JPH1158000A - Fillet welding method of steel plate - Google Patents

Fillet welding method of steel plate

Info

Publication number
JPH1158000A
JPH1158000A JP21748197A JP21748197A JPH1158000A JP H1158000 A JPH1158000 A JP H1158000A JP 21748197 A JP21748197 A JP 21748197A JP 21748197 A JP21748197 A JP 21748197A JP H1158000 A JPH1158000 A JP H1158000A
Authority
JP
Japan
Prior art keywords
welding
steel plate
electrode
steel sheet
fillet
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.)
Granted
Application number
JP21748197A
Other languages
Japanese (ja)
Other versions
JP3601945B2 (en
Inventor
Yasuo Murai
康生 村井
Kenji Saito
賢司 斉藤
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.)
Kobe Steel Ltd
Original Assignee
Kobe Steel 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 Kobe Steel Ltd filed Critical Kobe Steel Ltd
Priority to JP21748197A priority Critical patent/JP3601945B2/en
Publication of JPH1158000A publication Critical patent/JPH1158000A/en
Application granted granted Critical
Publication of JP3601945B2 publication Critical patent/JP3601945B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide the fillet welding method of a steel plate, which does not increase a required cost for edge preparation, and in which edge preparation is easily conducted, satisfactory depth of penetration and accordingly a joint having high strength is obtained. SOLUTION: Plural groove shaped recessed part 12a are formed in an end face of a steel plate 12 at an equal interval as extending in the thickness direction of the steel plate 12, by forming the recessed parts 12a, a wavy ruggedness face 12c consisting of adjacent recessed parts 12a and projecting parts 12b between the adjacent recessed parts is formed. The ruggedness face 12c of the steel plate 12 is butted so as to be vertical to the steel plate 11 on a surface of a steel plate 11 arranged horizontally, the steel plate 11 and the steel plate 12 are assembled so as to from a T shape. Successively, fillet welding is conducted for a surface side groove part 21 and a rear face side groove part 22 of the steel plate 12 by simultaneously traveling welding electrodes along the ruggedness face 12c of the steel plate 12.

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】本発明は鋼構造物のT継手等
の継手溶接に適用されるすみ肉溶接方法に関し、特に、
継手の前加工を低コストで実施することができると共
に、高能率で継手強度を向上することができる鋼板のす
み肉溶接方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fillet welding method applied to joint welding of a steel structure such as a T-joint.
The present invention relates to a fillet welding method for a steel sheet, which can perform pre-processing of a joint at low cost and can improve joint strength with high efficiency.

【0002】[0002]

【従来の技術】鋼構造物において、例えば、I形ビーム
を作製する場合及び補強部材を溶接する場合には、従来
より、T継手をすみ肉溶接する方法が適用されている。
図4は従来のT継手の開先部を示す正面図である。図4
に示すT継手は、水平方向に配置された鋼板1と、この
鋼板1に対して垂直となるように配置された鋼板2とが
正面視でT字形をなすように組み立てられたものであ
り、鋼板2の端面2bは、鋼板1の表面に当接してい
る。なお、鋼板2の端面2bは、鋼板素材を直線状に切
断することによって形成されたものであり、自然開先状
態となっている。
2. Description of the Related Art In a steel structure, for example, when an I-shaped beam is manufactured and when a reinforcing member is welded, a method of fillet welding a T-joint has conventionally been applied.
FIG. 4 is a front view showing a groove portion of a conventional T-joint. FIG.
Is a T-joint in which a steel sheet 1 arranged in a horizontal direction and a steel sheet 2 arranged to be perpendicular to the steel sheet 1 are assembled so as to form a T-shape in a front view, The end face 2 b of the steel plate 2 is in contact with the surface of the steel plate 1. The end face 2b of the steel plate 2 is formed by cutting a steel plate material into a straight line, and is in a natural groove state.

【0003】このように組み立てられたT継手において
は、鋼板2の両面側から溶接することにより、鋼板1と
鋼板2とを接合することができる。このとき、要求され
る強度によってすみ肉溶接のビードの脚長を調整する。
このように、T継手において、高い継手強度が要求され
ない場合には、鋼板2の端面2bを鋼板1の表面に沿う
ように平坦に切断するのみで、開先を加工することがで
きる。
[0003] In the T-joint thus assembled, the steel plate 1 and the steel plate 2 can be joined by welding from both sides of the steel plate 2. At this time, the leg length of the fillet weld bead is adjusted according to the required strength.
As described above, when a high joint strength is not required in the T joint, the groove can be machined only by cutting the end face 2b of the steel plate 2 flat along the surface of the steel plate 1.

【0004】しかしながら、このような開先部を有する
T継手を溶接した場合には、所望の溶込み深さを確保す
ることが困難であるので、高い継手強度を得ることはで
きない。そこで、より一層高い継手強度が要求される場
合には、端面の両側に切欠を設けて溶接する方法が使用
されている。
However, when a T-joint having such a groove is welded, it is difficult to secure a desired penetration depth, so that a high joint strength cannot be obtained. Therefore, when higher joint strength is required, a method is used in which notches are provided on both sides of the end face to perform welding.

【0005】図5は従来のT継手の他の開先部の形状を
示す正面図である。図5に示すT継手に使用される鋼板
4の端面4cには、その表面4dから端面4cに至る傾
斜した切欠き4aと、裏面4eから端面4cにいたる傾
斜した切欠き4bとが形成されている。そして、図4に
示すT継手と同様に、水平方向に配置された鋼板3の表
面に、この鋼板3に対して垂直となるように鋼板4の端
面4cを当接させることにより、両者がT字形をなすよ
うに組み立てられている。
FIG. 5 is a front view showing the shape of another groove portion of a conventional T joint. The end face 4c of the steel plate 4 used for the T-joint shown in FIG. I have. Then, as in the case of the T joint shown in FIG. 4, the end face 4c of the steel plate 4 is brought into contact with the surface of the steel plate 3 arranged in the horizontal direction so as to be perpendicular to the steel plate 3, whereby Assembled to form a letter.

【0006】このように組み立てられた図5に示すT継
手においても、図4に示す場合と同様に、鋼板4の両面
側に形成されたレ形開先部を溶接することにより、鋼板
3と鋼板4とを接合することができる。このように、鋼
板4の端面4cに開先加工を施すことにより、溶接金属
ののど厚を増加させることができ、これにより、溶込み
深さが向上して高い継手強度を得ることができる。
In the T-joint shown in FIG. 5 assembled in this manner, similarly to the case shown in FIG. 4, by welding the groove-shaped grooves formed on both sides of the steel plate 4, the steel joint 3 and the T-joint are joined together. The steel plate 4 can be joined. As described above, by performing the groove processing on the end face 4c of the steel plate 4, the throat thickness of the weld metal can be increased, and thereby the penetration depth can be improved and the high joint strength can be obtained.

