JPH08128564A - Removing work method for buried pipe - Google Patents
Removing work method for buried pipeInfo
- Publication number
- JPH08128564A JPH08128564A JP6265108A JP26510894A JPH08128564A JP H08128564 A JPH08128564 A JP H08128564A JP 6265108 A JP6265108 A JP 6265108A JP 26510894 A JP26510894 A JP 26510894A JP H08128564 A JPH08128564 A JP H08128564A
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- unnecessary
- core wire
- hose
- buried
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims description 33
- 239000000463 material Substances 0.000 claims abstract description 34
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 16
- 239000011347 resin Substances 0.000 claims abstract description 9
- 229920005989 resin Polymers 0.000 claims abstract description 9
- 239000000945 filler Substances 0.000 claims abstract description 6
- 238000002347 injection Methods 0.000 claims description 16
- 239000007924 injection Substances 0.000 claims description 16
- 238000009412 basement excavation Methods 0.000 abstract description 2
- 238000000605 extraction Methods 0.000 abstract description 2
- 239000011162 core material Substances 0.000 abstract 4
- 239000002689 soil Substances 0.000 description 4
- 238000010008 shearing Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 238000000926 separation method Methods 0.000 description 2
- 238000007664 blowing Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005429 filling process Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
Landscapes
- Electric Cable Installation (AREA)
- Piles And Underground Anchors (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、不要となった埋設状態
の引込み管等の残置不要管を導管路から分離して引抜く
ための撤去工法に関し、特に撤去対象の残置不要管が、
鉛管や老朽化が進行した管体のように一端を挟持して引
抜く際に、管体が引張り荷重に対して引きちぎれ現象が
発生する管を対象とした埋設管の撤去工法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a removal construction method for separating a residual unnecessary pipe such as an unnecessary buried pipe, which is no longer needed, from a conduit line and pulling it out.
The present invention relates to a method for removing a buried pipe for a pipe in which a pipe body is torn off by a tensile load when the pipe body is pulled out by holding one end like a lead pipe or a pipe body which has deteriorated.
【0002】[0002]
【従来の技術】ガス配管,水道配管等においては、家屋
の建替え等に起因して使用中止された引込み管がそのま
ま残置されている場合があり、このような不要管はこれ
を引抜いて撤去する必要がある。2. Description of the Related Art In gas pipes, water pipes, etc., there may be a case where a service pipe that has been discontinued due to a rebuilding of a house is left as it is, and such unnecessary pipes are pulled out and removed. There is a need to.
【0003】このような残置不要管の撤去に関しては、
これ迄にも例えば特開平2−292590号公報、特開
平3−9188号公報等に記載されているような先行技
術が提案されており、一般的には、撤去対象の残置引込
み管を、導管路から切離して分離した後、引込み管の末
端を掘削ピット内に露出させて引抜き装置にチャックさ
せ、これを牽引して土中から引抜くように施工してい
る。Regarding removal of such a residual unnecessary pipe,
Prior arts such as those described in, for example, JP-A-2-292590 and JP-A-3-9188 have been proposed so far, and in general, a residual pull-in pipe to be removed is a conduit. After cutting and separating from the road, the end of the pull-in pipe is exposed in the excavation pit and chucked by the pulling device, and this is pulled to pull out from the soil.
【0004】[0004]
【発明が解決しようとする課題】この場合に、引抜き対
象の残置不要管には、例えば鉛管を使用した水道引込み
管があり、このような鉛管を使用した不要管を、従来よ
り一般的に行われている上述の撤去法により管の一端を
挟持して引き抜くと、鉛管は引張り荷重に対する剪断応
力が小さいことから管体が途中で引きちぎれ、引抜き不
能の事態に陥るという問題点があった。In this case, the residual unnecessary pipe to be drawn out is, for example, a water service lead-in pipe using a lead pipe. When one end of the pipe is clamped and pulled out by the above-mentioned removal method, the lead pipe has a small shearing stress against a tensile load, so that the pipe body is torn off on the way and there is a problem that the pulling out becomes impossible.
【0005】本発明は、このような不都合が発生しない
埋設管の撤去工法を提供することを目的とするものであ
る。An object of the present invention is to provide a method for removing a buried pipe which does not cause such an inconvenience.
