JPH0363331A - Piping execution - Google Patents

Piping execution

Info

Publication number
JPH0363331A
JPH0363331A JP19632689A JP19632689A JPH0363331A JP H0363331 A JPH0363331 A JP H0363331A JP 19632689 A JP19632689 A JP 19632689A JP 19632689 A JP19632689 A JP 19632689A JP H0363331 A JPH0363331 A JP H0363331A
Authority
JP
Japan
Prior art keywords
steel pipe
bending
piping
coil
pipes
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
Application number
JP19632689A
Other languages
Japanese (ja)
Other versions
JPH0657963B2 (en
Inventor
Kazumasa Inoue
井上 和誠
Hayashi Sasano
笹野 林
Katsumi Yamamoto
勝美 山本
Hitoshi Takeshita
仁 竹下
Noboru Komi
小海 昇
Mikio Igarashi
五十嵐 幹夫
Katsuhiko Miyagawa
宮川 勝彦
Takeshi Yamazaki
武志 山崎
Hideo Tsuruta
鶴田 秀雄
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.)
NIKKI KOJI KK
JGC Corp
Nippon Steel Corp
Original Assignee
NIKKI KOJI KK
JGC Corp
Nippon Steel 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 NIKKI KOJI KK, JGC Corp, Nippon Steel Corp filed Critical NIKKI KOJI KK
Priority to JP19632689A priority Critical patent/JPH0657963B2/en
Publication of JPH0363331A publication Critical patent/JPH0363331A/en
Publication of JPH0657963B2 publication Critical patent/JPH0657963B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Domestic Plumbing Installations (AREA)

Abstract

PURPOSE:To reduce the number of welding spots and to shorten a term of works by a method wherein, in execution of a piping work in which a piping route is complicated and narrow and which is attended with stereo bending, piping is made such that a steel pipe in a coil is uncoiled as the tip of the steel pipe is coarsely bent, and both ends are finally interconnected. CONSTITUTION:A steel pipe 2 in a coil 1 has bending of 30-100DR at a part where coarse bending is made at an acutemost angle and bending of approximate 3-5DR by a bending work. Piping is effected such that a tip 21 of the steel pipe is uncoiled as coarse bending along a piping route, and a bending work is finally applied in a given position to interconnect both ends by welding.

Description

【発明の詳細な説明】[Detailed description of the invention] 【産業上の利用分野] 本発明は配管施工方法、とくに狭い場所における配管の施工を容易にする方法に関する。 【従来の技術】[Industrial application field] The present invention relates to a piping construction method, and particularly to a method for facilitating piping construction in a narrow space. [Conventional technology]

