JPH07256449A - Method for welding end of tube - Google Patents

Method for welding end of tube

Info

Publication number
JPH07256449A
JPH07256449A JP5194594A JP5194594A JPH07256449A JP H07256449 A JPH07256449 A JP H07256449A JP 5194594 A JP5194594 A JP 5194594A JP 5194594 A JP5194594 A JP 5194594A JP H07256449 A JPH07256449 A JP H07256449A
Authority
JP
Japan
Prior art keywords
pipe
welding
tube
main tube
sheath
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.)
Withdrawn
Application number
JP5194594A
Other languages
Japanese (ja)
Inventor
Mitsutoshi Hayashi
光俊 林
Shingo Nagashima
伸吾 長島
Minoru Kurashina
稔 蔵品
Keiji Katahira
啓氏 片平
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
Okumura Corp
Original Assignee
Tokyo Gas Co Ltd
Okumura Corp
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, Okumura Corp filed Critical Tokyo Gas Co Ltd
Priority to JP5194594A priority Critical patent/JPH07256449A/en
Publication of JPH07256449A publication Critical patent/JPH07256449A/en
Withdrawn legal-status Critical Current

Links

Landscapes

  • Butt Welding And Welding Of Specific Article (AREA)

Abstract

PURPOSE:To operate welding over all the circumference from an upper side or a lateral side, to improve the workability and to reduce the working space by putting a liquid inside a sheath tube and welding while floating a inserting main tube and rotating it. CONSTITUTION:A water stop cap 31 is attached at a side end of an arrival vertical shaft of a sheath tube 30, and a water stop packing 34 opening a main tube inserting hole is attached at a side end of a starting vertical shaft 10 side end. A main tube 40 attached with a water stop cap 41 at its front end is pulled inside the sheath tube 30 that water is supplied to a prescribed height position. Then, the main tube 40 is sequentially welded as it is floating in the water inside the sheath tube 30. In this time, a new main tube 40b is horizontally placed on a stand 50 inside the starting pit 10, and it can be freely rotated by rollers 51 on the stand 50. Further, in a time of welding a rear end of the main tube 40a and a front end of the main tube 40b, because the main tube 40 inside the sheath tube 30 is floating in the water, it can be freely rotated. Accordingly, because welding can be executed only at the upper position showing in an arrow mark, the workability is remarkably excellent.

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、後端部を立坑内に残し
て鞘管内に挿入された本管の後端に新たな本管の前端を
同軸に溶接する管端溶接方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pipe end welding method for coaxially welding a front end of a new main pipe to a rear end of a main pipe inserted into a sheath pipe while leaving a rear end portion in a shaft.

【0002】[0002]

【従来の技術】例えば高圧ガスを送るために地中に埋設
する管として、その管の強度の保持等のために、鞘管と
本管とからなる二重管が用いられることがある。またこ
の二重管を地中に埋設するにあたっては、埋設する経路
に沿う延々と長細い溝を地上から開削して埋設するので
はなく、所定の立坑を掘っておいて、この立坑の横壁か
ら管を長手方向に推進するいわゆる推進工法が採用され
る場合がある。この推進工法を採用するにあたっては、
本管を鞘管と共に推進すると本管を傷つけたり本管に歪
が生じたりするおそれがあり、これを避けるために、通
常、鞘管のみが推進され、その後、その鞘管内に本管を
引き込みもしくは押し込む工法が採用される。
2. Description of the Related Art For example, a double pipe consisting of a sheath pipe and a main pipe may be used as a pipe buried in the ground for sending high-pressure gas, in order to maintain the strength of the pipe. Also, when burying this double pipe in the ground, rather than excavating and burying a long and narrow groove along the route to be buried from the ground, a predetermined vertical shaft is dug and the horizontal wall of this vertical shaft is removed. A so-called propulsion method of propelling the pipe in the longitudinal direction may be adopted. In adopting this propulsion method,
If the main tube is propelled together with the sheath tube, the main tube may be damaged or the main tube may be distorted.To avoid this, usually only the sheath tube is propelled, and then the main tube is pulled into the sheath tube. Alternatively, the pushing method is adopted.