【0007】[0007]

【発明が解決しようとする課題】しかしながら、図4に
示すT継手を溶接する場合に、継手強度をより一層高く
するために、例えば、極めて高い溶接電流を使用して溶
込み深さを深くしようとしても、良好な溶接ビード形状
を得ることができない。図6は高い溶接電流でT継手を
溶接した場合のビード形状を示す断面図である。図6に
示すように、鋼板1と鋼板2とにより形成される開先部
5に対して高い溶接電流で溶接すると、オーバラップビ
ード6が形成される。
However, when welding the T joint shown in FIG. 4, in order to further increase the joint strength, for example, the penetration depth should be increased by using an extremely high welding current. However, a good weld bead shape cannot be obtained. FIG. 6 is a sectional view showing a bead shape when a T joint is welded with a high welding current. As shown in FIG. 6, when welding is performed with a high welding current to the groove 5 formed by the steel sheet 1 and the steel sheet 2, an overlap bead 6 is formed.

【0008】他に、溶込みを深くする方法として、鋼板
1と鋼板2との間にルートギャップを設けるという方法
がある。しかし、溶接線全長にルートギャップを形成し
ようとすると、継手を組み立てる際に鋼板間にスペーサ
等の部材を配置することが必要となり、その組立も煩雑
となる。また、溶接中に均一な適正幅のルートギャップ
を維持することができなくなる虞がある。
Another method for deepening the penetration is to provide a root gap between the steel sheet 1 and the steel sheet 2. However, if a root gap is to be formed over the entire length of the welding line, it is necessary to arrange a member such as a spacer between the steel plates when assembling the joint, and the assembly becomes complicated. In addition, there is a possibility that a root gap having a uniform appropriate width cannot be maintained during welding.

【0009】一方、図5に示す開先形状を形成する場合
には、のど厚の増加によって溶込み深さを向上させるこ
とができるが、鋼板4の端面4bに切欠き4aを形成す
る工程が必要となるので、単に鋼板の端面を平坦に切断
する自然開先の場合と比較して、数倍の開先加工コスト
が必要となる。また、ルートフェイスの厚さ等の寸法精
度を確保することが極めて困難となり、溶接継手の信頼
性を低下させることにもなる。
On the other hand, when the groove shape shown in FIG. 5 is formed, the penetration depth can be improved by increasing the throat thickness. However, the step of forming the notch 4a in the end face 4b of the steel plate 4 is required. Since it is necessary, the cost of processing the groove several times is required as compared with the case of the natural groove in which the end face of the steel plate is simply cut flat. In addition, it is extremely difficult to ensure dimensional accuracy such as the thickness of the root face, and the reliability of the welded joint is reduced.

【0010】本発明はかかる問題点に鑑みてなされたも
のであって、開先部の形成に必要なコストを上昇させる
ことなく、容易に溶接開先部を加工することができると
共に、良好な溶込み深さを得ることができ、これによ
り、高い強度を有する継手を得ることができる鋼板のす
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 made in view of the above-described problems, and can easily process a weld groove without increasing the cost required for forming the groove. An object of the present invention is to provide a fillet welding method for a steel sheet that can obtain a penetration depth and thereby obtain a joint having high strength.

【0011】[0011]

【課題を解決するための手段】本発明に係る鋼板のすみ
肉溶接方法は、第1の鋼板の端面を第2の鋼板の表面に
突き合わせて2枚の鋼板をすみ肉溶接により接合する鋼
板のすみ肉溶接方法において、前記第1の鋼板の前記端
面に、一定間隔で交互に凹部及び凸部が配列された凹凸
面を形成し、前記第1の鋼板の表面側及び裏面側に形成
される開先を、同時に溶接電極を移動させてすみ肉溶接
するものであって、前記凹部の空間体積が前記凸部の体
積の2倍未満のとき、前記第1の鋼板の板厚をt(m
m)とすると、隣接する凸部間の距離を5乃至20m
m、前記凹部の深さを(0.1×t)乃至(0.3×
t)mmとすることを特徴とする。
SUMMARY OF THE INVENTION A fillet welding method for a steel sheet according to the present invention is directed to a method for welding a steel sheet in which two steel sheets are joined by fillet welding with an end face of a first steel sheet butted against a surface of a second steel sheet. In the fillet welding method, an uneven surface in which concave portions and convex portions are alternately arranged at regular intervals is formed on the end surface of the first steel plate, and formed on the front surface side and the back surface side of the first steel plate. The fillet welding is performed by simultaneously moving the welding electrode on the groove, and when the space volume of the concave portion is less than twice the volume of the convex portion, the thickness of the first steel plate is set to t (m
m), the distance between adjacent convex portions is 5 to 20 m
m, the depth of the recess is (0.1 × t) to (0.3 × t).
t) mm.

【0012】また、本発明に係る他のすみ肉溶接方法
は、第1の鋼板の端面を第2の鋼板の表面に突き合わせ
て2枚の鋼板をすみ肉溶接により接合する鋼板のすみ肉
溶接方法において、前記第1の鋼板の前記端面に、一定
間隔で交互に凹部及び凸部が配列された凹凸面を形成
し、前記第1の鋼板の表面側及び裏面側に形成される開
先を、同時に溶接電極を移動させてすみ肉溶接するもの
であって、凹部の空間体積が凸部の体積の2倍以上、凸
部の幅が8mm以下であるとき、前記鋼板の板厚をt
(mm)とすると、凹部の深さを(0.1×t)乃至
(0.2×t)mm、凸部間の距離を100mm以下と
することを特徴とする。
Another fillet welding method according to the present invention is a fillet welding method for a steel sheet in which an end surface of a first steel sheet is butted against a surface of a second steel sheet and the two steel sheets are joined by fillet welding. In the end surface of the first steel plate, a concave and convex surface in which concave portions and convex portions are alternately arranged at regular intervals are formed, and a groove formed on a front surface side and a back surface side of the first steel plate, At the same time, the welding electrode is moved to perform fillet welding, and when the space volume of the concave portion is at least twice the volume of the convex portion and the width of the convex portion is 8 mm or less, the thickness of the steel plate is set to t.
(Mm), the depth of the concave portion is (0.1 × t) to (0.2 × t) mm, and the distance between the convex portions is 100 mm or less.

【0013】前記第1の鋼板の前記端面に前記第1の鋼
板の厚さ方向に延びる複数本の溝状の凹部を形成するこ
とにより、前記凹凸面が形成されていることが好まし
い。
It is preferable that the concave and convex surface is formed by forming a plurality of groove-shaped concave portions extending in a thickness direction of the first steel plate on the end surface of the first steel plate.

【0014】また、前記第1の鋼板の表面側及び裏面側
の溶接電極は単電極であって、前記表面側における表面
側溶接電極と、前記裏面側における裏面側溶接電極との
間の溶接線方向の距離は80mm以下であることが好ま
しい。
Further, the welding electrodes on the front side and the back side of the first steel plate are single electrodes, and a welding line between the front side welding electrode on the front side and the back side welding electrode on the back side. The distance in the direction is preferably 80 mm or less.

【0015】更に、前記第1の鋼板の表面側及び裏面側
のいずれか一方の溶接面における溶接電極は単電極であ
ると共に、他方の溶接面における溶接電極は複数電極で
あって、前記一方の溶接面における電極と、前記他方の
溶接面における先行電極との間の溶接線方向の距離は8
0mm以下であることが望ましい。また、前記第1の鋼
板の表面側及び裏面側の溶接電極は複数電極であって、
前記表面側における表面側先行電極と、前記裏面側にお
ける裏面側先行電極との間の溶接線方向の距離は80m
m以下であることが好ましい。
Further, the welding electrode on one of the front side and the back side of the first steel plate is a single electrode, and the welding electrode on the other side is a plurality of electrodes. The distance in the welding line direction between the electrode on the welding surface and the preceding electrode on the other welding surface is 8
It is desirable that it is 0 mm or less. Further, the welding electrode on the front side and the back side of the first steel plate is a plurality of electrodes,
The distance in the welding line direction between the front-side front electrode on the front side and the back-side front electrode on the back side is 80 m.
m or less.