【0006】[0006]
【課題を解決するための手段】上記の目的を達成する手
段として、本発明は、残置不要管を引抜く際に、導管路
より分離した不要管の末端側に作業ピットを開削して、
該ピット内に不要管の末端側を露出して開口させ、該開
口部より撤去対象の管内に所要の引張り強度を有するワ
イヤ,ロッド等の芯線材を管内に縦断するように貫通さ
せた後に、該管内に芯線材と管体との接着性を有する樹
脂,モルタル等の注入材を充填して硬化させ、その硬化
後に不要管の末端をピット内に設置された引抜き装置に
挟持して引抜くように施工することを特徴とするもので
ある。As means for achieving the above object, the present invention is to open and cut a working pit on the terminal side of an unnecessary pipe separated from a conduit passage when pulling out a residual unnecessary pipe,
After exposing the terminal side of the unnecessary pipe in the pit and opening it, the core wire material such as a wire or rod having a required tensile strength in the pipe to be removed from the opening is penetrated so as to be longitudinally cut into the pipe, The pipe is filled with an injection material such as a resin or mortar which has adhesiveness between the core wire and the pipe body and cured, and after the curing, the end of the unnecessary pipe is clamped and pulled out by a pulling device installed in the pit. It is characterized in that it is constructed like this.
【0007】また本発明は、撤去対象の不要管内に、モ
ルタル等の充填材を通すための通路形成用ホ―スが、上
記芯線材と並行して管内に縦断挿通された後に上記注入
材が充填硬化され、この通路形成用ホ―スはその一端が
充填材の供給源に接続され、他端は引抜き方向と反対側
に開放されていて、不要管の引抜き工程時に、これに連
動して上記ホ―スに充填材が供給されて引抜きによって
生じた空洞孔内に充填材を、引抜き動作と同時的に充填
するよに施工することを他の特徴の1つとしている。Further, according to the present invention, a passage forming hose for letting a filler such as mortar into the unnecessary pipe to be removed is longitudinally inserted into the pipe in parallel with the core wire, and then the above-mentioned injection material is added. It is filled and hardened, and one end of this passage forming hose is connected to the supply source of the filling material, and the other end is open to the side opposite to the drawing direction. Another feature is that the filling material is supplied to the hose and the filling material is filled in the hollow holes formed by the drawing simultaneously with the drawing operation.
【0008】[0008]
【作用】上述のような撤去工法によると、まず撤去対象
の残置不要管には管内に芯線材が一体的に挿通接着さ
れ、この芯線材により撤去対象の不要管は、引張り荷重
に対する剪断応力が増大されるから、管体の一端を引抜
き装置に挟持して引抜く際に、その不要管が鉛管であっ
たり、また老朽化が進行した管体であっても、管体が不
用意に途中で引きちぎれる現象が発生せず、引抜き不能
の事態に陥る問題点が派生しない。[Operation] According to the removal method as described above, first, the core wire is integrally inserted and adhered into the remaining unnecessary pipe to be removed, and the unnecessary pipe to be removed is subjected to shear stress against a tensile load. Therefore, even if one of the unnecessary pipes is a lead pipe or a pipe that has deteriorated when the pipe is clamped at one end of the pipe and pulled out, The phenomenon of tearing off does not occur, and the problem of falling into a situation where it cannot be pulled out does not occur.
【0009】また撤去対象の不要管内に、芯線材と並行
してモルタル等の充填材を通す通路形成用のホ―スが挿
通接着され、不要管の引抜き工程時に、引抜き動作に連
動してホ―スに充填材を供給する方式にしている場合に
は、ホ―スを介して充填材が引抜き方向と反対側へ流出
され、これが引抜きによって生じた空洞孔内に充填され
るから、不要管の引抜き工程に連動して空洞孔内への充
填工程が同時的に行われ、撤去作業の効率化が図れる。In addition, a hose for forming a passage through which a filling material such as mortar is inserted is inserted and bonded in parallel with the core wire into the unnecessary pipe to be removed, and the hose is interlocked with the drawing operation during the drawing process of the unnecessary pipe. -When the filling material is supplied to the hose, the filling material flows out through the hose to the side opposite to the drawing direction, and this is filled in the cavity hole created by the drawing, so unnecessary pipes The filling process into the cavity hole is simultaneously performed in conjunction with the drawing process of (1), and the efficiency of the removal work can be improved.
