JPS61256087A - Method and device for connecting steel pipe - Google Patents

Method and device for connecting steel pipe

Info

Publication number
JPS61256087A
JPS61256087A JP10031285A JP10031285A JPS61256087A JP S61256087 A JPS61256087 A JP S61256087A JP 10031285 A JP10031285 A JP 10031285A JP 10031285 A JP10031285 A JP 10031285A JP S61256087 A JPS61256087 A JP S61256087A
Authority
JP
Japan
Prior art keywords
steel pipe
pipe
welding
strip
steel
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
JP10031285A
Other languages
Japanese (ja)
Inventor
西村 岩男
笠井 三菫
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.)
Kurimoto Ltd
Kurimoto Iron Works Ltd
Original Assignee
Kurimoto Ltd
Kurimoto Iron Works 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 Kurimoto Ltd, Kurimoto Iron Works Ltd filed Critical Kurimoto Ltd
Priority to JP10031285A priority Critical patent/JPS61256087A/en
Publication of JPS61256087A publication Critical patent/JPS61256087A/en
Pending legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 [産業上の利用分野コ 本願発明は送水管など多数の鋼管を溶接によって連結す
る場合の接合部の品質向上と省力化に関するものである
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to improving the quality of joints and saving labor when a large number of steel pipes, such as water pipes, are connected by welding.

[従来技術] 水道用、下水用、発電用その他の送水用に鋼管を多数継
ぎ合わせて地中に埋設し、又は露出して敷設する場合、
口径の大小を問わず管の内面または内面、外面ともに耐
食性向上のために塗料を塗着する。
[Prior art] When a large number of steel pipes are connected together and laid underground or exposed for water supply, sewage, power generation, and other water transmission purposes,
Regardless of the diameter, paint is applied to the inner surface or both the inner and outer surfaces of the pipe to improve corrosion resistance.

慣用的に内面にはコールタールエナメルをベースとし、
外面にはグラスクロスを巻きつけてコールタールエナメ
ルを塗着する。
Traditionally, the inner surface is based on coal tar enamel,
The outside surface is wrapped with glass cloth and coated with coal tar enamel.

これら塗料の存在がなければ鋼管材料は次第に腐食され
て耐用年限を著しく縮めるからである。
This is because, without the presence of these paints, the steel pipe material would gradually corrode and its service life would be significantly shortened.

この塗装は鋼管製造工場において遠心力方式などによっ
て均一かつ完全に施されるが、2本以上の鋼管を継ぎ合
わせ敷設するために鋼管端部を溶接すると溶接熱のため
その端部周辺の塗料が焼損して溶融脱落したり、亀裂剥
離したりするので、所望の塗膜層を保持するために溶接
後に現地で塗装しなければならない。
This coating is applied uniformly and completely using a centrifugal force method at a steel pipe manufacturing factory, but when welding the ends of two or more steel pipes together, the paint around the ends is eroded by the welding heat. Because it burns out, melts off, or cracks and peels off, it must be painted on-site after welding to maintain the desired coating layer.

この塗装のために溶接完了後エナメルの密着をよくする
ためにグラインダーで完全に研摩し、水分、油分の残ら
ないように十分な清掃をするという作業性の悪い工程が
必要となる。
For this purpose, after welding is completed, it is necessary to thoroughly polish the parts with a grinder to ensure good adhesion of the enamel, and to thoroughly clean the parts to ensure that no moisture or oil remains.

その上、小口径の鋼管内面では溶接後そのような工程は
極めて困難であるし、大口径の鋼管外面においてもトン
ネル内へ据えつけたときトンネルの頂壁と鋼管外周との
空隙が小さい場合は作業は困難である。
Moreover, such a process after welding is extremely difficult on the inner surface of a small-diameter steel pipe, and even on the outer surface of a large-diameter steel pipe, when the gap between the top wall of the tunnel and the outer periphery of the steel pipe is small when installed in a tunnel. The work is difficult.

これらの問題を解決するために出願人自身の提案に係る
「塗覆装鋼管」 (実公昭38−2351号公報)があ
る。
In order to solve these problems, there is a ``coated steel pipe'' proposed by the applicant (Japanese Utility Model Publication No. 38-2351).

この考案は第10図に示すように鋼管1aの両端部を残
して内外面に所定の塗料を塗着して塗膜層2aを形成し
、未塗装の内面端部近くにステンレス鋼板による内張り
層30を形成し、また両端面を鋼管1aの内面から外面
へ向けて斜めに切削したものである。
As shown in Fig. 10, this idea involves applying a prescribed paint to the inner and outer surfaces of the steel pipe 1a, leaving both ends intact to form a coating layer 2a, and forming a lining layer of stainless steel plates near the unpainted inner ends. 30, and both end surfaces are cut obliquely from the inner surface to the outer surface of the steel pipe 1a.

