JPH10314946A - Two electrode submerged arc welding method for box column corner joint - Google Patents

Two electrode submerged arc welding method for box column corner joint

Info

Publication number
JPH10314946A
JPH10314946A JP13747697A JP13747697A JPH10314946A JP H10314946 A JPH10314946 A JP H10314946A JP 13747697 A JP13747697 A JP 13747697A JP 13747697 A JP13747697 A JP 13747697A JP H10314946 A JPH10314946 A JP H10314946A
Authority
JP
Japan
Prior art keywords
welding
sealing
arc welding
groove
penetration
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.)
Withdrawn
Application number
JP13747697A
Other languages
Japanese (ja)
Inventor
Naoaki Matsutani
直明 松谷
Masami Yamaguchi
將美 山口
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 Corp
Original Assignee
Nippon 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 Nippon Steel Corp filed Critical Nippon Steel Corp
Priority to JP13747697A priority Critical patent/JPH10314946A/en
Publication of JPH10314946A publication Critical patent/JPH10314946A/en
Withdrawn legal-status Critical Current

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Abstract

(57)【要約】 【課題】ボックス柱角継手溶接で溶込み不良がなく、か
つ、耐高温割れ性に優れた溶接部を得ることができるサ
ブマージアーク溶接方法を提供する。 【解決手段】 角度40゜以下のY型開先の溶接に際し
て、予め、開先内全線にシーリング溶接を行い、シーリ
ング溶接ビード表面の開先幅W(mm)と先行電極のワ
イヤ径D(mm)との比W/Dを0.4〜1.5とする
ことを特徴とするボックス柱角継手の2電極サブマージ
アーク溶接方法にあり、また、シーリング溶接を、フラ
ックス入りワイヤあるいはソリッドワイヤを用いた炭酸
ガスシールドアーク溶接で行うことにある。 【効果】本発明の溶接方法によれば、溶け込み不良が無
く、かつ耐高温割れ性にも優れた健全な溶接部を得るこ
とができるため、ボックス柱の高能率な製造ができる。
[PROBLEMS] To provide a submerged arc welding method capable of obtaining a weld having excellent penetration resistance and excellent hot cracking resistance by box column corner joint welding. SOLUTION: When welding a Y-shaped groove having an angle of 40 ° or less, sealing welding is performed in advance on the entire groove, and the groove width W (mm) of the surface of the sealing weld bead and the wire diameter D (mm) of the leading electrode. ) And a ratio W / D of 0.4 to 1.5, wherein the box-column joint is a two-electrode submerged arc welding method, and the sealing welding is performed using a flux-cored wire or a solid wire. To be performed by carbon dioxide shielded arc welding. According to the welding method of the present invention, it is possible to obtain a sound weld having no poor penetration and excellent resistance to high-temperature cracking, so that highly efficient production of a box column can be achieved.

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
材の製造に適用する溶接方法に係わり、更に詳しくはボ
ックス柱の角継手溶接で、溶込み不良がなく、かつ、耐
高温割れ性に優れる溶接部を得るサブマージアーク溶接
方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a welding method applied to the manufacture of column members of a building structure, and more particularly, to a box joint of a box column, which is free from poor penetration and has high hot cracking resistance. The present invention relates to a submerged arc welding method for obtaining a weld having excellent weldability.

【0002】[0002]

【従来の技術】近年、ボックス柱角継手のサブマージア
ーク溶接は、ビル等の超高層化に伴い、板厚40〜10
0mmの極厚鋼板への適用が多くなってきた。
2. Description of the Related Art In recent years, submerged arc welding of box column corner joints has been required to achieve a plate thickness of 40 to 10 with the increase in height of buildings and the like.
The application to a 0 mm extra-thick steel plate has increased.

