JPS5924915B2 - How to weld steel pipes - Google Patents

How to weld steel pipes

Info

Publication number
JPS5924915B2
JPS5924915B2 JP15668380A JP15668380A JPS5924915B2 JP S5924915 B2 JPS5924915 B2 JP S5924915B2 JP 15668380 A JP15668380 A JP 15668380A JP 15668380 A JP15668380 A JP 15668380A JP S5924915 B2 JPS5924915 B2 JP S5924915B2
Authority
JP
Japan
Prior art keywords
welding
plate
seam
bead
steel pipe
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.)
Expired
Application number
JP15668380A
Other languages
Japanese (ja)
Other versions
JPS5781990A (en
Inventor
隼也 松山
厚 志賀
潤一郎 坪井
一彦 美浦
国俊 「のり」原
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.)
JFE Steel Corp
Original Assignee
Kawasaki 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 Kawasaki Steel Corp filed Critical Kawasaki Steel Corp
Priority to JP15668380A priority Critical patent/JPS5924915B2/en
Publication of JPS5781990A publication Critical patent/JPS5781990A/en
Publication of JPS5924915B2 publication Critical patent/JPS5924915B2/en
Expired legal-status Critical Current

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Description

【発明の詳細な説明】 本発明は鋼管の溶接方法、特に大径溶接鋼管の製造工程
における管端シーム部の溶接方法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method of welding steel pipes, and more particularly to a method of welding a pipe end seam in the manufacturing process of large-diameter welded steel pipes.

一般に、溶接鋼管ではシーム部の溶接開始部および終了
部の形状、外観が管中央部に比べて著しく劣り、外形状
の不良に付随して内部欠陥を伴う場合が多い。
Generally, in a welded steel pipe, the shape and appearance of the welding start and end portions of the seam are significantly inferior to those of the center of the pipe, and internal defects are often accompanied by poor external shape.

このためこの種の鋼管のシーム部の溶接にあたつては、
管の溶接終端部および始端部を溶接後切除するか、もし
くは第1図に示すようにタブ板と称する捨て板6を鋼管
1の管端部1aのシーム部2位置に仮付け溶接Tにて取
付け、タブ板6上に溶接ビード5を逃がすことによつて
鋼管1の品質を確保している。タブ板6はシーム部2の
溶接完了後管端1aから切断する。特に、大径溶接鋼管
のように溶接部に対する品質要求が厳しくかつシーム部
溶接工程が自動化されている場合には後者のタブ板取付
けによる方法がとられる。しかしこの方法には以下に述
べるような諸種の欠点があり、大径鋼管製造における能
率向上とコスト低減化を著しく妨げている。即ち、シー
ム部本来の溶接ビード以外に管端の縁部にタブ板取付け
の際のビードが残るので、製品品質上、溶接完了後にこ
の部分を切除する必要 、があり、場合によつては管端
近傍を切断して製品長が短くなつたり、不合格品が生じ
たりすることがある。
Therefore, when welding the seam of this type of steel pipe,
Either cut off the welded end and start end of the pipe after welding, or as shown in FIG. The quality of the steel pipe 1 is ensured by allowing the weld bead 5 to escape onto the tab plate 6 during installation. The tab plate 6 is cut from the tube end 1a after welding of the seam portion 2 is completed. In particular, when the quality requirements for the welded part are strict and the seam welding process is automated, such as in the case of large-diameter welded steel pipes, the latter method of attaching a tab plate is used. However, this method has various drawbacks as described below, which significantly impede efficiency improvement and cost reduction in the manufacture of large diameter steel pipes. In other words, in addition to the original weld bead at the seam, there is a bead left on the edge of the tube end when attaching the tab plate, so for product quality reasons, it is necessary to remove this portion after welding is complete, and in some cases, the tube Cutting near the edges may shorten the product length or result in rejected products.

