JPH028584A - Pipe welded joint - Google Patents

Pipe welded joint

Info

Publication number
JPH028584A
JPH028584A JP15362088A JP15362088A JPH028584A JP H028584 A JPH028584 A JP H028584A JP 15362088 A JP15362088 A JP 15362088A JP 15362088 A JP15362088 A JP 15362088A JP H028584 A JPH028584 A JP H028584A
Authority
JP
Japan
Prior art keywords
welding
joint
pipe
flange
flanges
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
JP15362088A
Other languages
Japanese (ja)
Other versions
JPH0587718B2 (en
Inventor
Hisao Takeuchi
竹内 久男
Masanori Kajimura
梶村 正徳
Akira Hagio
萩尾 彰
Yoshimi Ono
小野 芳美
Hiroshi Honma
博 本間
Hiroomi Muramatsu
村松 博臣
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.)
NGK Insulators Ltd
JFE Engineering Corp
Original Assignee
NGK Insulators Ltd
NKK Corp
Nippon Kokan 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 NGK Insulators Ltd, NKK Corp, Nippon Kokan Ltd filed Critical NGK Insulators Ltd
Priority to JP15362088A priority Critical patent/JPH028584A/en
Publication of JPH028584A publication Critical patent/JPH028584A/en
Publication of JPH0587718B2 publication Critical patent/JPH0587718B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Non-Disconnectible Joints And Screw-Threaded Joints (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)

Abstract

PURPOSE:To strengthen a welded pipe joint by applying weld around the circumferential part of a flange fitted to a pipe and jointing inner lining materials to each other with welding heat. CONSTITUTION:A joint ring 8 is set between flanges 11 and 21, and circumferential weld is applied to the external surfaces of the flanges 11 and 21. Lining materials 12 and 22 are softened and melted with welding heat, thereby being made monolithical with each other. According to the aforesaid construction, the lining materials 12 and 22 are integrated with each other and the bonding strength of pipes proper 1 and 2 is increased, thereby obtaining joint strength equivalent to the strength of the pipes proper 1 and 2.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、内面ライニング管の溶接式管継手構造に関す
るものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a welded pipe joint structure for internally lined pipes.

[従来の技術] 従来の内面ライニング管の管継手方式としては、次のよ
うなものがある。
[Prior Art] Conventional pipe joint systems for internally lined pipes include the following.

(1)ねじ継手 内外面防蝕継手として内面ライニング管専用のねじ継手
(ソケットなど)を用いて接合する。
(1) Threaded joint A threaded joint (socket, etc.) specifically designed for inner-lined pipes is used as a corrosion-resistant joint for inner and outer surfaces.

(2)フランジ継手 シール面まで内面ライニングが施され、管体と一体とな
ったフランジ面間にガスケットを挾みフランジボルトで
締結する。
(2) The inner lining is applied to the flange joint sealing surface, and a gasket is inserted between the flange surfaces that are integrated with the pipe body and fastened with flange bolts.

(3)溶接継手 また、接合部の管内面の防蝕性よりも継手強度が優先す
る場合には管と管の円周突合わせ溶接を行う。
(3) Welded joints If the joint strength is given priority over the corrosion resistance of the inner surface of the pipes at the joint, circumferential butt welding of the pipes is performed.

[発明が解決しようとする課題] 以上の従来既存の継手を、特に埋設配管等に用いる場合
には、各継手毎に次のような問題が生ずる。
[Problems to be Solved by the Invention] When the conventional existing joints described above are used particularly for buried piping, etc., the following problems arise for each joint.

(1)ねじ継手の場合 ■継手強度を本管以上にすることは構造的に不可能 ■シール性が確実でなく、外力等によるシール性の経時
変化が生じ易い。
(1) In the case of threaded joints ■It is structurally impossible to make the joint strength higher than that of the main pipe ■Sealing performance is not reliable, and sealing performance tends to change over time due to external forces, etc.

(2)フランジ継手の場合 ■継手強度を本管以上にすることは難しい。(2) For flange joints ■It is difficult to make the joint strength higher than that of the main pipe.

