JPH0979424A - New pipe line construction technique in existing pipe line - Google Patents

New pipe line construction technique in existing pipe line

Info

Publication number
JPH0979424A
JPH0979424A JP23241295A JP23241295A JPH0979424A JP H0979424 A JPH0979424 A JP H0979424A JP 23241295 A JP23241295 A JP 23241295A JP 23241295 A JP23241295 A JP 23241295A JP H0979424 A JPH0979424 A JP H0979424A
Authority
JP
Japan
Prior art keywords
pipe
shape
metal
pipe line
deformation processing
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
JP23241295A
Other languages
Japanese (ja)
Inventor
Yasuo Miyazaki
康雄 宮崎
Akira Kamiide
明 神出
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 Bousui Construction Co Ltd
Original Assignee
Osaka Bousui Construction 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 Osaka Bousui Construction Co Ltd filed Critical Osaka Bousui Construction Co Ltd
Priority to JP23241295A priority Critical patent/JPH0979424A/en
Publication of JPH0979424A publication Critical patent/JPH0979424A/en
Pending legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L1/00Laying or reclaiming pipes; Repairing or joining pipes on or under water

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)

Abstract

PROBLEM TO BE SOLVED: To weld seam part while restoring a shape of a metallic pipe from convolved-shape to circular shape manufactured initially and to reduce the trouble and time for jointing with welding by inserting continuously into an existing pipe line which opens in a work pit a convolved-shape metallic pipe of its outside diameter reduced and forcedly passing through the pipe a pipe enlarging apparatus mounted with an automatic welding machine. SOLUTION: A steel pipe 5 is inserted from a work pit 2 into an existing pipe line 6 which opens in the pit 2, for example, by a drawing-in of a pull rope 8 resulting from actuation of winch 7 in the condition of convolved-shape, that is, of the outside diameter reduced. To restore a shape of a convolved-shape pipe 5' and weld a seam part, a pipe enlarging apparatus 10 mounted with an automatic welding machine 9 is passing forcedly through the steel pipe 5', for example, by the drawing-in operation of the pull rope 8 resulting from actuation of winch 7. The automatic welding machine 9 welds both edge parts. Thereby, a new pipe line which consists of the steel pipe 5 can be constructed in an existing pipe line.

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】本発明は既設管路内に新しい
管路を布設する工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of laying a new pipeline in an existing pipeline.

【0002】[0002]

【従来の技術】既設管路内に新しい管路を布設する工法
として、従来、既設管路の途中に掘削形成した作業ピッ
ト内で定尺の新管(鋼管)を溶接手段の適用で継足しな
がら既設管内に順次挿入していく工法が提案されてい
る。
2. Description of the Related Art Conventionally, as a method of laying a new pipeline in an existing pipeline, a new pipe (steel tube) of a fixed length is added by applying welding means in a work pit formed by excavation in the middle of the existing pipeline. However, a method has been proposed in which the pipes are sequentially inserted into the existing pipe.

【0003】[0003]

【発明が解決しようとする課題】ところが上記従来工法
では作業ピット内で定尺新管を溶接によりいちいち継足
して行かなければならず、溶接継足しに手数と時間がか
かるのみならず新管の挿入が断続的となり、作業効率が
あまりよくなかった。またこのようなパイプインパイプ
工法ではスムーズな挿入を可能とするために、どうして
も嵌め合いが緩くなるので、新旧管路間に隙間が生じ、
隙間にセメントミルクなどの裏込め材を注入充填しなけ
ればならず面倒であった。
However, according to the above-mentioned conventional method, it is necessary to add a new pipe of a standard length in the work pit by welding, and it takes time and time to add a new pipe, and The insertion was intermittent and the work efficiency was not very good. In addition, in such a pipe-in-pipe construction method, in order to allow smooth insertion, the fitting is inevitably loose, so there is a gap between the old and new pipelines,
It was troublesome to fill the gap with backfilling material such as cement milk.

【0004】本発明はこのような従来工法の問題点を一
掃することを目的としてなされたものである。
The present invention has been made for the purpose of eliminating the problems of the conventional method.