【0010】[0010]
【実施例】以下、図面を参照して本発明の実施例を説明
する。図1、図2において、1は道路下等に敷設されて
いる導管路、2はこの導管路から分岐されて需要先に引
込まれている鉛管使用の引込み管を示し、この引込み管
は使用中止されて不要となっている残置不要管であり、
本発明の撤去対象となる管である。Embodiments of the present invention will be described below with reference to the drawings. In FIGS. 1 and 2, 1 is a conduit line laid under a road or the like, and 2 is a lead pipe using a lead pipe branched from this conduit line and drawn into a customer. This lead pipe is discontinued. It is a residual unnecessary tube that has been
It is a pipe to be removed according to the present invention.
【0011】図1は、引抜き動作前の前処理工程を示
す。残置不要管2は、撤去に際して事前に導管路1との
接続部を適宜の方法で切断分離させておく。この方法と
しては通常、道路側を掘削して作業ピットを開削するこ
とにより導管路1と残置不要管2との接続部を露出させ
て切断する方法が一般的に行われているが、他の方法と
しては、後述の残置不要管2の末端開口部より管内にパ
イプカッタ―を挿入して切断する方法を採ってもよい。
この際には切離された導管路1の分離口は気密に封止し
ておく。FIG. 1 shows a pretreatment process before the drawing operation. The residual unnecessary tube 2 is cut and separated in advance by a suitable method at the connection portion with the conduit line 1 before removal. As this method, generally, a method of excavating the road side to open and cut a working pit to expose and cut the connecting portion between the conduit 1 and the residual unnecessary pipe 2 is generally used. As a method, a method may be adopted in which a pipe cutter is inserted into the pipe through the end opening of the residual unnecessary pipe 2 to be described later and the pipe is cut.
At this time, the separation port of the separated conduit 1 is hermetically sealed.
【0012】次いで残置不要管2の末端側に作業ピット
Aを掘削し、このピットA内に残置不要管2の末端を露
出して開口させる。そして、残置不要管2の末端開口部
より管内に、所要の引張り強度を有するワイヤ,ロッド
等の芯線材3をその管内に縦断するように挿通させる。Next, a working pit A is excavated at the end side of the residual unnecessary pipe 2, and the end of the residual unnecessary pipe 2 is exposed and opened in this pit A. Then, a core wire 3 having a required tensile strength, such as a wire or a rod, is inserted through the terminal opening of the residual unnecessary tube 2 so as to be vertically cut into the tube.
【0013】芯線材3の挿通後、残置不要管2の末端開
口部より、その管内に、芯線材3と管体との接着性を有
する樹脂,モルタル等の注入材4を充填させる。この注
入材4の導入は、図1に示す実施例の場合、ブロア5か
らの送風圧で押出し作用する樹脂注入タンク6を備え、
このタンク6の樹脂出口に接続された導入ホ―ス7の先
端を管内に引き込み、ホ―ス7を介して注入材4(樹
脂)を管内に導入する方式を採用しているが、この導入
方式は、残置不要管2の末端開口部を導入口として管内
に注入材4を流し込む方式にしてもよい。After the core wire 3 is inserted, an injection material 4 such as a resin or mortar having adhesiveness between the core wire 3 and the pipe body is filled into the inside of the residual unnecessary pipe 2 through the end opening. In the case of the embodiment shown in FIG. 1, the introduction of the injection material 4 is provided with a resin injection tank 6 that is extruded by the blow pressure from the blower 5,
A method is adopted in which the tip of the introduction hose 7 connected to the resin outlet of the tank 6 is drawn into the pipe and the injection material 4 (resin) is introduced into the pipe through the hose 7. The method may be a method of pouring the injectable material 4 into the tube by using the end opening of the residual unnecessary tube 2 as an inlet.