【0016】本発明方法においては、第1の鋼板の端面
に凹部と凸部からなる凹凸面を形成し、その凹凸面を第
2の鋼板の表面に当接させて、第1の鋼板の表面側及び
裏面側に形成される開先を同時に溶接する。このとき、
凹部の空間体積と凸部の体積との関係及び凸部の幅等に
応じて、隣接する凸部間の距離、凹部の深さを適切に規
定している。従って、凸部の熱容量が小さくなって、溶
接熱により比較的容易に凸部を溶融させることができ
る。また、第1の鋼板の凹凸面における凸部が第2の鋼
板の表面に接触しているか又は近接していると、第1の
鋼板と第2の鋼板との間において、凹部が局部的に好ま
しい大きさのルートギャップとなるので、溶込み深さを
深くすることができ、継手強度を高めることができる。
更に、仮溶接又はスペーサ等によりルートギャップを維
持する必要が無く、溶接のための部材の組立が容易にな
る。
In the method of the present invention, an uneven surface composed of a concave portion and a convex portion is formed on the end surface of the first steel plate, and the uneven surface is brought into contact with the surface of the second steel plate to form the surface of the first steel plate. The groove formed on the side and the back side is simultaneously welded. At this time,
The distance between adjacent convex portions and the depth of the concave portion are appropriately defined according to the relationship between the space volume of the concave portion and the volume of the convex portion, the width of the convex portion, and the like. Therefore, the heat capacity of the projection is reduced, and the projection can be relatively easily melted by welding heat. Further, when the convex portion on the concave and convex surface of the first steel plate is in contact with or close to the surface of the second steel plate, the concave portion is locally formed between the first steel plate and the second steel plate. Since the root gap has a preferable size, the penetration depth can be increased, and the joint strength can be increased.
Further, there is no need to maintain the root gap by temporary welding or spacers, and the assembly of members for welding is facilitated.

【0017】更にまた、深い溶込みを得るために高電流
条件で溶接した場合においても、溶接金属がルートギャ
ップとしての凹部に吸収されるので、開先にオーバラッ
プビードが形成されることを防止することができる。
Furthermore, even when welding is performed under high current conditions in order to obtain deep penetration, the weld metal is absorbed by the concave portion serving as the root gap, thereby preventing the formation of an overlap bead at the groove. can do.

【0018】また、本発明方法において、第1の鋼板の
厚さ方向に延びる複数本の溝状の凹部を形成することに
より、第1の鋼板の端面に凹凸面を形成することができ
る。このような凹凸面を形成する場合には、第1の鋼板
の端面の板切り加工と凹部の形成とを同時に実施するこ
とができるので、1工程のみで所望の開先を得ることが
できる。従って、開先の加工コストを著しく低減するこ
とができる。
Further, in the method of the present invention, by forming a plurality of groove-shaped recesses extending in the thickness direction of the first steel sheet, it is possible to form an uneven surface on the end face of the first steel sheet. When such an uneven surface is formed, the plate cutting process of the end surface of the first steel plate and the formation of the concave portion can be performed simultaneously, so that a desired groove can be obtained in only one step. Therefore, the processing cost of the groove can be significantly reduced.

【0019】更に、本発明方法おいては、第1の鋼板の
表面側における表面側溶接電極と、裏面側における裏面
側溶接電極との間の溶接線方向の距離を規定すると、第
1の鋼板の両面に形成された開先において、同様の深い
溶込みを得ることができる。
Further, in the method of the present invention, the distance in the welding line direction between the front side welding electrode on the front side of the first steel sheet and the back side welding electrode on the back side is defined. A similar deep penetration can be obtained in the groove formed on both sides of the groove.

【0020】更にまた、第1の鋼板の表面側及び裏面側
のいずれか一方又は両方を多電極で溶接すると、より一
層深い溶込みを得ることができる。いずれか一方のみを
多電極で溶接する場合は、その先行電極と他方の面にお
ける電極との間の溶接線方向の距離を80mm以下とす
ることが好ましい。また、表面側及び裏面側の両方を多
電極で溶接する場合においても、先行電極間の溶接線方
向の距離を80mm以下とすることが望ましい。
Furthermore, when one or both of the front side and the back side of the first steel plate are welded with multiple electrodes, a deeper penetration can be obtained. When only one of them is welded with multiple electrodes, the distance in the welding line direction between the preceding electrode and the electrode on the other surface is preferably 80 mm or less. Further, even when both the front side and the back side are welded with multiple electrodes, it is desirable that the distance between the preceding electrodes in the direction of the welding line be 80 mm or less.

【0021】[0021]

【発明の実施の形態】以下、本発明の実施例について添
付の図面を参照して具体的に説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be specifically described below with reference to the accompanying drawings.

【0022】図1(a)は本発明の実施例に係る鋼板の
すみ肉溶接方法を説明するための継手を示す正面図であ
り、1(b)はその側面図である。
FIG. 1A is a front view showing a joint for explaining a fillet welding method for a steel sheet according to an embodiment of the present invention, and FIG. 1B is a side view thereof.

【0023】図1(a)及び1(b)に示すように、鋼
板(第1の鋼板)12の一方の端面には、鋼板12の厚
さ方向に延びるように、等間隔に複数の溝状の凹部12
aが形成されており、この凹部12aを形成することに
より、隣接する凹部12a間に凸部12bが形成されて
いる。従って、図1(b)に示すように、鋼板12の端
面においては、凹部12aと凸部12bとが交互に配置
され、平面視で波形の凹凸面12cが形成されている。
そして、水平に配置された鋼板(第2の鋼板)11の表
面に、この鋼板11に対して垂直となるように鋼板12
の凹凸面12cが当てられて、鋼板11と鋼板12とが
T字型をなすように組み立てられている。
As shown in FIGS. 1A and 1B, a plurality of grooves are formed at one end of a steel plate (first steel plate) 12 at regular intervals so as to extend in the thickness direction of the steel plate 12. Recess 12
a is formed, and by forming this concave portion 12a, a convex portion 12b is formed between adjacent concave portions 12a. Therefore, as shown in FIG. 1B, on the end surface of the steel plate 12, the concave portions 12a and the convex portions 12b are alternately arranged, and a corrugated uneven surface 12c is formed in a plan view.
Then, on the surface of the horizontally arranged steel plate (second steel plate) 11, the steel plate 12 is set to be perpendicular to the steel plate 11.
And the steel plate 11 and the steel plate 12 are assembled so as to form a T-shape.

【0024】このように継手10を組み立てた後、鋼板
12の表面側開先部21及び裏面側開先部22に対し
て、鋼板12の凹凸面12cに沿って同時に溶接電極を
移動させてすみ肉溶接する。
After assembling the joint 10 in this manner, the welding electrode is simultaneously moved along the uneven surface 12c of the steel plate 12 with respect to the front groove 21 and the back groove 22 of the steel plate 12. Weld the meat.

