JP2939267B2 - Removal method of buried pipe - Google Patents

Removal method of buried pipe

Info

Publication number
JP2939267B2
JP2939267B2 JP1114545A JP11454589A JP2939267B2 JP 2939267 B2 JP2939267 B2 JP 2939267B2 JP 1114545 A JP1114545 A JP 1114545A JP 11454589 A JP11454589 A JP 11454589A JP 2939267 B2 JP2939267 B2 JP 2939267B2
Authority
JP
Japan
Prior art keywords
pipe
buried
cut
surface cutter
excavated
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
JP1114545A
Other languages
Japanese (ja)
Other versions
JPH02292590A (en
Inventor
正記 渡辺
秀樹 奥村
雅也 衣川
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.)
OOSAKA GASU KK
Original Assignee
OOSAKA GASU KK
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 OOSAKA GASU KK filed Critical OOSAKA GASU KK
Priority to JP1114545A priority Critical patent/JP2939267B2/en
Publication of JPH02292590A publication Critical patent/JPH02292590A/en
Application granted granted Critical
Publication of JP2939267B2 publication Critical patent/JP2939267B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、地中に埋設した金属製又は樹脂製のガス管
や水道管など埋設管を撤去する方法に関する。
The present invention relates to a method for removing a buried pipe such as a metal or resin gas pipe or a water pipe buried underground.

〔従来の技術〕[Conventional technology]

従来、例えば都市ガス供給用本管又は支管から需要先
への供給管を撤去するに、第3図(イ)に示すように、
供給管(1)の撤去対象部分(1a)を本支管(2)側と
その反対側の両方で掘出し、第3図(ロ)に示すよう
に、両方の掘出し箇所(A),(B)夫々で供給管
(1)を切断し、第3図(ハ)に示すように、本支管
(2)側の掘出し箇所(A)で管引抜装置(5)をセッ
トし、第3図(ニ)に示すように、管引抜装置(5)に
よって供給管(1)を真直ぐにかつ掘出し箇所(A)の
巾()に見合った寸法だけ引抜き、供給管(1)の引
出した部分(1b)を切断除去し、それら引抜きと切断除
去の繰返しによって供給管(1)を撤去していた。
Conventionally, for example, when removing a supply pipe from a main gas supply pipe or a branch pipe to a demand destination, as shown in FIG.
The part (1a) to be removed of the supply pipe (1) is dug on both the main pipe (2) side and the opposite side, and as shown in FIG. 3 (b), both excavated points (A) and (B) Each of the supply pipes (1) is cut, and as shown in FIG. 3 (c), a pipe drawing device (5) is set at the excavated point (A) on the main pipe (2) side. As shown in ()), the supply pipe (1) is drawn straight by the pipe drawing device (5) and by the dimension corresponding to the width () of the excavated portion (A), and the drawn part (1b) of the supply pipe (1) is drawn. Were cut and removed, and the supply pipe (1) was removed by repeating the drawing and the cutting and removing.

〔発明が解決しようとする課題〕 しかし、撤去対象部分(1a)の両側で供給管(1)な
どの埋設管を掘出さなければならないために、掘削及び
埋戻し作業に多くの経費、手数及び時間を要し、さら
に、埋設管の引抜きと切断除去を何度も繰返さなければ
ならないために、埋設管の引抜き作業に多くの手数と時
間を要し、全体として経費節減、省力化及び能率向上面
で一層の改良の余地があった。
[Problems to be Solved by the Invention] However, since buried pipes such as supply pipes (1) must be excavated on both sides of the removal target portion (1a), a large amount of cost, labor and time are required for excavation and backfilling work. It takes time, and since the drawing and cutting of the buried pipe must be repeated many times, it takes a lot of trouble and time to pull out the buried pipe, which leads to overall cost savings, labor savings and improved efficiency. There was room for further improvement in terms of aspect.

本発明の目的は、掘削及び埋戻し作業に要する経費、
手数及び時間を大幅に減少すると共に、埋設管の引抜き
作業に要する手数及び時間を減少し、埋設管の撤去作業
を経費面、省力面及び能率面の全てにおいて有利に実行
できるようにする点にある。
The object of the present invention is to cover the costs of drilling and backfilling operations,
In addition to greatly reducing the number of operations and time, the number of operations and time required for pulling out buried pipes are reduced, and the removal work of buried pipes can be performed advantageously in all aspects of cost, labor saving and efficiency. is there.

