JPH0636985B2 - Welding method for shaped steel - Google Patents

Welding method for shaped steel

Info

Publication number
JPH0636985B2
JPH0636985B2 JP20379088A JP20379088A JPH0636985B2 JP H0636985 B2 JPH0636985 B2 JP H0636985B2 JP 20379088 A JP20379088 A JP 20379088A JP 20379088 A JP20379088 A JP 20379088A JP H0636985 B2 JPH0636985 B2 JP H0636985B2
Authority
JP
Japan
Prior art keywords
welding
shaped steel
steel material
welded
groove
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 - Lifetime
Application number
JP20379088A
Other languages
Japanese (ja)
Other versions
JPH0255691A (en
Inventor
真紀 菅野
稔 橋之口
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.)
Toshiba Corp
Original Assignee
Toshiba 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 Toshiba Corp filed Critical Toshiba Corp
Priority to JP20379088A priority Critical patent/JPH0636985B2/en
Publication of JPH0255691A publication Critical patent/JPH0255691A/en
Publication of JPH0636985B2 publication Critical patent/JPH0636985B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 [発明の目的] (産業上の利用分野) 本発明は字状形鋼材を被溶接物に溶接する形鋼材の溶
接方法に関する。
DETAILED DESCRIPTION OF THE INVENTION [Object of the Invention] (Field of Industrial Application) The present invention relates to a method for welding a shaped steel material in which a character-shaped steel material is welded to an object to be welded.

(従来の技術) 化学処理プラント,原子力発電プランなどの貯槽類およ
び機器などにはステンレス鋼が多く使用されており、こ
れらの分野では隅肉溶接継手が非常に多く適用されてい
る。
(Prior Art) Stainless steel is often used for storage tanks and equipment such as chemical treatment plants and nuclear power generation plans, and fillet welded joints are very often applied in these fields.

従来、平板状被溶接物に板材,角材などの構造材を隅肉
溶接する方法は構造材の端面を単に被溶接物に垂直また
は水平のT字状に突き合わせ、両面から溶接するか、ま
たは構造材の突き合せ面に開先加工を施してから完全溶
込み溶接している。このように両面から完全溶込み溶接
を行うことができる場合は強固な溶接ができ問題を生じ
ることは少ない。
Conventionally, a method of fillet-welding a structural material such as a plate material or a square material to a flat-shaped work piece is simply to butt the end face of the structural material to the work piece in a vertical or horizontal T-shape and weld it from both sides, or Complete penetration welding is performed after groove processing is applied to the butt surfaces of the materials. If complete penetration welding can be performed from both sides as described above, strong welding can be performed and problems are unlikely to occur.

しかしながら、第6図に示したように平板状被溶接物1
に断面字状形鋼材2を溶接する場合、形鋼材2の内側
から溶接トーチを組入れて溶接することができないの
で、外側からの片面溶接になる。特に形鋼材2の内側空
間3が例えば高さhが100mm以下、幅Wが100mm以下、奥
行きの深い形鋼材の場合には両側溶接することが極めて
困難である。そこで、第7図から第11図に部分的に示し
たような片側溶接4が行われている。すなわち、第7図
は被溶接物1に形鋼材2を単に突合せて片側溶接4した
例である。第8図は形鋼材2の端面に傾斜角度θを有す
るレ字状開先5を形成したのち片側溶接4した例であ
り、第9図は第8図と同じくギャップgをもたせて溶接
した例である。第10図は形鋼材2の端面にルート部fを
有するν字状開先6を形成したのち片側溶接4した例で
あり、第11図は第10図と同じくギャップgをもたせて溶
接した例を示している。
However, as shown in FIG.
In the case of welding the section-shaped steel material 2 to, the welding torch cannot be incorporated and welded from the inside of the steel material 2, so that one-sided welding is performed from the outside. In particular, when the inner space 3 of the shaped steel material 2 has a depth h of 100 mm or less and a width W of 100 mm or less and a deep shaped steel material, it is extremely difficult to weld both sides. Therefore, the one-sided welding 4 as partially shown in FIGS. 7 to 11 is performed. That is, FIG. 7 shows an example in which the shaped steel material 2 is simply butted to the object to be welded 1 and one-side welding 4 is performed. FIG. 8 is an example in which a L-shaped groove 5 having an inclination angle θ is formed on the end surface of the shaped steel material 2 and then one-side welding 4 is performed, and FIG. 9 is an example in which a gap g is welded similarly to FIG. Is. FIG. 10 shows an example in which a ν-shaped groove 6 having a root portion f is formed on the end surface of the shaped steel material 2 and then one-side welding 4 is performed, and FIG. 11 is an example in which a gap g is welded similarly to FIG. Is shown.