【0025】本実施例においては、鋼板12の凸部12
bは熱容量が小さいので、溶接熱により比較的容易に凸
部12bを溶融させることができる。また、凸部12b
が鋼板11の表面に接触しており、凹部12aが局部的
に鋼板11と12とのルートギャップとしての役割を果
たすので、深い溶込みを得ることができる。
In this embodiment, the protrusions 12 of the steel plate 12 are used.
Since b has a small heat capacity, the protrusion 12b can be relatively easily melted by welding heat. Also, the protrusion 12b
Is in contact with the surface of the steel plate 11, and the concave portion 12a locally serves as a root gap between the steel plates 11 and 12, so that deep penetration can be obtained.

【0026】更に、本実施例においては、ルートギャッ
プを形成する必要がないので、継手の組立時にスペーサ
等が必要とされることがなく、容易に継手を組み立てる
ことができる。更にまた、深い溶込みを得るために高電
流条件で溶接した場合においても、溶接金属がルートギ
ャップとしての凹部12aに吸収されるので、開先部2
1及び22に図6に示すようなオーバラップビードが形
成されることを防止することができる。
Further, in this embodiment, since there is no need to form a root gap, a spacer or the like is not required at the time of assembling the joint, so that the joint can be easily assembled. Furthermore, even when welding is performed under high current conditions in order to obtain deep penetration, the weld metal is absorbed by the concave portion 12a serving as the root gap, so that the groove portion 2 is formed.
It is possible to prevent the formation of overlap beads as shown in FIGS.

【0027】また、本実施例においては、鋼板12の端
面の板切り加工と凹部12aの形成とを同時に実施する
ことができるので、1工程のみで所望の開先を得ること
ができる。従って、図5に示す従来の開先を形成する場
合と比較して、開先の加工コストを著しく低減すること
ができる。
Further, in this embodiment, since the cutting of the end face of the steel plate 12 and the formation of the concave portion 12a can be performed simultaneously, a desired groove can be obtained in only one step. Therefore, the processing cost of the groove can be significantly reduced as compared with the case where the conventional groove shown in FIG. 5 is formed.

【0028】本実施例においては、鋼板12の凹部12
a及び凸部12bが一定間隔で交互に形成されている
が、凹部12aの空間体積と凸部12bの体積との関係
及び凸部12bの幅等に応じて、隣接する凸部12a間
の距離、凹部12bの深さを適切に規定しているので、
加工が容易になると共に、溶け落ちの発生を抑制するこ
とができる。
In this embodiment, the recess 12 of the steel plate 12 is used.
a and the protrusions 12b are alternately formed at regular intervals, but the distance between the adjacent protrusions 12a depends on the relationship between the space volume of the recesses 12a and the volume of the protrusions 12b, the width of the protrusions 12b, and the like. Since the depth of the concave portion 12b is appropriately defined,
Processing becomes easy, and occurrence of burn-through can be suppressed.

【0029】図2は凸部間の距離P、凸部の幅W及び凹
部の深さDを示す平面図である。図2に示すように、凹
部と凸部とが一定間隔で交互に形成されている場合、隣
接する凸部12bの先端間の距離は全て同一であるの
で、本実施例においては、これを凸部間の距離Pとす
る。また、隣接する凹部12aにおける最も深い溝間の
距離及び溝の深さも全て同一であるので、これらを夫
々、凸部の幅W、凹部の深さDとする。
FIG. 2 is a plan view showing the distance P between the convex portions, the width W of the convex portions, and the depth D of the concave portions. As shown in FIG. 2, when the concave portions and the convex portions are alternately formed at a constant interval, the distances between the tips of the adjacent convex portions 12b are all the same. It is assumed that the distance between the parts is P. In addition, since the distance between the deepest grooves and the depth of the grooves in the adjacent concave portions 12a are all the same, they are referred to as the width W of the convex portion and the depth D of the concave portion, respectively.

【0030】凹部12aの空間体積が凸部12bの体積
の2倍未満である場合、隣接する凸部12a間の距離P
が5mm未満であると、加工が煩雑になる。一方、凸部
間の距離Pが20mmを超えると、アンダカット又はオ
ーバラップが発生して、ビードの外観が劣化する。ま
た、鋼板12の板厚t(mm)に対して、凹部の深さD
が(0.1×t)mm未満であると、所望の溶込み深さ
を得ることができず、凹部の深さDが(0.2×t)m
mを超えると、アンダカット又はオーバラップが発生し
て、ビードの外観が劣化する。従って、凹部の空間体積
が凸部の体積の2倍未満のとき、隣接する凸部間の距離
Pを5乃至20mm、凹部の深さDを(0.1×t)乃
至(0.3×t)mmとする。
When the space volume of the concave portion 12a is less than twice the volume of the convex portion 12b, the distance P between adjacent convex portions 12a
Is less than 5 mm, processing becomes complicated. On the other hand, if the distance P between the protrusions exceeds 20 mm, undercut or overlap occurs, and the appearance of the bead deteriorates. In addition, the depth D of the concave portion with respect to the plate thickness t (mm) of the steel plate 12.
Is less than (0.1 × t) mm, a desired penetration depth cannot be obtained, and the depth D of the concave portion is (0.2 × t) m.
If it exceeds m, undercut or overlap occurs and the bead appearance deteriorates. Therefore, when the space volume of the concave portion is less than twice the volume of the convex portion, the distance P between adjacent convex portions is 5 to 20 mm, and the depth D of the concave portion is (0.1 × t) to (0.3 × t) mm.

【0031】一方、凹部12a及び凸部12bが一定間
隔で交互に形成されていて、凹部12aの空間体積が凸
部12bの体積の2倍以上であると共に、凸部12bの
幅Wが8mm以下である場合、隣接する凸部間の距離P
が100mmを超えると、アンダカット又はオーバラッ
プが発生して、ビードの外観が劣化する。。また、鋼板
12の板厚t(mm)に対して、凹部の深さDが(0.
1×t)mm未満であると、所望の溶込み深さを得るこ
とができず、凹部の深さDが(0.2×t)mmを超え
ると、アンダカット又はオーバラップが発生して、ビー
ドの外観が劣化する。従って、凹部の空間体積が凸部の
体積の2倍以上、凸部の幅が8mm以下であるとき、凸
部間の距離Pを100mm以下、凹部の深さDを(0.
1×t)乃至(0.2×t)mmとする。
On the other hand, the concave portions 12a and the convex portions 12b are alternately formed at regular intervals, the spatial volume of the concave portions 12a is at least twice the volume of the convex portions 12b, and the width W of the convex portions 12b is 8 mm or less. , The distance P between adjacent convex portions
Exceeds 100 mm, undercut or overlap occurs, and the appearance of the bead deteriorates. . Further, the depth D of the concave portion is (0. 0) with respect to the thickness t (mm) of the steel plate 12.
When the depth is less than 1 × t) mm, a desired penetration depth cannot be obtained. When the depth D of the concave portion exceeds (0.2 × t) mm, undercut or overlap occurs. , The appearance of the bead deteriorates. Therefore, when the space volume of the concave portion is at least twice the volume of the convex portion and the width of the convex portion is 8 mm or less, the distance P between the convex portions is 100 mm or less, and the depth D of the concave portion is (0.
1 × t) to (0.2 × t) mm.