現地溶接に際しては隣接する2本の鋼管端部を衝き合わ
せ斜面と斜面でV字形の開先を形成してまづ開先底部を
外側よりステンレス溶接棒を用いて溶接部31を施工し
、さらにその外側の鋼管1aの端部を軟鋼溶接棒で溶接
部5aとする。
When performing on-site welding, the ends of two adjacent steel pipes are brought together to form a V-shaped groove between the slopes, and the welded part 31 is first applied from the outside using a stainless steel welding rod at the bottom of the groove. The outer end of the steel pipe 1a is welded with a mild steel welding rod to form a welded portion 5a.

溶接後、鋼管1a端部の無塗装の外面に所望の塗装32
を施すものであり、内面は耐食性のステンレス鋼板の内
張f130tfi9らかじめあるので現地では無塗装で
すむのである。
After welding, a desired coating 32 is applied to the unpainted outer surface of the end of the steel pipe 1a.
Since the inner surface is already lined with corrosion-resistant stainless steel plate F130TFI9, there is no need to paint it on site.

[発明が解決しようとする問題点] 前述の従来技術は確かに現地にあける困難な管内面端部
塗装を免れる。
[Problems to be Solved by the Invention] The above-mentioned prior art certainly avoids painting the inner surface end of the tube, which is difficult to perform on-site.

しかし、ステンレス溶接部を裏当金なしで通常裏波溶接
を完全に施工するのは非常に高度のテクニックを必要と
する。
However, it requires a very high level of technique to completely perform ordinary Uranami welding on stainless steel welded parts without using a backing metal.

従って通常のアーク溶接の場合には内面に裏当金をしな
ければならず、この裏当金を溶接後除去できずに管内に
留めるとぎは流路の抵抗となり、ざらに隙間腐食の原因
となりやすい。
Therefore, in the case of normal arc welding, a backing metal must be placed on the inner surface, and if this backing metal cannot be removed after welding and remains in the pipe, it will create resistance in the flow path and cause crevice corrosion. Cheap.

またこれを避けるためにはイナートガス溶接を採用する
ためには特別の設備を必要とし場所や運送や技能者など
さまざま隘路が発生ずる。
In addition, in order to avoid this, inert gas welding requires special equipment, which creates various bottlenecks such as space, transportation, and skilled personnel.

また仮にステンレス溶接が正常に施工されたとしても溶
接後の応力を完全に除去することは現地工事のこと故、
難しくそのときは粒間に応力腐食割れを生じる危険もあ
り、腐食性雰囲気下における軟鋼とステンレス鋼間の局
部電池形成による電食も可能なしとしない。
Furthermore, even if stainless steel welding is completed successfully, it is impossible to completely remove the stress after welding because it is necessary to carry out on-site construction.
In that case, there is a risk of stress corrosion cracking occurring between grains, and electrolytic corrosion due to the formation of local batteries between mild steel and stainless steel in a corrosive atmosphere is also not possible.

さらにこの従来技術は小口径鋼管を対象において内面の
み現地無塗装を標傍しているが、前述のように管外面の
現地塗装が困難な場合もあり、その問題解決にはならな
い。
Furthermore, this conventional technology targets small-diameter steel pipes and specifies that only the inner surface is not painted on-site, but as mentioned above, it is sometimes difficult to paint the outer surface of the pipe on-site, and this does not solve the problem.

鋼板の端部にステンレス鋼板を内張すすること自体が相
当な工程増加であり、その鋼管の現地溶接時の困難性、
品質上の懸念、ざらに使用時における欠陥の顕在化に基
づく漏水事故の恐れなど幾つかの問題点を残している。
Lining the end of the steel plate with a stainless steel plate itself requires a considerable increase in the process, and it is difficult to weld the steel pipe on-site.
Several problems remain, including quality concerns and the risk of water leakage if defects become apparent during use.

本願発明は前記の問題点を解決するために多数の鋼管を
現地溶接するに際して内外面を問わず溶接後の現地塗装
を省略できる新規な接続方法およびその接続方法の実施
に使用する接続装置を提供することを目的とする。
In order to solve the above-mentioned problems, the present invention provides a new connection method that can omit on-site painting of both the inner and outer surfaces when welding a large number of steel pipes on-site, and a connection device used to implement the connection method. The purpose is to