【0005】[0005]

【課題を解決するための手段】本発明は、既設管路内に
新しい管路を布設するに際し、地上に金属板巻コイル
を、また地面に掘削形成の作業ピット内に製管部と管変
形加工部をそれぞれ設置し、上記コイルから金属板を引
出しながら製管部並びに管変形加工部に連続的に供給す
ることにより、製管部においては、管長手方向に平行な
1本の未溶接継目を有する円管状金属管を既設管路の内
径に略々相当する外径を持つように連続的に製管し、ま
た管変形加工部においては、上記金属管の継目部を形成
している両エッジが管周り方向にずれるように連続的に
変形加工を施すことにより巻管状となしもって金属管の
外径を縮小させ、外径縮小の巻管状金属管は、作業ピッ
ト内に開口している既設管路内に連続的に挿入して行
き、挿入を終えた後は、巻管状金属管内に自動溶接機搭
載の拡管器を強制的に通すことにより、該拡管器の通過
につれ上記金属管を巻管状から製管当初の円管状に形状
復元しつつ継目部に溶接を施していくことを特徴とす
る、既設管路内への新管布設工法に係る。
According to the present invention, when a new pipeline is laid in an existing pipeline, a metal plate winding coil is formed on the ground, and a pipe-making section and a pipe are deformed in a work pit for excavation formation on the ground. In the pipe making part, one unwelded seam parallel to the longitudinal direction of the pipe is provided by installing the work parts respectively and continuously supplying the metal plate from the coil to the pipe making part and the pipe deformation work part. A circular tubular metal pipe having a pipe is continuously produced so as to have an outer diameter substantially corresponding to the inner diameter of an existing pipeline, and in the pipe deformation processing portion, a joint portion of the metal pipe is formed. The outer diameter of the metal pipe is reduced by continuously deforming the edge so that it shifts in the pipe circumference direction, and the outer diameter of the metal pipe is reduced. Continuously insert into the existing pipeline, and after inserting, By forcibly passing a pipe expander equipped with an automatic welding machine into the rolled tubular metal pipe, the metal pipe is welded to the seam while the shape of the metal pipe is restored from the rolled pipe to the original circular pipe shape as the pipe expands. It relates to a new pipe laying method inside an existing pipeline, which is characterized in that

【0006】[0006]

【発明の実施の形態】以下に本発明の1実施形態を添付
図面にもとづき説明すると次の通りである。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention will be described below with reference to the accompanying drawings.

【0007】尚、実施例では鋼管について述べたが、ア
ルミニウム管、ステンレス管などであってもよい。
Although the steel pipe has been described in the embodiment, it may be an aluminum pipe, a stainless pipe or the like.

【0008】図1に本発明工法の前段工程である、鋼管
挿入工程の全体が概略的に示され、地上に鋼板巻コイル
1が、また地面に掘削形成の作業ピット2内に、製管部
3と管変形加工部4とが、それぞれ設置されている。
FIG. 1 schematically shows the entire process of inserting a steel pipe, which is the first step of the method of the present invention, in which a steel sheet winding coil 1 is provided on the ground, and a pipe forming portion is provided in a work pit 2 for excavation formation on the ground. 3 and a pipe deformation processing unit 4 are installed respectively.

【0009】前段工程の実施に際しては、鋼板1aが上
記コイル1から引出されながら製管部3に連続的に供給
されていく。
In carrying out the former step, the steel sheet 1a is continuously supplied to the pipe-making section 3 while being drawn out from the coil 1.

【0010】製管部3は例えば電縫管製造における製管
部と同様に鋼板1aの供給を受けると、一群の成形ロー
ル3aの働きで鋼板1aから円管状の鋼管5を製管して
行く。
For example, when the steel plate 1a is supplied with the steel plate 1a in the same manner as in the electric resistance welded pipe manufacturing process, the group of forming rolls 3a works to manufacture a circular tubular steel pipe 5 from the steel plate 1a. .

【0011】鋼管5の製管は、既設管路6の内径と略々
同じ大きさの外径を持つように行われ、製管された鋼管
5は管長手方向に平行の1本の未溶接継目部5a(図2
参照)を備えている。
The steel pipe 5 is manufactured so as to have an outer diameter substantially the same as the inner diameter of the existing pipeline 6, and the manufactured steel pipe 5 is a single unwelded pipe parallel to the longitudinal direction of the pipe. Seam 5a (Fig. 2
Reference).

【0012】製管部3において製管された鋼管5は次に
管変形加工部4に送られ、ここで巻管状に変形加工され
る。
The steel pipe 5 produced in the pipe producing unit 3 is then sent to the pipe deformation processing unit 4, where it is deformed into a rolled pipe.