【0014】上記注入材4は、図2に示すように残置不
要管2の全長にわたって管内を充満するように充填させ
ることが望ましいが、この注入材4の充填領域は、不要
管2の全長に対して部分的に局部充填してもよい。この
場合には、少なくとも後述の不要管2の引抜き方向に対
してその反対側の端部(導管路1側の切離開口部)に近
い所要領域には注入材4を充填して、この部分では、充
填した注入材4により管体と芯線材3との一体化を図る
ように接着しておく。As shown in FIG. 2, it is desirable that the injection material 4 be filled so as to fill the entire length of the residual unnecessary tube 2 so that the inside of the injection material 4 is filled. Alternatively, it may be partially locally filled. In this case, at least the required region near the end (opposite opening on the side of the conduit 1) on the opposite side with respect to the extraction direction of the unnecessary pipe 2 described below is filled with the injection material 4, and this portion is filled. Then, the filling material 4 is adhered so that the tube body and the core wire material 3 are integrated.
【0015】注入材4の硬化後、図2に示す引抜き工程
に移る。この工程では作業ピットA内に周知の引抜き装
置8が設置され、そのチャック部8aに、残置不要管2
の末端側を挟持させて、チャック部8aの前後スライド
により残置不要管2をピットAに向けて牽引するように
引き抜く。After the injection material 4 is hardened, the drawing step shown in FIG. 2 is performed. In this process, a well-known drawing device 8 is installed in the work pit A, and the residual unnecessary tube 2 is attached to the chuck portion 8a.
The end side of the tube is clamped, and the unneeded pipe 2 is pulled out toward the pit A by sliding the chuck portion 8a back and forth.
【0016】この場合、引抜かれる残置不要管2の管内
には芯線材3が挿通され、この芯線材3が、管内に充填
された注入材4により管体と一体化するように接着され
ているので、撤去対象の残置不要管2は、その管内に一
体的に挿通接着されている芯線材3により引張り荷重に
対する剪断応力が増大されていることで、不要管2の末
端を引抜き装置8にチャックして牽引しても、不要管2
の管体が途中より不用意に引きちぎれることがなく、引
抜き不能の事態に陥る問題が避けられる。In this case, a core wire 3 is inserted into the remaining unnecessary tube 2 to be pulled out, and the core wire 3 is adhered to the tube body by an injection material 4 filled in the tube. Therefore, the residual unnecessary tube 2 to be removed has the shearing stress against the tensile load increased by the core wire 3 that is integrally inserted and bonded in the tube, so that the end of the unnecessary tube 2 is chucked to the pulling device 8. Unnecessary pipe 2 even if towed
The pipe body of will not be torn carelessly from the middle, and the problem of falling into a situation where it cannot be pulled out can be avoided.
【0017】図3は本発明の他の実施例を示す。この実
施例では、残置不要管2の管内には前述の芯線材3の他
に、別のモルタル注入通路を形成するホ―ス9が、芯線
材3と並行的に管内を縦断するように挿通されてあり、
管内に充填された注入材4により芯線材3と一緒に一体
化されていて、このホ―ス9により引抜かれる不要管2
の管内に通路が形成されている。FIG. 3 shows another embodiment of the present invention. In this embodiment, in addition to the core wire 3 described above, a hose 9 forming another mortar injection passage is inserted into the residual unnecessary pipe 2 so as to vertically cut through the pipe in parallel with the core wire 3. Has been done,
Unnecessary tube 2 which is integrated with core wire 3 by injecting material 4 filled in the tube and is withdrawn by this hose 9.
A passage is formed in the pipe.
【0018】そしてホ―ス9は、不要管2の引抜き方向
に対して反対側の端部(導管路1側の切離開口部の側)
が開放され、また他方のホ―ス端はその先端がモルタル
注入タンク6aの出口に接続されていて、引抜き工程時
に、これに連動してブロア5aからの送風圧によりタン
ク6a内からモルタル10がホ―ス9を介して引抜き方
向と反対側へ流出するようにしている。The hose 9 is an end portion on the side opposite to the drawing direction of the unnecessary pipe 2 (the side of the separation opening on the side of the conduit line 1).
Is opened, and the tip of the other hose end is connected to the outlet of the mortar injection tank 6a. During the drawing process, the mortar 10 is removed from the tank 6a by the blowing pressure from the blower 5a in conjunction with this. It flows out through the hose 9 to the side opposite to the pull-out direction.