[問題点を解決するための手段] 本願発明に係る鋼管の接続方法は鋼管1の両端近傍の管
体面にセラミックコーティング3を施し、当部分を除い
た管体面に所定の塗料2を塗着して管端面に所定の勾配
4を形成する2本のセラミックコーティング管を軸心を
一致して連接し当接する管端面に可撓性の耐熱性帯状体
6を巻回し、この帯状体6を均等に押圧して管体に密着
させ、前記の勾配4.4によって「V」字形に形成され
る両端面の空隙部分を溶接施工し、施工後帯状体6の押
圧を解いて管体から取り外す手順を溝成することによっ
て前記の問題点を解決した。
[Means for Solving the Problems] The method for connecting steel pipes according to the present invention involves applying a ceramic coating 3 to the pipe surface near both ends of the steel pipe 1, and applying a predetermined paint 2 to the pipe surface other than those portions. Two ceramic coated tubes forming a predetermined slope 4 on the tube end surfaces are connected with their axes aligned, and a flexible heat-resistant strip 6 is wound around the abutting tube end surfaces. Steps to press the strip 6 to make it adhere tightly to the tube body, weld the gap portions on both end faces formed in a "V" shape by the above-mentioned slope 4.4, and then release the pressure on the band 6 and remove it from the tube body. The above problem was solved by forming a groove.

ざらに本願発明は前記の鋼管の接続方法を実施するため
に、可撓性、耐熱性の帯状体6を溶接開先底に密着させ
る装置として、筒体の外周を等角度に分割して筒体外に
突出する少くとも3本の支持棒を伸縮自在に取付け、こ
の支持棒の先端に鋼管内径よりやや小さい曲率よりなる
曲板を「T」字形に固着し、この曲板上において可撓性
の耐熱性帯状体を支持し押圧する鋼管の接続装置を併せ
提案し前記の問題点を完全に解決した。
Briefly, in order to implement the above-mentioned method for connecting steel pipes, the present invention provides a device for tightly adhering a flexible, heat-resistant strip 6 to the bottom of a welding groove by dividing the outer periphery of a cylinder into equal angles. At least three support rods protruding outside the body are attached telescopically, and a curved plate with a curvature slightly smaller than the inner diameter of the steel pipe is fixed to the tip of the support rod in a "T" shape, and the flexible We also proposed a steel pipe connecting device that supports and presses the heat-resistant strip, and completely solved the above problems.

[作用] 本願発明に係る鋼管の接続方法を実施例を示す第1図お
よび第2図に基いて説明する。
[Function] A method for connecting steel pipes according to the present invention will be explained based on FIGS. 1 and 2 showing examples.

第1図は主として大口径鋼管であって管内へ作業者が進
入できるが、トンネル内へ鋼管を敷設したとき1−ンネ
ル頂壁と管外周との間隙が小ざく溶接後の外面塗装がで
きない場合の実施例でおる。
Figure 1 mainly shows large-diameter steel pipes that workers can enter into, but when the steel pipe is laid in a tunnel, the gap between the top wall of the tunnel and the outer circumference of the pipe is too small to paint the outside surface after welding. This is an example.

また第2図は主として小口径鋼管で管外面から溶接や塗
装はできるが管内へ作業者が侵入できず溶接後の内面塗
装ができない場合の実施例でおる。
Furthermore, FIG. 2 mainly shows an example in which a small-diameter steel pipe can be welded and painted from the outside of the pipe, but the inside cannot be painted on the inside after welding because a worker cannot enter the inside of the pipe.

2本の鋼管の軸心を一致して連接すると管端面一には所
定の勾配が削成されているから、管端の外面(第1図)
又は内面(第2図)において衝き合わされて逆V字形又
はV字形の開先部を形成する。
When two steel pipes are connected with their axes aligned, a predetermined slope is cut on the same surface of the pipe ends, so the outer surface of the pipe ends (Fig. 1)
Or, they are abutted on the inner surface (FIG. 2) to form an inverted V-shape or a V-shaped groove.

次にこの衝き合わされた鋼管の円周面に可撓性の耐熱性
帯状体を巻き回し、この帯状体に図における矢印のよう
に均等に管体方向へ押圧して管体に密着させる。
Next, a flexible heat-resistant strip is wound around the circumferential surface of the abutted steel tubes, and the strip is evenly pressed in the direction of the tube as shown by the arrow in the figure to bring it into close contact with the tube.

その上でこの開先部を内部(第1図)又は外部(第2図
)から軟鋼溶接棒を使用して通常の抵抗溶接を行なって
溶接部5を形成する。
Thereafter, this groove is subjected to ordinary resistance welding from the inside (FIG. 1) or the outside (FIG. 2) using a mild steel welding rod to form a welded portion 5.

この際開先底部(衝き合せ部)に当てた帯状体は管体に
密着し、かつ溶接熱を受けても変質しない耐熱性を持っ
ているから、溶接の裏金と同じ作用を果し現地溶接をき
わめて容易とする。
At this time, the band-shaped body applied to the bottom of the groove (butt part) adheres closely to the pipe body and has heat resistance that does not deteriorate even when subjected to welding heat, so it functions in the same way as a welding backing metal, allowing on-site welding. This makes it extremely easy.