(発明が解決しようとする課題) 上述した溶接方法はつぎのような欠点がある。第7図に
例示した場合は被溶接物1と形鋼材2との接触面に隙間
(クレビス)が形成されるため隙間腐食を起す欠点があ
る。また、第8図および第10図の場合はルート部に融合
不良,割れ,溶け込み不良などの溶接欠陥が発生しやす
くなる欠点がある。また、内側空間3と外側空間との間
に大きな圧力差が生じている場合には破断することがあ
り、特に繰返し応力が内側空間3に生じる場合には疲労
でルート部から破壊される恐れがある。さらに第9図お
よび第11図の例示のようにルートギャップgを有する場
合にはTIG溶接法で仮付けを行ってから完全溶け込み
溶接するが、仮付けの時点でルート部に欠陥が生じる欠
点がある。また、初層溶接する際に仮付けの部分の上か
ら溶接するため溶け込み不良を生じる欠点がある。この
溶接方法は非常に難度が高く熟練溶接士でないと健全な
裏波を出すことができない。
(Problems to be Solved by the Invention) The welding method described above has the following drawbacks. In the case illustrated in FIG. 7, a gap (clevis) is formed on the contact surface between the work piece 1 and the shaped steel material 2, which has a drawback of causing crevice corrosion. Further, in the cases of FIGS. 8 and 10, there is a drawback that welding defects such as fusion defects, cracks, and penetration defects are likely to occur at the root portion. Further, when a large pressure difference is generated between the inner space 3 and the outer space, it may be broken, and especially when repeated stress is generated in the inner space 3, there is a risk that the root part is broken due to fatigue. is there. Further, when the root gap g is provided as illustrated in FIGS. 9 and 11, the TIG welding method is used for temporary welding and then full penetration welding is performed. However, there is a drawback that a defect occurs in the root portion at the time of temporary welding. is there. In addition, there is a drawback in that when the first layer is welded, welding is performed from above the temporary attachment portion, resulting in defective penetration. This welding method is extremely difficult, and unless a skilled welder is used, a sound backwater cannot be produced.

さらに、開先内に仮付けを行うと初層溶接時の溶接熱応
力によって開先のルート間隔が狭まり、健全な溶接が行
えない1mm以下のルート間隔になり、ルート部に欠陥が
生じる課題がある。
Furthermore, when temporary tacking is performed in the groove, the root interval of the groove is narrowed due to the welding thermal stress at the time of the first layer welding, and the root interval becomes 1 mm or less that can not perform sound welding. is there.