また、第1図に示すように、鋼管1の管端部1aでは、
溶接始端側、終端側いずれにおいても、アーク熱源3に
よる熱が十分伝導し得る場所を欠くために該管端部に蓄
積され、矢印4で示す如く溶接熱応力が溶接シーム部2
を引き裂くように作用する。この場合、熱源3の電極数
は1本あるいは2本以上の多電極であつても、またフラ
ヘヌクスを使用するサプマージアーク溶接あるいはシー
ルドガスを用いるガスシールドアーク溶接のいずれであ
つても同様の引き裂き力が発生する。このような引き裂
き力がシーム部2の溶接ビード5に作用すると、十分凝
固が完了じていない半溶融部が引張られていわゆる高温
割れが生じる。この割れを防止するためにタブ板6は溶
接シーム部2の軸線に直交する方向の巾Lを十分大きく
とり、タブ板6の剛性によりタブ板取付けビード7を介
して前記引き裂き力を抑制している。またこのほかにも
サブマージアーク溶接においてフラツクスが脇に流出し
て溶接ビードが不良となるのを防止するために、またシ
ールドガス溶接においでガスの流れが乱れて不健全ビー
ドとなることを防止するために、タブ板の巾はある程度
の板巾を有しなければならない。タブ板上のビードとシ
ーム部2のビードは一部融合するため、タブ板は基本的
に鋼管自体の材質と同一成分の鋼材であることが必要で
あるが、上述した理由によりタブ板寸法はあまり小さく
できず、本来捨て板であるタブ板に要する費用は決して
少なくない。さらに、第1図にも示される如く、タブ板
6は管端部1aに沿つて溶接される関係から管1とほぼ
同一の曲率を有するように形成される。したがつてタブ
板を自動溶接にて取り付ける場合には、鋼管寸法の種類
により、該タブ板の曲率、つまり溶接軌道の曲りをその
都度修正する必要があるが、これは極めて困難であり、
例えばガスシールドアーク溶接の半自動装置の如く最終
的には作業者の手動操作に委ねているのが現状である。
タブ板取付ビードは、第1図の符号8で示すタブ板面外
のビードの溶接線方向の角変形を抑制する機能を持たな
ければならない。いま仮りに管の内面から溶接し、外面
でシーム溶接を終了するという工程を経る場合、内面溶
接時に上述の角変形を生じたとすると、この角変形を内
面溶接後に矯正することなく外面溶接すると、タブ板上
のビードがタブ板の傾斜にしたがつて流出し、種々の溶
接トラブルをもたらすと同時に、シーム管端部溶接ビー
ドの健全性をも損なうこととなる。したがつてタブ板取
付ビードは、前述の引き裂き力抑制および角変形抑制の
観点から、十分強固に溶接されるべきであり、その取付
溶接はタブ板材料費以上にコスト上昇をもたらし、高能
率化をさまたげている。このような不具合を解決するた
めに、タブ板を管端部に予め溶接で固定しておくという
手段をとらずに、管端部近傍に、上下、左右および溶接
線方向に位置調整可能な当て板載置台を設置し、この載
置台上に必要最小限寸法の鋼製当て板を両脇および上方
から挟持するようにして載置し、該当て板を適当な押付
機構によつて管端部に押付けて溶接する装置がある(実
願昭55−101431号)。
Moreover, as shown in FIG. 1, at the pipe end 1a of the steel pipe 1,
At both the welding start end and end end, there is a lack of a place where the heat from the arc heat source 3 can be sufficiently conducted, so the welding thermal stress is accumulated at the pipe end, and the welding thermal stress is applied to the weld seam 2 as shown by arrow 4.
It acts to tear apart. In this case, even if the number of electrodes in the heat source 3 is one or two or more, or whether the submerged arc welding uses Frahenux or the gas shielded arc welding uses shielding gas, similar tearing will occur. force is generated. When such tearing force acts on the weld bead 5 of the seam portion 2, the semi-molten portion that has not fully solidified is pulled, resulting in so-called hot cracking. In order to prevent this cracking, the tab plate 6 has a sufficiently large width L in the direction perpendicular to the axis of the weld seam 2, and the rigidity of the tab plate 6 suppresses the tearing force through the tab plate attachment bead 7. There is. In addition, in submerged arc welding, flux flows to the side to prevent the weld bead from becoming defective, and in shield gas welding, to prevent gas flow from being disturbed resulting in an