溶接が終了したのちこの管状体の抑圧を解き、管体から
外して回収する。
After the welding is completed, the pressure on the tubular body is released, and it is removed from the tubular body and collected.

鋼管の溶接部および熱影響部には内外面ともにセラミッ
クコーティングが施してあり、このコーティング層は著
しく耐熱性高く溶接熱によって焼損することも亀裂剥離
することもないから、原則的には溶接後必らためて再塗
装する必要はなくなるのである。
Ceramic coatings are applied to both the inner and outer surfaces of the welded parts and heat-affected zones of steel pipes, and this coating layer has extremely high heat resistance and will not burn out or crack and peel off due to welding heat, so in principle, it is not required after welding. There is no need to repaint it again and again.

本願発明の方法では可撓性、耐熱性の帯状体を第1図、
第2図のように溶接開先部底面に当てて圧着支持する要
件が不可欠であり、本願において該方法の実施に使用す
る1lll管の接続装置も併合して提案し具体的、効果
的な実施を目的とした。
In the method of the present invention, a flexible, heat-resistant strip is prepared as shown in FIG.
As shown in Figure 2, it is essential to crimp and support the welding groove by applying it to the bottom surface, and in this application, we also propose a connecting device for the 1llll pipe used to implement this method, and we will propose a concrete and effective implementation. The purpose was

装置の詳細については次の実施例において述べる。Details of the apparatus will be described in the next example.

[実施例] ′   セラミックコーティング鋼管については出願人
自身が同日(昭和60年5月to日)実用新案登録出願
を提出した明細書に詳し〈実施例を示している。
[Example] ' The ceramic coated steel pipe is detailed in the specification for which the applicant submitted the application for utility model registration on the same day (May 1985) (examples are shown).

アルミナ粉末をプラズマトーチからジェット流として溶
射し鋼管表面上に0.1〜1mの範囲のセラミックコー
ティング層を形成したものを適用した。
A ceramic coating layer having a thickness of 0.1 to 1 m was formed on the surface of the steel pipe by spraying alumina powder as a jet stream from a plasma torch.

次に可撓性、耐熱性の帯状体としてはセラミックファイ
バー(商品名「イピウール」イビデン株式会社製造)を
使用した。
Next, as a flexible, heat-resistant strip, ceramic fiber (trade name: "Ipiwool" manufactured by Ibiden Co., Ltd.) was used.

水晶は高純度のアルミナとシリカを主原料として電気炉
で溶融して圧縮空気で繊維状にしたもので1 、300
℃〜1 、400℃の高熱に耐える材質でありて厚さ幅
1 cm幅約3cmの帯状体に成形した多繊維集合体を
採用した。
Crystal is made from high-purity alumina and silica as main raw materials that are melted in an electric furnace and made into fibers using compressed air.
A multi-fiber aggregate made of a material that can withstand high heat of 1 to 400 degrees Celsius and formed into a strip with a thickness of 1 cm and a width of about 3 cm was used.

或はまた市販されている可撓性のおる裏あて材(商品名
FRB神戸製m製造)を採用してもよい。
Alternatively, a commercially available flexible backing material (manufactured by FRB Kobe M Co., Ltd.) may be used.

第1図のように溶接後の塗装が困難な場合には鋼管の外
面から帯状体6を巻き回して圧着するが、第3図(トン
ネルの横断面)と第4図(鋼管の接続部一部正面断面図
)とに、その実施例を示す。
If it is difficult to paint after welding as shown in Figure 1, the strip 6 is wound around the outside of the steel pipe and crimped. An example of this is shown in (front sectional view).

トンネルの頂壁と鋼管の最頂部との間隙が小ざく作業者
はこの間隙部での細かい作業はできない。
Workers who have a small gap between the top wall of the tunnel and the top of the steel pipe cannot perform detailed work in this gap.

第4図に断面を示すように帆布又は可撓性スチール製の
支持帯7の内面に凹溝を設けて、この中へ帯状体6を嵌
入して複合帯を作り、この複合帯を鋼管外径の半周に相
当する長さに2本切り揃え、その両端には取付金具8を
緊着する。
As shown in the cross section in Fig. 4, a concave groove is provided on the inner surface of the support band 7 made of canvas or flexible steel, and the band-shaped body 6 is inserted into the groove to form a composite band, and this composite band is attached to the outside of the steel pipe. Two pieces are cut to a length corresponding to half the diameter, and the mounting brackets 8 are tightly attached to both ends of the pieces.