例えば、原子力機器の補修溶接を行う場合、高放射線環
境下の作業となるため、第6図に示したように厚さ6mm
の被溶接物(ライナー板)1に幅(W)600mm,高さ
(h)85mm,長さ2500mm,厚さ3mmの字状形鋼材2を
立向姿勢で溶接するに際し、遠隔自動溶接(TIG)に
よって施工することが考えられる。溶接部が第7図に示
した単純な形状であれば、溶接は容易であるが、開孔7
から蒸気または高温水が流入して内部空間3と外部空間
との間に差圧が生じルート部に応力集中が起り、溶接金
属4の中央部から疲労によって破断する。そこで、開先
形状を形成させて第9図または第11図に示すようなルー
ト間隔をもたせ、裏波を形成させる溶接方法が望まし
い。しかしながら、現在の遠隔自動溶接機でレ字状開先
形状の裏波を形成させる溶接を行うことは極めて困難で
ある。この理由は厚さ3mmの形鋼材2の先端部がレまた
はν字状になっているため、その先端の板厚が薄く、溶
接の際に先に形鋼材2側が溶けて孔があいたり、裏波が
生じなかったりする。
For example, when repair welding of nuclear equipment is performed in a high radiation environment, as shown in Fig. 6, the thickness is 6 mm.
When welding the W-shaped steel material 2 having a width (W) of 600 mm, a height (h) of 85 mm, a length of 2500 mm and a thickness of 3 mm to the work piece (liner plate) 1 in a vertical position, remote automatic welding (TIG ). If the welded portion has the simple shape shown in FIG. 7, the welding is easy, but the opening 7
Steam or high-temperature water flows in from there to cause a pressure difference between the inner space 3 and the outer space, stress concentration occurs in the root portion, and the weld metal 4 fractures due to fatigue. Therefore, it is desirable to use a welding method in which a groove shape is formed to provide a root gap as shown in FIG. 9 or FIG. 11 and a back wave is formed. However, it is extremely difficult to perform welding to form a back wave having a V-shaped groove shape with the current remote automatic welding machine. The reason for this is that since the tip of the shaped steel material 2 having a thickness of 3 mm has a checkered or ν shape, the thickness of the tip is thin, and the shaped steel material 2 side is melted and a hole is formed before welding. Umami does not occur.

したがって、遮蔽技術を駆使して溶接士の技量に頼らざ
るを得ないが、しかし遮蔽したとしても溶接士の放射線
被曝量は増大するため容易に裏波を生じさせるような溶
接方法が必要となる。
Therefore, we have to rely on the skill of the welder by making full use of the shielding technology, but even if the shield is used, the radiation exposure dose of the welder increases, so a welding method that easily causes backwater is required. .

本発明は上記課題を解決するためになされたもので、化
学処理プラント,原子力関係機器などにおいて、たとえ
ばステンレス鋼製字状形鋼材を例えばステンレス鋼板
製被溶接物に突合せ完全溶込み溶接する方法において、
繰返し応力が字状形鋼材の開先のルート部に加わるよ
うな場合、完全溶込み溶接によって滑らかな曲面形状の
裏波を形成させることができ、もって、内側空間からの
圧力変動があっても疲労に対し非常に強い継手形状で、
しかも内側空間に水分が存在しても隙間腐食が生じない
形鋼材の溶接方法を提供することにある。
The present invention has been made to solve the above problems, and in a chemical processing plant, nuclear equipment, etc., in a method of butt and complete penetration welding, for example, a stainless steel character-shaped steel material to, for example, a stainless steel plate workpiece to be welded. ,
When repetitive stress is applied to the root part of the groove of the V-shaped steel material, it is possible to form a back wave with a smooth curved surface shape by complete penetration welding, and even if there is pressure fluctuation from the inner space. With a joint shape that is extremely strong against fatigue,
Moreover, it is another object of the present invention to provide a method for welding a shaped steel material in which crevice corrosion does not occur even if water is present in the inner space.

[発明の構成] (課題を解決するための手段〕 本発明は字状形鋼材の溶接部に端面から外側に傾斜し
た開先を形成する開先加工工程と、前記形鋼材を溶接す
る被溶接物の溶接線に沿って複数の細片状肉盛座を点在
的に溶接する肉盛座取付け工程と、前記被溶接物に取付
けた肉盛座に前記形鋼材に形成した開先を当接し、前記
開先の外側から完全溶込み溶接して裏波を形成させ前記
被溶接物に前記形鋼材を溶接一体化する本溶接工程とか
らなることを特徴とする。
[Configuration of the Invention] (Means for Solving the Problems) The present invention relates to a groove processing step of forming a groove inclined outward from an end face in a welded portion of a character-shaped steel material, and a welded object for welding the shape steel material. The build-up seat mounting step of welding a plurality of strip-shaped build-up seats scattered along the welding line of the object and the groove formed in the shaped steel material are applied to the build-up seat installed on the workpiece. A main welding step of contacting and completely penetrating welding from the outside of the groove to form a back wave to integrally integrate the shaped steel material with the object to be welded.