unhealthy bead. Therefore, the tab plate must have a certain width. Since the bead on the tab plate and the bead at seam part 2 are partially fused, the tab plate basically needs to be made of steel with the same composition as the material of the steel pipe itself, but for the reasons mentioned above, the tab plate dimensions are The cost required for the tab board, which cannot be made very small and is essentially a waste board, is not small. Furthermore, as shown in FIG. 1, the tab plate 6 is formed to have approximately the same curvature as the tube 1 since it is welded along the tube end 1a. Therefore, when attaching a tab plate by automatic welding, it is necessary to correct the curvature of the tab plate, that is, the bend of the welding trajectory, depending on the type of steel pipe size, but this is extremely difficult.
For example, in the case of semi-automatic equipment for gas-shielded arc welding, the final operation is left to manual operation by the operator.
The tab plate mounting bead must have the function of suppressing angular deformation of the bead outside the tab plate surface in the direction of the weld line, as indicated by reference numeral 8 in FIG. If we go through the process of welding from the inside of the pipe and finishing seam welding on the outside, if the above-mentioned angular deformation occurs during welding on the inside, if we weld on the outside without correcting this angular deformation after welding on the inside, The bead on the tab plate flows out as the tab plate inclines, causing various welding troubles and at the same time impairing the integrity of the weld bead at the end of the seam tube. Therefore, the tab plate mounting bead should be welded sufficiently firmly from the viewpoint of suppressing the tearing force and angular deformation mentioned above, and the mounting welding increases the cost more than the tab plate material cost, and it is difficult to improve efficiency. is interfering with In order to solve this problem, instead of fixing the tab plate to the tube end by welding in advance, we installed a tab plate near the tube end whose position can be adjusted vertically, horizontally, and in the direction of the weld line. A plate mounting table is installed, and a steel backing plate of the minimum required size is placed on this table so as to be sandwiched from both sides and from above, and the corresponding plate is pressed against the pipe end using an appropriate pressing mechanism. There is a device that presses and welds the material (Utility Application No. 55-101431).