この複合帯は可撓性があるから、トンネル内へ入った作
業員が先端の取付金具8を操作棒の先端に引っかけて鋼
管外周に添ってずり上げ、管頂部を越えると逆の方向か
ら取付金具8を引っかけてずり下す。
Since this composite band is flexible, a worker who enters the tunnel hooks the mounting bracket 8 at the tip of the operating rod and slides it up along the outer circumference of the steel pipe, and when it crosses the top of the pipe, attaches it from the opposite direction. Hook the metal fitting 8 and slide it down.

一方鋼管の下底部を巻き回して同じ複合帯を上方へたぐ
りよせ、双方の取付金具8をピンで結合して帯状体6を
鋼管外面に押圧して圧着するものである。
On the other hand, the lower bottom part of the steel pipe is wound around and the same composite band is pulled upward, both mounting fittings 8 are connected with pins, and the band-like body 6 is pressed and crimped against the outer surface of the steel pipe.

第2図のように中小径鋼管を接続する場合には第1図の
場合とは逆に帯状体6を管内面から押圧しなければらな
い。
When connecting small and medium diameter steel pipes as shown in FIG. 2, the strip 6 must be pressed from the inner surface of the pipe, contrary to the case shown in FIG.

この方法の実施に使用する装置の構成は特許請求の範囲
第2項に述べる通りであるが、装置の第一実施例を第5
図(正面断面図)と第6図(側面断面図、第5図におけ
るA−A断面視)によって示す。
The configuration of the device used to carry out this method is as stated in claim 2, but the first embodiment of the device is described in claim 5.
(front sectional view) and FIG. 6 (side sectional view, AA sectional view in FIG. 5).

両図において円筒体9Aの軸心を挿通して回転軸10を
横架し、この回転軸の一端(第5図の左端)には装作用
のハンドル11Aを取付け、他端には或範囲に亘って雄
ネジ12を施す。
In both figures, a rotating shaft 10 is inserted horizontally through the axis of the cylindrical body 9A, and a handle 11A for mounting is attached to one end of the rotating shaft (the left end in FIG. 5), and a handle 11A is attached to the other end in a certain range. A male thread 12 is applied across the entire length.

円筒体9A内において、この回転軸の雄ネジ12に螺合
する雌ネジ13を中心孔に施した円錘体14を回転軸1
0に嵌装する。
Inside the cylindrical body 9A, a conical body 14 having a female thread 13 in the center hole which is screwed into the male thread 12 of the rotating shaft is attached to the rotating shaft 1.
0.

円筒体9Aの胴部を適宜等分(本例では6分割)して数
ケ所に円孔を設け、円孔から案内筒15を突出させて、
この円孔に夫々支持棒16Aを差込んで案内筒15によ
って拘束する。
The body of the cylindrical body 9A is divided into equal parts (six parts in this example), circular holes are provided in several places, and the guide cylinder 15 is made to protrude from the circular holes.
Support rods 16A are inserted into these circular holes and restrained by guide tubes 15.

円筒体9A内に差込んだ支持棒16Aは弾性体17で囲
繞されている。
The support rod 16A inserted into the cylindrical body 9A is surrounded by an elastic body 17.

支持棒16Aの一端は前記の円錐体14の傾斜する円錐
面に当接し、他端は鋼管1の近くに達して支持板18A
をT形に取付ける。
One end of the support rod 16A contacts the inclined conical surface of the cone body 14, and the other end reaches near the steel pipe 1 and touches the support plate 18A.
Attach it to the T shape.

この支持板は鋼管1の内径より若干小ざい曲率からなる
曲板であり、その表面には凹溝を刻設して帯状体6を嵌
入する。
This support plate is a curved plate having a curvature slightly smaller than the inner diameter of the steel pipe 1, and a concave groove is cut into the surface of the support plate, into which the band-shaped body 6 is inserted.

支持板18Aはすべてが連接すると鋼管1の内径よりや
や小さい同心円筒体を形成するが、支持棒16Aごとに
同数の円弧に分割し、第7図に斜視図で示すように支持
棒16A、支持板18A1補強板19を以って円板を分
割した1ブロツクを形成し、隣接する夫々のブロックの
端面が円筒体9A上に設けた取付溝20へ左右から差込
んですべて繋ぐと1枚の円板を形成する構成が便利であ
る。
When all of the support plates 18A are connected, they form a concentric cylindrical body that is slightly smaller than the inner diameter of the steel pipe 1, but they are divided into the same number of circular arcs for each support rod 16A, and as shown in a perspective view in FIG. When the disk is divided into one block using the plate 18A1 and the reinforcing plate 19, and the end faces of each adjacent block are inserted from the left and right into the mounting groove 20 provided on the cylindrical body 9A, and all are connected, a single block is formed. A configuration forming a disk is convenient.