(作 用) 平板状被溶接物の溶接部にあらかめ肉盛座を完全溶込み
溶接して裏波が形成されるように取付けられている。こ
肉盛座上に形鋼材の開先を当接し、完全溶込み溶接する
と溶接熱によって溶接金属とともに肉盛座も溶け出し被
溶接物、形鋼材および肉盛座の接合面が融合する。そし
て溶接終了時に形鋼材の内側端面部に肉盛座が溶けた曲
面上の裏波が形成される。この裏波は被溶接物が溶接さ
れた形鋼材の内側に一様に融合形成されているので溶接
部に隙間,亀裂等が生じない。溶接部に形成された曲面
上裏波によって疲労に対し非常に強い継手形状となり、
隙間腐食の起る心配がなくなる。
(Operation) The flat weld is installed in the welded part of the flat work piece so that the back wave is formed by full penetration welding. When the groove of the shaped steel material is brought into contact with the build-up seat and complete penetration welding is performed, the build-up seat is melted together with the weld metal by the welding heat, and the welded object, the shaped steel material and the joining surface of the build-up seat are fused. Then, at the end of welding, a backside wave on the curved surface where the overlay is melted is formed on the inner end surface of the shaped steel material. Since this back wave is uniformly fused and formed inside the shaped steel material to which the object to be welded is welded, no gaps or cracks occur in the welded part. The curved back Uranami formed in the welded part creates a joint shape that is extremely resistant to fatigue,
There is no need to worry about crevice corrosion.

(実施例) 第1図から第5図を参照しながら本発明に係る形鋼材の
溶接方法の一実施例を説明する。
(Example) An example of the method for welding a shaped steel material according to the present invention will be described with reference to FIGS. 1 to 5.

第1図中、符号1は例えばステンレス鋼の平板状被溶接
物で、2は被溶接物2に溶接しようとする例えば厚さ3
mmの字状形鋼材である。形鋼材2の溶接部2aには開
先加工工程で、その端面から外側に傾斜したν字状開先
6が例えば研削によって機械加工される。開先6は傾斜
角度θとルート面fを有している。一方、被溶接物1に
は肉盛座取付け工程で第2図および第3図に示したよう
に形鋼材2の取付け位置つまり溶接線1aに沿って肉盛
座8がピッチPを存してほぼ等間隔に完全溶込み溶接に
よって取付けられる。なお、第3図は第2図のX−X′
線の矢視断面図で、被溶接物1に単一の肉盛座8が取付
けられた状態を示している。この肉盛座8は細片状で、
幅Wと高さhを有しているが、例えばつぎのように
して被溶接物1に取付けられる。すなわち、溶接棒Y−
308Lを使用し、被溶接物1の溶接線1a上に幅
(W)約5mm,長さ10mm,高さを2〜4mmとし、ピッ
チ(P)間隔を80mmに選び、TIG溶接法によって完全
溶込み溶接して肉盛溶接部を点付けした。その後、肉盛
溶接部の高さ(h)を1〜3mmになるようにグライン
ダで仕上げて第2図に示したように点在的に肉盛座8を
形成させた。この肉盛座8のピッチPが100mmを越える
場合、初層溶接時に設けた1〜3mmのルート間隔が1mm
未満となってルート部に欠陥を生じるのみで好ましくな
い。
In FIG. 1, reference numeral 1 is, for example, a stainless steel plate-shaped object to be welded, 2 is a thickness to be welded to the object to be welded 2, for example, 3
mm-shaped steel material. In the groove processing step, the welded portion 2a of the shaped steel material 2 is machined with a ν-shaped groove 6 inclined outward from the end face thereof, for example, by grinding. The groove 6 has an inclination angle θ and a root face f. On the other hand, as shown in FIGS. 2 and 3, the welding object 1 has a buildup seat 8 with a pitch P along the installation position of the shaped steel material 2, that is, along the weld line 1a as shown in FIGS. They are installed at almost equal intervals by full penetration welding. Incidentally, FIG. 3 shows XX ′ of FIG.
In the sectional view taken along the line, the single build-up seat 8 is attached to the workpiece 1. This pad 8 is in the form of a strip,
It has a width W 1 and a height h 1 , but is attached to the object to be welded 1 as follows, for example. That is, the welding rod Y-
308L is used, the width (W 1 ) is about 5 mm, the length is 10 mm, the height is 2 to 4 mm on the welding line 1a of the work piece 1, the pitch (P) interval is 80 mm, and it is completely completed by the TIG welding method. Penetration welding was performed to spot the weld overlay. After that, the height (h 1 ) of the weld overlay was finished by a grinder so as to be 1 to 3 mm to form the weld overlays 8 in a scattered manner as shown in FIG. When the pitch P of the build-up seat 8 exceeds 100 mm, the route interval of 1 to 3 mm provided during the first layer welding is 1 mm.
This is not preferable because it is less than the above range and only causes defects in the root portion.