〔課題を解決するための手段〕[Means for solving the problem]

本発明の特徴手段は、 埋設管の撤去対象部分をその一端側においてのみ掘出
し、 その掘出し箇所で前記埋設管を切断し、 その切断部分から前記撤去対象部分内に管内面カッタ
ーを挿入して、前記撤去対象部分の他端側を前記管内面
カッターで切断し、 前記管内面カッターを前記撤去対象部分から引出した
後、前記撤去対象部分を挟持してつぶすチャックを備え
た管引抜装置で、前記撤去対象部分をつぶして曲げなが
ら、前記掘出し箇所側へ引抜くことにあり、その作用効
果は次の通りである。
Characteristic means of the present invention is to excavate a part to be removed of a buried pipe only at one end side, cut the buried pipe at the excavated point, insert a pipe inner surface cutter into the part to be removed from the cut part, The other end side of the removal target portion is cut with the pipe inner surface cutter, and after extracting the tube inner surface cutter from the removal target portion, a pipe drawing device including a chuck for holding and crushing the removal target portion, The withdrawal target portion is pulled out to the excavated portion side while being crushed and bent, and the operation and effect are as follows.

〔作 用〕(Operation)

撤去対象部分の一端側の一箇所だけで埋設管を掘出し
て切断し、他端側は撤去対象部分に挿入した管内面カッ
ターで切断するから、前述の従来技術のように撤去対象
部分の両側を掘出して切断するに比して、掘削及び埋戻
しに要する経費、手段及び時間を大幅に減少できる。
The buried pipe is dug and cut at only one end of the part to be removed, and the other end is cut by the pipe inner surface cutter inserted into the part to be removed. The cost, means and time required for excavation and backfilling can be significantly reduced as compared to excavation and cutting.

又、撤去対象部分を曲げながら引抜くから、前述従来
例のように真直ぐに引抜いて切断除去する工程を繰返す
よりも、引抜きに要する手数と時間を減少できると共
に、掘出し箇所の巾を狭くして掘削及び埋戻しの規膜を
減小できる。
In addition, since the pull-out is performed while bending the portion to be removed, the number and time required for pull-out can be reduced and the width of the excavated portion can be reduced, rather than repeating the process of pulling out and cutting and removing straight as in the conventional example described above. Drilling and backfill membranes can be reduced.

更に、管引抜装置は撤去対象部分を挟持してつぶすチ
ャックを備えているので、管引抜き装置で管を挟持する
に際して同時に管をつぶすようにして、そのつぶしと同
時に管を曲げたり、人為的につぶれた部分を曲げること
によって、撤去対象部分を容易迅速に曲げながら引き抜
くことができる。
Furthermore, since the pipe pulling device is provided with a chuck for pinching and crushing the portion to be removed, the tube is crushed at the same time as the tube is pinched by the pipe pulling device, and the tube is bent at the same time as the crushing, and By bending the collapsed portion, the removal target portion can be easily and quickly bent and pulled out.

従って、一箇所での巾の狭い掘削及び埋戻し作業によ
る経費、手数及び時間の減少、並びに、管引抜き作業の
手数及び時間の減少でもって、埋設管の撤去作業を経済
面、省力面、能率面の全てにおいて一段と有利に実行で
きるようになった。
Therefore, the cost, labor and time required for narrow excavation and backfilling work at one location are reduced, and the labor and time required for pipe drawing work are reduced. It can be implemented more advantageously in all aspects.

〔発明の効果〕〔The invention's effect〕

その結果、不要になった都市ガス供給管や水道管など
の埋設管の撤去を安価に、手数少なくかつ迅速に実行で
き、殊に、施工の規模と時間が問題になる舗装道路の掘
削を要する場合に極めて便利な埋設管の撤去法を確立で
きた。
As a result, removal of unnecessary buried pipes such as city gas supply pipes and water pipes can be carried out inexpensively, with a small number of steps, and quickly. In this case, a very convenient method of removing buried pipes could be established.

〔実施例〕〔Example〕

次に実施例を示す。 Next, examples will be described.