【0003】鞘管内に本管を挿入するにあたっては、例
えば6m程度の長さの本管を同軸に溶接し、その溶接さ
れた本管を鞘管内に挿入する工程が繰り返される。
When inserting the main pipe into the sheath pipe, a process of coaxially welding a main pipe having a length of, for example, about 6 m and inserting the welded main pipe into the sheath pipe is repeated.

【0004】[0004]

【発明が解決しようとする課題】本管どうしの溶接の際
は、溶接機を用いた場合も人手による溶接の場合も同様
に本管の全周に亘って溶接を行なう必要があり、特に管
の下側の溶接を行う場合、人手による溶接では無理な姿
勢で溶接を行なうことになり作業性が悪く、溶接の質に
も問題が生じやすい。また溶接機を用いて溶接を行なう
場合、本管の下部にも溶接機が通過するための広いスペ
ースが必要となり、その分立坑を深く掘り、鞘管の推進
や本管の挿入のための架台等の高さを高くする必要があ
り、管埋設の費用の増大化を招くという問題がある。
When welding main pipes together, it is necessary to perform welding along the entire circumference of the main pipes, whether using a welding machine or manually. When the lower side of the welding is performed, the welding is performed in an unnatural posture in the manual welding, the workability is poor, and the quality of the welding is likely to cause a problem. In addition, when welding is performed using a welding machine, a wide space for the welding machine to pass through is also required at the bottom of the main pipe, and the vertical shaft is dug deeply for the space to propel the sheath pipe and insert the main pipe. Therefore, there is a problem in that the cost of burying the pipe is increased.

【0005】本発明は、上記事情に鑑み、人手溶接の場
合の作業性や溶接機を用いた溶接によるスペースの削減
等が図られた管端溶接方法を提供することを目的とす
る。
In view of the above circumstances, it is an object of the present invention to provide a pipe end welding method in which workability in the case of manual welding and space reduction by welding using a welding machine are achieved.

【0006】[0006]

【課題を解決するための手段】上記目的を達成する本発
明の管端溶接方法は、後端部を立坑内に残して鞘管内に
挿入された本管の後端に新たな本管の前端を同軸に溶接
する管端溶接方法において、鞘管内に液体を入れて鞘管
内に挿入された本管を鞘管内に浮遊させ、本管を回転さ
せながら、上記後端と上記前端とを溶接することを特徴
とするものである。
The pipe end welding method of the present invention which achieves the above-mentioned object is a front end of a new main pipe at the rear end of the main pipe inserted into the sheath pipe while leaving the rear end portion in the shaft. In a pipe end welding method of coaxially welding, the main pipe inserted into the sheath pipe by putting a liquid in the sheath pipe is floated in the sheath pipe, and while rotating the main pipe, the rear end and the front end are welded. It is characterized by that.

【0007】[0007]

【作用】本発明の管端溶接方法は、鞘管内の液体(典型
的には水)に本管を浮かせ本管の方を回転しながら溶接
するものであるため、本管の上方もしくは側方等溶接作
業のし易い位置で本管の全周にわたる溶接を行うことが
でき、作業性の向上、スペースの削減が図られる。
In the pipe end welding method of the present invention, the main pipe is floated in the liquid (typically water) in the sheath pipe and the welding is performed while rotating the main pipe. It is possible to perform welding over the entire circumference of the main pipe at a position where it is easy to perform welding, etc., improving workability and reducing space.

【0008】[0008]

【実施例】以下、本発明の実施例について説明する。図
1は、本発明の管端溶接方法の一実施例の模式図であ
る。図1は、発進立坑10と到達立坑20との間での鞘
管30の推進が完了し、本管40が、ウインチワイヤ6
1により、順次溶接されながら鞘管30の途中まで引き
込まれた状態を示した図である。
EXAMPLES Examples of the present invention will be described below. FIG. 1 is a schematic view of an embodiment of the pipe end welding method of the present invention. In FIG. 1, the thrust of the sheath pipe 30 between the starting shaft 10 and the reaching shaft 20 is completed, and the main pipe 40 is replaced by the winch wire 6
FIG. 1 is a view showing a state in which the sheath tube 30 is pulled in halfway while being sequentially welded by No. 1.

