符号の説明】[Explanation of symbols]

1 導管 2 不使用供給管 2a 開口部 3 透明ホース 4 樹脂注入器 5 ポンプ装置 7 混合防止部材 8 流動充填材注入器 9 流動充填材 10 ポンプ機構 11 コンプレッサ 12 サービスチー A 掘削穴 DESCRIPTION OF SYMBOLS 1 Conduit 2 Unused supply pipe 2a Opening 3 Transparent hose 4 Resin injector 5 Pump device 7 Mixing prevention member 8 Fluid filler injector 9 Fluid filler 10 Pump mechanism 11 Compressor 12 Service tee A Drilling hole

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平4−185994(JP,A) 特開 平3−113185(JP,A) 特開 平3−277888(JP,A) 特開 平6−81995(JP,A) 特開 昭62−67385(JP,A) (58)調査した分野(Int.Cl.7,DB名) F16L 1/024 ────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-4-185994 (JP, A) JP-A-3-113185 (JP, A) JP-A-3-277888 (JP, A) JP-A-6-185 81995 (JP, A) JP-A-62-67385 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) F16L 1/024

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 道路下に埋設されている導管より分岐さ
れて需要先の宅地内に引込まれた供給管で、使用中止に
より宅地内の内管部分が撤去され、上記供給管がそのま
ま埋設状態で残存放置されている不使用供給管に対し
て、樹脂を注入して閉塞,遮断する非掘削遮断工法にお
いて、 上記不使用供給管の、撤去側における末端閉塞部を掘り
出して開口部を設け、該開口部より導管の分岐点に至る
管長を測長して管内径と管長とより不使用供給管の管内
容積を計算し、上記開口部から、管を閉塞,遮断するの
に必要な量の樹脂と、スポンジのような材料からなる混
合防止部材と、セメントあるいはアスファルトモルタル
等の流動充填材とを順に挿入して、流動充填材により樹
脂を導管の分岐点近くまで押動させ、その位置で樹脂及
び流動充填材を固化させて管を閉塞するようにしたこと
を特徴とする不使用供給管の非掘削遮断工法。
Claims: 1. A supply pipe branched from a conduit buried under a road and drawn into a residential land of a demand destination. The inner pipe portion in the residential land is removed by discontinuing use, and the supply pipe is buried as it is. In the non-excavation blocking method in which resin is injected into the unused supply pipe that has been left unremoved and closed and blocked, the opening of the unused supply pipe is provided by digging out the end blockage on the removal side, The length of the pipe from the opening to the branch point of the conduit is measured to calculate the inner diameter and length of the pipe and the inner volume of the unused supply pipe. From the opening, an amount of the pipe necessary for closing and closing the pipe is calculated. Resin, a mixing prevention member made of a material such as sponge, and a fluid filler such as cement or asphalt mortar are sequentially inserted, and the fluid filler pushes the resin to near a branch point of the conduit, and at that position. Resin and fluid filler Non drilling blocking method unused feed pipe, characterized in that solidified was to close the tube.
JP32739292A 1992-11-11 1992-11-11 Non-drilling cutoff method for unused supply pipes Expired - Fee Related JP3215731B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32739292A JP3215731B2 (en) 1992-11-11 1992-11-11 Non-drilling cutoff method for unused supply pipes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32739292A JP3215731B2 (en) 1992-11-11 1992-11-11 Non-drilling cutoff method for unused supply pipes

Publications (2)

Publication Number Publication Date
JPH06147364A JPH06147364A (en) 1994-05-27
JP3215731B2 true JP3215731B2 (en) 2001-10-09

Family

ID=18198643

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32739292A Expired - Fee Related JP3215731B2 (en) 1992-11-11 1992-11-11 Non-drilling cutoff method for unused supply pipes

Country Status (1)

Country Link
JP (1) JP3215731B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104033650A (en) * 2013-03-07 2014-09-10 上海宝冶集团有限公司 Ring furnace pipe prefabrication and mounting method

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5431413B2 (en) * 2011-06-04 2014-03-05 有限会社真鍋組 Mortar injection equipment

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104033650A (en) * 2013-03-07 2014-09-10 上海宝冶集团有限公司 Ring furnace pipe prefabrication and mounting method
CN104033650B (en) * 2013-03-07 2016-08-10 上海宝冶集团有限公司 A kind of annular furnace pipe prefabrication installation method

Also Published As

Publication number Publication date
JPH06147364A (en) 1994-05-27

Similar Documents

Publication Publication Date Title
JP3215731B2 (en) Non-drilling cutoff method for unused supply pipes
JP2773000B2 (en) Leakage prevention method for unused supply pipes
KR100333024B1 (en) Grouting Horizontal directional drilling method
JP2905176B2 (en) Buried pipe repair method
JP6812045B1 (en) How to repair the manhole pipe connection
JPH11200365A (en) Anchor device for anchor and anchoring device
JP2802351B2 (en) How to repair buried conduit
JP2900212B2 (en) Repair method for inner lining of existing piping
JP2945105B2 (en) How to line the inside of a pipe
JP2602152B2 (en) Method and apparatus for filling inner and outer voids of sheath tube
JP2002348849A (en) Filling method for cavity in ground
KR102430894B1 (en) Pressure curtain with multi-wing for filling tube in underground disused pipe and underground disused pipe filling method using the same
JP2954271B2 (en) Crack injection method
JPH0995943A (en) Earth anchor execution method in steel pipe column line earth retaining wall
JP3477536B2 (en) How to stop water behind the wall-type underground continuous wall
JP2796576B2 (en) Repair method for inner lining of existing piping
JP3655871B2 (en) Packer for filling underground cavities
JP2954307B2 (en) Crack injection equipment
JP2004257055A (en) Driving method for steel sheet pile
JP3923482B2 (en) Underground conduit construction method
JP2759214B2 (en) Construction method of water stop wall
JP3655559B2 (en) Water stop method for gaps between excavation holes and buried pipes
JPS61137999A (en) Back injection of shield construction method
JP2744773B2 (en) Water stopping device for anchor and jack for pulling out, and casing drawing method using the water stopping device and jack for pulling out
JPH0261600B2 (en)

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees