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JP2557762Y2 - Joint weld structure of steel housing - Google Patents

Joint weld structure of steel housing

Info

Publication number
JP2557762Y2
JP2557762Y2 JP1993060065U JP6006593U JP2557762Y2 JP 2557762 Y2 JP2557762 Y2 JP 2557762Y2 JP 1993060065 U JP1993060065 U JP 1993060065U JP 6006593 U JP6006593 U JP 6006593U JP 2557762 Y2 JP2557762 Y2 JP 2557762Y2
Authority
JP
Japan
Prior art keywords
plate
welding
edge
piece
joint
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP1993060065U
Other languages
Japanese (ja)
Other versions
JPH0733459U (en
Inventor
雅史 笠川
栄 大原
Original Assignee
株式会社イトーキクレビオ
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 株式会社イトーキクレビオ filed Critical 株式会社イトーキクレビオ
Priority to JP1993060065U priority Critical patent/JP2557762Y2/en
Publication of JPH0733459U publication Critical patent/JPH0733459U/en
Application granted granted Critical
Publication of JP2557762Y2 publication Critical patent/JP2557762Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Cabinets, Racks, Or The Like Of Rigid Construction (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は、スチール製筐体の接合
溶接部構造に係わり、更に詳しくは炭酸ガス溶接ロボッ
トで半自動溶接若しくは全自動溶接を行って組み立てる
キャビネット等のスチール製筐体の接合溶接部の構造に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint welding structure of a steel casing, and more particularly, to joining of a steel casing such as a cabinet assembled by performing semi-automatic welding or fully automatic welding with a carbon dioxide welding robot. It relates to the structure of the welded part.

【0002】[0002]

【従来の技術】従来、スチール製キャビネット等の筐体
は、スチール製薄板を所望形状に折曲して形成した胴板
のコーナー部の接合部又は該胴板の前かまち部と地板又
は天板との接合部を溶接ロボットで炭酸ガスアーク溶接
して製造していた。
2. Description of the Related Art Conventionally, a housing such as a steel cabinet is formed by joining a corner portion of a body plate formed by bending a thin steel plate into a desired shape or a front stile portion of the body plate and a main plate or a top plate. Was manufactured by carbon dioxide arc welding using a welding robot.

【0003】この接合溶接部において、板状の二部材を
互いに重合した状態でスポット溶接する場合には特に問
題は生じないが、二部分若しくは二部材をに突き合い接
合した場合にその接合線に沿って炭酸ガスアーク溶接す
る場合には、両部分若しくは両部材間のギャップや段差
の関係で溶接が安定せず、破れや膨れが発生してしま
い、そのため溶接手直しが必要になる。これでは溶接ロ
ボットの効率が半減し、製造コストの低減化は図れない
のである。
[0003] In this joint welding portion, no particular problem occurs when two plate-shaped members are spot-welded in a state where they are overlapped with each other, but when two parts or two members are butt-joined to each other, the joint line is formed. When carbon dioxide arc welding is performed along the gap, the welding is not stable due to the gap or step between the two parts or the two members, and tearing or swelling is generated. Therefore, welding rework is required. In this case, the efficiency of the welding robot is halved and manufacturing costs cannot be reduced.

【0004】図13は、従来のスチール製筐体の接合溶
接部の構造の一例を示し、互いに接合し溶接する両部分
若しくは両部材の一方を100(接合片)とし、他方を
200(被接合片)とした場合、接合片100の端縁と
被接合片200の端縁を互いに平面状となして面一に突
き合い接合し、その接合線300に沿って炭酸ガスアー
ク溶接する状態を簡略化して示したものである。尚、図
中400は、溶接ロボットのトーチノズルを示してい
る。図13(a) は溶接前、(b) は溶接後の状態を示し、
良好に溶接が行えた場合であるが、(c) のように接合片
100の端縁と被接合片200の端縁との間に曲げ加工
誤差によるギャップ又は図示しない段差が存在したり、
また溶接時に熱変形が生じたりすると、アークが不安定
になり、更にスパッタがギャップを通して背面側に噴出
したりして溶接不良が発生する。
FIG. 13 shows an example of the structure of a conventional welded portion of a steel casing. One of both parts or members to be joined and welded to each other is set to 100 (joint piece), and the other is set to 200 (joint piece). In this case, the edge of the joining piece 100 and the edge of the piece 200 to be joined are made flat to each other, butted and joined together, and the state of carbon dioxide arc welding along the joining line 300 is simplified. It is shown. In the drawing, reference numeral 400 denotes a torch nozzle of the welding robot. FIG. 13A shows the state before welding, and FIG. 13B shows the state after welding.
This is a case where welding was successfully performed, but a gap or a step (not shown) due to a bending error exists between the edge of the joining piece 100 and the edge of the piece 200 to be joined as shown in FIG.
In addition, if thermal deformation occurs during welding, the arc becomes unstable, and spatters are ejected to the back side through the gap to cause poor welding.

