JPH0596369A - Aggregate fillet welding method - Google Patents
Aggregate fillet welding methodInfo
- Publication number
- JPH0596369A JPH0596369A JP10320991A JP10320991A JPH0596369A JP H0596369 A JPH0596369 A JP H0596369A JP 10320991 A JP10320991 A JP 10320991A JP 10320991 A JP10320991 A JP 10320991A JP H0596369 A JPH0596369 A JP H0596369A
- Authority
- JP
- Japan
- Prior art keywords
- welding
- aggregate
- web
- fillet
- scallop
- 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- Withdrawn
Links
Landscapes
- Butt Welding And Welding Of Specific Article (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は骨材すみ肉溶接方法に関
する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an aggregate fillet welding method.
【0002】[0002]
【従来の技術】図2斜視図に示すように、船舶の液体タ
ンクにおいては、外板1上に立設された横隔壁2を貫通
する縦通骨3は、ウェブ4及びフェイス5から構成さ
れ、この縦通骨3のウェブ4とフェイス5及び外板1と
の接合は自動溶接によるすみ肉溶接6で行われるが、図
3側面図に示すように、すみ肉溶接6にすき間7が生ず
る。従って或る液体タンクの縦通骨3のすみ肉溶接6に
リークが生じたとすると、すみ肉溶接6のすき間7を通
って液体が隣のタンクまで伝わっていき、隣のタンクで
もすみ肉溶接6にリークが生ずると、タンクが空の状態
なら勢いよく液体が吹き出すことになる。2. Description of the Related Art As shown in the perspective view of FIG. 2, in a liquid tank of a ship, a longitudinal rib 3 penetrating a horizontal bulkhead 2 standing on an outer plate 1 is composed of a web 4 and a face 5. Although the web 4 of the longitudinal ribs 3 and the face 5 and the outer plate 1 are joined by fillet welding 6 by automatic welding, as shown in the side view of FIG. . Therefore, if a leak occurs in the fillet weld 6 of the longitudinal bone 3 of a certain liquid tank, the liquid is transmitted to the adjacent tank through the gap 7 of the fillet weld 6, and the fillet weld 6 is also applied to the adjacent tank. If a leak occurs in the tank, the liquid will spurt out vigorously if the tank is empty.
【0003】そこでこのようなことを防止するために、
横隔壁2の前後の近傍には、ウェブ4の縁に水切り用の
スカラップ8が設けられており、この部分は、図4
(A)正面図,(B)平面図に示すように、自動溶接に
よるすみ肉溶接6の施工後に角巻き溶接9が施される。
なお縦通骨3のすみ肉溶接6には、スカラップ8以外の
スロット等の穴部にも同様な角巻き溶接が施される。Therefore, in order to prevent such a situation,
Scallops 8 for draining water are provided on the edge of the web 4 in the vicinity of the front and rear of the horizontal partition wall 2. This portion is shown in FIG.
As shown in (A) front view and (B) plan view, square winding welding 9 is performed after the fillet welding 6 is performed by automatic welding.
In addition, in the fillet welding 6 of the longitudinal ribs 3, the same square winding welding is applied to holes other than the scallop 8 such as slots.
【0004】しかしながらこのような方法では、すみ肉
溶接6の自動溶接中、スカラップ8の直前まで溶接が進
んだ時点で一旦アークを停止し、スカラップ8通過直後
に溶接を再開するため、スカラップ8毎にオペレーター
がタイミング良く溶接機を操作する必要がある。また角
巻き溶接9は縦通骨3の両側から行う必要があり、可成
り高度の溶接技量が要求されるとともに時間を要する作
業である。However, in such a method, during the automatic welding of the fillet weld 6, the arc is stopped once when the welding has proceeded to just before the scallop 8 and the welding is restarted immediately after passing through the scallop 8. It is necessary for the operator to operate the welding machine in good time. Further, the square winding welding 9 needs to be performed from both sides of the longitudinal rib 3, which requires a fairly high welding skill and is a time-consuming operation.
【0005】[0005]
【発明が解決しようとする課題】本発明は、このような
事情に鑑みて提案されたもので、穴部で溶接を中断,再
開する時間を省略することができるとともに、オペレー
ターの監視の必要がなくなり、更に穴部のビード形状が
滑らかとなるとともに疲労強度が向上する骨材すみ肉溶
接方法を提供することを目的とする。SUMMARY OF THE INVENTION The present invention has been proposed in view of such circumstances, and it is possible to omit the time for interrupting and resuming welding at the hole portion, and it is necessary to monitor the operator. It is an object of the present invention to provide an aggregate fillet welding method in which the bead shape of the hole is smoothed and the fatigue strength is improved.