【0032】なお、溶接時において、表面側開先部21
及び裏面側開先部22のうち一方の開先部を溶接した後
に、他方の開先部を溶接すると、一方の開先部に形成さ
れた溶接金属によって、未溶込み部(他方の開先部)に
おける局部的なルートギャップ(凹部12a)が埋めら
れてしまう。その結果、一方の開先部においては深い溶
込みを得ることができるが、他方の開先部においては溶
込み増大効果が低下する。
At the time of welding, the front side groove 21
After welding one groove portion of the back groove portion 22 and then welding the other groove portion, the unpenetrated portion (the other groove portion) is formed by the weld metal formed on one groove portion. The local route gap (concave portion 12a) in the portion (1) is filled. As a result, deep penetration can be obtained at one groove, but the penetration increasing effect is reduced at the other groove.

【0033】但し、一方の開先部を溶接した後に他方の
開先部を溶接しても、例えば、一方の開先部に形成され
た溶接金属が凝固しない範囲、又は凝固した後であって
も溶接金属が高温状態であれば、後に溶接する他方の開
先部においても、溶込みを増大させる効果を得ることが
できる。一方の開先部における電極位置と、他方の開先
部における電極位置とをずらして配置する場合に、両開
先部において良好な溶込みを得ることができる溶接線方
向の電極間距離は溶接条件によって異なる。
However, even if one groove is welded and then the other groove is welded, for example, the weld metal formed on one groove is not solidified or after solidification. If the weld metal is in a high temperature state, the effect of increasing penetration can be obtained even at the other groove portion to be welded later. When the electrode position at one groove and the electrode position at the other groove are displaced from each other, the distance between the electrodes in the welding line direction where good penetration can be obtained at both grooves is obtained by welding. Depends on conditions.

【0034】しかし、この電極間距離を80mm以下と
すると、表面側開先部21及び裏面側開先部22のいず
れの開先部においても、更に一層深い溶込みを得ること
ができる。従って、本実施例においては、鋼板12の表
面側における表面側電極と、裏面側における裏面側電極
との間の溶接線方向の距離は80mm以下とすることが
好ましい。なお、表面側電極と裏面側電極との間の溶接
線方向の距離は小さい方が好ましく、表面側と裏面側に
おける対向する位置を同時に溶接することがより一層好
ましい。
However, if the distance between the electrodes is set to 80 mm or less, deeper penetration can be obtained in any of the front-side groove 21 and the rear-side groove 22. Therefore, in this embodiment, the distance in the welding line direction between the front-side electrode on the front side of the steel plate 12 and the back-side electrode on the rear side is preferably 80 mm or less. In addition, it is preferable that the distance in the welding line direction between the front surface side electrode and the back surface side electrode is small, and it is even more preferable that opposite positions on the front surface side and the back surface side are simultaneously welded.

【0035】また、鋼板12の表面側及び裏面側のいず
れか一方又は両方を多電極で溶接すると、より一層深い
溶込みを得ることができる。いずれか一方のみを多電極
で溶接する場合は、その先行電極と他方の面における電
極との間の溶接線方向の距離を80mm以下とすること
が好ましい。また、表面側及び裏面側の両方を多電極で
溶接する場合は、先行電極間の溶接線方向の距離を80
mm以下とすることが望ましい。
Further, when one or both of the front side and the back side of the steel plate 12 are welded with multiple electrodes, a deeper penetration can be obtained. When only one of them is welded with multiple electrodes, the distance in the welding line direction between the preceding electrode and the electrode on the other surface is preferably 80 mm or less. When both front and back sides are to be welded with multiple electrodes, the distance between the preceding electrodes in the direction of the weld line is set to 80 mm.
mm or less.

【0036】[0036]

【実施例】以下、本発明に係る溶接方法を使用して得ら
れた溶接継手の実施例についてその比較例と比較して具
体的に説明する。
EXAMPLES Examples of welded joints obtained by using the welding method according to the present invention will be specifically described below in comparison with comparative examples.

【0037】第1実施例 先ず、本発明に係る溶接方法及び従来の溶接方法により
T継手を溶接し、溶込み深さ比較試験を実施した。図3
は溶込み深さ比較試験に使用したT継手の形状及びワイ
ヤの狙い位置を示す正面図である。先ず、水平に配置し
た鋼板14の表面に、この鋼板14に対して垂直となる
ように鋼板13の端面13aを当てて、T継手を組み立
てた。但し、実施例としては、鋼板13の端面13a
に、鋼板13の厚さ方向に延びる複数本の溝状の凹部及
び凸部を、凹部の深さD、凸部間の距離P及び凸部の幅
Wを種々に変化させて形成した。なお、実施例及び比較
例については、鋼板14の板厚を25mmとし、鋼板1
3の板厚を14mm及び25mmの2種類とした。
First Example First, a T-joint was welded by the welding method according to the present invention and a conventional welding method, and a penetration depth comparison test was performed. FIG.
FIG. 3 is a front view showing a shape of a T-joint used in a penetration depth comparison test and a target position of a wire. First, the end surface 13a of the steel plate 13 was applied to the surface of the horizontally disposed steel plate 14 so as to be perpendicular to the steel plate 14, and a T joint was assembled. However, as an example, the end surface 13a of the steel plate 13 is used.
In addition, a plurality of groove-shaped concave portions and convex portions extending in the thickness direction of the steel plate 13 were formed by varying the depth D of the concave portions, the distance P between the convex portions, and the width W of the convex portions. In Examples and Comparative Examples, the thickness of the steel plate 14 was 25 mm,
The thickness of No. 3 was two types, 14 mm and 25 mm.

【0038】次に、これらのT継手に対して、単電極の
サブマージアーク溶接法を使用して、下記表1に示す条
件で片側のみから溶接した。溶接材料としては、ワイヤ
径が4mmである市販のワイヤ15と、市販の溶融型フ
ラックスとを使用し、図3に示すように、鋼板14とワ
イヤ15とがなす角度が45°となるように、ワイヤ1
5を配置した。そして、溶接後の溶接ビードの外観を観
察して、アンダカット又はオーバラップの発生を調査す
ると共に、溶接部から断面マクロを採取して、溶込み深
さを評価した。鋼板13の作製条件及び評価結果を下記
表2乃至9に示す。
Next, these T joints were welded from only one side under the conditions shown in Table 1 below using a single electrode submerged arc welding method. As a welding material, a commercially available wire 15 having a wire diameter of 4 mm and a commercially available molten flux were used, and the angle between the steel plate 14 and the wire 15 was 45 ° as shown in FIG. , Wire 1
5 was arranged. Then, the appearance of the weld bead after welding was observed, the occurrence of undercut or overlap was investigated, and a cross-sectional macro was sampled from the welded portion to evaluate the penetration depth. The production conditions and evaluation results of the steel plate 13 are shown in Tables 2 to 9 below.