【0005】また、図14は、同じく従来のスチール製
筐体の接合溶接部の構造の一例を示し、接合片100の
端縁と被接合片200の端縁を互いに直角状となして突
き合い接合し、その接合線300に沿って炭酸ガスアー
ク溶接する状態を簡略化して示したものである。図14
(a) は溶接前、(b) は溶接後の状態を示し、良好に溶接
が行えた場合であるが、(c) のように接合片100の端
縁と被接合片200の端縁との間に曲げ加工誤差による
ギャップが存在すると、同じく溶接不良が発生する。
[0005] Fig. 14 shows an example of the structure of a joint-welded portion of a conventional steel case, in which the edge of the joint piece 100 and the edge of the piece 200 to be joined are abutted at right angles to each other. FIG. 3 shows a simplified state of joining and carbon dioxide arc welding along the joining line 300. FIG.
(a) shows the state before welding and (b) shows the state after welding, and shows a case where welding was performed well. However, as shown in (c), the edge of the joint piece 100 and the edge of If there is a gap between them due to a bending error, poor welding also occurs.

【0006】[0006]

【考案が解決しようとする課題】このように、半自動若
しくは全自動の溶接ロボットを使用して溶接する場合、
省力化が図れ、高速溶接が可能である反面、接合溶接部
の状態によって溶接不良が発生し易く、微調整が効き難
くい欠点があり、溶接不良箇所を人手によって溶接手直
しが必要となり、結局、製造コストの大幅な低減化は達
成できない。
[Problems to be solved by the invention] As described above, when welding is performed using a semi-automatic or fully automatic welding robot,
Although labor saving is possible and high-speed welding is possible, welding defects tend to occur depending on the state of the welded joint and it is difficult to make fine adjustments. Significant reduction in manufacturing costs cannot be achieved.

【0007】そこで、本考案が前述の状況に鑑み、解決
しようとするところは、炭酸ガス溶接ロボットで半自動
溶接若しくは全自動溶接を行ってキャビネット等のスチ
ール製筐体を組み立てる場合、接合溶接部に寸法誤差及
び曲げ加工誤差に起因するギャップや段差が生じ難く、
また多少のギャップや段差を有する場合でも安定に溶接
が行えるスチール製筐体の接合溶接部構造を提供する点
にある。
[0007] In view of the above situation, the present invention is intended to solve the problem. When a carbon case welding robot performs semi-automatic welding or fully automatic welding to assemble a steel housing such as a cabinet, the present invention is applied to a joint welding portion. Gap and steps due to dimensional errors and bending errors are less likely to occur,
Another object of the present invention is to provide a joint-welded structure of a steel casing that can stably weld even when there is a slight gap or a step.

【0008】[0008]

【課題を解決するための手段】本考案は、前述の課題解
決のために、スチール板で折曲形成した胴板のコーナー
部の接合溶接部又はスチール板で折曲形成した地板又は
天板と胴板の前かまち部との接合溶接部において、互い
に接合し溶接する両部分若しくは両部材の一方の端縁を
他方の面に接合し且つ他方の被接合部分から延設した溶
接補助片を一方の端縁の裏側に配設するとともに、該溶
接補助片に突設した三角ダボを一方の部分若しくは部材
に抜け止め係合し、両部分若しくは両部材の接合線に沿
って炭酸ガスアーク溶接してなるスチール製筐体の接合
溶接部構造を構成した。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention relates to a joint weld at a corner of a body plate bent by a steel plate or a base plate or a top plate bent by a steel plate. In a joint welded portion with the front stile portion of the body plate, one of two parts or both members to be joined and welded to each other, one end edge of which is joined to the other surface, and a welding auxiliary piece extending from the other joined part is attached while it disposed on the rear side of the edge, solution
The triangular dowel protruding from the contact auxiliary piece is attached to one part or member
To form a joint welded structure of a steel housing formed by carbon dioxide arc welding along the joint line between both parts or both members.

【0009】[0009]

【作用】以上の如き内容からなる本考案のスチール製筐
体の接合溶接部構造は、接合溶接部において、互いに接
合し溶接する両部分若しくは両部材の一方の端縁を他方
の面に接合し且つ他方の被接合部分から延設した溶接補
助片を一方の端縁の裏側に配設するとともに、該溶接補
助片に突設した三角ダボを一方の部分若しくは部材に抜
け止め係合したことにより、両部分若しくは両部材の接
合溶接部の位置決めがなされるとともに、両部分若しく
は両部材の間にギャップや段差が生じ難く、また接合溶
接部の強度が向上して溶接時の熱変形が抑制され、仮に
ギャップや段差が多少生じた場合でもアークの発生が安
定化するので、両部分若しくは両部材の接合線に沿って
良好な炭酸ガスアーク溶接が行え、従って微調整が効き
難い半自動若しくは全自動の溶接ロボットを使用しても
溶接不良の発生を最小限に抑制することが可能なもので
ある。
According to the joint welding structure of the steel casing of the present invention having the above-mentioned contents, in the joint welding portion, one end of both portions or both members to be joined and welded to each other is joined to the other surface. A welding auxiliary piece extending from the other part to be welded is disposed on the back side of one edge, and the welding auxiliary piece is provided.
Remove the triangular dowel protruding from the auxiliary piece to one part or member.
By only the retaining engagement, contact of the two parts or both members
As well as positioning of the joints , gaps and steps are unlikely to occur between both parts or both members.In addition, the strength of the joints is improved and thermal deformation during welding is suppressed. Even if it occurs, the generation of the arc is stabilized, so that good carbon dioxide arc welding can be performed along the joining line of both parts or both members, and therefore, even if a semi-automatic or fully automatic welding robot where fine adjustment is difficult to work is used It is possible to minimize the occurrence of poor welding.

【0010】[0010]

【実施例】次に添付図面に示した実施例に基づき更に本
考案の詳細を説明する。図1及び図2はそれぞれスチー
ル製の二部分若しくは二部材を平面状に突き合い接合し
て溶接する場合及び直角状に突き合い接合して溶接する
場合の接合溶接部の構造を示し、図中1は一方の接合
片、2は他方の被接合片、3は炭酸ガスアーク溶接ロボ
ットのトーチノズルをそれぞれ示している。尚、図中M
は溶接部である。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a block diagram showing a first embodiment of the present invention; FIG. 1 and FIG. 2 show the structure of a joint weld when two parts or two members made of steel are butt-joined and welded in a plane, and in the case where they are butt-joined and welded at right angles. Reference numeral 1 denotes one joining piece, 2 denotes the other joined piece, and 3 denotes a torch nozzle of the carbon dioxide arc welding robot. In the figure, M
Is a weld.

【0011】本考案は、スチール板で折曲形成した胴板
のコーナー部の接合溶接部又はスチール板で折曲形成し
た地板又は天板と胴板の前かまち部との接合溶接部にお
いて、互いに接合し溶接する両部分若しくは両部材の一
方(接合片1)の端縁4を他方(被接合片2)の面5に
接合し且つ他方(被接合片2)の被接合部分から延設し
た溶接補助片6を一方の端縁4の裏側に配設し、両部分
若しくは両部材の接合線7に沿って炭酸ガスアーク溶接
してなることを要旨とするものである。
The present invention relates to a joint weld at a corner of a body plate bent by a steel plate or a joint weld between a base plate or a top plate bent by a steel plate and a front stile portion of a body plate. The edge 4 of one part (joint piece 1) of both parts or both members to be joined and welded is joined to the surface 5 of the other (joint piece 2) and extends from the other part (joint piece 2). The gist is that the welding auxiliary piece 6 is disposed on the back side of the one edge 4 and carbon dioxide arc welding is performed along the joining line 7 of both parts or both members.

【0012】更に具体的には、本考案に係るキャビネッ
ト等のスチール製筐体は、図3に示すように、スチール
製薄板を折曲して背板8とその両側に側板9を形成した
胴板10の下部に地板11を固着するとともに、上部に
図示しない天板を固着して形成した前面開放の箱体であ
る。本実施例では特に胴板10の下部のコーナー部の接
合溶接部と、地板11と胴板10の側前かまち部12と
の接合溶接部の構造を示している。
More specifically, a steel housing such as a cabinet according to the present invention has a body formed by bending a thin steel plate to form a back plate 8 and side plates 9 on both sides thereof, as shown in FIG. This is a box with an open front formed by fixing a main plate 11 to a lower portion of the plate 10 and fixing a top plate (not shown) to an upper portion. This embodiment particularly shows the structure of the joint weld at the lower corner of the body plate 10 and the joint weld between the main plate 11 and the front stile portion 12 of the body plate 10.