【0009】鞘管30の、到達立坑20側の前端には止
水キャップ31が被冠され、また鞘管30の、発進立坑
側の後端には、中央に本管挿入用の孔のあいた止水パッ
キン34が取り付けられ、鞘管30内に給水管32を経
由して水が供給されると共に排水管33を経由して水が
排出され、これにより鞘管30内に常に定量の水が保た
れている。
A water stop cap 31 is capped on the front end of the sheath tube 30 on the reaching shaft 20 side, and a hole for inserting the main pipe is formed in the center on the rear end of the sheath tube 30 on the starting shaft side. The water-stop packing 34 is attached, water is supplied into the sheath pipe 30 via the water supply pipe 32, and the water is discharged via the drain pipe 33, whereby a constant amount of water is constantly stored in the sheath pipe 30. It is kept.

【0010】このように所定の高さ位置まで水が供給さ
れた鞘管30内に、前端に止水キャップ41が被管され
た本管40がウインチワイヤ61で引き込まれる。この
ようにして、本管40が鞘管30内の水に浮いた状態で
引き込まれては順次溶接され、図示のように、最後部に
溶接された本管40aの後端部が立坑内に残る状態まで
進んだものとし、次に、この最後部に溶接された本管4
0aの後端と、新たな本管40bの前端とを溶接する場
合について説明する。
In this way, the main pipe 40 having the front end covered with the water blocking cap 41 is drawn in by the winch wire 61 into the sheath pipe 30 to which water is supplied to the predetermined height position. In this way, the main pipe 40 is drawn in a state of floating in the water in the sheath pipe 30 and sequentially welded, and as shown in the drawing, the rear end portion of the main pipe 40a welded to the rearmost portion is placed in the vertical shaft. The main pipe 4 welded to this rearmost portion is assumed to have advanced to the remaining state.
A case of welding the rear end of 0a and the front end of the new main pipe 40b will be described.

【0011】新たな本管40bが、図示しないクレーン
等に吊り下げられて、発進立坑10内の架台50の上に
横向きに載置される。この架台50には、本管40bを
受け止めるローラ51が備えられており、本管40b
は、架台50上に載置された後、自由に回転することが
できる。また、架台50には、鞘管30内に既に引き込
まれた本管40aの後端と架台50上に載置された新た
な本管50bの前端を同軸に位置合わせする図示しない
位置調整機構が備えられている。
The new main pipe 40b is suspended by a crane or the like (not shown), and placed horizontally on the pedestal 50 in the starting shaft 10. The gantry 50 is provided with rollers 51 for receiving the main pipe 40b.
After being mounted on the gantry 50, it can rotate freely. Further, the gantry 50 has a position adjusting mechanism (not shown) that coaxially aligns the rear end of the main pipe 40a already drawn into the sheath pipe 30 and the front end of a new main pipe 50b placed on the gantry 50. It is equipped.

【0012】このようにして新たな本管40bが架台5
0に載置され位置合わせが完了すると、本管40aの後
端と40bの前端が溶接されるが、この溶接に際して
は、鞘管30内に既に引き込まれた本管40は、鞘管3
0の内部で水に浮いているため、自由に回転することが
でき、したがって、ここでは、図に矢印で示した上部位
置のみで、本管40の方を回転させながら、溶接が行わ
れる。このように、本実施例によれば極めて作業性のよ
い溶接が行われる。
In this way, the new main pipe 40b is attached to the mount 5.
When the main pipe 40a is placed at 0 and the alignment is completed, the rear end of the main pipe 40a and the front end of 40b are welded. At the time of this welding, the main pipe 40 already drawn into the sheath pipe 30 is
Since it floats in water inside 0, it is free to rotate, so here the welding is performed while rotating the main tube 40 only in the upper position shown by the arrow in the figure. Thus, according to this embodiment, welding with extremely good workability is performed.