【0039】なお、外観の評価結果欄においては、アン
ダカット及びオーバラップが発生していないものを○と
し、それ以外のものを×とした。また、溶込みの評価結
果欄においては、鋼板13の両側を溶接した場合に完全
溶込みに近い継手を得るための基準として、片面溶接時
において鋼板13の板厚の45%以上の溶込み深さが得
られたものを○とし、それ以外のものを×とした。な
お、外観の評価結果が不合格であったため、溶込みの評
価試験を実施しなかったものを−とした。
In the evaluation result column of the appearance, those in which undercut and overlap did not occur were evaluated as ○, and the others were evaluated as ×. In addition, in the penetration evaluation result column, a penetration depth of 45% or more of the thickness of the steel sheet 13 at the time of single-side welding is used as a criterion for obtaining a joint that is close to full penetration when both sides of the steel sheet 13 are welded. Was obtained, and the other samples were evaluated as x. In addition, since the evaluation result of the external appearance was unacceptable, what did not perform the penetration evaluation test was set to-.

【0040】[0040]

【表1】 [Table 1]

【0041】[0041]

【表2】 [Table 2]

【0042】[0042]

【表3】 [Table 3]

【0043】[0043]

【表4】 [Table 4]

【0044】[0044]

【表5】 [Table 5]

【0045】[0045]

【表6】 [Table 6]

【0046】[0046]

【表7】 [Table 7]

【0047】[0047]

【表8】 [Table 8]

【0048】[0048]

【表9】 [Table 9]

【0049】上記表2乃至9に示すように、実施例N
o.1乃至21は、鋼板13の端面に所望の寸法の凹凸
面を形成しているので、ビード外観が優れていると共
に、片面溶接で45%以上の溶込みを得ることができ
た。これにより、同様の条件で鋼板13の表面側及び裏
面側を溶接した場合に、完全溶込みに近い溶込みが得ら
れることが示された。
As shown in Tables 2 to 9 above, Example N
o. In Nos. 1 to 21, the uneven surface of the desired size was formed on the end face of the steel plate 13, so that the bead appearance was excellent and the penetration of 45% or more could be obtained by single-side welding. Thereby, it was shown that when the front surface side and the back surface side of the steel plate 13 were welded under the same conditions, a penetration almost complete penetration was obtained.

【0050】一方、比較例No.22乃至24、29乃
至32及び36は凹部の深さDが本発明範囲の下限未満
であるので、十分な溶込み深さを得ることができなかっ
た。比較例No.25乃至27、33及び34は凹部の
深さDが本発明範囲の上限を超えているので、ビードの
外観が不良となった。また、比較例No.28は凸部の
幅Wが本発明の条件範囲を超えており、凹部の深さDも
本発明範囲の上限を超えているので、溶込み不足となっ
た。比較例No.35は凸部の幅Wが本発明の条件範囲
を超えているので、ビードの外観が不良となった。
On the other hand, Comparative Example No. In Nos. 22 to 24, 29 to 32 and 36, the depth D of the concave portion was less than the lower limit of the range of the present invention, so that a sufficient penetration depth could not be obtained. Comparative Example No. In 25 to 27, 33, and 34, since the depth D of the concave portion exceeded the upper limit of the range of the present invention, the appearance of the bead was poor. Also, in Comparative Example No. In No. 28, the penetration W was insufficient because the width W of the convex portion exceeded the condition range of the present invention and the depth D of the concave portion exceeded the upper limit of the present invention range. Comparative Example No. In No. 35, the bead appearance was poor because the width W of the convex portion exceeded the condition range of the present invention.

【0051】第2実施例 次に、本発明に係る溶接方法及び従来の溶接方法により
T継手を溶接し、各溶接部の溶込み状況を比較した。溶
込み状況比較試験に使用したT継手の形状及びワイヤの
角度は、第1実施例と同様とした。なお、実施例及び比
較例については、鋼板13及び14を、夫々板厚が25
mmである軟鋼板とした。
Second Example Next, a T-joint was welded by the welding method according to the present invention and a conventional welding method, and the penetration states of the respective welded portions were compared. The shape of the T joint and the angle of the wire used in the penetration state comparison test were the same as in the first embodiment. In addition, about an Example and a comparative example, the steel plate 13 and 14 each set the board thickness to 25.
mm.

【0052】次に、これらのT継手に対して、単電極の
サブマージアーク溶接法を使用して、下記表10に示す
条件で両側から溶接した。溶接材料としては、ワイヤ径
が4mmである市販のワイヤと、市販の溶融型フラック
スとを使用し、鋼板13の表面側及び裏面側において、
ワイヤ間の溶接線方向の距離を種々に変化させて溶接し
た。その後、溶接ビードの外観を観察して、アンダカッ
ト又はオーバラップの発生を調査すると共に、溶接部か
ら断面マクロを採取して、溶込み深さを評価した。鋼板
13の作製条件及び評価結果を下記表11及び12に示
す。
Next, these T joints were welded from both sides under the conditions shown in Table 10 below using a single electrode submerged arc welding method. As a welding material, a commercially available wire having a wire diameter of 4 mm and a commercially available molten flux were used.
Welding was performed with the distance in the welding line direction between the wires varied. Thereafter, the appearance of the weld bead was observed to investigate the occurrence of undercut or overlap, and a cross-sectional macro was sampled from the welded portion to evaluate the penetration depth. The production conditions and evaluation results of the steel plate 13 are shown in Tables 11 and 12 below.

【0053】なお、外観の評価結果欄においては、アン
ダカット及びオーバラップが発生していないものを○と
し、それ以外のものを×とした。また、溶込みの評価結
果欄においては、鋼板13の端面のルートフェイスが残
存せず、完全溶込みが得られたものを○、後方電極側の
溶込みが若干不十分であったものを△とし、それ以外の
ものを×とした。
In the evaluation result column for appearance, those in which undercut and overlap did not occur were evaluated as ○, and the others were evaluated as ×. In the column of the evaluation results of the penetration, the root face at the end face of the steel plate 13 did not remain, and the case where complete penetration was obtained was evaluated as ○, and the case where penetration on the rear electrode side was slightly insufficient was evaluated as Δ. And the others were marked as x.

【0054】[0054]

【表10】 [Table 10]

【0055】[0055]

【表11】 [Table 11]

【0056】[0056]

【表12】 [Table 12]

【0057】上記表11及び12に示すように、実施例
No.51乃至58は、鋼板13の端面に所望の寸法の
凹凸面を形成しており、この凹凸面を鋼板14の表面に
当接させた状態で鋼板13の表面側及び裏面側をすみ肉
溶接しているので、ビード外観が優れていると共に、深
い溶込みを得ることができた。特に、実施例No.52
乃至58は、電極間の溶接線方向の距離を80mm以下
としているので、表面側及び裏面側のいずれの溶接面に
おいても、十分な深い溶込みを得ることができた。
As shown in Tables 11 and 12, Example No. 51 to 58 are formed with an uneven surface of a desired size on the end surface of the steel plate 13, and the surface side and the back surface side of the steel plate 13 are fillet welded in a state where the uneven surface is in contact with the surface of the steel plate 14. As a result, bead appearance was excellent and deep penetration was able to be obtained. In particular, in Example No. 52
In Nos. 58 to 58, the distance in the welding line direction between the electrodes was 80 mm or less, so that a sufficiently deep penetration could be obtained on any of the welding surfaces on the front side and the back side.