つぎに、上記肉盛座取付け工程で取付けた肉盛座8を有
する被溶接物1に形鋼材2を溶接一体化する本溶接工程
に移る。すなわち、この本溶接工程は第4図に示したよ
うに形鋼材2の上面に押え板9を載せ、この押え板9に
油圧シリンダ10を取付ける。こ油圧シリンダ10によって
被溶接物1に形鋼材2を動かないように押え付ける。
Next, the process proceeds to a main welding step in which the shaped steel material 2 is welded and integrated with the object to be welded 1 having the build-up seat 8 attached in the above-mentioned build-up seat attaching step. That is, in this main welding process, as shown in FIG. 4, the holding plate 9 is placed on the upper surface of the shaped steel material 2, and the hydraulic cylinder 10 is attached to the holding plate 9. The steel cylinder 2 is pressed against the work piece 1 by the hydraulic cylinder 10 so as not to move.

このような状態で、溶接条件をTIG溶接,電流130
A,溶接電圧10.5V,溶接速度7cm/min,立向姿勢とし
て初層溶接する。順次残層の溶接(3パス盛り)を行う
と、最終的には第5図に部分的に示したように被溶接物
1と形鋼材2の溶接金属11の内側に滑らかな曲面を有す
る裏波12が形成された仕上り状態となる。この場合、裏
波12は肉盛座8が存在する部分と存在しない部分を問わ
ず滑らかな曲面を有して形成されるため内側空間3に圧
力が繰返し加わってもルート部は健全である。また、ル
ート部に溶接欠陥(融合不良,溶込み不良など)が存在
しないためルート部に隙間がなく、内側空間3側に水分
が存在しても、隙間腐食を初期現象とするステンレス鋼
の応力腐食割れも発生しないという二次的な効果もあ
る。
In this state, the welding conditions are TIG welding, current 130
A, welding voltage 10.5 V, welding speed 7 cm / min, first position welding in a vertical position. When the remaining layers are sequentially welded (three passes), a back surface having a smooth curved surface is finally formed inside the weld metal 11 of the workpiece 1 and the shaped steel material 2 as partially shown in FIG. The finished state is formed with the waves 12. In this case, the back wave 12 is formed with a smooth curved surface regardless of the portion where the build-up seat 8 exists and the portion where it does not exist, so that the root portion is sound even if pressure is repeatedly applied to the inner space 3. In addition, since there are no welding defects (poor fusion, poor penetration, etc.) in the root portion, there is no gap in the root portion, and even if water is present on the inner space 3 side, the stress of stainless steel that causes crevice corrosion as an initial phenomenon It also has the secondary effect of not causing corrosion cracking.

[発明の効果] 本発明によれば溶接面に裏波が形成できるので、強固に
溶接され疲労に対して非常に強い継手形状となる。ま
た、完全溶込み溶接のため溶接部に隙間がなく、内側空
間に水分が存在しても隙間腐食を生じることがない。
[Advantages of the Invention] According to the present invention, the backside wave can be formed on the welded surface, so that the joint shape is strong and the joint shape is very strong against fatigue. Further, because of full penetration welding, there is no gap in the welded portion, and crevice corrosion does not occur even if water is present in the inner space.