【0003】ボックス柱の製造は、図2に示すスキンプ
レート1、2の合わせ部、即ち箱型の4辺の角の部分を
溶接して中空の柱とする。角継手の開先形状は板厚によ
って異なり、図3(a)に示すY型開先および図3
(b)に示すレ型開先などが用いられる。通常その使用
区分は、板厚が40mm程度までは、図3(b)に示す
横板のスキンプレート2の端部のみに開先加工を施した
レ型開先とし、板厚40mm程度以上では、図3(a)
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の両方の端部に開先加工を施したY型開先を採用
している。
[0003] In the manufacture of a box column, a joining portion of the skin plates 1 and 2 shown in FIG. 2, that is, a box-shaped four-sided corner portion is welded into a hollow column. The groove shape of the square joint differs depending on the plate thickness, and the Y-shaped groove shown in FIG.
A grooved groove shown in (b) is used. Normally, the use section is a groove-shaped bevel in which only the end of the skin plate 2 of the horizontal plate shown in FIG. 3B is processed up to a plate thickness of about 40 mm. , FIG. 3 (a)
The Y-shaped groove in which both ends of the horizontal skin plate 2 and the vertical skin plate 1 shown in FIG.

【0004】サブマージアーク溶接前のボックス柱の仮
組では、サブマーマージアーク溶接時の熱歪みによるス
キンプレート1、2と裏当金4との分離を防ぎ、湯漏れ
等の問題が生じないよう開先内には炭酸ガスアーク溶接
などによってピッチ200〜250mm程度、ビード長
さ50mm程度、のど厚が7〜8mm程度の仮付け溶接
を行っている。
[0004] In the temporary assembling of the box column before the submerged arc welding, the separation of the skin plates 1 and 2 from the backing metal 4 due to the thermal distortion during the submerged arc welding is prevented, so that problems such as hot metal leakage do not occur. Temporary welding with a pitch of about 200 to 250 mm, a bead length of about 50 mm, and a throat thickness of about 7 to 8 mm is performed in the groove by carbon dioxide arc welding or the like.

【0005】このような仮組工程の後、板厚60mm程
度までは2電極のサブマージアーク溶接によって角継手
部を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、特開平1−241380号公
報に、開先形状、溶接条件、フラックスの組成等を限定
し、板厚が40mm以上の溶接を可能とした角継手部の
サブマージアーク溶接方法が開示されている。また、特
開平2−258191号公報には、主にフラックスの組
成および粒度分布を規定し、さらに溶接電流や開先形状
についても限定することで良好な溶接作業性を得るとと
もに溶接欠陥を防止する技術が開示されている。
[0005] After such a temporary assembling step, a method is generally employed in which a square joint is finished in one pass by submerged arc welding of two electrodes up to a plate thickness of about 60 mm. As this welding method, for example, Japanese Unexamined Patent Publication (Kokai) No. 1-241380 discloses a submerged arc welding method for a square joint portion in which a groove shape, a welding condition, a flux composition, and the like are limited and a plate thickness of 40 mm or more is enabled. It has been disclosed. Japanese Patent Application Laid-Open No. 258191/1990 mainly specifies the composition and particle size distribution of the flux, and also limits the welding current and the groove shape to obtain good welding workability and prevent welding defects. Techniques are disclosed.

【0006】[0006]

【発明が解決しようとする課題】しかしながら、上記従
来技術によるボックス柱角継手の溶接においても、溶接
欠陥が皆無ではなく、溶接部の補修を行っているのが実
状である。サブマージアーク溶接によるボツクス柱角継
手溶接で発生する溶接欠陥のひとつは、図4に示すスキ
ンプレート2の板厚に溶接金属6が達せず、十分な溶込
みPを得ることができない溶込み不良である。
However, even in the welding of the box column joints according to the prior art described above, there is no welding defect, and the welding portion is actually repaired. One of the welding defects generated in box-column joint welding by submerged arc welding is a penetration defect in which the weld metal 6 does not reach the thickness of the skin plate 2 shown in FIG. 4 and a sufficient penetration P cannot be obtained. is there.

【0007】溶込みPの検査は、超音波探傷により調べ
られるが、検査精度を考慮して3mm程度以下の溶込み
Pは欠陥として判定し、補修の対象とする場合もある。
また、重大な溶接欠陥として溶接ビード断面中央部に発
生する高温割れがある。高温割れは、溶込みPが過大と
なつた場合溶接金属の凝固方向がビード中央に向かって
水平に近くなり、最終凝固部に発生する。
[0007] Penetration P is inspected by ultrasonic flaw detection, but penetration P of about 3 mm or less is determined as a defect in consideration of inspection accuracy and may be repaired.
Further, as a serious welding defect, there is a hot crack generated at a central portion of a weld bead cross section. When the penetration P becomes excessive, the hot cracking occurs when the solidification direction of the weld metal becomes nearly horizontal toward the center of the bead, and occurs in the final solidified portion.

【0008】これら溶接欠陥が発生した場合の補修は、
溶接部の最深部までガウジングにより溶接欠陥を除去し
た後、炭酸ガスアーク溶接などによって多層盛り溶接を
行っている。このような補修作業は、板厚が大きいため
多大な工数増加となり、作業能率の大幅な低下をきたし
ている。このため、ボックス柱角継手溶接での適正な溶
込みの安定化は極めて重要な課題となっている。
[0008] Repairs when these welding defects occur are as follows:
After removing welding defects by gouging to the deepest part of the weld, multi-layer welding is performed by carbon dioxide arc welding or the like. Such a repair work requires a large number of man-hours due to a large plate thickness, resulting in a significant decrease in work efficiency. For this reason, stabilization of appropriate penetration in box column corner joint welding is an extremely important issue.

【0009】本発明の目的は、ボックス柱角継手溶接で
溶込み不良がなく、かつ、耐高温割れ性に優れた溶接部
を得ることができる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 submerged arc welding method capable of obtaining a welded portion free from poor penetration in box column corner joint welding and having excellent hot cracking resistance.

【0010】[0010]

【課題を解決するための手段】本発明者らは、ボックス
柱角継手のサブマージアーク溶接で安定した溶込みを得
ることを目的に鋭意研究を進めてきた。
Means for Solving the Problems The present inventors have intensively studied to obtain a stable penetration by submerged arc welding of a box column joint.

【0011】その結果、開先内全線をシーリング溶接す
ることにより、溶込みPの変動が極めて小さくなること
を見いだした。さらに、シーリング溶接条件の詳細な検
討の結果、本発明法を得た。ここで、シーリング溶接を
行うことによる2電極サブマージアーク溶接の溶込みP
への影響を調査した一例を述べる。
As a result, it has been found that the fluctuation of the penetration P becomes extremely small by performing the sealing welding on the entire line in the groove. Furthermore, as a result of detailed examination of the sealing welding conditions, the method of the present invention was obtained. Here, penetration P of two-electrode submerged arc welding by performing sealing welding
An example of investigating the impact on the environment is described below.

【0012】表1の記号M1に示す板厚50mmのSM
490B鋼をスキンプレート1、2に用い、図3(a)
に示す開先角度θが35゜、ルート面Rが2mmのY型
開先で、長さ2000mmの角継手試験体を作成した。
開先内のシーリング溶接は、表2の記号W1に示す1.
6mm径のソリッドワイヤを用い、電流300A、電圧
35Vで、シーリング溶接ビード幅すなわちシーリング
溶接ビード表面の開先幅Wを種々変化させるため溶接速
度を調整し、CO2 流量30l/minで炭酸ガスシー
ルドアーク溶接により行った。
An SM having a thickness of 50 mm indicated by the symbol M1 in Table 1
490B steel is used for skin plates 1 and 2, and FIG.
A Y-shaped groove having a groove angle θ of 35 ° and a root surface R of 2 mm shown in FIG.
The sealing welding in the groove is indicated by the symbol W1 in Table 2.
Using a solid wire having a diameter of 6 mm, at a current of 300 A and a voltage of 35 V, the welding speed is adjusted to variously change the sealing weld bead width, that is, the groove width W of the surface of the sealing weld bead, and a carbon dioxide gas shield at a CO 2 flow rate of 30 l / min. This was performed by arc welding.