【0058】一方、比較例No.59は凹部の深さDが
本発明範囲の下限未満であるので、溶込みが不完全とな
った。比較例No.60及び61は凹部の深さDが本発
明範囲の上限を超えているので、ビードの外観が不良と
なった。比較例No.62は鋼板13の端面に凹凸面を
形成していないので、ビードの外観が不良になると共
に、完全な溶込みを得ることができなかった。
On the other hand, in Comparative Example No. In No. 59, the penetration D was incomplete because the depth D of the concave portion was less than the lower limit of the range of the present invention. Comparative Example No. In Nos. 60 and 61, since the depth D of the concave portion exceeded the upper limit of the range of the present invention, the appearance of the bead was poor. Comparative Example No. In No. 62, since no uneven surface was formed on the end face of the steel plate 13, the appearance of the bead became poor and complete penetration could not be obtained.

【0059】第3実施例 次いで、第2実施例において使用したT継手と同様の継
手を組み立てて、このT継手に対して、鋼板13の表面
側から2電極タンデム溶接により同時にすみ肉溶接し、
溶接部の溶込み状況を調査した。溶込み状況比較試験に
使用したT継手の形状及び溶接線方向に直交する面内に
おけるワイヤの角度は、第1実施例と同様とした。な
お、鋼板13としては、板厚を25mm、凹部の深さD
を4.5mm、凸部間の距離Pを12mm、凸部の幅W
を6mmとした。また、鋼板13の表面側及び裏面側に
おける先行電極の溶接線方向の距離は0mmとした。溶
接条件を下記表13に示す。但し、下記表13に示すワ
イヤの角度は、溶接線方向へのワイヤの傾斜角度であ
る。
Third Embodiment Next, a joint similar to the T joint used in the second embodiment was assembled, and this T joint was simultaneously subjected to fillet welding from the surface side of the steel plate 13 by two-electrode tandem welding.
The penetration of the weld was investigated. The shape of the T joint used in the penetration state comparison test and the angle of the wire in a plane perpendicular to the direction of the welding line were the same as in the first embodiment. The steel plate 13 has a thickness of 25 mm and a depth D of the concave portion.
Is 4.5 mm, the distance P between the projections is 12 mm, and the width W of the projections is
Was set to 6 mm. The distance in the welding line direction of the leading electrode on the front side and the back side of the steel plate 13 was 0 mm. Table 13 below shows the welding conditions. However, the angles of the wires shown in Table 13 below are the inclination angles of the wires in the direction of the welding line.

【0060】[0060]

【表13】 [Table 13]

【0061】上記表13に示す条件で溶接を実施した
後、ビードの外観及び溶込み深さを評価した結果、鋼板
13の表面側及び裏面側において、良好な結果となっ
た。また、いずれの溶接面においても2電極で溶接して
いるので、単電極溶接の場合と比較して、より一層溶接
能率を向上させることができた。
After performing the welding under the conditions shown in Table 13 above, the appearance and penetration depth of the bead were evaluated. As a result, good results were obtained on the front side and the back side of the steel plate 13. Further, since welding was performed with two electrodes on any of the welding surfaces, the welding efficiency could be further improved as compared with the case of single electrode welding.

【0062】[0062]

【発明の効果】以上詳述したように、本発明によれば、
鋼板の端面に形成した所望の寸法の凹凸面を他の鋼板の
表面に当接し、この鋼板の表面側及び裏面側を同時に溶
接しているので、深い溶込みを得ることができ、継手強
度を高めることができる。また、溶接のための加工及び
組立を低コストで容易に実施することができる。更に、
鋼板の厚さ方向に延びる溝状の凹部を形成すると、更に
一層加工及び組立が容易になる。更にまた、鋼板の表面
側における表面側溶接電極と、裏面側における裏面側溶
接電極との間の溶接線方向の距離を規定すると、より一
層深い溶込みを得ることができる。
As described in detail above, according to the present invention,
The uneven surface of the desired size formed on the end face of the steel sheet is brought into contact with the surface of another steel sheet, and the front side and the back side of this steel sheet are simultaneously welded, so that a deep penetration can be obtained, and the joint strength can be improved. Can be enhanced. Further, processing and assembly for welding can be easily performed at low cost. Furthermore,
Forming a groove-shaped recess extending in the thickness direction of the steel sheet further facilitates processing and assembly. Furthermore, when the distance in the welding line direction between the front side welding electrode on the front side of the steel sheet and the back side welding electrode on the back side is specified, a deeper penetration can be obtained.

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

【図1】(a)は本発明の実施例に係る鋼板のすみ肉溶
接方法を説明するための継手を示す正面図であり、
(b)はその側面図である。
FIG. 1A is a front view showing a joint for explaining a fillet welding method for a steel sheet according to an embodiment of the present invention;
(B) is a side view thereof.

【図2】凸部間の距離P、凸部の幅W及び凹部の深さD
を示す平面図である。
FIG. 2 shows a distance P between convex portions, a width W of convex portions, and a depth D of concave portions.
FIG.

【図3】溶込み深さ比較試験に使用したT継手の形状及
びワイヤの狙い位置を示す正面図である。
FIG. 3 is a front view showing a shape of a T-joint and a target position of a wire used in a penetration depth comparison test.

【図4】従来のT継手の開先部を示す正面図である。FIG. 4 is a front view showing a groove portion of a conventional T-joint.

【図5】従来のT継手の他の開先部の形状を示す正面図
である。
FIG. 5 is a front view showing the shape of another groove portion of a conventional T-joint.

【図6】高い溶接電流でT継手を溶接した場合のビード
形状を示す断面図である。
FIG. 6 is a cross-sectional view showing a bead shape when a T joint is welded with a high welding current.

【符号の説明】[Explanation of symbols]

1、2、3、4、11、12、13、14;鋼板 6;オーバラップビード 10;継手 12a;凹部 12b;凸部 12c;凹凸面 21、22;開先部 1, 2, 3, 4, 11, 12, 13, 14; steel plate 6; overlap bead 10; joint 12a; concave portion 12b; convex portion 12c;

Claims (10)