■シール性が確実でなく、シール材の劣化や外力等によ
るシール性の経時変化が生じ易い。
■Sealing properties are not reliable, and sealing properties tend to change over time due to deterioration of the sealing material or external forces.

(3)溶接継手の場合(本管の突合せ溶接)■管内面の
ライニング材が溶接熱で焼損し、そのままでは継手部管
内面の防蝕が不可能で水道管では赤水の原因となる。
(3) In the case of welded joints (butt welding of main pipes) - The lining material on the inner surface of the pipe burns out due to welding heat, and if left as is, it is impossible to protect the inner surface of the pipe at the joint, causing red water in water pipes.

■溶接後に継手部の内面ライニング補修が必要となる。■It is necessary to repair the inner lining of the joint after welding.

■溶接施工後にライニング材の焼損物が配管内にたまる
■After welding, burnt material from the lining material accumulates inside the pipe.

本発明は、以上の従来の溶接式管継手構造に関する問題
点を解決する管溶接継手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 welded pipe joint that solves the problems associated with the conventional welded pipe joint structure described above.

[課題を解決するための手段] この発明に係る管溶接継手は、次のように構成される。[Means to solve the problem] The pipe welding joint according to the present invention is constructed as follows.

(1)本管と、外周部に現地溶接用開先を有するフラン
ジを突合せ溶接する。
(1) Butt weld the main pipe and the flange, which has a groove for on-site welding on the outer periphery.

(2)本管内面とフランジ面を一体型の内面ライニング
処理を行う。
(2) Perform integrated inner lining treatment on the inner surface of the main pipe and the flange surface.

(3)フランジ面間に継手用リングをセットし、フラン
ジを仮付する。
(3) Set the coupling ring between the flange surfaces and temporarily attach the flange.

(4)両フランジを溶接する。(4) Weld both flanges.

(5)フランジ内面ライニング材を溶接熱により軟化、
溶融し一体化する。
(5) The flange inner lining material is softened by welding heat.
Melt and integrate.

(6)マスチックで成形する。(6) Shape with mastic.

(7)シュリンクチューブで継手をカバーする。(7) Cover the joint with shrink tube.

以上の構成からなる管溶接継手は、(1)〜(2)は工
場で (3)〜(7)は現地で構成されることが好まし
い。
In the pipe welded joint having the above configuration, it is preferable that (1) to (2) are configured at the factory and (3) to (7) are configured at the site.

この発明に係る管溶接継手は、内面ライニング管の溶接
による現地接合において、管に取り付けられたフランジ
外周部で円周溶接を行い、その際発生する溶接熱を利用
してフランジ面の内面ライニング材を軟化・溶融し、か
つ溶接収縮により接合させ、継手部の内面ライニングを
一体化することを特徴とする管溶接継手である。
The pipe welding joint according to the present invention performs circumferential welding on the outer periphery of a flange attached to the pipe during on-site welding of internally lined pipes, and uses the welding heat generated at that time to weld the internal lining material on the flange surface. This pipe welding joint is characterized by softening and melting the pipes and joining them by welding shrinkage, thereby integrating the inner lining of the joint.

[作用] 本発明の管溶接継手は、管に取付けられたフランジ外周
部での突合わせ溶接によって継手強度を本管以上とし、
その溶接熱によってフランジ面の内面ライニング材を軟
化・溶融し、かつ溶接収縮によって接合させ継手部の内
面ライニングを一体化することで継手内面の防蝕層を形
成する。
[Function] The pipe welded joint of the present invention has a joint strength greater than that of the main pipe by butt welding at the outer circumference of the flange attached to the pipe,
The welding heat softens and melts the inner lining material on the flange surface, and the inner lining material of the joint is joined by welding shrinkage, thereby forming a corrosion-resistant layer on the inner surface of the joint.

次に、本発明方法の実施例について述べる。Next, examples of the method of the present invention will be described.