【0019】この実施例によると、残置不要管2の引抜
き工程時に、引抜かれる不要管2の管内に挿通されたホ
―ス9を介してモルタル等の充填材10が順次、引抜き
方向と反対側へ供給流出され、これにより引抜きによっ
て生じる土中の空洞孔11内に充填材10が順次、充填
されるから、不要管2の引抜き工程と同時に、空洞孔1
1に対するモルタル充填が同時的に行われ、撤去作業の
効率化が図られる。According to this embodiment, during the drawing process of the residual unnecessary pipe 2, the filling material 10 such as mortar is sequentially passed through the hose 9 inserted into the unnecessary unnecessary pipe 2 through the hose 9 in the opposite direction to the drawing direction. The filling material 10 is sequentially filled into the hollow holes 11 in the soil that are supplied and flown out to the hollow holes 11 in the soil.
The mortar filling for 1 is performed simultaneously, and the efficiency of the removal work is improved.
【0020】[0020]
【発明の効果】以上に説明したように本発明による撤去
工法によると、引抜き対象の不要管内には芯線材が管体
と一体化するように挿通され、その芯線材により撤去対
象の残置不要管は、引張り荷重に対する剪断応力が増大
されていることで、管体の一端を引抜き装置に挟持して
引抜く際に、不要管の管体が途中で引きちぎれるような
現象が発生しないから、残置不要管が、例えば鉛管を使
用した水道引込み管であったり、また老朽化が進行した
管体であっても、引抜き不能の事態に陥る不都合を解消
できる。As described above, according to the removal method of the present invention, the core wire is inserted into the unnecessary pipe to be pulled out so as to be integrated with the pipe body, and the residual unnecessary pipe to be removed is removed by the core wire. Since the shearing stress against the tensile load is increased, there is no phenomenon that the pipe body of the unnecessary pipe is torn off in the middle when the pipe body is clamped at one end by the pulling device and pulled out. Even if the unnecessary pipe is, for example, a water supply lead-in pipe using a lead pipe or a pipe body that has deteriorated, it is possible to eliminate the inconvenience of not being able to be pulled out.
【0021】また引抜かれる不要管の管内に挿通ホ―ス
を介して通路を形成し、引抜き工程時にそのホ―スから
充填材を引抜き方向と反対側へ供給するように施工した
ものでは、引抜き工程で生じた土中の空洞孔内にモルタ
ル等の充填材を同時的に充填できるから、引抜き工程の
後に、別に引抜によって生じた空洞孔内に対するモルタ
ル等の充填作業が不要となり、撤去作業の効率化を図る
ことができる。Further, in the case where the passage is formed in the unnecessary pipe to be pulled out through the insertion hose and the filler is supplied from the hose to the side opposite to the pulling direction during the pulling process, Since the filling material such as mortar can be simultaneously filled in the hollow holes in the soil generated in the process, it is not necessary to separately fill the cavities created in the hollow holes after the drawing process with the filling work such as mortar. It is possible to improve efficiency.
【図1】本発明による埋設管撤去工法の引抜き前におけ
る前処理工程を示す説明図。FIG. 1 is an explanatory view showing a pretreatment process before drawing out of a buried pipe removing method according to the present invention.
【図2】本発明による埋設管撤去工法の引抜き工程を示
す説明図。FIG. 2 is an explanatory view showing a drawing process of the buried pipe removing method according to the present invention.
【図3】本発明による埋設管撤去工法の他の実施例を示
す説明図。FIG. 3 is an explanatory view showing another embodiment of the buried pipe removing method according to the present invention.
1 導管路 2 引込み管(残置不要管) 3 芯線材 4 注入材(樹脂) 5 ブロア 6 樹脂注入タンク 6a モルタル注入タンク 7 導入ホ―ス 8 引抜き装置 9 ホ―ス 10 充填材(モルタル) 11 空洞孔 A 作業ピット DESCRIPTION OF SYMBOLS 1 Conduit line 2 Intake pipe (remaining unnecessary pipe) 3 Core wire 4 Injecting material (resin) 5 Blower 6 Resin injecting tank 6a Mortar injecting tank 7 Introducing hose 8 Extracting device 9 Hoth 10 Filling material (mortar) 11 Cavity Hole A work pit
───────────────────────────────────────────────────── フロントページの続き (72)発明者 五十嵐 満 神奈川県大和市代官3丁目18番3号 株式 会社ハッコー技術開発センター内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Mitsuru Igarashi 3-18-3 Daikan City, Kanagawa Prefecture Hakko Technology Development Center Co., Ltd.