この装置を用いてシーム溶接を行えば、(イ)溶接部始
端、終端においてシーム部のビードを当て板上に逃がす
ことができ、(ロ)当て板載置台がフラツクスあるいは
シールドガスの受皿として作用するため当て板自体はビ
ードを引くのに最小限のものでもフラツクス、シールド
ガスに起因する溶接トラブルは皆無であり、さらに(ハ
)当て板の押付け操作が容易で高能率のシーム溶接が可
能となる、などの利点があるが、他方、以下のような不
具合がある。即ち、当て板の角変形は上方からの挟持機
構によつて抑制されるが、この抑制に基づく拘束力が当
て板に作用して、溶接後鋼管と一体化された当て板を載
置台から取外すことが容易でなく、さらに、当て板が被
溶接鋼管と別体に独立して存在しかつその材質が鋼製で
あるためにタブ板と同様に熱伝導率が十分でなく、前記
鋼管の肉厚に対応して溶接入熱が増大した場合、管端部
での蓄熱を解消できず、前述した引き裂き力が強く働き
管端割れの発生頻度が増加するなどの不具合がある。第
2図は大径鋼管1の内面シーム溶接における、前記従来
技術の想定される改善例を示した斜視図である。鋼管1
の管端1aのシーム部に対応する位置に銅板9を適当な
押付手段(図示省略)によつて押付ける。この場合の押
付手段としては、前述した実願昭55−101431号
明細書に記載したような押付機構が有効に用いられる。
管端から銅板9への熱伝導をよくするために、銅板9は
管端の外形に沿つて密接するように該管とほぼ同じ曲率
をもたせてある。またこの実施例では銅板9中に水路1
0を形成し、パイプ13から冷却水を流すようにしてあ
るが、銅板9の厚さが熱容量を確保するのに十分な厚さ
を有する場合には、必ずしも水冷は必要でない。銅板9
の表面には、管1の長手方向にのびかつ少なくとも溶接
ビードを取り囲むのに足りる横巾および深さの溝11が
形成してある。このような銅板9を鋼管1の両方の管端
部にそれぞれ押付けながら、溶接始端部ではその銅板上
からシーム部2に向つて溶接を開始し、溶接終端部を過
ぎて該終端部側の銅板9上の適当な位置で溶接を終了す
る。
When seam welding is performed using this device, (a) the bead of the seam can be released onto the caul plate at the start and end of the weld, and (b) the caul plate mounting table acts as a receiving tray for flux or shielding gas. Therefore, even if the caul plate itself is minimal enough to pull the bead, there are no welding problems caused by flux or shielding gas, and (c) the pressing operation of the caul plate is easy, allowing highly efficient seam welding. However, on the other hand, there are the following disadvantages. In other words, the angular deformation of the caul plate is suppressed by the clamping mechanism from above, but the restraining force based on this suppression acts on the caul plate, and the caul plate integrated with the steel pipe after welding is removed from the mounting table. Furthermore, since the backing plate exists separately from the steel pipe to be welded and is made of steel, it does not have sufficient thermal conductivity like the tab plate, and the wall of the steel pipe If the welding heat input increases in proportion to the thickness, heat accumulation at the tube ends cannot be eliminated, and the above-mentioned tearing force acts strongly, resulting in problems such as an increase in the frequency of tube end cracks. FIG. 2 is a perspective view showing an example of a possible improvement over the prior art in internal seam welding of a large-diameter steel pipe 1. FIG. steel pipe 1
A copper plate 9 is pressed onto a position corresponding to the seam portion of the tube end 1a by an appropriate pressing means (not shown). As the pressing means in this case, a pressing mechanism as described in the above-mentioned Japanese Utility Model Application No. 101431/1988 can be effectively used.
In order to improve heat conduction from the tube end to the copper plate 9, the copper plate 9 is provided with approximately the same curvature as the tube so as to closely follow the outer shape of the tube end. In addition, in this embodiment, there is a water channel 1 in the copper plate 9.
0 is formed, and cooling water is allowed to flow from the pipe 13. However, if the thickness of the copper plate 9 is sufficient to ensure heat capacity, water cooling is not necessarily necessary. copper plate 9
A groove 11 extending in the longitudinal direction of the tube 1 and having a width and depth sufficient to surround at least the weld bead is formed on the surface of the tube. While pressing such a copper plate 9 against both pipe ends of the steel pipe 1, welding is started from above the copper plate toward the seam part 2 at the welding start end, and past the welding end, the copper plate on the terminal end side is welded. Finish welding at an appropriate position on 9.