[実施例] 第1図は本発明の一実施例である直埋型絶縁継手の説明
図、第2図は第1図の要部の拡大説明図である。
[Example] FIG. 1 is an explanatory diagram of a directly buried type insulating joint which is an embodiment of the present invention, and FIG. 2 is an enlarged explanatory diagram of the main part of FIG. 1.

両図において、(1)と(2)は接合する管本体、(1
1)と(21)は管本体(1)と(2)のフランジ、(
12)、(22)はライニングである。(3)は第1溶
接部、(4)は第2溶接部である。第1溶接部(3)は
管本体(1)、(2)とフランジ(11)、(21)と
を接合し、第2溶接部(4)は管本体(1)及び(2)
を接合する。(5)はマスチック、(6)はシュリンク
チューブである。(7)は第2溶接部用の開先、(8)
は継手用のリングである。
In both figures, (1) and (2) are the pipe bodies to be joined, (1
1) and (21) are the flanges of the tube bodies (1) and (2), (
12) and (22) are linings. (3) is the first welded portion, and (4) is the second welded portion. The first welding part (3) joins the pipe bodies (1), (2) and the flanges (11), (21), and the second welding part (4) joins the pipe bodies (1) and (2).
join. (5) is mastic and (6) is a shrink tube. (7) is the groove for the second weld, (8)
is a ring for a joint.

上述のような構成の本発明の管溶接継手についての施工
の一例を挙げれば、次のような2つの工程に大別される
An example of the construction of the pipe welded joint of the present invention having the above-mentioned configuration can be roughly divided into the following two steps.

(工場工程) 接合すべき2本の本管の接合端にフランジ(11)と(
21)を溶接して、管本体(1)と(2)を構成する。
(Factory process) A flange (11) and (
21) to form the tube bodies (1) and (2).

フランジ(11)または(21)と各本管との接合は、
第1溶接部(3)の溶接によって達成される。この場合
、フランジ(11)及び(21)の外周には、第2溶接
部(4)の開先(7)を形成するための対向する傾斜面
が設けられる。また、フランジ(11)、(21)は外
周端部に管本体(1)、(2)の厚さの1.4倍以上の
“のど厚“を有する突合せ溶接用開先(13)、(23
)を設け、本管側がフランジ(11)、(21)と突合
せ溶接で接合されている。
The connection between the flange (11) or (21) and each main pipe is as follows:
This is achieved by welding the first weld (3). In this case, the outer circumferences of the flanges (11) and (21) are provided with opposing inclined surfaces for forming the groove (7) of the second welded portion (4). In addition, the flanges (11), (21) have grooves for butt welding (13), ( 23
), and the main pipe side is joined to the flanges (11) and (21) by butt welding.

次に、管本体(1)と(2)の内面に、層厚が均一な一
体型のライニング処理を行う。ライニング(12)、(
22)の材料としては、例えば耐蝕性の高い四弗化エチ
レン樹脂が使用される。
Next, the inner surfaces of the tube bodies (1) and (2) are subjected to an integral lining treatment with a uniform layer thickness. Lining (12), (
As the material 22), for example, tetrafluoroethylene resin having high corrosion resistance is used.

内面ライニング(12’)、  (22)は既存のフラ
ンジ付内面ライニング直管と同じように、管本体(1)
と(2)の側面まで一体型となっており、外側の角部は
軸荷重の応力集中を緩和すべく大きな曲率をとっている
The inner linings (12') and (22) are similar to the existing flanged inner lined straight pipes, and are attached to the pipe body (1).
The sides of (2) and (2) are integrated, and the outer corners have a large curvature to alleviate the stress concentration of the axial load.

(現地工程) 現地施工では、先ずフランジ(11)と(21)との間
に、図示のような継手用リング(8)がセットされる。
(On-site process) In on-site construction, a coupling ring (8) as shown in the figure is first set between flanges (11) and (21).

この継手用リング(8)は溶接に伴うスパッタやアーク
による内面ライニング材の焼損を防止するためのもので
あるが、必要に応じて利用される。
This joint ring (8) is intended to prevent the inner lining material from being burnt out due to spatter and arcs associated with welding, and is used as necessary.

