JPH10211578A - Two-electrode submerged arc welding method for square joint - Google Patents

Two-electrode submerged arc welding method for square joint

Info

Publication number
JPH10211578A
JPH10211578A JP1506397A JP1506397A JPH10211578A JP H10211578 A JPH10211578 A JP H10211578A JP 1506397 A JP1506397 A JP 1506397A JP 1506397 A JP1506397 A JP 1506397A JP H10211578 A JPH10211578 A JP H10211578A
Authority
JP
Japan
Prior art keywords
welding
angle
electrode
bead
weld
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
JP1506397A
Other languages
Japanese (ja)
Inventor
Masami Yamaguchi
将美 山口
Naoaki Matsutani
直明 松谷
Ryuichi Motomatsu
隆一 元松
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.)
Nippon Steel Welding and Engineering Co Ltd
Original Assignee
Nippon Steel Welding and Engineering Co 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 Nippon Steel Welding and Engineering Co Ltd filed Critical Nippon Steel Welding and Engineering Co Ltd
Priority to JP1506397A priority Critical patent/JPH10211578A/en
Publication of JPH10211578A publication Critical patent/JPH10211578A/en
Pending legal-status Critical Current

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  • Butt Welding And Welding Of Specific Article (AREA)

Abstract

PROBLEM TO BE SOLVED: To obtain a uniform bead shape and a sound weld zone over the whole length of a weld line by inclining the object to be welded into the specified angle or less so as to become descending slope welding and specifying the inclined angle of a preceding electrode and the inclined angle of a succeeding electrode. SOLUTION: The excessive penetration and depth are prevented, the too small bead depth is avoided and the crack due to high temperature and the groove incomplete fusion are hardly generated by inclining the object A to be welded into 3 deg. or less so as to become a descending slope. The inclined angle θL of the preceding electrode L is specified to be the sweepback angle of 15 deg.-35 deg.. When θL is less than 15 deg., since the action pushing the molten metal and molten slag backward by the arc of the preceding electrode L is insufficient and the molten metal and molten slag flow into just under the arc, slag inclusive is generated and the lack of uniformity on the bead depth and the height of reinforcement of weld are generated. The inclined angle θT is specified to be the sweepback angle of 10 deg.-30 deg.. When θT is less than 10 deg., the excessive bead width and the insufficient height of reinforcement of weld are not dissolved.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、建築構造物の柱部
材に適用する溶接方法に係わり、さらに詳しくは板厚が
50mmを超えるボックス柱の角継手溶接において、健全
な溶接部を得る高能率なサブマージアーク溶接方法に関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a welding method applied to a column member of a building structure, and more particularly, to a high-efficiency method for obtaining a sound weld in a square joint welding of a box column having a thickness of more than 50 mm. Submerged arc welding method.

【0002】[0002]

【従来の技術】近年のビルの高層化に伴い、その柱部材
であるボックス柱に使用される鋼材は、益々厚肉化して
いる。ボックス柱の形状は、図2(a),(b)に示す
ように4枚のスキンプレート1,2を箱形に組立て、梁
を取り付ける仕口部の内部には補強材であるダイヤフラ
ム3が取り付けられている。
2. Description of the Related Art With the height of buildings in recent years, steel materials used for box pillars, which are pillar members thereof, are becoming increasingly thick. As shown in FIGS. 2 (a) and 2 (b), the shape of the box pillar is such that four skin plates 1 and 2 are assembled in a box shape, and a diaphragm 3 as a reinforcing material is provided inside a connection portion for attaching a beam. Installed.