都市ガス供給配管において、第1図(イ)に示すよう
に、供給管(1)の撤去対象部分(1a)を本支管(2)
側の一箇所だけで掘出す。
In the city gas supply pipe, as shown in FIG. 1 (a), the part (1a) of the supply pipe (1) to be removed is a main branch pipe (2).
Dig only at one side.

第1図(ロ)に示すように、掘出し箇所(A)で供給
管(1)を公知の適当な管内面カッターで切断すると共
に、本支管(2)を公知の適当な閉塞手段でシールし、
その後、切断部分から撤去対象部分(1a)内に、公知の
適当な管内面カッター(3)を挿入して、撤去対象部分
(1a)の他端側を管内面カッター(3)の刃部(3a)で
切断する。管内面カッター(3)は、刃部(3a)を外部
操作で径方向に往復動できると共に回転できるようにし
たものである。
As shown in FIG. 1 (b), the supply pipe (1) is cut at the excavated point (A) with a known suitable pipe inner surface cutter, and the main pipe (2) is sealed with a known suitable closing means. ,
Thereafter, a known suitable pipe inner surface cutter (3) is inserted from the cut portion into the removal target portion (1a), and the other end of the removal target portion (1a) is cut into the blade portion (3) of the pipe inner surface cutter (3). Cut in 3a). The pipe inner surface cutter (3) can reciprocate and rotate the blade portion (3a) in the radial direction by an external operation.

管内面カッター(3)を撤去対象部分(1a)から引出
した後、第1図(ハ)に示すように、管引抜装置(4)
を撤去対象部分(1a)にセットする。
After pulling out the pipe inner surface cutter (3) from the part to be removed (1a), as shown in FIG. 1 (c), a pipe drawing device (4)
To the part to be removed (1a).

管引抜装置(4)は、第2図に示すように、流体圧シ
リンダ(4a)による撤去対象部分(1a)の長手方向に往
復動される可動部材(4b)に、流体圧シリンダ(4c)に
よる撤去対象部分(1a)を挟持してつぶすためのチャッ
ク(4d)を設けたものであり、制御器(4e)による流体
圧シリンダ(4a),(4c)の自動操作によって、チャッ
ク(4d)で撤去対象部分(1a)を挟持してつぶす工程、
可動部材(4b)の移動で撤去対象部分(1a)を引抜く工
程、チャック(4d)を開放する工程、可動部材(4b)を
戻す工程がその順に繰返されるように構成してある。
As shown in FIG. 2, the pipe drawing device (4) includes a movable member (4b) which is reciprocated in the longitudinal direction of a portion (1a) to be removed by the fluid pressure cylinder (4a), and a fluid pressure cylinder (4c). Is provided with a chuck (4d) for pinching and crushing the part (1a) to be removed by the controller, and the chuck (4d) is automatically operated by the fluid pressure cylinders (4a) and (4c) by the controller (4e). Process of pinching and crushing the removal target part (1a) with
The step of pulling out the removal target portion (1a) by the movement of the movable member (4b), the step of opening the chuck (4d), and the step of returning the movable member (4b) are repeated in this order.

第1図(ハ)に示すように、撤去対象部分(1a)を管
引抜装置(4)で掘出し箇所(A)側へ引抜くと共に、
引抜かれた撤去対象部分(1a)を人為的に曲げ、撤去対
象部分(1a)を全体を切断すること無く曲げながら引抜
く。
As shown in FIG. 1 (c), the part (1a) to be removed is pulled out to the excavation point (A) by the pipe drawing device (4),
The removal target portion (1a) is artificially bent, and the removal target portion (1a) is pulled out while being bent without cutting the whole.

その後、引抜き孔に公知の適当な充填材を注入し、掘
出し箇所(A)を埋戻して復旧し、工事を完了する。
Thereafter, a well-known appropriate filler is injected into the drawing hole, and the excavated portion (A) is buried and restored to complete the construction.

〔別実施例〕(Another embodiment)

次に別実施例を説明する。 Next, another embodiment will be described.

都市ガス供給管以外に水道管、工業用配管その他の埋
設した金属製や樹脂製の管を対象にでき、それらを埋設
管(1)と総称する。
In addition to city gas supply pipes, water pipes, industrial pipes, and other buried metal or resin pipes can be used, and these are collectively referred to as buried pipes (1).