銅は鋼材に比べて熱伝導率がよく、管端部に押付けた銅
板9は管端シーム部付近の熱をよく吸収するため、第1
図に関して述べたように管端部にアーク熱源が到来して
も、その部分で溶接熱が蓄積されることがなく、前述し
た管端シーム部の引き裂き力は著しく軽減され、これに
よつて管端割れが防止される。また、銅板の冷却効果が
ビード部分にも十分に作用し、ビード厚さ方向の均熱化
が急速に達成されるため銅板上のビードの面外角変形が
防止される。溶接時のフラツクスあるいはシールドガス
は銅板上に、あるいは銅板の載置台上に受けとめられる
のでこれらに起因するトラブルは無く、シーム部のビー
ドも銅板上に有効に逃がし得るので管端部のビード形状
はきわめて良好となる。ただ、第2図のようにアークを
銅板で直接受ける方法ではTIG,MIGのような低入
熱溶接、エレクトロスラグ溶接のようなスラグ通電溶接
、あるいは比較的入熱の低いサブマージアーク溶接等で
は有効であるが、溶接入熱が大きくなるとアーク熱で銅
板が溶損することもあり、所期の目的を達し得ない。こ
れを防止し、しかも上述した諸種の不具合を解決するた
めに、本発明は、タブ板溶接取付けの手段を用いずに有
効かつ容易にシーム溶接を行うことのできる鋼管溶接方
法を提供することを目的とするものである。この目的の
ために、本発明に係る溶接方法は、被溶接鋼管の両管端
のシーム部位置に高熱伝導率をもつ金属板例えば銅板を
押付け、当該金属板上に鋼製の当て板を前記鋼管の管端
に接して設置し、一方の管端の当て板上からシーム部に
沿つて溶接を開始し、他方の管端の当て板上で溶接を終
了するようにしたものである。
Copper has better thermal conductivity than steel, and the copper plate 9 pressed against the tube end absorbs heat near the tube end seam well.
As mentioned in connection with the figure, even if an arc heat source arrives at the tube end, welding heat will not be accumulated in that area, and the tearing force at the tube end seam mentioned above is significantly reduced, thereby improving the quality of the tube. Edge cracking is prevented. In addition, the cooling effect of the copper plate sufficiently acts on the bead portion, and heat uniformity in the bead thickness direction is rapidly achieved, thereby preventing out-of-plane angular deformation of the bead on the copper plate. Flux or shielding gas during welding is received on the copper plate or on the copper plate mounting table, so there are no problems caused by these, and the bead at the seam can also be effectively released onto the copper plate, so the bead shape at the pipe end is It becomes extremely good. However, as shown in Figure 2, the method in which the arc is directly applied to the copper plate is effective for low heat input welding such as TIG and MIG, slag current welding such as electroslag welding, or submerged arc welding with relatively low heat input. However, if the welding heat input becomes large, the copper plate may melt due to arc heat, making it impossible to achieve the intended purpose. In order to prevent this and also solve the various problems mentioned above, the present invention aims to provide a steel pipe welding method that can effectively and easily perform seam welding without using means of welding tab plates. This is the purpose. For this purpose, the welding method according to the present invention involves pressing a metal plate having high thermal conductivity, such as a copper plate, onto the seam portions of both ends of a steel pipe to be welded, and placing a steel backing plate on the metal plate. It is installed in contact with the ends of a steel pipe, and welding starts along the seam from the caul plate at one tube end, and ends on the caul plate at the other tube end.