【0003】ボックス柱の製造は、スキンプレート1,
2の合わせ部、すなわち箱形の4辺の角の部分を溶接し
て中空の柱とする。この角継手部の開先形状は、板厚が
50mmを超える厚肉では、図3に示す横板のスキンプレ
ート2および縦板のスキンプレート1の双方の端部に開
先加工を施したY型開先を採用している。このようなボ
ックス柱角継手の高能率な溶接方法として、2電極のサ
ブマージアーク溶接により1パスで仕上げる方法が一般
に採用されている。この溶接方法として例えば、特公平
6−30818号公報に、板厚が40mm以上において、
被溶接物が溶接熱歪による昇り傾斜と下り傾斜とが存在
する場合での溶接を前提に、開先形状、溶接条件および
電極傾斜角度を限定した角継手部の潜弧溶接方法が開示
されている。
[0003] The manufacture of box pillars is made up of skin plates 1,
The joining portion of the two, that is, the four corners of the box are welded to form a hollow pillar. The groove shape of this square joint portion is as follows. In the case of a thick plate having a plate thickness exceeding 50 mm, both ends of the skin plate 2 of the horizontal plate and the skin plate 1 of the vertical plate shown in FIG. The mold groove is adopted. As a highly efficient welding method for such a box column corner joint, a method of finishing in one pass by submerged arc welding of two electrodes is generally adopted. As this welding method, for example, in Japanese Patent Publication No. Hei 6-30818, when the plate thickness is 40 mm or more,
Assuming that the workpiece to be welded has an ascending slope and a descending slope due to welding heat distortion, a groove arc welding method for a corner joint with a limited groove shape, welding conditions and electrode inclination angle is disclosed. I have.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、サブマ
ージアーク溶接で特に板厚の大きいボックス柱角継手1
パス大入熱溶接において、被溶接物の傾斜角度がビード
外観に及ぼす影響は大きい。特に大きな角度で昇り傾斜
と下り傾斜とを連続して溶接することになる12mに及
ぶ長尺柱の製作では、同一溶接条件によって、溶接の前
半部と後半部のビード幅と余盛高さを均一にすることは
困難である。
However, the box column corner joint 1 having a particularly large thickness in submerged arc welding.
In large-pass heat input welding, the angle of inclination of the workpiece greatly affects the bead appearance. Particularly in the manufacture of a long column of up to 12 m, in which the ascending and descending slopes are continuously welded at a large angle, the bead width and the extra height of the first half and the second half of the welding are adjusted by the same welding conditions. It is difficult to make it uniform.

【0005】すなわち、ボックス柱角継手の溶接は、図
2(a)に示す上部2ヶ所の角継手部を同時に溶接する
のが一般的であるが、溶接進行中に熱膨張によって溶接
線方向の中央部が弓状に盛り上がってくる。したがっ
て、溶接の前半は昇り溶接となり、そのビード形状は図
4(b)に示すように、ビード幅Wが小さく余盛高さH
が大きくなって、ビード幅方向中央部が三角状に尖る傾
向がある。一方、溶接の後半は下り溶接となって、図4
(c)に示すように、昇り溶接とは反対にビード幅Wが
大きく、ビード中央部の余盛高さHは小さくなる傾向が
ある。
[0005] That is, in the welding of the box column corner joint, it is general that the upper two corner joints shown in FIG. 2 (a) are simultaneously welded. The central part rises like a bow. Therefore, the first half of the welding is ascending welding, and the bead shape is small as shown in FIG.
And the center in the bead width direction tends to be triangular. On the other hand, the latter half of the welding was down welding,
As shown in (c), the bead width W tends to be large and the extra height H at the center of the bead tends to be small, contrary to the upward welding.

【0006】このように溶接の前半と後半のビード外観
が大きく異なる場合がある。その際、前半の溶接ビード
で余盛高さHが過大となったり、ビード幅Wが小さくな
ると、溶接金属中央に高温われ6が発生しやすくなる。
また、後半の下り傾斜溶接ビードは、ビード幅Wが大き
く、余盛高さH不足となったり溶込み不足7が生じやす
い。
As described above, the bead appearances in the first half and the second half of welding may differ greatly. At that time, if the excess height H is excessively large in the first half of the weld bead or the bead width W is small, high temperature crack 6 is likely to occur in the center of the weld metal.
In the latter half, the bead width W is large and the margin height H is insufficient and the penetration 7 is liable to occur.