この継手用リング(8)は、ライニング(12)と(2
2)の層厚よりやや薄い幅に作られている。
This joint ring (8) has a lining (12) and (2)
The width is slightly thinner than the layer thickness in 2).

そして、フランジ(11)と(21)の対向した側面に
、例えば(エポキシ系の)接着剤を塗布して、ここに継
手用リング(8)が接着される。継手用リング(8)が
接着されると、管本体(1)と(2)及び第2溶接部(
4)用の開先(7)の芯出しがなされてから、溶接で管
本体(1)と(2)仮付が行われる。
Then, an adhesive (of epoxy type), for example, is applied to the opposing side surfaces of the flanges (11) and (21), and the coupling ring (8) is adhered thereto. When the coupling ring (8) is glued, the pipe bodies (1) and (2) and the second welded part (
After centering the groove (7) for 4), the tube bodies (1) and (2) are temporarily attached by welding.

次に、フランジ(11)と(21)の第2溶接部(4)
で、開先(7)を利用して円周突合せ溶接で接合する。
Next, the second welded part (4) of flanges (11) and (21)
Then, they are joined by circumferential butt welding using the groove (7).

第2溶接部の溶接が、言わば本溶接である。この本溶接
は、初層を裏波専用の溶接棒を用いて溶接し内面ビード
形状を整える。各バスの溶接条件は管径、管厚やフラン
ジの寸法・形状及びライニング材の材質や厚さを考慮し
、良好な熱供給、熱伝導により十分なライニング接合が
得られる条件を選定する。
The welding of the second welding part is so-called main welding. In this main welding, the first layer is welded using a special welding rod for Uranami to prepare the inner bead shape. Welding conditions for each bus should be selected in consideration of the pipe diameter, pipe thickness, size and shape of the flange, and material and thickness of the lining material, so that a sufficient lining joint can be obtained through good heat supply and heat conduction.

第2溶接部(4)の溶接熱によって、フランジ(11)
と(21)に挾まれ、今まで別体で単に接触しただけの
ライニング(12)と(22)が軟化・溶融し一体化す
る。この時の状態が、第2図の拡大図に示されている。
The welding heat of the second welding part (4) causes the flange (11) to
and (21), and the linings (12) and (22), which had been separate and merely touched each other, soften and melt and become integrated. The state at this time is shown in the enlarged view of FIG.

図示のように、高温の溶接熱によってライニング材料が
一旦溶融してから、成分分子が再結合して一体化するこ
とになる。このライニング材の一体化現象は、第2溶接
部(4)に近い部分は勿論のこと、管本体(1)ニング
(12)と(22)−の、管本体(1)及び(2)との
結合度も強化される。
As shown in the figure, the lining material is once melted by the high temperature welding heat, and then the component molecules are recombined and integrated. This phenomenon of integration of the lining material occurs not only in the part near the second welded part (4) but also in the pipe body (1) and (2) of the pipe body (1) and linings (12) and (22). The degree of cohesion is also strengthened.

続いて、溶接後の溶接部における溶接状態を確認するた
めに、試験・検査が行なわれる。溶接部の検査はX線、
超音波及び浸透等の非破壊試験を必要に応じ、全数或い
は抜取りで行う。試験結果で異状が認められないときは
、引き続いて継手部付近の外周部の防蝕施工の前処理と
して、マスチック(例えば二液反応型エポキシ樹脂系高
粘度充填剤)で隅部や角部が鈍角化して成形仕上げされ
る。
Subsequently, tests and inspections are performed to confirm the welding condition of the welded portion after welding. X-ray inspection of welds,
Non-destructive tests such as ultrasonic waves and penetration tests will be conducted on all or a sample of items as necessary. If no abnormality is found in the test results, then as a pretreatment for corrosion prevention work on the outer periphery near the joint, use mastic (for example, a two-component reactive epoxy resin-based high-viscosity filler) to clean the corners and edges at obtuse angles. It is molded and finished.