【0013】[0013]

【表1】 [Table 1]

【0014】[0014]

【表2】 [Table 2]

【0015】試験体は、シーリング溶接条件毎に1体作
成し、2電極によるサブマージアーク溶接を行った。サ
ブマージアーク溶接は、表2の記号W2に示す4.8m
m径ワイヤを先行極、後行極には記号W3の6.4mm
径ワイヤを用い、表3に示す鉄粉含有ボンドフラツクス
との組合わせで、表4の記号N1に示す溶接条件にて1
パス溶接を行った。
One specimen was prepared for each sealing welding condition, and submerged arc welding was performed using two electrodes. The submerged arc welding is 4.8 m shown in the symbol W2 in Table 2.
The lead wire of the m diameter wire is 6.4 mm of the symbol W3 on the leading pole and the trailing pole.
Using a diameter wire, in combination with the iron powder-containing bond flux shown in Table 3, under the welding conditions shown by the symbol N1 in Table 4,
Pass welding was performed.

【0016】[0016]

【表3】 [Table 3]

【0017】[0017]

【表4】 [Table 4]

【0018】溶接終了後、溶接開始側の溶接条件不安定
部300mmとクレータ部の残る、溶接終了側の400
mmを除いた長さ1300mmの溶接ビードから、10
0mm毎に断面マクロ試験片12個を採取し、溶込みP
を測定した。その結果、シーリング溶接ビード表面の開
先幅Wと、サブマージアーク溶接の先行極のワイヤ径D
との比W/Dと溶込みPの最大値と最小値および平均値
(図中で○印)との関連を図1に示す。
After the end of welding, 300 mm of the welding condition unstable portion on the welding start side and 400 mm on the welding end side where the crater portion remains.
from a 1300 mm long weld bead excluding 10 mm
Twelve cross-sectional macro test pieces were taken every 0 mm, and the penetration P
Was measured. As a result, the groove width W of the surface of the sealing weld bead and the wire diameter D of the leading electrode of the submerged arc welding are obtained.
FIG. 1 shows the relationship between the ratio W / D to the maximum value, the minimum value, and the average value of the penetration P (indicated by a circle in the figure).

【0019】シーリング溶接を行わないW/D=0の場
合の溶込みPは最大値と最小値の差すなわち同一溶接ビ
ードでの溶込みPの変動が9mmであった。これに対
し、シーリング溶接を行うことで、溶込みPの最小値が
大きくなり、最大値と最小値の変動は約半分の4〜5m
mとなった。また、W/D=1.5以下では溶込みPの
平均値の減少も極めて小さく、安定した溶込みPを得る
W/Dの良好な範囲が存在することが判明した。
In the case of W / D = 0 where sealing welding was not performed, the difference between the maximum value and the minimum value of the penetration P, that is, the variation of the penetration P in the same welding bead was 9 mm. On the other hand, by performing the sealing welding, the minimum value of the penetration P increases, and the fluctuation between the maximum value and the minimum value is about half of 4 to 5 m.
m. Further, when W / D = 1.5 or less, the decrease in the average value of penetration P was extremely small, and it was found that there was a good range of W / D for obtaining stable penetration P.