【0013】前記胴板10は、図3及び図12に示すよ
うに、背板8と側板9,9の下縁にそれぞれ地後かまち
部13と地側かまち部14,14を折曲形成し、それぞ
れは直角に折曲形成した底板15と該底板15の内縁を
上方へ直角に折曲形成した立板16とを有し、背板8と
側板9の下部のコーナー部において、前記地後かまち部
13と地側かまち部14との端縁を突き合わせ接合して
溶接している。即ち、一方の立板16(接合片1)の端
縁4と他方の立板16(被接合片2)の面5とを突き合
い接合し、その接合線7を溶接している。具体的には、
一方の底板15の端部に所定角度で切断した斜裁縁17
と該斜裁縁17に連続して背板8に直交する直裁縁18
を形成し、斜裁縁17と直裁縁18とは底面視へ字形に
形成し、更に前記端縁4は該直裁縁18に直角に連続し
て形成している。また、他方の底板15には前記斜裁縁
17に接合する斜裁縁19を形成している。そして、前
記斜裁縁17と斜裁縁19とを突き合い接合し且つ一方
の立板16(接合片1)の端縁4を他方の立板16(被
接合片2)の端部を余して面5に直角状に突き合い接合
し、両立板16,16の接合線7に沿って炭酸ガスアー
ク溶接するのである。ここで、端部を余した立板16
(被接合片2)の該端部が前記溶接補助片6となるので
ある。
As shown in FIG. 3 and FIG. 12, the body plate 10 is formed by bending a ground stile portion 13 and ground side stile portions 14, 14 at the lower edges of the back plate 8 and the side plates 9, 9, respectively. Each has a bottom plate 15 bent at a right angle and an upright plate 16 formed by bending an inner edge of the bottom plate 15 upward at a right angle. At the lower corners of the back plate 8 and the side plate 9, Edges of the stile portion 13 and the ground side stile portion 14 are butt-joined and welded. That is, the edge 4 of one standing plate 16 (joining piece 1) and the surface 5 of the other standing plate 16 (piece 2 to be joined) are butt-joined, and the joining line 7 is welded. In particular,
Bevel edge 17 cut at a predetermined angle at one end of bottom plate 15
And a straight edge 18 which is continuous with the bevel edge 17 and is orthogonal to the back plate 8.
The beveled edge 17 and the straight edge 18 are formed in a letter shape in a bottom view, and the edge 4 is formed continuously with the straight edge 18 at right angles. The other bottom plate 15 has a beveled edge 19 joined to the beveled edge 17. Then, the beveled edge 17 and the beveled edge 19 are butt-joined, and the edge 4 of one upright plate 16 (joint piece 1) is left with the end of the other upright plate 16 (joint piece 2). Then, they are butted and joined to the surface 5 at right angles, and carbon dioxide arc welding is performed along the joining line 7 of the supporting plates 16, 16. Here, the standing plate 16 with an extra end
The end of the (joined piece 2) becomes the welding auxiliary piece 6.

【0014】また、前記胴板10の側板9の前縁には、
図3〜図9に示すように、側前かまち部12を形成し、
該側前かまち部12の下端部と地側かまち部14の前端
部とのコーナー部に、前記地板11の前縁に形成した地
前かまち部20の端部とを接合して溶接している。前記
側前かまち部12は、側板9の前縁を内方へ直角に折曲
形成した側前板21と、該側前板21から後方へ直角に
折曲形成した内板22と、更に該内板22の後縁から外
方へ直角に折曲形成した補強板23とで形成したもので
ある。そして、該側前かまち部12の下端部において前
記内板22の幅の略半分と補強板23とを切欠するとと
もに、前記地側かまち部14の前端部において立板16
を切欠して係合部24を形成している。前記係合部24
に対応する側前かまち部12の内板22の部分を係合片
25となしている。ここで、前記側前かまち部12の側
前板21及び地側かまち部14の底板15がそれぞれ接
合片1となる。
The front edge of the side plate 9 of the body plate 10 has
As shown in FIGS. 3 to 9, a side front stile portion 12 is formed,
At the corner between the lower end of the front stile portion 12 and the front end of the ground stile portion 14, the end of the ground stile portion 20 formed at the front edge of the base plate 11 is joined and welded. . The side front stile portion 12 includes a side front plate 21 formed by bending a front edge of the side plate 9 inward at a right angle, an inner plate 22 formed by bending a right angle rearward from the side front plate 21, and It is formed by a reinforcing plate 23 bent outward at a right angle from the rear edge of the inner plate 22. At the lower end of the side stile portion 12, approximately half of the width of the inner plate 22 and the reinforcing plate 23 are cut out, and at the front end of the ground side stile portion 14, a standing plate 16 is formed.
Are cut out to form the engaging portions 24. The engaging portion 24
The portion of the inner plate 22 of the side front stile portion 12 corresponding to. Here, the side front plate 21 of the side front stile portion 12 and the bottom plate 15 of the ground side stile portion 14 become the joint pieces 1 respectively.