そして、事前に装着しておいた熱収縮チューブを加熱し
、継手部外面の防蝕層が成層される。
Then, the heat-shrinkable tube that has been attached in advance is heated to form a corrosion-resistant layer on the outer surface of the joint.

これらの処理が終了して、管溶接継手によって管本体(
1)と(2)が接合されて地中に埋設されることになる
After these processes are completed, the pipe body (
1) and (2) will be joined and buried underground.

[発明の効果] 本発明の管溶接継手によれば、次のような効果が得られ
る。
[Effects of the Invention] According to the pipe welded joint of the present invention, the following effects can be obtained.

(1)本管間等の継手強度が得られる。(1) Strength of joints between main pipes etc. can be obtained.

(2)継手部を含んだ一体型の内面ライニング層が形成
される。
(2) An integral inner lining layer containing the joint is formed.

(3)継手のシール材(ガスケット)が不要である。(3) No sealing material (gasket) is required for the joint.

(4)継手シール性の経時変化がない。(4) There is no change in joint sealability over time.

(5)赤水が発生しない。(5) Red water does not occur.

(6)溶接施工に伴う焼損物や溶接スラグなどが配管内
に入らない。
(6) Burnt objects and welding slag caused by welding work do not enter the pipes.

(7)溶接後の内面ライニング補修が不要である。(7) There is no need to repair the inner lining after welding.

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

第1図は本発明の一実施例である直埋型絶縁継手の説明
図、第2図は第1図の要部の拡大説明図である。 図において、(1)と(2)は管本体、(3)は第1溶
接部、(4)は第2溶接部、(5)はマスチック、(6
)はシュリンクチューブ、(7)と(13)と(23)
は開先、(11)と(21)はフランジ、(12)と(
22)はライニングである。 なお、図中同一符号は同一または相当部分を示す。
FIG. 1 is an explanatory diagram of a directly buried type insulating joint which is an embodiment of the present invention, and FIG. 2 is an enlarged explanatory diagram of the main part of FIG. 1. In the figure, (1) and (2) are the tube body, (3) is the first welded part, (4) is the second welded part, (5) is the mastic, and (6) is the first welded part.
) are shrink tubes, (7), (13) and (23)
(11) and (21) are flanges, (12) and (
22) is the lining. Note that the same reference numerals in the figures indicate the same or corresponding parts.

Claims (1)

【特許請求の範囲】[Claims] 内面ライニング管の溶接による現地接合において、管に
取り付けられたフランジ外周部で円周溶接を行い、その
際発生する溶接熱を利用してフランジ面の内面ライニン
グ材を軟化・溶融し、かつ溶接収縮により接合させ、継
手部の内面ライニングを一体化することを特徴とする管
溶接継手。
In on-site welding of internally lined pipes, circumferential welding is performed on the outer periphery of the flange attached to the pipe, and the welding heat generated during this process is used to soften and melt the internal lining material on the flange surface, causing welding shrinkage. A pipe welding joint characterized in that the inner lining of the joint part is integrated with the inner lining of the joint part.
JP15362088A 1988-06-23 1988-06-23 Pipe welded joint Granted JPH028584A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15362088A JPH028584A (en) 1988-06-23 1988-06-23 Pipe welded joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15362088A JPH028584A (en) 1988-06-23 1988-06-23 Pipe welded joint

Publications (2)

Publication Number Publication Date
JPH028584A true JPH028584A (en) 1990-01-12
JPH0587718B2 JPH0587718B2 (en) 1993-12-17

Family

ID=15566472

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15362088A Granted JPH028584A (en) 1988-06-23 1988-06-23 Pipe welded joint

Country Status (1)

Country Link
JP (1) JPH028584A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0625015U (en) * 1992-09-04 1994-04-05 三ツ星ベルト株式会社 Impact resistant automotive door trim

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0625015U (en) * 1992-09-04 1994-04-05 三ツ星ベルト株式会社 Impact resistant automotive door trim

Also Published As

Publication number Publication date
JPH0587718B2 (en) 1993-12-17

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