【0007】これら余盛の過不足に対し、研削や補修溶
接の手直しが必要となる。また、高温われや溶込み不足
が発生した場合、スキンプレート板厚最深部まで、例え
ばアークエアーガウジングにより溶接金属を除去した
後、CO2 シールド溶接等で多層盛り溶接を行ってい
る。このような手直し作業に費やす工数は、板厚が大き
いがゆえに多大なものとなって能率低下をきたすことに
なり、長尺のボックス柱角継手溶接施工の極めて重要な
課題となっている。
[0007] For these excess or deficiency, it is necessary to rework grinding and repair welding. Further, when high temperature cracking or insufficient penetration occurs, the weld metal is removed to the deepest part of the skin plate by, for example, arc air gouging, and then multi-layer welding is performed by CO 2 shield welding or the like. The man-hours required for such reworking work is large due to the large thickness of the plate, resulting in a decrease in efficiency. This is an extremely important task for welding a long box-column joint.

【0008】本発明の目的は、厚鋼板のボックス柱角継
手溶接で、溶接線の全長に渡って均一なビード形状およ
び健全な溶接部を得る高能率なサブマージアーク溶接方
法を提供することにある。
An object of the present invention is to provide a highly efficient submerged arc welding method for obtaining a uniform bead shape and a healthy weld over the entire length of a welding line in box column corner joint welding of a thick steel plate. .

【0009】[0009]

【課題を解決するための手段】すなわち、本発明の要旨
とするところは、角継手の2電極サブマージアーク溶接
方法において、被溶接物を下り傾斜溶接となるよう3゜
以下に傾斜させ、先行電極の傾斜角θL を15゜〜35
゜の後退角、後行電極の傾斜角θT を10゜〜30゜の
傾斜角とすることを特徴とする角継手のサブマージアー
ク溶接方法にある。
That is, the gist of the present invention is to provide a two-electrode submerged arc welding method for a square joint, in which a workpiece is inclined at an angle of 3 ° or less so as to perform downward inclination welding, and a leading electrode is formed. Angle of inclination θ L from 15 ° to 35
The present invention provides a submerged arc welding method for a square joint, wherein a receding angle of ゜ and an inclination angle θ T of a trailing electrode are set to an inclination angle of 10 ° to 30 °.

【0010】[0010]

【発明の実施の形態】以下、本発明の実施の形態につい
て、作用と共に説明する。図1に、本発明の溶接方法を
表す模式図を示す。本発明では、被溶接物Aを下り傾斜
溶接となるよう、傾斜させて溶接することが必要であ
る。被溶接物Aが昇り傾斜溶接となると、溶融金属が溶
接進行方向Vの後方に流れるため、先行電極Lによるア
ーク発生点が開先最下部となって溶込み深さPが大きく
なる。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The embodiments of the present invention will be described below together with the operation. FIG. 1 is a schematic diagram showing the welding method of the present invention. In the present invention, it is necessary to incline and weld the workpiece A so as to be a downward inclined welding. When the workpiece A rises and becomes the inclined welding, the molten metal flows backward in the welding traveling direction V, so that the arc generating point by the leading electrode L is located at the bottom of the groove, and the penetration depth P is increased.

【0011】しかし、先行電極Lのアーク発生点が深く
なるのに伴い、後行電極Tのアーク発生点における先行
電極Lによる溶融金属の位置が深くなるため、鋼板表面
から深い位置で後行電極Tのアークも発生する。そのた
め、ビード幅Wが小さくなる。その結果、溶込み深さに
対してビード幅が小さくなるため、溶接金属中央部に高
温われ6が発生したり、鋼板表面の開先融合不良9も発
生しやすくなる。
However, as the arcing point of the leading electrode L becomes deeper, the position of the molten metal by the leading electrode L at the arcing point of the trailing electrode T becomes deeper. An arc of T also occurs. Therefore, the bead width W is reduced. As a result, the bead width becomes smaller with respect to the penetration depth, so that high-temperature cracks 6 are generated in the central portion of the weld metal and groove fusion defects 9 on the surface of the steel sheet are more likely to occur.