【0006】[0006]
【課題を解決するための手段】そのために本発明は、骨
材のウェブとフェイス又はウェブと骨材取付板とを自動
溶接によりすみ肉溶接するにあたり、ウェブの縁に設け
られた穴の端においても溶接を中断することなく連続的
に延長して自動溶接することを特徴とする。To this end, the present invention is directed to fillet welding of an aggregate web and a face or a web and an aggregate mounting plate by automatic welding at the end of a hole provided at the edge of the web. Is also characterized by continuous welding and automatic welding without interruption.
【0007】[0007]
【作用】上述の構成により、穴部で溶接を中断,再開す
る時間を省略することができるとともに、オペレーター
の監視の必要がなくなり、更に穴部のビード形状が滑ら
かとなるとともに疲労強度が向上する骨材すみ肉溶接方
法を得ることができる。With the above-described structure, the time for interrupting and resuming welding at the hole can be omitted, the operator need not monitor it, and the bead shape of the hole can be smoothed and the fatigue strength can be improved. An aggregate fillet welding method can be obtained.
【0008】[0008]
【実施例】本発明骨材すみ肉溶接方法をスカラップの溶
接に適用した一実施例を、図1(A)正面図及び(B)
平面図について説明すると、ウェブ4とフェイス5又は
外板1(以下フェイス等5という)とに自動溶接による
すみ肉溶接6を施すにあたり、ウェブ4の縁に設けられ
たスカラップ8の端においても、溶接を中断することな
く連続溶接10を施工する。また角巻き溶接9は連続溶
接10の前か後に必要に応じて実施し、スカラップ8部
ですみ肉溶接6のすき間を確実に埋める。EXAMPLE An example in which the aggregate fillet welding method of the present invention is applied to scallop welding is shown in FIG. 1 (A) front view and FIG. 1 (B).
Explaining the plan view, when applying fillet welding 6 by automatic welding to the web 4 and the face 5 or the outer plate 1 (hereinafter referred to as the face 5), even at the end of the scallop 8 provided on the edge of the web 4, The continuous welding 10 is performed without interrupting the welding. Further, the square winding welding 9 is carried out before or after the continuous welding 10 as necessary to surely fill the gap of the fillet welding 6 at the scallop 8 part.
【0009】なお自動溶接はフェイス等5にローラーを
倣わせているため、溶接トーチはスカラップ8の板のな
い部分でも位置が変わらないので、連続溶接10の施工
にあたり滑らかに溶接することが可能である。In automatic welding, the position of the welding torch does not change even in the portion without the plate of the scallop 8 because the roller follows the face 5 and the like, so that smooth welding can be performed when the continuous welding 10 is performed. is there.
【0010】かくしてこのような溶接方法を採用するこ
とにより、従来スカラップ8部で溶接を中断し再度溶接
を開始していた時間を省略することができる。またスカ
ラップ8部での監視の必要がなくなる。更に連続溶接1
0を行うことにより、スカラップ8部においても溶接ビ
ードの形状が滑らかになり、連続溶接10の応力集中
は、従来の角巻き溶接の溶接止端部の応力集中よりも小
さくなり、このため疲労強度も従来よりも高くなる。Thus, by adopting such a welding method, it is possible to omit the time for interrupting the welding at the scallop 8 portion and restarting the welding in the prior art. Also, it is not necessary to monitor the 8 parts of the scallop. Further continuous welding 1
By performing 0, the shape of the weld bead becomes smooth even in the scallop 8 part, and the stress concentration of the continuous welding 10 becomes smaller than the stress concentration of the welding toe part of the conventional square winding welding. Will also be higher than before.
【0011】[0011]
【発明の効果】要するに本発明によれば、骨材のウェブ
とフェイス又はウェブと骨材取付板とを自動溶接により
すみ肉溶接するにあたり、ウェブの縁に設けられた穴の
端においても溶接を中断することなく連続的に延長して
自動溶接することにより、穴部で溶接を中断,再開する
時間を省略することができるとともに、オペレーターの
監視の必要がなくなり、更に穴部のビード形状が滑らか
となるとともに疲労強度が向上する骨材すみ肉溶接方法
を得るから、本発明は産業上極めて有益なものである。In summary, according to the present invention, in fillet welding of the aggregate web and face or the web and aggregate attachment plate by automatic welding, welding is also performed at the ends of the holes provided at the edges of the web. By continuously extending and automatically welding without interruption, the time for interrupting and resuming welding at the hole can be omitted, the operator need not monitor, and the bead shape of the hole is smooth. Thus, the present invention is extremely useful industrially, since a fillet welding method for aggregate with improved fatigue strength is obtained.