ざらに円筒体9Aの下底部に4本の脚21を固着し、そ
の先端にはし鋼管1の内面を装置が転勤できるように車
輪22を取付けるとよい。
It is preferable to fix four legs 21 to the bottom of the cylindrical body 9A, and attach wheels 22 to the tips of the legs 21 so that the device can move around the inner surface of the barbed steel pipe 1.

また回転軸10の両端に設けたハンドル11Aと円筒体
9Aとの中間に装置の回転軸10を鋼管1の軸心と一致
するための芯出器23を介在させるとよい。
Further, it is preferable to interpose a centering device 23 between the handle 11A provided at both ends of the rotating shaft 10 and the cylindrical body 9A for aligning the rotating shaft 10 of the device with the axis of the steel pipe 1.

この芯出器23は中心の円筒に回転軸10を挿通し、こ
の円筒からターンバックル24を介装した4本の伸縮可
能な芯出器25を等角度で突設している。
This centering device 23 has a rotating shaft 10 inserted into a central cylinder, and four extendable centering devices 25 with turnbuckles 24 interposed therebetween projecting from the cylinder at equal angles.

以上述べた装置の実施例の作用を簡単に述べると、鋼管
1内の溶接部分の内面に該装置を装入する。
To briefly describe the operation of the embodiment of the apparatus described above, the apparatus is inserted into the inner surface of a welded portion in a steel pipe 1.

装置には脚21と車輪22が設けられているから鋼管内
壁を転勤して容易に所定の位置まで送りこまれ、このと
き芯出器23は鋼管1の端面より少し入りこんだ箇所に
、ハンドル11Aは鋼管外に位置するように回転軸10
の軸長をあらかじめ設定しておく。
Since the device is provided with legs 21 and wheels 22, it can be easily moved along the inner wall of the steel pipe and sent to a predetermined position.At this time, the centering device 23 is placed slightly below the end face of the steel pipe 1, and the handle 11A is The rotating shaft 10 is located outside the steel pipe.
The axial length of is set in advance.

芯出器23の4本の芯出器25をターンバックル24の
調整によって伸縮し、回転軸10を鋼管1の軸心に一致
させる。
The four centering devices 25 of the centering device 23 are expanded and contracted by adjusting the turnbuckles 24 to align the rotating shaft 10 with the axis of the steel pipe 1.

次にハンドル11Aを回動すると回転軸10の他端に刻
設された螺合関係の作用で円錘体14は水平に移動をは
じめ、この円錐体14の円錐面に当接している支持棒1
6Aはその位置を案内筒15に拘束されたまま鋼管1の
内面へその先端は近接する。
Next, when the handle 11A is rotated, the conical body 14 begins to move horizontally due to the threaded engagement formed on the other end of the rotating shaft 10, and the support rod that is in contact with the conical surface of the conical body 14 moves horizontally. 1
The tip of 6A approaches the inner surface of the steel pipe 1 while its position is restrained by the guide tube 15.

支持棒16Aの先端は「T」字形に支持板18Aが固着
しているから支持板18Aの上に刻まれた凹溝には目的
の帯状体6が無端ベルト状に載置しであるから結局ハン
ドル11の回動は帯状体6を鋼管1の内面に近接し、接
触し、ざらに押圧し密着することができる。
Since the support plate 18A is fixed to the tip of the support rod 16A in a "T" shape, the target strip 6 is placed like an endless belt in the groove carved on the support plate 18A. Rotation of the handle 11 brings the strip 6 close to the inner surface of the steel pipe 1, brings it into contact, and roughly presses it into close contact.

前記のように各支持棒が夫々独立したブロックを形成し
て単独に移動できるから、拘束力が小さく動きがスムー
ズである上、各ブロックごとの微小の動きの差は支持棒
下部に周設した弾性体17の作用によって吸収すること
ができ、結局全体として鋼管1の内面に帯状体6が均等
の力で押圧され、ハンドル操作を加減すれば押圧し過ぎ
て帯状体6を破損する恐れもないという望ましい作用を
果すことができる。
As mentioned above, each support rod forms an independent block and can move independently, so the restraining force is small and movement is smooth, and minute differences in movement between each block can be compensated for by installing a structure around the bottom of the support rod. This can be absorbed by the action of the elastic body 17, and in the end, the strip 6 is pressed against the inner surface of the steel pipe 1 with an even force, and there is no risk of damaging the strip 6 due to excessive pressure if the handle operation is controlled. This desired effect can be achieved.

本願の装置発明に係る第二の実施例を第8図(正面断面
図)と第9図(側面断面図、第8図のA−A断面)とに
基いて説明する。
A second embodiment of the device invention of the present application will be described based on FIG. 8 (front sectional view) and FIG. 9 (side sectional view, AA cross section in FIG. 8).