【0013】溶接が終了すると、その溶接部のX線検査
が行われ、また架台50が取り外され、そのX線検査に
合格すると、ウインチワイヤ61により、溶接された新
たな本管40bの後端部のみが立坑10内に残る位置ま
で鞘管30に引き込まれる。以上を繰り返し、順次溶接
された本管40が鞘管30内に挿入される。以上のよう
にして、本管40が到達立坑20まで引き込まれると、
鞘管30内の水が抜き取られ、それに伴って本管40が
鞘管30の内壁の下部に載置された状態になり、その状
態のまま鞘管30と本管40との間にモルタルが注入さ
れ、本管40が鞘管30内に固定される。
When the welding is completed, an X-ray inspection of the welded portion is carried out, the gantry 50 is removed, and if the X-ray inspection is passed, the rear end of the new main pipe 40b welded by the winch wire 61. Only the part is drawn into the sheath pipe 30 to a position where it remains in the shaft 10. By repeating the above, the welded main pipe 40 is inserted into the sheath pipe 30. As described above, when the main pipe 40 is drawn to the reaching shaft 20,
The water in the sheath pipe 30 is drained, and accordingly, the main pipe 40 is placed on the lower portion of the inner wall of the sheath pipe 30, and mortar remains between the sheath pipe 30 and the main pipe 40 in this state. It is injected and the main tube 40 is fixed in the sheath tube 30.

【0014】[0014]

【発明の効果】以上説明したように、本発明によれば、
極めて作業性のよい、また作業スペースが狭くても済む
溶接が行なわれる。
As described above, according to the present invention,
Welding is performed with extremely good workability and in a small work space.

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

【図1】本発明の管端溶接方法の一実施例の模式図であ
る。
FIG. 1 is a schematic view of an embodiment of a pipe end welding method of the present invention.

【符号の説明】[Explanation of symbols]

10 発進立坑 20 到達立坑 30 鞘管 31 止水キャップ 32 給水管 33 排水管 34 止水パッキン 40 本管 41 止水キャップ 50 架台 51 ローラ 10 Starting shaft 20 Reaching shaft 30 Sheath pipe 31 Water stop cap 32 Water supply pipe 33 Drain pipe 34 Water stop packing 40 Main pipe 41 Water stop cap 50 Stand 51 Roller

───────────────────────────────────────────────────── フロントページの続き (72)発明者 長島 伸吾 横浜市鶴見区末広町1丁目7番7号 東京 瓦斯株式会社導管技術センター内 (72)発明者 蔵品 稔 横浜市鶴見区末広町1丁目7番7号 東京 瓦斯株式会社導管技術センター内 (72)発明者 片平 啓氏 大阪市阿倍野区松崎町2丁目2番2号 株 式会社奥村組内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Shingo Nagashima 1-7-7 Suehiro-cho, Tsurumi-ku, Yokohama City, Tokyo Gas Co., Ltd. Conduit Technology Center (72) Minor inventor Minoru, Suehiro-cho, Tsurumi-ku, Yokohama 7-7 Tokyo Gas Co., Ltd. Conduit Technology Center (72) Inventor Kei Katahira 2-2-2 Matsuzaki-cho, Abeno-ku, Osaka City Okumura-gumi

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 後端部を立坑内に残して鞘管内に挿入さ
れた本管の後端に新たな本管の前端を同軸に溶接する管
端溶接方法において、 鞘管内に液体を入れて鞘管内に挿入された本管を鞘管内
に浮遊させ、該本管を回転させながら、前記後端と前記
前端とを溶接することを特徴とする管端溶接方法。
1. A pipe end welding method in which a front end of a new main pipe is coaxially welded to a rear end of a main pipe inserted into a sheath pipe while leaving a rear end portion in a shaft, and a liquid is put into the sheath pipe. A pipe end welding method, characterized in that a main pipe inserted into a sheath pipe is floated in the sheath pipe, and the rear end and the front end are welded while rotating the main pipe.
JP5194594A 1994-03-23 1994-03-23 Method for welding end of tube Withdrawn JPH07256449A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5194594A JPH07256449A (en) 1994-03-23 1994-03-23 Method for welding end of tube