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

第1図から第5図までは本発明に係る形鋼材の溶接方法
を説明するための図で、第1図は被溶接物上の肉盛座に
形鋼材が当接された状態を示す縦断面図、第2図は被溶
接物に肉盛座を取付けた状態を示す平面図、第3図は第
2図のX−X′矢視断面図、第4図は第1図の状態に油
圧シリンダと押え板を取付けた状態を一部断面で示す側
面図、第5図は本発明方法によって溶接された部分を拡
大して示す部分断面図、第6図から第11図までは従来の
溶接方法を説明するための図で、第6図は字形鋼を被
溶接物へ溶接した状態を示す縦断面図、第7図から第11
図は各種の溶接方法によって溶接した状態を示す部分縦
断面図である。 1……被溶接物 2……字状形鋼材 3……内側空間 4……ν字状開先 6……レ字状開先 7……開孔 8……肉盛座 9……押え板 10……油圧シリンダ 11……溶接金属 12……裏波
1 to 5 are views for explaining a method of welding a shaped steel material according to the present invention, and FIG. 1 is a vertical cross-sectional view showing a state where the shaped steel material is in contact with a build-up seat on an object to be welded. Fig. 2 is a plan view showing a state in which the build-up seat is attached to the object to be welded, Fig. 3 is a sectional view taken along the line XX 'in Fig. 2, and Fig. 4 is in the state shown in Fig. 1. FIG. 5 is a partial cross-sectional view showing a state in which the hydraulic cylinder and the holding plate are attached in a partial cross-section, FIG. 5 is an enlarged partial cross-sectional view showing a portion welded by the method of the present invention, and FIGS. FIG. 6 is a view for explaining a welding method, FIG. 6 is a longitudinal sectional view showing a state in which a character steel is welded to an object to be welded, and FIGS. 7 to 11
The figure is a partial vertical cross-sectional view showing a state of welding by various welding methods. 1 ... Workpiece 2 ... V-shaped steel material 3 ... Inner space 4 ... V-shaped groove 6 ... L-shaped groove 7 ... Opening hole 8 ... Overhead seat 9 ... Holding plate 10 …… Hydraulic cylinder 11 …… Weld metal 12 …… Uranami

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】字状形鋼材の溶接部に端面から外側に傾
斜した開先を形成する開先加工工程と、前記形鋼材を溶
接する被溶接物の溶接線に沿って複数の細片状肉盛座を
点在的に溶接する肉盛座取付け工程と、前記被溶接物に
取付けた肉盛座に前記形鋼材に形成した開先を当接し、
前記開先の外側から完全溶け込み溶接して裏波を形成さ
せ前記被溶接物に前記形鋼材を溶接一体化する本溶接工
程とからなることを特徴とする形鋼材の溶接方法。
1. A groove forming step of forming a groove inclined outward from an end face in a welded portion of a V-shaped steel material, and a plurality of strip-like shapes along a welding line of an object to be welded with the shaped steel material. A build-up seat mounting step of welding the build-up seat in a scattered manner, and abutting the groove formed in the shaped steel material to the build-up seat mounted on the object to be welded,
A method for welding a shaped steel material, which comprises a main welding step of completely melting and welding from the outside of the groove to form a back wave to integrally integrate the shaped steel material with the object to be welded.
JP20379088A 1988-08-18 1988-08-18 Welding method for shaped steel Expired - Lifetime JPH0636985B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20379088A JPH0636985B2 (en) 1988-08-18 1988-08-18 Welding method for shaped steel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20379088A JPH0636985B2 (en) 1988-08-18 1988-08-18 Welding method for shaped steel

Publications (2)

Publication Number Publication Date
JPH0255691A JPH0255691A (en) 1990-02-26
JPH0636985B2 true JPH0636985B2 (en) 1994-05-18

Family

ID=16479798

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20379088A Expired - Lifetime JPH0636985B2 (en) 1988-08-18 1988-08-18 Welding method for shaped steel

Country Status (1)

Country Link
JP (1) JPH0636985B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0434345Y2 (en) * 1988-02-09 1992-08-17
CN110666290A (en) * 2019-10-28 2020-01-10 中铁山桥集团有限公司 Full penetration welding method for U-shaped rib angle welding seam

Also Published As

Publication number Publication date
JPH0255691A (en) 1990-02-26

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