【0020】即ち、本発明の要旨するところは、角度4
0゜以下のY型開先の溶接に際して、予め、開先内全線
にシーリング溶接を行い、シーリング溶接ビード表面の
開先幅W(mm)と先行電極のワイヤ径D(mm)との
比W/Dを0.4〜1.5とすることを特徴とするボック
ス柱角継手の2電極サブマージアーク溶接方法にある。
That is, the gist of the present invention is that the angle 4
At the time of welding a Y-shaped groove of 0 ° or less, sealing welding is performed in advance on the entire line in the groove, and the ratio W of the groove width W (mm) of the surface of the sealing weld bead to the wire diameter D (mm) of the leading electrode is obtained. / D is set to 0.4 to 1.5 in a two-electrode submerged arc welding method for a box column joint.

【0021】また、シーリング溶接を、フラックス入り
ワイヤあるいはソリッドワイヤを用いた炭酸ガスシール
ドアーク溶接で行うことにより、溶接能率の向上を図る
ものである。なお、シーリング溶接とは、開先のルート
すなわちスキンプレート1および2の合わせ部が残らな
いよう小入熱で溶接することであり、仮付溶接を連続し
て行った溶接ビードをつくることである。
Further, the welding efficiency is improved by performing sealing welding by carbon dioxide shielded arc welding using a flux-cored wire or a solid wire. Note that the sealing welding is to perform welding with a small heat input so that the groove root, that is, the joint portion of the skin plates 1 and 2 does not remain, and to produce a weld bead in which tack welding is continuously performed. .

【0022】[0022]

【発明の実施の形態】以下に、本発明の実施の形態につ
いて詳細に説明する。まず、開先角度を40゜以下に限
定した理由を述べる。開先角度は、大きくするに従って
深い溶込みを得やすいが、開先断面積も大きくなるた
め、必要な溶着金属を得るための溶接入熱を高めること
が必要となる。大きな溶接入熱での施工は、溶接金属の
靱性を劣化させる傾向にあるため、開先角度は40゜以
下とした。
Embodiments of the present invention will be described below in detail. First, the reason why the groove angle is limited to 40 ° or less will be described. As the groove angle increases, deep penetration is easily obtained, but the groove cross-sectional area also increases. Therefore, it is necessary to increase the heat input for welding to obtain the required weld metal. Since the construction with a large welding heat input tends to deteriorate the toughness of the weld metal, the groove angle is set to 40 ° or less.

【0023】なお、開先角度が小さければ溶接能率は高
まるが、過度に狭い開先になると深い溶込みが得にくく
なるとともに、ビード断面形状が細くなりやすいため溶
接ビード断面中央部に高温割れが発生しやすくなる。こ
のため開先角度は40゜以下で、25゜以上とすること
が好ましい。
It should be noted that if the groove angle is small, the welding efficiency is increased, but if the groove is too narrow, it is difficult to obtain deep penetration, and the cross-sectional shape of the bead tends to be thin, so that hot cracking occurs at the center of the cross section of the weld bead. More likely to occur. For this reason, the groove angle is preferably 40 ° or less, and more preferably 25 ° or more.

【0024】次に、シーリング溶接ビード表面幅W(m
m)と先行電極のワイヤ径D(mm)との比W/Dが
0.4未満の場合、溶込みの先端部分の溶接金属を形成
するサブマージアーク溶接の先行電極によるアークは、
開先の下方で発生するため、深い溶込みの溶接部ができ
る反面、左右の開先壁面側にもアークが発生するため、
その部分の溶込みは小さくなる。従って、溶込みの最大
値と最小値の差が大きい溶接ビードとなり、深い溶込み
部では溶接ビード断面中央部に高温割れが発生しやすく
なる一方で、溶込みが不足する部分も生ずる。
Next, the sealing weld bead surface width W (m
When the ratio W / D between m) and the wire diameter D (mm) of the lead electrode is less than 0.4, the arc by the lead electrode of the submerged arc welding forming the weld metal at the tip of the penetration is:
Since it occurs below the groove, a deep penetration weld is created, but on the left and right sides of the groove wall, arcs also occur,
Penetration of that part becomes small. Accordingly, a weld bead having a large difference between the maximum value and the minimum value of the penetration is formed. In a deep penetration portion, a high-temperature crack is easily generated at a central portion of a weld bead cross section, but a portion where the penetration is insufficient also occurs.