【0013】管変形加工部4における変形加工状況が図
2に示され、鋼管5は図2の左端に示す円管状から右端
に示す巻管状へと段階的に変形加工されていく。各段の
変形加工には、加工ロール(図示せず)を充てることが
できる。尚、図2の左端では継目部5aを分かり易くす
るために隙間をあけて示してあるが、実際にはこの継目
部5aでは両エッジ部5a1,5a1が略々隙間なしに接
している。
FIG. 2 shows the state of deformation processing in the pipe deformation processing portion 4, and the steel pipe 5 is gradually deformed from the circular pipe shown at the left end of FIG. 2 to the winding pipe shown at the right end. A processing roll (not shown) can be used for the deformation processing of each stage. At the left end of FIG. 2, the joint portion 5a is shown with a gap in between for easy understanding, but in reality, in this joint portion 5a, both edge portions 5a 1 and 5a 1 are in contact with each other with substantially no gap. .

【0014】巻管状への変形加工により継目部5aの両
エッジ部5a1,5a1は管周りの方向に位置がずれ、両
エッジ部5a1,5a1間にはラップ部5a2が形成さ
れ、その分、鋼管5の外径が縮小される。
The edge portions 5a 1 and 5a 1 of the seam portion 5a are displaced in the direction around the pipe due to the deformation processing into a wound tubular shape, and a lap portion 5a 2 is formed between the edge portions 5a 1 and 5a 1. The outer diameter of the steel pipe 5 is reduced accordingly.

【0015】鋼管5は巻管状、従って外径が縮小された
状態で、作業ピット2から該ピット2内に開口している
既設管路6内へと、例えばウインチ7の作動による牽引
ロープ8の引込みで挿入されて行く。
The steel pipe 5 is wound in a tubular shape, and thus in a state where the outer diameter is reduced, from the work pit 2 into the existing pipe line 6 opening in the pit 2, for example, the pulling rope 8 by the operation of the winch 7 is operated. It is inserted by pulling in.

【0016】図1に示す鋼管の挿入工程を終えると、こ
れに引続き図3に示す後段工程において、巻管状鋼管
5′の形状復元と継目部5aの溶接とを行うために、上
記鋼管5′内に自動溶接機9を搭載した拡管器10が例
えばウインチ7の作動による牽引ロープ8の引込み操作
によって強制的に通される。
After the step of inserting the steel pipe shown in FIG. 1 is completed, in the subsequent step shown in FIG. 3, in order to restore the shape of the rolled tubular steel pipe 5'and weld the joint portion 5a, the steel pipe 5'is formed. A tube expander 10 having an automatic welding machine 9 mounted therein is forcibly passed by, for example, a pulling operation of a tow rope 8 by an operation of a winch 7.

【0017】拡管器10は製管当初の鋼管5の内径に略
々相当する外径を有し、巻管状鋼管5′を管内通過中に
内側から押し拡げラップ部5a2を消去させ、もって鋼
管を巻管状から製管当初の円管状に形状復元させると共
に両エッジ部5a1,5a1を継目部5aにおいて略々当
接される。
The pipe expander 10 has an outer diameter substantially corresponding to the inner diameter of the steel pipe 5 at the beginning of pipe manufacturing, and pushes the rolled tubular steel pipe 5'from the inside to expand the lap portion 5a 2 while the rolled tubular steel pipe 5'is passing through the pipe, thereby eliminating the steel pipe. Is restored from the wound tubular shape to the circular tubular shape at the beginning of pipe making, and both edge portions 5a 1 and 5a 1 are substantially abutted at the joint portion 5a.

【0018】一方、自動溶接機9は両エッジ部5a1
5a1が略々当接状態に戻ると、これを追うように両エ
ッジ部5a1,5a1に溶接を施して行く。
On the other hand, the automatic welding machine 9 has two edge parts 5a 1 ,
When 5a 1 returns to the substantially abutting state, both edge portions 5a 1 and 5a 1 are welded so as to follow this.

【0019】よって後段工程を終えることにより、既設
管路内に鋼管5からなる新しい管路を布設できる。
Therefore, by completing the latter step, a new pipeline made of the steel pipe 5 can be installed in the existing pipeline.

【0020】[0020]

【発明の効果】本発明工法によれば、既設管路内に新し
い管路を連続的に隙間なしに布設することができるの
で、従来工法に見られるような溶接継足しの手数や裏込
めの手数が不要となり、新管路の布設工を自動機械的に
能率よく行うことが可能になる。
According to the construction method of the present invention, new pipelines can be continuously laid in the existing pipeline without any gaps, so that the number of welding steps and backfilling as seen in the conventional construction method can be reduced. This eliminates the need for labor and enables the new pipe laying work to be performed efficiently automatically and mechanically.