Claims (4)
置不要管を導管路から切離して引抜く撤去工法におい
て、 導管路より分離した残置不要管の末端側に作業ピットを
開削して該ピット内に不要管の末端側を露出して開口さ
せ、該開口部より撤去対象の管内に所要の引張り強度を
有するワイヤ,ロッド等の芯線材を管内に縦断するよう
に貫通させた後に、該管内に芯線材と管体との接着性を
有する樹脂,モルタル等の注入材を充填して硬化させ、
その硬化後に不要管の末端をピット内に設置された引抜
き装置に挟持して引抜くように施工することを特徴とす
る埋設管の撤去工法。1. A removal method in which a residual unnecessary pipe such as an unnecessary buried pipe that is no longer needed is cut off from a conduit line and pulled out, and a working pit is cut at the end side of the residual unnecessary pipe separated from the conduit line. The end side of the unnecessary pipe is exposed and opened in the pit, and a core wire material such as a wire or a rod having a required tensile strength is vertically penetrated into the pipe to be removed through the opening, The pipe is filled with a resin having adhesiveness between the core wire and the pipe body, an injection material such as mortar, and cured,
A method for removing a buried pipe, characterized in that after the hardening, the end of the unnecessary pipe is clamped by a pulling device installed in the pit and pulled out.
とを特徴とする請求項1記載の埋設管の撤去工法。2. The method for removing a buried pipe according to claim 1, wherein the residual unnecessary pipe to be removed is a lead pipe.
は、撤去対象の不要管に対して、少なくとも引抜き方向
と反対側(導管路側)の切離し端部の所要領域を部分的
に接着してなることを特徴とする請求項1又は2記載の
埋設管の撤去工法。3. The adhesion between the core wire and the pipe body by the injection material is performed by partially adhering at least a required region of the cut-off end on the side opposite to the drawing direction (conduit path side) to the unnecessary pipe to be removed. The method for removing a buried pipe according to claim 1 or 2, wherein
て生じた空洞孔内にモルタル等の充填材を注入するため
の通路形成用ホ―スが、上記芯線材と並行して管内に縦
断挿通された後に上記注入材が充填硬化され、該通路形
成用ホ―スはその一端が充填材の供給源に接続され、他
端は引抜き方向と反対側に開放されていて、不要管の引
抜き工程時に、これに連動して上記ホ―スに充填材が供
給されて引抜きによって生じた空洞孔内に充填材を、引
抜き動作と同時的に充填するよに施工することを特徴と
する請求項1又は2又は3記載の埋設管の撤去工法。4. A passage forming hose for injecting a filler such as mortar into a hollow hole formed by drawing is vertically inserted into the unnecessary pipe to be removed in parallel with the core wire. After that, the injection material is filled and hardened, one end of the passage forming hose is connected to the supply source of the filling material, and the other end is open to the side opposite to the drawing direction. At the same time, in conjunction with this, the filler is supplied to the hose, and the filling is performed in the cavity hole created by the withdrawal at the same time as the withdrawing operation. Or the method for removing the buried pipe according to 2 or 3.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP26510894A JP3630735B2 (en) | 1994-10-28 | 1994-10-28 | Burial pipe removal method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP26510894A JP3630735B2 (en) | 1994-10-28 | 1994-10-28 | Burial pipe removal method |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2004000366A Division JP2004116784A (en) | 2004-01-05 | 2004-01-05 | Removal method of underground pipe |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH08128564A true JPH08128564A (en) | 1996-05-21 |
| JP3630735B2 JP3630735B2 (en) | 2005-03-23 |
Family
ID=17412723
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP26510894A Expired - Lifetime JP3630735B2 (en) | 1994-10-28 | 1994-10-28 | Burial pipe removal method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3630735B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1092901A3 (en) * | 1999-10-13 | 2003-04-02 | M.P. Burke plc | Method for removing and/or replacing an underground conduit |
-
1994
- 1994-10-28 JP JP26510894A patent/JP3630735B2/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1092901A3 (en) * | 1999-10-13 | 2003-04-02 | M.P. Burke plc | Method for removing and/or replacing an underground conduit |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3630735B2 (en) | 2005-03-23 |
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