金属板としては銅板のほか、アルミ板などが採用可能で
ある。以下、第3図および第4図の本発明実施図面を参
照しながら、実施例について説明する。
As the metal plate, in addition to a copper plate, an aluminum plate or the like can be used. Embodiments will be described below with reference to the drawings for implementing the present invention shown in FIGS. 3 and 4.

本発明による溶接方法では、第3図の如くに、銅板9と
ともに管端部に押付け得る鋼製の当て板12を嵌め込み
、この当て板12と金属板9を複合使用した状態で、こ
の当て板上にアークを出すようにする。
In the welding method according to the present invention, as shown in FIG. Make sure to project an arc upwards.

当て板12はビードを形成するのに最小限必要な寸法の
ものでよく、また平板状のもので十分である。ただしこ
の場合、当て板12の表面を鋼管の溶接面と同じ高さに
すると、溶融金属充填量の不均衡から該当て板と鋼管の
境界部でビードが不連続となり、ビード形状が悪くなる
。この影響は単に境界面のみならず管端シーム部近傍に
もおよぶ。これを防止するために当て板12は鋼管溶接
表面より若干低くなるように設定する必要があり、内外
面両側の溶接においては鋼管肉厚より薄めの当て板を用
いる。溝11の深さもこの当て板の板厚との関係で定め
られることは勿論である。鋼製の当て板12の温度上昇
は銅板9による冷却効果のために低くおさえられ、アー
クの抜け落ちによる銅板の溶損トラブルは皆無となる。
第4図は溶接入熱と角変形との関係を、本発明による溶
接の場合と従来のタブ板押付けによる溶接の場合とを比
較して示した図である。△印は第2図の実施例の銅板の
みの場合、白丸印は第3図の如く銅板の溝内に当て板を
埋め込んで実施した場合、黒丸印は従来のタブ板による
場合である。この図からも明らかなとおり、本発明の場
合はいずれも面外角変形がほとんど発生していないのに
対し、従来のタブ板押付けの場合は溶接入熱にともなつ
て角変形量が増大し、溶接入熱30〜110キロジュー
ル/CTLに対し3入〜60の角変形が現われる。以上
述べた本発明の主旨から、前記金属板を水冷することは
更に有効である。本発明による上述以外の効果を、さら
に具体的に、大径溶接鋼管のO成形後のシーム部CO2
仮付溶接を例にとつて説明する。
The backing plate 12 may have the minimum necessary dimensions to form the bead, and a flat plate is sufficient. However, in this case, if the surface of the caul plate 12 is made to be at the same height as the welding surface of the steel pipe, the bead will become discontinuous at the boundary between the plate and the steel pipe due to the imbalance in the amount of molten metal filled, resulting in poor bead shape. This effect extends not only to the interface but also to the vicinity of the pipe end seam. In order to prevent this, the caul plate 12 must be set slightly lower than the welding surface of the steel pipe, and a caul plate that is thinner than the steel pipe wall thickness is used for welding both the inner and outer surfaces. Of course, the depth of the groove 11 is also determined in relation to the thickness of the backing plate. The temperature rise of the steel backing plate 12 is suppressed to a low level due to the cooling effect of the copper plate 9, and there is no problem of melting and damage of the copper plate due to arc dropout.
FIG. 4 is a diagram comparing the relationship between welding heat input and angular deformation in the case of welding according to the present invention and the case of welding by conventional tab plate pressing. The △ mark indicates the case where only the copper plate is used in the embodiment shown in FIG. 2, the white circle mark indicates the case where a patch plate is embedded in the groove of the copper plate as shown in Fig. 3, and the black circle mark indicates the case where the conventional tab plate is used. As is clear from this figure, in the case of the present invention, almost no out-of-plane angular deformation occurs, whereas in the case of conventional tab plate pressing, the amount of angular deformation increases with welding heat input. Angular deformation of 3 to 60 appears for welding heat input of 30 to 110 kilojoules/CTL. In view of the gist of the present invention described above, it is more effective to water-cool the metal plate. More specifically, the effects of the present invention other than those described above will be described below.
This will be explained using tack welding as an example.

0成形後の鋼管は一般にスプリングバツクによつてシー
ム部が開口した状態になる。
After zero forming, the steel pipe generally has an open seam due to spring back.

そこでO成形後の鋼管はケージロールでシーム部を閉じ
ながらその部分でCO2仮付溶接がなされる。この工程
ではシーム部が開口している理由から仮付前の静的状態
でタブ板を取り付けることは不可能であり、ケージロー
ル炙鋼管が搬送される過程でタブ板を溶接着脱する必要
があり、これがきわめてやつかいな作業である。本発明
では、このような動的状態での着脱がきわめて有効にな
され得る。従来のシーム部仮付溶接の場合はシーム部管
端で溶接を停止する必要があり、その部分における不良
ビードは後の内外面シーム溶接に悪影響をおよぼしてい
た。さらにシーム部CO2溶接は直流電源で行なわれる
ため、管端部で直流アーク特有の磁気吹きが生じてビー
ドが乱れる原因となつていた。
Therefore, after O-forming, the steel pipe is closed at the seam using cage rolls, and CO2 tack welding is performed at the seam. In this process, because the seams are open, it is impossible to attach the tab plates in a static state before tacking, and it is necessary to weld and remove the tab plates while the cage roll-roasted steel pipe is being transported. , this is an extremely difficult task. According to the present invention, attachment and detachment in such a dynamic state can be carried out very effectively. In the case of conventional seam tack welding, it is necessary to stop welding at the seam tube end, and a defective bead at that point has an adverse effect on later internal and external seam welding. Furthermore, since seam CO2 welding is performed using a DC power source, magnetic blowing peculiar to a DC arc occurs at the tube end, causing bead disturbance.