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5194594A JPH07256449A (en) 1994-03-23 1994-03-23 Method for welding end of tube

Publications (1)

Publication Number Publication Date
JPH07256449A true JPH07256449A (en) 1995-10-09

Family

ID=12901019

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5194594A Withdrawn JPH07256449A (en) 1994-03-23 1994-03-23 Method for welding end of tube

Country Status (1)

Country Link
JP (1) JPH07256449A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012219914A (en) * 2011-04-08 2012-11-12 Nippon Steel Pipeline Co Ltd Apparatus and method for inserting pipe into sleeve using buoyancy
JP2014031004A (en) * 2012-07-12 2014-02-20 Sekisui Chem Co Ltd Method for producing regeneration pipe
JP2016020609A (en) * 2014-07-15 2016-02-04 日鉄住金パイプライン&エンジニアリング株式会社 Construction method and construction structure of tunnel for pipeline
CN117900757A (en) * 2024-03-19 2024-04-19 齐齐哈尔齐三机床有限公司 Pipeline welding and fixing device and application method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012219914A (en) * 2011-04-08 2012-11-12 Nippon Steel Pipeline Co Ltd Apparatus and method for inserting pipe into sleeve using buoyancy
JP2014031004A (en) * 2012-07-12 2014-02-20 Sekisui Chem Co Ltd Method for producing regeneration pipe
JP2016020609A (en) * 2014-07-15 2016-02-04 日鉄住金パイプライン&エンジニアリング株式会社 Construction method and construction structure of tunnel for pipeline
CN117900757A (en) * 2024-03-19 2024-04-19 齐齐哈尔齐三机床有限公司 Pipeline welding and fixing device and application method thereof

Similar Documents

Publication Publication Date Title
BG61351B1 (en) Device for practically vertical positioning of a pipeline
US3785160A (en) Method and apparatus for working on submerged pipeline means
CN110924864A (en) Directional drilling traction construction method for offshore water delivery pipeline
JPH07256449A (en) Method for welding end of tube
JP5359070B2 (en) Dredge excavator and dredging system using the dredger for dredging
JPS57172039A (en) Method and apparatus for placing under-water concrete
JP3278275B2 (en) How to insert the main pipe into the underground sheath pipe
JP2526095B2 (en) Curved pipe guide device in arc propulsion method
JPH09165743A (en) Cleaning device for wall face
JPH0813539A (en) Underwater walking type dredging method and dredger
JP2526096B2 (en) Pipe press-fitting device in arc propulsion method and its use
CN215483501U (en) Finished product protection device for dewatering well in foundation pit dewatering and drainage engineering
RU95105650A (en) Method of repair of sagging and washed-out sections of underwater pipe line
JPH045396A (en) Propulsion device for jacking method
JP2755801B2 (en) Repairing method by support in piping
JP2005163901A (en) Water bed pipe laying method
JP2003309912A (en) Remover for obstruction in underground duct line
JPH0941875A (en) Underground propelling device and underground propelling method
JP2985072B2 (en) Underwater moving line support device in running water pipeline
JP2804985B2 (en) Propulsion device
JPH09195676A (en) Propulsive method of rod for drilling boring hole pushed in by propulsive machine
JPH0696946B2 (en) Pipe burying method and device
JPH01315581A (en) Circular arc propulsion construction and pipe propelling device
JPH07190251A (en) Sinking method for flexible pipe
JPH1159898A (en) In-pipe excavating device

Legal Events

Date Code Title Description
A300 Withdrawal of application because of no request for examination

Free format text: JAPANESE INTERMEDIATE CODE: A300

Effective date: 20010605