【図1】本発明骨材すみ肉溶接方法をスカラップの溶接
に適用した一実施例を示し、同図(A)は正面図、同図
(B)は平面図である。FIG. 1 shows an embodiment in which the aggregate fillet welding method of the present invention is applied to scallop welding. FIG. 1A is a front view and FIG. 1B is a plan view.
【図2】公知の縦通骨の斜視図である。FIG. 2 is a perspective view of a known longitudinal bone.
【図3】同上のすみ肉溶接の側面図である。FIG. 3 is a side view of the above-mentioned fillet welding.
【図4】従来の骨材すみ肉溶接方法を示し、同図(A)
は正面図、同図(B)は平面図である。FIG. 4 is a diagram showing a conventional aggregate fillet welding method, and is shown in FIG.
Is a front view, and FIG.
1 外板 2 横隔壁 3 縦通骨 4 ウェブ 5 フェイス 6 すみ肉溶接 7 すき間 8 スカラップ 9 角巻き溶接 10 連続溶接 1 Outer Plate 2 Horizontal Bulkhead 3 Longitudinal Bone 4 Web 5 Face 6 Fillet Weld 7 Clearance 8 Scallop 9 Square Wrap Welding 10 Continuous Welding
Claims (1)
材取付板とを自動溶接によりすみ肉溶接するにあたり、
ウェブの縁に設けられた穴の端においても溶接を中断す
ることなく連続的に延長して自動溶接することを特徴と
する骨材すみ肉溶接方法。1. When performing fillet welding of the aggregate web and face or the web and aggregate attachment plate by automatic welding,
An aggregate fillet welding method characterized in that continuous welding is performed without interruption of welding even at an end of a hole provided at an edge of a web and automatic welding is performed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10320991A JPH0596369A (en) | 1991-04-08 | 1991-04-08 | Aggregate fillet welding method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10320991A JPH0596369A (en) | 1991-04-08 | 1991-04-08 | Aggregate fillet welding method |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0596369A true JPH0596369A (en) | 1993-04-20 |
Family
ID=14348122
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10320991A Withdrawn JPH0596369A (en) | 1991-04-08 | 1991-04-08 | Aggregate fillet welding method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0596369A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2007132794A1 (en) * | 2006-05-12 | 2007-11-22 | Jfe Steel Corporation | Welded structure excellent in brittle-cracking propagation stopping characteristics |
JP2016087629A (en) * | 2014-10-31 | 2016-05-23 | 新日鐵住金株式会社 | Fillet-welding method of stiffener |
JP2020040076A (en) * | 2018-09-07 | 2020-03-19 | Jfeスチール株式会社 | Boxing joint with excellent fatigue strength and method for manufacturing the same |
JP2020055020A (en) * | 2018-10-03 | 2020-04-09 | Jfeスチール株式会社 | Boxing joint having excellent fatigue strength and method for producing the same |
-
1991
- 1991-04-08 JP JP10320991A patent/JPH0596369A/en not_active Withdrawn
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2007132794A1 (en) * | 2006-05-12 | 2007-11-22 | Jfe Steel Corporation | Welded structure excellent in brittle-cracking propagation stopping characteristics |
JP2007326147A (en) * | 2006-05-12 | 2007-12-20 | Jfe Steel Kk | Welded structure excellent in brittle fracture propagation-stopping characteristics |
KR101105620B1 (en) * | 2006-05-12 | 2012-01-18 | 가부시키가이샤 아이에이치아이 마린 유나이티드 | Welded structure excellent in brittle-cracking propagation stopping characteristics |
JP2016087629A (en) * | 2014-10-31 | 2016-05-23 | 新日鐵住金株式会社 | Fillet-welding method of stiffener |
JP2020040076A (en) * | 2018-09-07 | 2020-03-19 | Jfeスチール株式会社 | Boxing joint with excellent fatigue strength and method for manufacturing the same |
JP2020055020A (en) * | 2018-10-03 | 2020-04-09 | Jfeスチール株式会社 | Boxing joint having excellent fatigue strength and method for producing the same |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A300 | Withdrawal of application because of no request for examination |
Free format text: JAPANESE INTERMEDIATE CODE: A300 Effective date: 19980711 |