【0012】その対策として、昇り傾斜溶接での溶込み
深さを過大とならないようにすることは可能であるが、
例えば先行電極Lの電流値を低くしたならば、溶込みは
小さくなるものの溶接金属量も減少するため、後行電極
Tのアーク発生点は開先の深い位置になり、開先融合不
良9が発生したりビード中央部に高温われ6が発生す
る。
As a countermeasure, it is possible to prevent the penetration depth in the upward inclined welding from becoming excessive.
For example, if the current value of the leading electrode L is reduced, the penetration is reduced but the amount of weld metal is also reduced. Therefore, the arc generation point of the trailing electrode T is located at a deep groove, and the groove fusion defect 9 is reduced. Or high temperature cracks 6 occur at the center of the bead.

【0013】しかし、被溶接物Aを、下り傾斜となるよ
う3゜以下で傾斜させることによって、過大な溶込み深
さとなったり、過小なビード幅にならず、高温われや開
先融合不良の欠陥は発生しにくくなる。これら欠陥防止
の効果を明瞭なものとするためには、被溶接物Aの傾斜
角度θA は0.3゜以上とすることが好ましい。
However, by inclining the workpiece A at 3 ° or less so as to have a downward inclination, an excessive penetration depth or an excessively small bead width can be prevented, and high temperature cracking and groove fusion failure can be prevented. Defects are less likely to occur. To the effect of these defects prevent those clear, the inclination angle theta A of the weld object A is preferably set to 0.3 ° or more.

【0014】また、被溶接物Aの傾斜角度θA が3゜を
超えると、溶融金属および溶融スラグが、先行電極Lの
アーク発生点に流れ込み、溶融金属上にアークが発生す
るため開先最下部を深く溶かすことができず、溶込み不
足7となる。さらに、通電性の悪い溶融スラグが不安定
なアーク発生状態にするため、スラグ巻込み8が発生し
たり、ビード幅や余盛高さの不均一が生じる。
Further, when the inclination angle theta A of the weld object A is more than 3 °, the molten metal and molten slag flows into the arc generation point of the leading electrode L, most groove for an arc is generated on the molten metal The lower part cannot be melted deeply, resulting in insufficient penetration 7. Further, since the molten slag having poor electrical conductivity has an unstable arc generation state, slag entrainment 8 is generated, and the bead width and the extra height are uneven.

【0015】下り傾斜溶接での溶込み不足やスラグ巻込
みの発生、あるいはビード幅や余盛高さが不均一となる
傾向を防止するため、電極傾斜は先行および後行電極共
に後退角とする必要がある。
In order to prevent insufficient penetration during sloping welding, slag entrainment, or a tendency for bead width or extra height to be non-uniform, the electrode inclination is set to a receding angle for both the leading and trailing electrodes. There is a need.

【0016】まず、先行電極Lの傾斜角θL は、15゜
〜35゜の後退角とする必要がある。θL が15゜未満
の場合、先行電極Lのアークによる溶融金属や溶融スラ
グを後方へ押し戻す作用が不十分であり、アーク直下に
溶融金属や溶融スラグが流れ込むため、スラグ巻込みの
発生やビード幅ならびに余盛高さの不均一が生じる。ま
た、θL が35゜を超えた後退角の場合、溶込み深さが
大きくなり過ぎるため、高温われが発生しやすくなる。
First, the inclination angle θ L of the leading electrode L needs to be a receding angle of 15 ° to 35 °. When θ L is less than 15 °, the action of pushing back the molten metal or molten slag by the arc of the leading electrode L is insufficient, and the molten metal or molten slag flows directly below the arc, causing slag entrainment or beads. Non-uniformities in width and extra height occur. Further, in the case of the receding angle in which θ L exceeds 35 °, the penetration depth becomes too large, so that high-temperature cracking is likely to occur.