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

【図1】本発明工法の前段工程の状況を概略的に示す全
体図である。
FIG. 1 is an overall view schematically showing a situation of a former step of a method of the present invention.

【図2】鋼管の巻管状への変形加工状況を概略的に示す
説明図である。
FIG. 2 is an explanatory view schematically showing a deformation processing state of a steel pipe into a rolled pipe.

【図3】本発明工法の後段工程の状況を概略的に示す全
体図である。
FIG. 3 is an overall view schematically showing a situation of a latter step of the method of the present invention.

【図4】巻管状鋼管の形状復元並びに自動溶接状況を概
略的に示す説明図である。
FIG. 4 is an explanatory view schematically showing the shape restoration of a rolled tubular steel pipe and the state of automatic welding.

【符号の説明】[Explanation of symbols]

1 鋼板巻コイル 2 作業ピット 3 製管部 4 管変形加工部 5 鋼管 6 既設管路 7 ウインチ 8 牽引ロープ 9 自動溶接機 10 拡管器 1 Steel Plate Winding Coil 2 Work Pit 3 Pipe Making Section 4 Pipe Deformation Processing Section 5 Steel Pipe 6 Existing Pipeline 7 Winch 8 Traction Rope 9 Automatic Welding Machine 10 Pipe Expander

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】既設管路内に新しい管路を布設するに際
し、地上に金属板巻コイルを、また地面に掘削形成の作
業ピット内に製管部と管変形加工部をそれぞれ設置し、
上記コイルから金属板を引出しながら製管部並びに管変
形加工部に連続的に供給することにより、製管部におい
ては、管長手方向に平行な1本の未溶接継目を有する円
管状金属管を既設管路の内径に略々相当する外径を持つ
ように連続的に製管し、また管変形加工部においては、
上記金属管の継目部を形成している両エッジが管周り方
向にずれるように連続的に変形加工を施すことにより巻
管状となしもって金属管の外径を縮小させ、外径縮小の
巻管状金属管は、作業ピット内に開口している既設管路
内に連続的に挿入して行き、挿入を終えた後は、巻管状
金属管内に自動溶接機搭載の拡管器を強制的に通すこと
により、該拡管器の通過につれ上記金属管を巻管状から
製管当初の円管状に形状復元しつつ継目部に溶接を施し
て行くことを特徴とする、既設管路内への新管布設工
法。
1. When laying a new pipeline in an existing pipeline, a metal plate winding coil is installed on the ground, and a pipe manufacturing section and a pipe deformation processing section are installed in a work pit for excavation formation on the ground, respectively.
By continuously supplying the metal plate from the coil to the pipe forming portion and the pipe deformation processing portion, a circular tubular metal pipe having one unwelded seam parallel to the pipe longitudinal direction is formed in the pipe forming portion. Pipes are continuously manufactured so that they have an outer diameter approximately equivalent to the inner diameter of the existing pipeline, and in the pipe deformation processing part,
The outer diameter of the metal pipe is reduced by continuously performing deformation processing so that both edges forming the seam portion of the metal pipe are displaced in the pipe circumferential direction, thereby reducing the outer diameter of the metal pipe. The metal tube should be continuously inserted into the existing pipeline that opens into the work pit, and after the insertion is completed, the tube expander equipped with an automatic welding machine should be forcedly passed through the wound tubular metal tube. The method of laying a new pipe in an existing pipeline is characterized in that the metal pipe is welded to a seam portion while the shape of the metal pipe is restored to a circular pipe shape at the beginning of pipe making as the pipe expands. .
JP23241295A 1995-09-11 1995-09-11 New pipe line construction technique in existing pipe line Pending JPH0979424A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23241295A JPH0979424A (en) 1995-09-11 1995-09-11 New pipe line construction technique in existing pipe line

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23241295A JPH0979424A (en) 1995-09-11 1995-09-11 New pipe line construction technique in existing pipe line

Publications (1)

Publication Number Publication Date
JPH0979424A true JPH0979424A (en) 1997-03-25

Family

ID=16938853

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23241295A Pending JPH0979424A (en) 1995-09-11 1995-09-11 New pipe line construction technique in existing pipe line

Country Status (1)

Country Link
JP (1) JPH0979424A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100807538B1 (en) * 2007-02-16 2008-02-29 대한기업주식회사 The revival method which union lays the new waterworks steel pipe on the waterworks steel pipe inside which is been old

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100807538B1 (en) * 2007-02-16 2008-02-29 대한기업주식회사 The revival method which union lays the new waterworks steel pipe on the waterworks steel pipe inside which is been old

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