一般に配管は、定尺の直管や所定の形状の曲管を接続す
ることによって行なわれている。 従来の配管方法によ
るときは、長さに限度のある管を多数つなぐことになる
ので、溶接によるにせよネジ止めによるにせよ、管と管
との接続に、また接続部の検査に、多大な時間と労力を
要する。 とくに、狭い空間に配管しようとするときに
、これは深刻な問題となる。 最近、コイル状長尺鋼管が市場に提供されるようになっ
た。 これを使用して、屋外スケートリンクの床に製氷
用配管を敷設するのに、コイル状に巻いた配管用長尺鋼
管を施工現場でコイルから巻きほぐしながら直線状に矯
正し、または必要な曲率を与えて使用し、溶接などの接
続部を最少限にした施工方法が試みられ、成功をおさめ
た。 しかし、上記のような施工法は作業のために広い空間が
必要であり、また立体的な配置をする配管には適しない
。 そこで、配管経路が複雑で立体的な屈曲を伴う場合
や、狭い通路やセル、煙突などを通る場合にも、コイル
状鋼管の使用を可能にするような配管施工方法が要望さ
れていた。 [発明が解決しようとする課題] 本発明の目的は、上記の要望にこたえ、コイル状鋼管を
使用することにより、接続部分の数を著しく減少させる
ことができ、しかも狭隘なところや立体的な配置であっ
ても容易に配管をすることのできる施工方法を提供する
ことにある。 [課題を解決するための手段] 本発明の配管施工方法は、第1図に示すように、コイル
(1)状に巻いてある配管用長尺鋼管(2〉を、コイル
を巻きほぐし配管経路の沿って粗曲げしながら展開し、
接続しようとする位置に向って鋼管の先端(21)を引
回すか、または、図示してないがコイルを移動させるか
して鋼管を配置し、ついで第2図に示すように、一方の
端から(図の例では、配管により接続すべきポンプ(4
)とタンク(5〉のうち後者の方から)順次、所定の位
置において所定の曲げ半径に鋼管を曲げ加工し、最後に
鋼管の両端を所定個所に、溶接その他の方法で接続する
ことからなる。 本発明に使用するコイル状鋼管は、代表的には高周波誘
導溶接によって造管した電縫鋼管、または熱間押出法も
しくは熱間圧延法によって造管した継目なし鋼管を、連
続加熱炉で加熱して絞り圧延によって細径化し、所定の
寸法に仕上げた鋼管をコイル状に巻き取ったものである
。 市販品は「配管用P I C(Pipe In C
o11) j  (新日本製鐵■製)とよばれ、現在、
外径42.7#X長ざ110TrLまでの範囲でいくつ
かのグレードがある。 (小径のものは、もつと長尺にできる。〉 鋼管の曲げ
加工は、常用のパイプベンダーなどを用いて実施できる
こと、もちろんである。 鋼管の接続は、従来と同様に、溶接やネジ止めなど適宜
の手段で行なう。 [作 用] コイル状の長尺鋼管を巻きほぐし粗曲げしながら展開す
るとき、鋼管に加わる曲げは、通常50〜100DR,
最大でも30DRどまりである。 このような曲げは、数回くりかえしても、鋼管に加工硬
化をひきおこすほどのものではない。 耐食性を要求さ
れる配管にステンレスlll管を使用した場合、曲げの
繰り返しが耐食性を低下させることが心配されたが、下
記の実施例にみるように、はとんど影響がないことが確
認された。
Generally, piping is performed by connecting straight pipes of a fixed length or curved pipes of a predetermined shape. When using conventional piping methods, many pipes with limited lengths are connected, so it takes a lot of effort to connect pipes and inspect the joints, whether by welding or screwing. It takes time and effort. This becomes a serious problem, especially when attempting to install piping in a narrow space. Recently, coiled long steel pipes have become available on the market. This is used to straighten the long steel pipes wound into coils at the construction site by unwinding them from the coils and straightening them to the required curvature. Construction methods that minimized the number of joints, such as welding, were attempted and were successful. However, the construction method described above requires a large space for the work, and is not suitable for pipes arranged in three dimensions. Therefore, there has been a need for a piping construction method that allows the use of coiled steel pipes even when the piping route is complex and involves three-dimensional bends, or when passing through narrow passages, cells, chimneys, etc. [Problems to be Solved by the Invention] The purpose of the present invention is to meet the above-mentioned needs, and by using a coiled steel pipe, the number of connection parts can be significantly reduced, and it can be used in narrow spaces or three-dimensional spaces. It is an object of the present invention to provide a construction method that allows easy piping even if it is arranged. [Means for Solving the Problems] As shown in FIG. 1, the piping construction method of the present invention involves unwinding a long steel pipe (2) for piping that has been wound into a coil (1) shape to create a piping route. Unroll it while roughly bending it along the
Place the steel pipe by routing the tip (21) of the steel pipe toward the position to be connected, or by moving the coil (not shown), and then connect one end as shown in Figure 2. (In the example shown, the pump (4) to be connected by piping
) and tank (from the latter of 5)), the steel pipes are sequentially bent to a predetermined bending radius at a predetermined position, and finally both ends of the steel pipe are connected to a predetermined location by welding or other methods. . The coiled steel pipe used in the present invention is typically an ERW steel pipe produced by high-frequency induction welding, or a seamless steel pipe produced by hot extrusion or hot rolling, heated in a continuous heating furnace. This is a steel pipe that has been reduced in diameter by reduction rolling and finished to a predetermined size, and then wound into a coil. The commercially available product is “Pipe In C”.
o11) j (manufactured by Nippon Steel Corporation), and currently,
There are several grades ranging from outer diameter 42.7# to length 110TrL. (Small-diameter items can be made into longer lengths.) Of course, steel pipes can be bent using a regular pipe bender. Steel pipes can be connected in the same way as before, such as by welding or screwing. This is done by an appropriate means. [Function] When a long steel pipe in the form of a coil is uncoiled and unfolded while being roughly bent, the bending applied to the steel pipe is usually 50 to 100 DR,
The maximum is only 30DR. Even if such bending is repeated several times, it will not cause work hardening in the steel pipe. When stainless steel pipes are used for piping that requires corrosion resistance, there was concern that repeated bending would reduce the corrosion resistance, but as shown in the examples below, it was confirmed that there was almost no effect. Ta.