【0017】後行電極の傾斜角θT については、10゜
〜30゜の後退角とする必要がある。θT が10゜未満
の場合、下り傾斜溶接を行うことによるビード幅の過大
や、余盛高さの不足が解消できない。しかし、θT が3
0゜を超えると、後行電極Tによる溶込みが大きくなる
ため、ビード幅が小さくなり、高温われや鋼板表面の開
先融合不良の欠陥が発生しやすい。
It is necessary to set the inclination angle θ T of the trailing electrode to a receding angle of 10 ° to 30 °. If θ T is less than 10 °, an excessively large bead width or insufficient shortage height due to performing the downward inclination welding cannot be solved. However, θ T is 3
If it exceeds 0 °, the penetration by the subsequent electrode T becomes large, so that the bead width becomes small, and defects such as high-temperature cracking and groove fusion defect on the steel sheet surface are likely to occur.

【0018】ここで、後退角θL およびθT は、鉛直線
とL,Tそれぞれの電極とのなす角度を表し、後退角0
゜が鉛直線である。なお、先行電極傾斜角θL は、後行
電極傾斜角θT よりも10゜程度大きな角度として、電
極のノズルに取り付ける電源ケーブルや、ワイヤ送給モ
ータ等の配置上の干渉が起こらないようにする。ただ
し、湾曲した電極ノズルを使用することで、θL とθT
がほぼ同角度とすることも可能である。
Here, the receding angles θ L and θ T represent the angle between the vertical line and the respective electrodes L and T, and the receding angles 0 L and θ T
゜ is a vertical line. Note that the leading electrode inclination angle θ L is set to an angle that is about 10 ° larger than the following electrode inclination angle θ T so that there is no interference in the arrangement of the power cable attached to the electrode nozzle or the wire feed motor. I do. However, by using a curved electrode nozzle, θ L and θ T
Can be substantially the same angle.

【0019】使用するフラックスについては、大入熱溶
接用としてボックス柱角継手を1パスで仕上げる溶接に
適用されている市販品(例えばJIS Z 3352の
種類FS−BT1)でよい。
The flux to be used may be a commercial product (for example, type FS-BT1 of JIS Z3352) applied to welding for finishing a box column corner joint in one pass for large heat input welding.

【0020】[0020]

【実施例】以下、実施例により本発明をさらに詳細に説
明する。溶接材料は、表1に示す粒度12×100メッ
シュの鉄粉含有ボンドフラックス(JIS Z 335
2 FS−BT1)、表2に示す6.4mm径のワイヤを
用い、鋼板は表3に示す板厚60mmのSM490B鋼
を、図3に示す開先角度θB =30゜、ルートフェイス
R=2mmの開先形状に加工した。この試験体の長さは1
500mmとした。表4に示す溶接条件を用い、表5に示
す被溶接物(試験体)の傾斜角度と電極傾斜角度で、2
電極によるサブマージアーク溶接を実施した。
The present invention will be described in more detail with reference to the following examples. The welding material used was a bond flux containing iron powder (JIS Z 335) having a particle size of 12 × 100 mesh shown in Table 1.
2 FS-BT1), a wire having a diameter of 6.4 mm shown in Table 2 was used, and the steel plate was a SM490B steel having a thickness of 60 mm shown in Table 3 and a groove angle θ B = 30 ° shown in FIG. It was processed into a 2 mm groove shape. The length of this specimen is 1
It was 500 mm. Using the welding conditions shown in Table 4, the inclination angle and the electrode inclination angle of the workpiece (specimen) shown in Table 5 were 2
Submerged arc welding with electrodes was performed.

【0021】溶接後、ビード外観の評価および超音波探
傷検査により内部欠陥の有無を調査した。超音波探傷検
査によって、欠陥が認められた箇所からは断面マクロ試
験片を作製して観察し、欠陥の種類を確認した。これら
の結果を表5に示す。
After welding, the presence of internal defects was examined by evaluating the appearance of the bead and ultrasonic inspection. From the spot where the defect was found by the ultrasonic inspection, a macro test piece of a cross section was prepared and observed, and the type of the defect was confirmed. Table 5 shows the results.