横軸(回転しない)26の一端は手持ち用のハンドル1
1B、他端は円筒体9Bの側面中心に固着している。
One end of the horizontal axis (non-rotating) 26 is a handheld handle 1
1B, the other end is fixed to the center of the side surface of the cylindrical body 9B.

円筒体9Bの円周面には等角度で分割(本実施例では6
分割)して数ケ所に円孔を設け、夫々の円孔に鋼管の内
面向けて放射状に電磁弁付シリンダー27を装着する。
The circumferential surface of the cylindrical body 9B is divided at equal angles (6 in this example).
A cylinder 27 with an electromagnetic valve is installed in each circular hole radially toward the inner surface of the steel pipe.

前の実施例と同様に帯状体6をはめこむ凹溝を上面に彫
設した支持板18Bは鋼管1の内径より少し小さい曲率
の円弧よりなる多数の曲仮に分割され、この支持板18
Bを電磁弁付シリンダー27の先端が支持棒16Bとし
て当接している。
As in the previous embodiment, the support plate 18B, which has a groove carved on its upper surface into which the strip 6 is fitted, is divided into a number of curved sections each having a curvature slightly smaller than the inner diameter of the steel pipe 1.
The tip of a cylinder 27 with a solenoid valve abuts B as a support rod 16B.

支持板18Bはシリンダーの位置以外はrTJ字形に補
強板19Bによって溶接されてこの補強板19Bは円筒
体9Bの円周上等角度に分割して設けた取付溝20Bに
夫々嵌入し、お互いに独立して軸心に対して伸縮できる
ように構成した。゛この円筒体9Bには第8図のように
電磁弁付シリンダー27を作動するためのエアホース2
8と電線29とを組込み、その先は横軸26を伝って操
作用のハンドル11Bに至っている。
The support plate 18B is welded in an rTJ shape except for the position of the cylinder by a reinforcing plate 19B, and the reinforcing plate 19B is fitted into mounting grooves 20B divided at equal angles on the circumference of the cylindrical body 9B, so that they are independent of each other. It was constructed so that it could expand and contract around the axis.゛This cylindrical body 9B is equipped with an air hose 2 for operating a cylinder 27 with a solenoid valve as shown in Fig. 8.
8 and an electric wire 29, the end of which runs along a horizontal shaft 26 and reaches a handle 11B for operation.

なお円筒体の移動用にとりつける脚と車輪および装置の
横軸26を鋼管1の軸心に一致させるための芯出器は第
一実施例と同様である。
Note that the legs and wheels attached to move the cylindrical body and the centering device for aligning the horizontal axis 26 of the device with the axis of the steel pipe 1 are the same as those in the first embodiment.

この第二実施例では鋼管1の溶接開先の底部内面から可
撓性、耐熱性の帯状体6を内面から押圧するのに、分割
した支持板とその板を夫々独立して移動することのでき
る電磁弁付シリンダーを採用した。
In this second embodiment, in order to press the flexible, heat-resistant strip 6 from the inner surface of the bottom of the welding groove of the steel pipe 1, it is necessary to move the divided support plate and the plate independently. A cylinder with a solenoid valve is used.

装置を前実施例と同様に鋼管内の所定の位置に決めた後
手元のハンドル11Bの電源をスイッチオンして電磁弁
を作用させると、エアーボースを介して圧気が動いてシ
リンダー内のピストンを押上げ、この押上げが支持板1
8Bに接触し、ざらに押圧して帯状体6を鋼管1の内面
に密着させる作用を生じる。
After setting the device at a predetermined position inside the steel pipe as in the previous embodiment, when the power source of the handle 11B at hand is turned on and the solenoid valve is activated, the pressure moves through the air hose, causing the piston in the cylinder to move. Push up, this push up is support plate 1
8B and presses it roughly to bring the strip 6 into close contact with the inner surface of the steel pipe 1.

[発明の効果] 本願発明による鋼管の溶接方法およびその装置は現地溶
接部の塗膜層を焼損や剥離から保護することができ原則
として溶接後の再塗装を必要としない。
[Effects of the Invention] The method and apparatus for welding steel pipes according to the present invention can protect the coating layer of the on-site welded portion from burnout and peeling, and in principle does not require repainting after welding.

同じ目的で開発された第10図に示す従来技術に比べる
と溶接時にステンレス溶接部を必要としないため、溶接
作業上の困難さ、煩雑さが格段に改善される。
Compared to the conventional technique shown in FIG. 10, which was developed for the same purpose, a stainless steel welded part is not required during welding, so the difficulty and complexity of welding work is significantly improved.

ざらに品質上の経済的劣化の恐れも全くなく、送水路と
して耐用年限も増加する。
Furthermore, there is no risk of economic deterioration in terms of quality, and the service life of the water supply channel is increased.