使用する管内面カッター、管内面カッター(3)、管
引抜装置(4)の具体構成は不問である。
The specific configuration of the pipe inner surface cutter, the pipe inner surface cutter (3), and the pipe drawing device (4) to be used does not matter.

本支管(2)などの撤去対象部分が接続された管のシ
ールは、無噴出式工具によって流体輸送を継続しながら
流体漏洩が無い状態で実行することが望ましい。
It is desirable that the sealing of the pipe to which the part to be removed such as the main pipe (2) is connected is performed in a state where there is no fluid leakage while fluid transport is continued by a non-spray type tool.

尚、特許請求の範囲の項に図面との対照を便利にする
為に符号を記すが、該記入による本発明は添付図面の構
造に限定されるものではない。
In the claims, reference numerals are provided for convenience of comparison with the drawings, but the present invention by the entry is not limited to the structure of the attached drawings.

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

第1図及び第2図は本発明の実施例を示し、第1図
(イ)ないし(ハ)は施工手順を示す概念図、第2図は
管引抜装置の概念図である。第3図(イ)ないし(ニ)
は従来例の施工手順を示す概念図である。 (1)……埋設管、(1a)……撤去対象部分、(3)…
…管内面カッター、(4)……管引抜装置、(4d)……
チャック、(A)……掘出し箇所。
FIGS. 1 and 2 show an embodiment of the present invention. FIGS. 1 (a) to 1 (c) are conceptual diagrams showing a construction procedure, and FIG. 2 is a conceptual diagram of a pipe drawing device. Fig. 3 (a) to (d)
FIG. 2 is a conceptual diagram showing a construction procedure of a conventional example. (1) ... buried pipe, (1a) ... part to be removed, (3) ...
… Pipe inner surface cutter, (4)… Pipe puller, (4d)…
Chuck, (A) ... Excavated location.

フロントページの続き (56)参考文献 特開 昭62−41485(JP,A) 実開 昭58−132667(JP,U) (58)調査した分野(Int.Cl.6,DB名) F16L 1/02 Continuation of front page (56) References JP-A-62-41485 (JP, A) JP-A-58-132667 (JP, U) (58) Fields investigated (Int. Cl. 6 , DB name) F16L 1 / 02

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】埋設管(1)の撤去対象部分(1a)をその
一端側においてのみ掘出し、 その掘出し箇所(A)で前記埋設管(1)を切断し、 その切断部分から前記撤去対象部分(1a)内に管内面カ
ッター(3)を挿入して、前記撤去対象部分(1a)の他
端側を前記管内面カッター(3)で切断し、 前記管内面カッター(3)を前記撤去対象部分(1a)か
ら引出した後、前記撤去対象部分(1a)を挟持してつぶ
すチャック(4d)を備えた管引抜装置(4)で、前記撤
去対象部分(1a)をつぶして曲げながら、前記掘出し箇
所(A)側へ引抜く埋設管の撤去法。
1. A part (1a) to be removed of a buried pipe (1) is excavated only at one end thereof, the buried pipe (1) is cut at the excavated point (A), and the part to be removed is cut from the cut part. (1a) Insert the pipe inner surface cutter (3), cut the other end of the part to be removed (1a) with the pipe inner surface cutter (3), and remove the pipe inner surface cutter (3) After being pulled out from the part (1a), the pipe drawing device (4) provided with a chuck (4d) for holding and crushing the part (1a) to be removed while crushing and bending the part (1a). Removal method of buried pipe to be pulled out to the excavation point (A) side.
JP1114545A 1989-05-08 1989-05-08 Removal method of buried pipe Expired - Fee Related JP2939267B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1114545A JP2939267B2 (en) 1989-05-08 1989-05-08 Removal method of buried pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1114545A JP2939267B2 (en) 1989-05-08 1989-05-08 Removal method of buried pipe

Publications (2)

Publication Number Publication Date
JPH02292590A JPH02292590A (en) 1990-12-04
JP2939267B2 true JP2939267B2 (en) 1999-08-25

Family

ID=14640463

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1114545A Expired - Fee Related JP2939267B2 (en) 1989-05-08 1989-05-08 Removal method of buried pipe

Country Status (1)

Country Link
JP (1) JP2939267B2 (en)

Also Published As

Publication number Publication date
JPH02292590A (en) 1990-12-04

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