【0022】本発明例である溶接No.1〜6は、被溶
接物の傾斜角度、先行電極の傾斜角度および後行電極の
傾斜角度が適正であるので、良好なビード外観が得ら
れ、超音波探傷検査による溶接金属の欠陥はなかった。
In the welding No. of the present invention, In Nos. 1 to 6, since the inclination angle of the workpiece, the inclination angle of the leading electrode, and the inclination angle of the trailing electrode were appropriate, a good bead appearance was obtained, and there was no defect in the weld metal by ultrasonic inspection. .

【0023】比較例中No.7は、昇り溶接であるので
ビード幅が小さく余盛の大きい三角ビードとなって、ビ
ード中央に高温われも発生した。No.8は、先行電極
の後退角θL が小さいためアークが不安定であり、ビー
ド幅および余盛高さが不均一で、スラグ巻込みも発生し
た。No.9は、先行電極の後退角θL が大きいので溶
込みが大きくなり、ビード中央に高温われが発生した。
In the comparative examples, No. No. 7 is a triangle bead having a small bead width and a large margin because of ascending welding, and a high temperature crack was also generated at the center of the bead. No. In Sample No. 8, the arc was unstable due to the small receding angle θ L of the preceding electrode, the bead width and the height of the overfill were not uniform, and slag was involved. No. In No. 9, since the sweepback angle θ L of the preceding electrode was large, the penetration was large, and high-temperature cracking occurred at the center of the bead.

【0024】No.10は、後行電極の後退角θT が小
さいため、ビード幅が過大で余盛高さが不足した。N
o.11は、後行電極の後退角θT が大きいので開先融
合不良が発生し、ビード中央に高温われも発生した。こ
のように比較例のNo.7〜11では、補修溶接が必要
となる各種の欠陥が発生し、満足できるものはなかっ
た。
No. 10, since receding angle theta T of the trailing electrodes is small, the bead width is too large weld reinforcement height is insufficient. N
o. 11, since the receding angle theta T of the trailing electrodes is larger groove incomplete fusion occurs and the high temperature cracking also occurred in the bead center. Thus, the comparative example No. In Nos. 7 to 11, various defects that required repair welding occurred, and none were satisfactory.

【0025】[0025]

【表1】 [Table 1]

【0026】[0026]

【表2】 [Table 2]

【0027】[0027]

【表3】 [Table 3]

【0028】[0028]

【表4】 [Table 4]

【0029】[0029]

【表5】 [Table 5]

【0030】[0030]

【発明の効果】本発明の角継手の2電極サブマージアー
ク溶接方法によれば、板厚が50mmを超えるボックス柱
の角継手溶接において、健全な溶接部を高能率に得る溶
接が可能となり、その効果は極めて大きい。
According to the two-electrode submerged arc welding method for a square joint of the present invention, in a square joint welding of a box column having a plate thickness of more than 50 mm, it is possible to perform a highly efficient welding of a healthy weld. The effect is extremely large.

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

【図1】本発明の溶接方法を示す模式図。FIG. 1 is a schematic view showing a welding method of the present invention.

【図2】(a),(b)はボックス柱のそれぞれ正面図
および側面図。
FIGS. 2A and 2B are a front view and a side view of a box pillar, respectively.

【図3】開先形状を示す図。FIG. 3 is a view showing a groove shape.

【図4】(a),(b),(c),(d)は溶接ビード
の断面マクロ形状および欠陥を示す図。
FIGS. 4 (a), (b), (c), and (d) are diagrams showing a cross-sectional macro shape and a defect of a weld bead.

【符号の説明】[Explanation of symbols]

1,2:スキンプレート 3 :ダイヤフラム 4 :裏当金 5 :溶接金属 6 :高温われ 7 :溶込み不足 8 :スラグ巻込み 9 :開先融合不良 R :ルートフェイス P :溶込み W :ビード幅 H :余盛高さ L :先行電極 T :後行電極 V :溶接進行方向 θA :被溶接物傾斜角 θL :先行電極傾斜角 θT :後行電極傾斜角 θB :開先角度1: Skin plate 3: Diaphragm 4: Backing metal 5: Weld metal 6: High temperature crack 7: Insufficient penetration 8: Slag inclusion 9: Poor groove fusion R: Root face P: Penetration W: Bead width H: excess metal height L: leading electrode T: trailing electrode V: welding direction theta A: weld object inclination angle theta L: leading electrode inclination angle theta T: trailing electrode inclination angle theta B: included angle