【実施例】【Example】

まず、5US304鋼管(外径13.8M、肉厚2馴〉
を対象に、冷間曲げ加工が耐食性に及ぼす影響をしらべ
た。 この鋼管を30crnの長さに切断し、つぎの曲
げ加工を施してから軸に沿って切断し、得られた半割り
材を腐食試験(uueytest : 48時間×5サ
イクル)に供した。 (A)半径652m(50DR)に1回曲げ加工(B)
半径652mに10回西げ加工 (C)半径50mm (3,6D R>で90’の曲げ
加工(D)半径652aに10回曲げ加工し、ついで半
径50mで90”の曲げ加工 (E)曲げ加工なしくコイルのまま) 各供試材の腐食速度は下に示すとおりで、曲げ加工によ
る耐食性の低下は、実用上さしつかえのない範囲であっ
た。 そこで、このステンレス鋼管を使用して、図に示すよう
にポンプとタンクとを接続する配管を本発明に従って施
工した。 鋼管の両端を、それぞれポンプ(4)および
タンク(5〉に、XおよびYの点で溶接した。 従来の方法で配管した場合は、たとえば第2図に符号(
a−g>で示した諸点において、直管、ベンド管、0字
管などを溶接する必要があった。 供試材   腐食速度( A        O。 B        O。 CO9 D        (L E        O。 g/尻・h) 7 2 0 3 9 [発明の効果1 本発明の配管施工方法によれば、配管途中における管と
管との接続およびそれに伴って必要になる検査を大幅に
削減することができ、工期の短縮およびコストの低減が
図れるとともに、プラントの安全性が向上する。 従っ
て本発明は、核燃料の再処理プラントや食品製造プラン
トのように、狭い空間での配管施工の必要が多い一方で
、漏洩や汚染を極力防止しなければならない設備の配管
に適用した場合に、とくに意義が大きい。 そのほか、
一般の化学プラントなどに適用しても有利であることは
、いうまでもない。
First, 5US304 steel pipe (outer diameter 13.8M, wall thickness 2mm)
The effect of cold bending on corrosion resistance was investigated. This steel pipe was cut into a length of 30 crn, subjected to the following bending process, and then cut along the axis, and the resulting half pieces were subjected to a corrosion test (uueytest: 48 hours x 5 cycles). (A) One bending process at a radius of 652m (50DR) (B)
West bending 10 times at a radius of 652 m (C) 90' bending at a radius of 50 mm (3,6D R>) (D) Bending 10 times at a radius of 652 a, then 90" bending at a radius of 50 m (E) Bending The corrosion rate of each test material is as shown below, and the decrease in corrosion resistance due to bending was within a practically acceptable range. Therefore, using this stainless steel pipe, The piping connecting the pump and the tank was constructed according to the present invention as shown in Figure 1. Both ends of the steel pipe were welded to the pump (4) and the tank (5) at points X and Y, respectively. In this case, for example, the symbol (
At the various points shown in a-g>, it was necessary to weld straight pipes, bent pipes, zero-shaped pipes, etc. Test material Corrosion rate (A O. B O. CO9 D (L E O. g/bottom/h) 7 2 0 3 9 [Effect 1 of the invention According to the piping construction method of the present invention, the pipes in the middle of the piping Connections with pipes and inspections required accordingly can be significantly reduced, shortening construction time and costs, and improving plant safety.Therefore, the present invention is applicable to nuclear fuel reprocessing plants. It is especially significant when applied to piping in facilities such as industrial and food manufacturing plants, where piping construction is often required in confined spaces and where leakage and contamination must be prevented as much as possible.
Needless to say, this method is advantageous when applied to general chemical plants.