これば管端割れにおける熱の蓄積と同様の現象で、管端
における電流密度の急激な上昇に起因する。導電性良好
な銅板は十分管端部での電流密度を下げることに効果的
であり、磁気吹きはまつたく生じないという付加的効果
がある。なお、本発明は被溶接鋼管の片端にのみ適用す
る場合、溶接始端および終端の両管端に適用する場合の
いずれをも含むことは明らかである。
This is a phenomenon similar to heat accumulation at tube end cracks, and is caused by a rapid increase in current density at the tube end. A copper plate with good conductivity is effective in sufficiently lowering the current density at the end of the tube, and has the additional effect that magnetic blowing does not occur at all. It is clear that the present invention includes both cases where it is applied to only one end of a steel pipe to be welded, and cases where it is applied to both pipe ends, the welding start end and the welding end.

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

第1図は従来のタブ板取付けによる管端部溶接状態を示
した斜視図、第2図は本発明の1実施例を示した斜視図
、第3図は本発明の他の実施例を示した斜視図、第4図
は溶接入熱と引き出しビードの角変形量との関係を、本
発明と従来の方法とを比較して示した図である。 1・・・・・・鋼管、1a・・・・・・管端部、2・・
・・・・シーム部、5・・・・・・ビード、9・・・・
・・銅板、10・・・・・・水路、11・・・・・・溝
、12・・・・・・当て板。
FIG. 1 is a perspective view showing a tube end welded state by attaching a conventional tab plate, FIG. 2 is a perspective view showing one embodiment of the present invention, and FIG. 3 is a perspective view showing another embodiment of the present invention. FIG. 4 is a diagram comparing the relationship between the welding heat input and the angular deformation of the pull-out bead between the present invention and the conventional method. 1... Steel pipe, 1a... Pipe end, 2...
... seam part, 5 ... bead, 9 ...
...Copper plate, 10 ... Waterway, 11 ... Groove, 12 ... Backing plate.

Claims (1)

【特許請求の範囲】 1 被溶接鋼管の管端のシーム部位置に高熱伝導率の金
属板を押付け、この金属板上に鋼製の当て板を前記鋼管
の管端に接して設置し、前記当て板上で溶接開始または
(および)終了することを特徴とする鋼管の溶接方法。 2 前記金属板を水冷しながら溶接開始または終了する
ことを特徴とする特許請求の範囲第1項に記載した鋼管
の溶接方法。 3 前記当て板を鋼管溶接部表面より若干低くなるよう
に前記金属板上に位置せしめて溶接開始または終了する
ことを特徴とする特許請求の範囲第1項または第2項に
記載した鋼管の溶接方法。
[Scope of Claims] 1. A metal plate with high thermal conductivity is pressed against the seam portion of the end of the steel pipe to be welded, a steel patch plate is installed on the metal plate in contact with the end of the steel pipe, and the A method of welding steel pipes, characterized in that welding starts and/or ends on a caul plate. 2. The method for welding steel pipes according to claim 1, wherein welding is started or completed while the metal plate is water-cooled. 3. Welding of steel pipes according to claim 1 or 2, characterized in that the welding is started or completed by positioning the patch plate on the metal plate so as to be slightly lower than the surface of the steel pipe welding part. Method.
JP15668380A 1980-11-07 1980-11-07 How to weld steel pipes Expired JPS5924915B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15668380A JPS5924915B2 (en) 1980-11-07 1980-11-07 How to weld steel pipes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15668380A JPS5924915B2 (en) 1980-11-07 1980-11-07 How to weld steel pipes

Publications (2)

Publication Number Publication Date
JPS5781990A JPS5781990A (en) 1982-05-22
JPS5924915B2 true JPS5924915B2 (en) 1984-06-13

Family

ID=15633037

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15668380A Expired JPS5924915B2 (en) 1980-11-07 1980-11-07 How to weld steel pipes

Country Status (1)

Country Link
JP (1) JPS5924915B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101850494A (en) * 2010-05-20 2010-10-06 什邡市明日宇航工业股份有限公司 Manufacturing method of internal bladder of annular titanium alloy gas cylinder

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101850494A (en) * 2010-05-20 2010-10-06 什邡市明日宇航工业股份有限公司 Manufacturing method of internal bladder of annular titanium alloy gas cylinder

Also Published As

Publication number Publication date
JPS5781990A (en) 1982-05-22

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