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 角継手の2電極サブマージアーク溶接方
法において、被溶接物を下り傾斜溶接となるよう3゜以
下に傾斜させ、先行電極の傾斜角θL を15゜〜35゜
の後退角、後行電極の傾斜角θT を10゜〜30゜の後
退角とすることを特徴とする角継手のサブマージアーク
溶接方法。
In a two-electrode submerged arc welding method for a square joint, an object to be welded is inclined to 3 ° or less so as to perform downward inclination welding, and the inclination angle θ L of the leading electrode is set to a receding angle of 15 ° to 35 °; A submerged arc welding method for a square joint, wherein the inclination angle [theta] T of the trailing electrode is set to a receding angle of 10 to 30 [deg.].
JP1506397A 1997-01-29 1997-01-29 Two-electrode submerged arc welding method for square joint Pending JPH10211578A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1506397A JPH10211578A (en) 1997-01-29 1997-01-29 Two-electrode submerged arc welding method for square joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1506397A JPH10211578A (en) 1997-01-29 1997-01-29 Two-electrode submerged arc welding method for square joint

Publications (1)

Publication Number Publication Date
JPH10211578A true JPH10211578A (en) 1998-08-11

Family

ID=11878393

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1506397A Pending JPH10211578A (en) 1997-01-29 1997-01-29 Two-electrode submerged arc welding method for square joint

Country Status (1)

Country Link
JP (1) JPH10211578A (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102837137A (en) * 2011-06-21 2012-12-26 宝山钢铁股份有限公司 Slag detachability evaluation test method and device of submerged arc welding agent
JP2013094849A (en) * 2011-11-07 2013-05-20 Nippon Steel & Sumikin Welding Co Ltd Welding method by two-electrode plasma torch
WO2013089101A1 (en) * 2011-12-13 2013-06-20 株式会社東芝 Weld bead-shaping device and shaping method
JP2013123740A (en) * 2011-12-15 2013-06-24 Nippon Steel & Sumikin Welding Co Ltd Welding method by two-electrode plasma torch
TWI554351B (en) * 2011-12-15 2016-10-21 日鐵住金溶接工業股份有限公司 Welding by the use of two electrodes plasma torch
CN109954959A (en) * 2019-04-01 2019-07-02 兰州理工大学 A kind of double arc bypass type buried arc welding methods of single supply

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102837137A (en) * 2011-06-21 2012-12-26 宝山钢铁股份有限公司 Slag detachability evaluation test method and device of submerged arc welding agent
JP2013094849A (en) * 2011-11-07 2013-05-20 Nippon Steel & Sumikin Welding Co Ltd Welding method by two-electrode plasma torch
WO2013089101A1 (en) * 2011-12-13 2013-06-20 株式会社東芝 Weld bead-shaping device and shaping method
JP2013123716A (en) * 2011-12-13 2013-06-24 Toshiba Corp Weld bead-shaping device and shaping method
CN103987485A (en) * 2011-12-13 2014-08-13 株式会社东芝 Weld bead-shaping device and shaping method
US9533377B2 (en) 2011-12-13 2017-01-03 Kabushiki Kaisha Toshiba Weld bead shaping apparatus and weld bead shaping method
JP2013123740A (en) * 2011-12-15 2013-06-24 Nippon Steel & Sumikin Welding Co Ltd Welding method by two-electrode plasma torch
TWI554351B (en) * 2011-12-15 2016-10-21 日鐵住金溶接工業股份有限公司 Welding by the use of two electrodes plasma torch
CN109954959A (en) * 2019-04-01 2019-07-02 兰州理工大学 A kind of double arc bypass type buried arc welding methods of single supply
CN109954959B (en) * 2019-04-01 2020-09-11 兰州理工大学 Single-power-supply double-arc shunting type submerged arc welding method

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