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

第1図および第2図は、本発明の方法による配管施工の
例を説明するためのものであって、第1図は概略の配管
ラインを形成しているところを、第2図は配管施工を終
ったところを、それぞれ示す断面図である。 1・・・コイル     2・・・鋼管4・・・ポンプ X、Y・・・溶接部 5・・・タンク
Figures 1 and 2 are for explaining an example of piping construction by the method of the present invention. FIG. 1... Coil 2... Steel pipe 4... Pump X, Y... Welded part 5... Tank

Claims (2)

【特許請求の範囲】[Claims] (1)コイル状に巻いてある配管用長尺鋼管を、コイル
を巻きほぐし配管経路に沿って粗曲げしながら展開し、
接続しようとする位置に向つて鋼管の先端を引回すか、
またはコイルを移動させるかして鋼管を配置し、ついで
一方の端から順次、所定の位置において所定の曲げ半径
に鋼管を曲げ加工し、最後に鋼管の両端を所定個所に接
続することからなる配管施工方法。
(1) A long steel pipe for piping that has been wound into a coil is unwound and unfolded while being roughly bent along the piping route.
Route the tip of the steel pipe toward the location you want to connect, or
Alternatively, piping consists of arranging the steel pipe by moving the coil, then bending the steel pipe sequentially from one end to a predetermined bending radius at a predetermined position, and finally connecting both ends of the steel pipe to a predetermined location. Construction method.
(2)鋼管の粗曲げが、最も強く曲がる部分で30〜1
00DRであり、曲げ加工による曲げを3〜5DR程度
に行なう請求項1の配管施工方法。
(2) Rough bending of the steel pipe is 30 to 1 at the most strongly bent part.
00DR, and the pipe construction method according to claim 1, wherein the bending process is performed to about 3 to 5DR.
JP19632689A 1989-07-28 1989-07-28 Piping method Expired - Lifetime JPH0657963B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19632689A JPH0657963B2 (en) 1989-07-28 1989-07-28 Piping method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19632689A JPH0657963B2 (en) 1989-07-28 1989-07-28 Piping method

Publications (2)

Publication Number Publication Date
JPH0363331A true JPH0363331A (en) 1991-03-19
JPH0657963B2 JPH0657963B2 (en) 1994-08-03

Family

ID=16355962

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19632689A Expired - Lifetime JPH0657963B2 (en) 1989-07-28 1989-07-28 Piping method

Country Status (1)

Country Link
JP (1) JPH0657963B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000257123A (en) * 1999-03-04 2000-09-19 Omura Katsuyuki Connection water supply pipe facility and indoor hydrant facility

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011153641A (en) * 2010-01-26 2011-08-11 Taiyo Nippon Sanso Corp Construction method for high purity gas supply pipe and pipe fixing tool

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000257123A (en) * 1999-03-04 2000-09-19 Omura Katsuyuki Connection water supply pipe facility and indoor hydrant facility

Also Published As

Publication number Publication date
JPH0657963B2 (en) 1994-08-03

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