【特許請求の範囲】[Claims] 【請求項1】 第1の鋼板の端面を第2の鋼板の表面に
突き合わせて2枚の鋼板をすみ肉溶接により接合する鋼
板のすみ肉溶接方法において、前記第1の鋼板の前記端
面に、一定間隔で交互に凹部及び凸部が配列された凹凸
面を形成し、前記第1の鋼板の表面側及び裏面側に形成
される開先を、同時に溶接電極を移動させてすみ肉溶接
するものであって、前記凹部の空間体積が前記凸部の体
積の2倍未満のとき、前記第1の鋼板の板厚をt(m
m)とすると、隣接する凸部間の距離を5乃至20m
m、前記凹部の深さを(0.1×t)乃至(0.3×
t)mmとすることを特徴とする鋼板のすみ肉溶接方
法。
1. A fillet welding method for a steel sheet in which an end face of a first steel sheet is abutted against a surface of a second steel sheet and two steel sheets are joined by fillet welding, wherein the end face of the first steel sheet is Forming a concave and convex surface in which concave portions and convex portions are alternately arranged at regular intervals, and performing fillet welding on a groove formed on the front side and the back side of the first steel sheet by simultaneously moving a welding electrode. When the space volume of the concave portion is less than twice the volume of the convex portion, the thickness of the first steel plate is set to t (m
m), the distance between adjacent convex portions is 5 to 20 m
m, the depth of the recess is (0.1 × t) to (0.3 × t).
t) mm, a method for welding a fillet of a steel sheet.
【請求項2】 前記第1の鋼板の前記端面に前記第1の
鋼板の厚さ方向に延びる複数本の溝状の凹部を形成する
ことにより、前記凹凸面が形成されていることを特徴と
する請求項1に記載の鋼板のすみ肉溶接方法。
2. The uneven surface is formed by forming a plurality of groove-shaped concave portions extending in a thickness direction of the first steel plate on the end surface of the first steel plate. The method for welding a fillet of a steel sheet according to claim 1.
【請求項3】 前記第1の鋼板の表面側及び裏面側の溶
接電極は単電極であって、前記表面側における表面側溶
接電極と、前記裏面側における裏面側溶接電極との間の
溶接線方向の距離は80mm以下であることを特徴とす
る請求項1又は2に記載の鋼板のすみ肉溶接方法。
3. The welding electrode on the front side and the back side of the first steel plate is a single electrode, and a welding line between the front side welding electrode on the front side and the back side welding electrode on the back side. 3. The method according to claim 1, wherein the distance in the direction is 80 mm or less.
【請求項4】 前記第1の鋼板の表面側及び裏面側のい
ずれか一方の溶接面における溶接電極は単電極であると
共に、他方の溶接面における溶接電極は複数電極であっ
て、前記一方の溶接面における電極と、前記他方の溶接
面における先行電極との間の溶接線方向の距離は80m
m以下であることを特徴とする請求項1又は2に記載の
鋼板のすみ肉溶接方法。
4. The welding electrode on one of the front side and the back side of the first steel plate is a single electrode, and the welding electrode on the other side is a plurality of electrodes. The distance in the welding line direction between the electrode on the welding surface and the preceding electrode on the other welding surface is 80 m.
3. The method for welding a fillet of a steel sheet according to claim 1, wherein the thickness is not more than m.
【請求項5】 前記第1の鋼板の表面側及び裏面側の溶
接電極は複数電極であって、前記表面側における表面側
先行電極と、前記裏面側における裏面側先行電極との間
の溶接線方向の距離は80mm以下であることを特徴と
する請求項1又は2に記載の鋼板のすみ肉溶接方法。
5. The welding electrode on the front side and the back side of the first steel plate is a plurality of electrodes, and a welding line between the front side front electrode on the front side and the back side front electrode on the back side. 3. The method according to claim 1, wherein the distance in the direction is 80 mm or less.
【請求項6】 第1の鋼板の端面を第2の鋼板の表面に
突き合わせて2枚の鋼板をすみ肉溶接により接合する鋼
板のすみ肉溶接方法において、前記第1の鋼板の前記端
面に、一定間隔で交互に凹部及び凸部が配列された凹凸
面を形成し、前記第1の鋼板の表面側及び裏面側に形成
される開先を、同時に溶接電極を移動させてすみ肉溶接
するものであって、凹部の空間体積が凸部の体積の2倍
以上、凸部の幅が8mm以下であるとき、前記鋼板の板
厚をt(mm)とすると、凹部の深さを(0.1×t)
乃至(0.2×t)mm、凸部間の距離を100mm以
下とすることを特徴とする鋼板のすみ肉溶接方法。
6. A fillet welding method for a steel sheet in which an end face of a first steel sheet is abutted against a surface of a second steel sheet and two steel sheets are joined by fillet welding, wherein the end face of the first steel sheet is Forming a concave and convex surface in which concave portions and convex portions are alternately arranged at regular intervals, and performing fillet welding on a groove formed on the front side and the back side of the first steel sheet by simultaneously moving a welding electrode. When the space volume of the concave portion is at least twice the volume of the convex portion and the width of the convex portion is 8 mm or less, the depth of the concave portion is set to (0. 1 × t)
A fillet welding method for a steel plate, wherein the distance between the convex portions is 100 mm or less.
【請求項7】 前記第1の鋼板の前記端面に前記第1の
鋼板の厚さ方向に延びる複数本の溝状の凹部を形成する
ことにより、前記凹凸面が形成されていることを特徴と
する請求項6に記載の鋼板のすみ肉溶接方法。
7. The uneven surface is formed by forming a plurality of groove-shaped recesses extending in a thickness direction of the first steel plate on the end surface of the first steel plate. The method for welding fillet of a steel sheet according to claim 6.
【請求項8】 前記第1の鋼板の表面側及び裏面側の溶
接電極は単電極であって、前記表面側における表面側溶
接電極と、前記裏面側における裏面側溶接電極との間の
溶接線方向の距離は80mm以下であることを特徴とす
る請求項6又は7に記載の鋼板のすみ肉溶接方法。
8. The welding electrode on the front side and the back side of the first steel plate is a single electrode, and a welding line between the front side welding electrode on the front side and the back side welding electrode on the back side. The fillet welding method for a steel sheet according to claim 6, wherein the distance in the direction is 80 mm or less.
【請求項9】 前記第1の鋼板の表面側及び裏面側のい
ずれか一方の溶接面における溶接電極は単電極であると
共に、他方の溶接面における溶接電極は複数電極であっ
て、前記一方の溶接面における電極と、前記他方の溶接
面における先行電極との間の溶接線方向の距離は80m
m以下であることを特徴とする請求項6又は7に記載の
鋼板のすみ肉溶接方法。
9. The welding electrode on one of the front surface side and the back surface side of the first steel plate is a single electrode, and the welding electrode on the other welding surface is a plurality of electrodes, and The distance in the welding line direction between the electrode on the welding surface and the preceding electrode on the other welding surface is 80 m.
8. The method according to claim 6, wherein the thickness is not more than m.
【請求項10】 前記第1の鋼板の表面側及び裏面側の
溶接電極は複数電極であって、前記表面側における表面
側先行電極と、前記裏面側における裏面側先行電極との
間の溶接線方向の距離は80mm以下であることを特徴
とする請求項6又は7に記載の鋼板のすみ肉溶接方法。
10. The front-side and back-side welding electrodes of the first steel sheet are a plurality of electrodes, and a welding line between the front-side front electrode on the front side and the back-side front electrode on the back side. The fillet welding method for a steel sheet according to claim 6, wherein the distance in the direction is 80 mm or less.
JP21748197A 1997-08-12 1997-08-12 Fillet welding method for steel plate Expired - Fee Related JP3601945B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21748197A JP3601945B2 (en) 1997-08-12 1997-08-12 Fillet welding method for steel plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21748197A JP3601945B2 (en) 1997-08-12 1997-08-12 Fillet welding method for steel plate

Publications (2)

Publication Number Publication Date
JPH1158000A true JPH1158000A (en) 1999-03-02
JP3601945B2 JP3601945B2 (en) 2004-12-15

Family

ID=16704917

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21748197A Expired - Fee Related JP3601945B2 (en) 1997-08-12 1997-08-12 Fillet welding method for steel plate

Country Status (1)

Country Link
JP (1) JP3601945B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105798433A (en) * 2014-12-30 2016-07-27 江苏现代造船技术有限公司 Quick manufacturing method for tee bar component
JPWO2021171749A1 (en) * 2020-02-26 2021-09-02

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105798433A (en) * 2014-12-30 2016-07-27 江苏现代造船技术有限公司 Quick manufacturing method for tee bar component
JPWO2021171749A1 (en) * 2020-02-26 2021-09-02
WO2021171749A1 (en) * 2020-02-26 2021-09-02 日本製鉄株式会社 T joint, building structure, and method for manufacturing t joint

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