また特許請求の範囲第2項記載の発明に係る装置を使用
すれば前記の溶接方法が容易にかつ確実に実施すること
ができ、溶接時の欠陥も少なく作桑員が管内へ潜入でき
ない小口径の場合には品質上、作業能率上の効果は大ぎ
い。
Furthermore, by using the apparatus according to the invention described in claim 2, the above-mentioned welding method can be carried out easily and reliably, and there are few defects during welding, and the diameter is small so that the mulch worker cannot sneak into the pipe. In this case, the effect on quality and work efficiency is significant.

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

第1図と第2図は本願発明の夫々別の実施例を示す一部
正面断面図、第3図と第4図は第1図の実施例の側面断
面図と正面一部所面図、第5図から第7図は第2図の実
施例に使用する装置の実施例(正面断面図、側面断面図
、一部斜視図)、第8図と第9図は第2図の実施例に使
用する装置の別の実施例(正面断面図、側面断面図)、
第10図は従来技術を示す正面断面図。
1 and 2 are partial front sectional views showing different embodiments of the present invention, FIGS. 3 and 4 are side sectional views and partial front views of the embodiment of FIG. 1, 5 to 7 are examples (front sectional view, side sectional view, partial perspective view) of the apparatus used in the embodiment shown in FIG. 2, and FIGS. 8 and 9 are examples of the device used in the embodiment shown in FIG. 2. Another example of the device used for (front sectional view, side sectional view),
FIG. 10 is a front sectional view showing the prior art.

Claims (1)

【特許請求の範囲】 1、鋼管1の両端近傍の管体面にセラミックコーティン
グ3を施し、当部分を除いた管体面に所定の塗料2を塗
着して管端面に所定の勾配4を形成する2本のセラミッ
クコーティング管を、軸心を一致して連接し当接する管
端面に可撓性の耐熱性帯状体6を巻回し、この帯状体6
を均等に押圧して管体に密着させ、前記の勾配4、4に
よって「V」字形に形成される両端面の空隙部分を溶接
施工し、施工後帯状体6の押圧を解いて管体から取り外
す鋼管の接続方法。 2、筒体の外周を等角度に分割して筒体外に突出する少
くとも3本の支持棒を伸縮自在に取付け、この支持棒の
先端に鋼管内径よりやや小さい曲率よりなる曲板を「T
」字形に固着し、この曲板上において可撓性の耐熱性帯
状体6を支持し押圧する特許請求の範囲第1項記載の方
法の実施に使用する鋼管の接続装置。
[Claims] 1. A ceramic coating 3 is applied to the pipe body surface near both ends of the steel pipe 1, and a predetermined paint 2 is applied to the pipe body surface excluding these parts to form a predetermined slope 4 on the pipe end surface. Two ceramic coated tubes are connected so that their axes coincide, and a flexible heat-resistant strip 6 is wound around the abutting end surfaces of the tubes.
is pressed evenly to make it adhere tightly to the tube body, and the gaps on both end faces formed by the above-mentioned slopes 4 and 4 in a "V" shape are welded. After construction, the pressure on the strip 6 is released and the strip is removed from the tube body. How to connect the steel pipe to be removed. 2. Divide the outer periphery of the cylinder into equal angles, attach at least three support rods that protrude outside the cylinder in a telescopic manner, and attach a curved plate with a curvature slightly smaller than the inner diameter of the steel pipe to the tip of the support rod.
A steel pipe connecting device for use in carrying out the method according to claim 1, in which a flexible heat-resistant strip 6 is supported and pressed onto the curved plate.
JP10031285A 1985-05-10 1985-05-10 Method and device for connecting steel pipe Pending JPS61256087A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10031285A JPS61256087A (en) 1985-05-10 1985-05-10 Method and device for connecting steel pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10031285A JPS61256087A (en) 1985-05-10 1985-05-10 Method and device for connecting steel pipe

Publications (1)

Publication Number Publication Date
JPS61256087A true JPS61256087A (en) 1986-11-13

Family

ID=14270657

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10031285A Pending JPS61256087A (en) 1985-05-10 1985-05-10 Method and device for connecting steel pipe

Country Status (1)

Country Link
JP (1) JPS61256087A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013174296A (en) * 2012-02-24 2013-09-05 Mitsubishi Heavy Ind Ltd Joint structure and joint method
JP2014076474A (en) * 2012-10-11 2014-05-01 Ihi Corp Tool for welding piping and welding method for piping

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5042837U (en) * 1973-08-21 1975-04-30

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5042837U (en) * 1973-08-21 1975-04-30

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013174296A (en) * 2012-02-24 2013-09-05 Mitsubishi Heavy Ind Ltd Joint structure and joint method
JP2014076474A (en) * 2012-10-11 2014-05-01 Ihi Corp Tool for welding piping and welding method for piping

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