【0025】シーリング溶接ビード表面幅W(mm)と
先行電極のワイヤ径D(mm)との比W/Dが1.5を
超える場合、サブマージアーク溶接の先行電極によるア
ークは、シーリング溶接のビード表面との間に安定して
発生する。しかし、シーリング溶接ビードはそのビード
幅の増大に応じてのど厚も大きくなるため、溶込みは小
さくなる傾向となり、溶込み不良が発生しやすい。
If the ratio W / D of the surface width W (mm) of the sealing weld bead to the wire diameter D (mm) of the preceding electrode exceeds 1.5, the arc generated by the preceding electrode in the submerged arc welding causes the bead of the sealing welding to fail. Occurs stably between the surface. However, since the throat thickness of the sealing weld bead increases as the bead width increases, penetration tends to decrease, and penetration failure tends to occur.

【0026】シーリング溶接方法は、被覆アーク溶接法
あるいはガスシールドアーク溶接法が考えられるが、フ
ラックス入りワイヤあるいはソリッドワイヤを用いた炭
酸ガスシールドアーク溶接法が溶接能率に優れており、
本発明ではこれを採用する。
As the sealing welding method, a covered arc welding method or a gas shielded arc welding method can be considered, but a carbon dioxide gas shielded arc welding method using a flux-cored wire or a solid wire is excellent in welding efficiency.
This is adopted in the present invention.

【0027】[0027]

【実施例】以下、実施例により本発明の効果をさらに具
体的に示す。表1の記号M2に示す板厚60mmのSM
490B鋼をスキンプレート1および2に用い、図3
(a)に示す開先角度が30゜、ルート面Rが2mmの
Y型開先とした長さ2000mmの角継手試験体を作成
した。
EXAMPLES The effects of the present invention will be more specifically described below with reference to examples. SM having a plate thickness of 60 mm indicated by symbol M2 in Table 1.
490B steel was used for skin plates 1 and 2 and FIG.
A 2000 mm long square joint specimen having a Y-shaped groove with a groove angle of 30 ° and a root surface R of 2 mm shown in FIG.

【0028】開先内のシーリング溶接は、表2の記号W
1に示す1.6mm径のソリッドワイヤを用い、電流3
00A、電圧30V、CO2 流量が30l/minの炭
酸ガスシールドアーク溶接により行った。シーリング溶
接ビード幅すなわちシーリング溶接ビード表面の開先幅
Wを溶接速度の調整を行い、W/D比を変化させた。こ
こで、シーリング溶接を被覆アーク溶接で行った場合、
炭酸ガスシールドアーク溶接の約4倍の所要時間であっ
た。
The sealing welding in the groove is represented by the symbol W in Table 2.
Using a 1.6mm diameter solid wire shown in
The welding was performed by carbon dioxide shielded arc welding at 00 A, a voltage of 30 V, and a CO 2 flow rate of 30 l / min. The welding speed was adjusted for the width of the sealing weld bead, that is, the groove width W of the surface of the sealing weld bead, and the W / D ratio was changed. Here, when sealing welding is performed by covered arc welding,
The required time was about four times that of carbon dioxide shielded arc welding.

【0029】サブマージアーク溶接は、表2の記号W3
に示す6.4mm径ワイヤを先行極および後行極に用
い、表3に示す鉄粉含有ボンドフラツクスとの組合わせ
で、表4の記号N2に示す溶接条件にて1パス溶接を行
った。 なお、比較例のひとつとして、シーリング溶接
を行わない試験体も準備した。
The submerged arc welding is performed by the symbol W3 in Table 2.
The 6.4 mm diameter wire shown in Table 1 was used for the leading electrode and the trailing electrode, and one-pass welding was carried out under the welding conditions shown by the symbol N2 in Table 4 in combination with the iron powder-containing bond flux shown in Table 3. . In addition, as one of the comparative examples, a test body without performing sealing welding was also prepared.

【0030】サブマージアーク溶接の終了後、溶接開始
側の溶接条件不安定部300mmとクレータ部の残る溶
接終了側の400mmを除いた長さ1300mmの溶接
ビードの中で、100mm毎に断面マクロ試験片12個
を採取し、耐割れ性の評価すなわち溶接ビード断面中央
部に発生する高温割れの有無および溶込みPを測定し
た。
After the completion of the submerged arc welding, a macro test specimen having a cross section of every 100 mm in a 1300 mm long weld bead excluding the 300 mm welding condition unstable part on the welding start side and the 400 mm on the welding end side where the crater remains remains. Twelve pieces were sampled, and the crack resistance was evaluated, that is, the presence or absence of hot cracks generated at the center of the weld bead cross section and the penetration P were measured.

【0031】その結果は表5に示すとおりで、本発明の
要件であるシーリング溶接ビード表面の開先幅と、サブ
マージアーク溶接での先行電極ワイヤ径との比W/Dが
0.4〜1.5の範囲内とした溶接No.1〜No.5
は、高温割れの発生がなく、十分な溶込みも得ることが
できた。
The results are shown in Table 5. The ratio W / D between the groove width of the surface of the sealing weld bead, which is a requirement of the present invention, and the diameter of the leading electrode wire in submerged arc welding is 0.4 to 1%. No. 5 within the range of welding No. 1 to No. 5
No hot cracking occurred and sufficient penetration was obtained.

【0032】[0032]

【表5】 [Table 5]

【0033】しかし、溶接No.6はシーリング溶接を
実施しない場合であり、溶込みの最大値と最小値との差
が大きく、溶込みが大きくなっている溶接部で高温割れ
が発生した。溶接No.7は、シーリング溶接ビード表
面の開先幅が小さいW/D=0.2であるため、溶込み
の最大値と最小値との差が大きく、溶込みが大きくなっ
ている溶接部で高温割れが発生した。溶接No.8は、
シーリング溶接ビード表面の開先幅が大きいW/D=
1.5であるため、溶込み不良が発生した。
However, welding no. No. 6 shows a case where sealing welding was not performed, in which the difference between the maximum value and the minimum value of the penetration was large, and hot cracking occurred in the weld portion where the penetration was large. Welding No. In No. 7, since the groove width of the sealing weld bead surface is small, W / D = 0.2, the difference between the maximum value and the minimum value of penetration is large, and hot cracking occurs at the weld portion where penetration is large. There has occurred. Welding No. 8 is
W / D with large groove width of sealing weld bead surface =
Since it was 1.5, poor penetration occurred.

【0034】[0034]

【発明の効果】以上に説明したように、本発明の溶接法
によれば、溶込み不良がなく、かつ耐高温割れ性にも優
れた健全な溶接部を得ることができるため、ボックス柱
の高能率な製造が可能となる。
As described above, according to the welding method of the present invention, it is possible to obtain a sound weld having no penetration defect and excellent hot cracking resistance. Highly efficient production becomes possible.

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

【図1】シーリング溶接ビード表面幅と先行電極ワイヤ
径との比W/Dと、溶込みPとの関係を示す特性図。
FIG. 1 is a characteristic diagram showing a relationship between a penetration W and a ratio W / D between a sealing weld bead surface width and a lead electrode wire diameter.

【図2】ボックス柱の形状を示す図。FIG. 2 is a view showing the shape of a box column.

【図3】開先形状を示す図で(a)はY型開先、(b)
はレ型開先。
3A and 3B are views showing a groove shape, wherein FIG. 3A shows a Y-shaped groove, and FIG.
Is a groove.

【図4】溶接ビードの断面マクロ形状、シーリング溶接
を示す図で、図3(a)の開先に対応。
FIG. 4 is a diagram showing a cross-sectional macro shape of a weld bead and sealing welding, and corresponds to the groove in FIG. 3 (a).

【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−−−シーリング溶接ビード 6−−−溶接金属 θ−−−開先角度 d−−−開先深さ R−−−ルート面 W−−−シーリング溶接ビード表面幅 P−−−溶込み 1, 2 ---- Skin plate 3--Diaphragm 4--Back metal 5--Sealing weld bead 6 ---- Weld metal θ ---- Groove angle d ---- Groove depth R- −−Root surface W −−− Sealing weld bead surface width P −−− Penetration

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 角度40゜以下のY型開先の溶接に際し
て、予め、開先内全線にシーリング溶接を行い、シーリ
ング溶接ビード表面の開先幅W(mm)と先行電極のワ
イヤ径D(mm)との比W/Dを0.4〜1.5とする
ことを特徴とするボックス柱角継手の2電極サブマージ
アーク溶接方法。
When welding a Y-shaped groove having an angle of 40 ° or less, sealing welding is performed in advance on the entire groove, and the groove width W (mm) of the surface of the sealing weld bead and the wire diameter D ( mm) with a ratio W / D of 0.4 to 1.5.
【請求項2】 シーリング溶接を、フラックス入りワイ
ヤあるいはソリッドワイヤを用いた炭酸ガスシールドア
ーク溶接で行うことを特徴とする請求項1記載のボック
ス柱角継手の2電極サブマージアーク溶接方法。
2. The two-electrode submerged arc welding method for a box column joint according to claim 1, wherein the sealing welding is performed by carbon dioxide shielded arc welding using a flux-cored wire or a solid wire.
JP13747697A 1997-05-13 1997-05-13 Two electrode submerged arc welding method for box column corner joint Withdrawn JPH10314946A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13747697A JPH10314946A (en) 1997-05-13 1997-05-13 Two electrode submerged arc welding method for box column corner joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13747697A JPH10314946A (en) 1997-05-13 1997-05-13 Two electrode submerged arc welding method for box column corner joint

Publications (1)

Publication Number Publication Date
JPH10314946A true JPH10314946A (en) 1998-12-02

Family

ID=15199518

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13747697A Withdrawn JPH10314946A (en) 1997-05-13 1997-05-13 Two electrode submerged arc welding method for box column corner joint

Country Status (1)

Country Link
JP (1) JPH10314946A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104028878A (en) * 2013-10-31 2014-09-10 武汉一冶钢结构有限责任公司 Assembling and welding method for back-chipping-free T-shaped penetration welding joint
CN114799419A (en) * 2022-06-06 2022-07-29 安徽精工钢结构有限公司 CO 2 Gas shielded welding coarse welding wire full penetration bottoming and filling welding process
CN114799433A (en) * 2022-06-01 2022-07-29 安徽精工钢结构有限公司 Welding method for semi-automatic submerged arc welding in full penetration of thick plate

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104028878A (en) * 2013-10-31 2014-09-10 武汉一冶钢结构有限责任公司 Assembling and welding method for back-chipping-free T-shaped penetration welding joint
CN104028878B (en) * 2013-10-31 2016-08-17 武汉一冶钢结构有限责任公司 A kind of assembling exempting from back chipping T-shaped penetration welding point and welding method
CN114799433A (en) * 2022-06-01 2022-07-29 安徽精工钢结构有限公司 Welding method for semi-automatic submerged arc welding in full penetration of thick plate
CN114799433B (en) * 2022-06-01 2023-10-10 安徽精工钢结构有限公司 Welding method of semiautomatic submerged arc welding in full penetration of thick plate
CN114799419A (en) * 2022-06-06 2022-07-29 安徽精工钢结构有限公司 CO 2 Gas shielded welding coarse welding wire full penetration bottoming and filling welding process

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