【0015】一方、地板11の地前かまち部20は、底
面板26の前縁を下方へ直角に折曲形成した地前板27
と、該地前板27の下縁を後方へ直角に折曲形成した地
底板28と、更に該地底板28の後縁を上方へ直角に折
曲形成した補強板29とで形成したものであり、前記地
前板27及び地底板28が前記被接合片2となる。そし
て、前記地前板27の端縁を段折し延設して仮止め用の
突片30を形成し、該突片30の前面には前記係合片2
5の端縁に抜け止め係合する三角ダボ31を形成し、ま
た前記地底板28の端縁を段折し延設して位置決め用の
突片32を形成している。ここで、前記突片30及び突
片32がそれぞれ前記溶接補助片6となる。
On the other hand, the ground stile portion 20 of the ground plate 11 has a ground plate 27 formed by bending the front edge of the bottom plate 26 downward at right angles.
And a bottom plate 28 formed by bending a lower edge of the ground plate 27 rearward at right angles, and a reinforcing plate 29 formed by bending a rear edge of the ground plate 28 upward at right angles. In addition, the ground plate 27 and the ground plate 28 serve as the pieces 2 to be joined. Then, the edge of the ground plate 27 is stepped and extended to form a projecting piece 30 for temporary fixing, and the engaging piece 2 is provided on the front face of the projecting piece 30.
A triangular dowel 31 is formed on the edge of the base plate 5 so as to prevent it from slipping off, and the edge of the ground plate 28 is stepped and extended to form a projection 32 for positioning. Here, the protruding pieces 30 and the protruding pieces 32 become the welding auxiliary pieces 6, respectively.

【0016】そして、前記地前かまち部20の突片30
(溶接補助片6)と突片32(溶接補助片6)とを、側
前かまち部12の下端部と地側かまち部14の前端部と
のコーナー部に形成した係合部24に挿入し、該突片3
0の三角ダボ31を側前かまち部12の係合片25に抜
け止め係合するとともに、該突片32を地側かまち部1
4の底板15の内面に配して位置決めし、図10及び図
11に示すように、側前かまち部12の側前板21(接
合片1)と地前かまち部20の地前板27(被接合片
2)、地側かまち部14の底板15(接合片1)と地前
かまち部20の地底板28(被接合片2)とを略面一に
平面状に突き合い接合した状態で、それぞれの接合線7
に沿って炭酸ガスアーク溶接するのである。ここで、前
記側前かまち部12の係合片25(端縁4)と地前かま
ち部20の突片30の段部33(面5)とは三角ダボ3
1が係合片25の内縁に係合した状態で密着するととも
に、前記側前かまち部12の底板15の端縁4と地前か
まち部20の突片32の段部34(面5)とは密着する
ように設定可能である。更に、前記段部34の段差を底
板15の板厚に一致させることにより、該突片32は底
板15の上面に重合させることも可能である。
The projecting piece 30 of the ground stile 20
The (welding auxiliary piece 6) and the protruding piece 32 (welding auxiliary piece 6) are inserted into the engaging portion 24 formed at the corner between the lower end of the side front stile portion 12 and the front end of the ground side stile portion 14. , The protruding piece 3
The triangular dowel 31 of 0 is securely engaged with the engaging piece 25 of the front stile portion 12 and the projecting piece 32 is connected to the ground side stile portion 1.
4 and positioned on the inner surface of the bottom plate 15, and as shown in FIGS. 10 and 11, the side front plate 21 (joining piece 1) of the side front stile portion 12 and the ground front plate 27 of the ground front stile portion 20 ( The joined piece 2), the bottom plate 15 (joined piece 1) of the ground-side stile portion 14 and the ground bottom plate 28 (joined piece 2) of the ground stile portion 20 are butt-joined in a substantially flat plane. , Each joint line 7
Along with carbon dioxide arc welding. Here, the engaging piece 25 (edge 4) of the side front stile portion 12 and the step portion 33 (surface 5) of the protruding piece 30 of the ground front stile portion 20 are formed by a triangular dowel
1 is in close contact with the inner edge of the engagement piece 25, and the edge 4 of the bottom plate 15 of the side front stile portion 12 and the step portion 34 (surface 5) of the protruding piece 32 of the ground stile portion 20. Can be set to be in close contact. Further, by making the step of the step portion 34 coincide with the thickness of the bottom plate 15, the projecting piece 32 can be overlapped on the upper surface of the bottom plate 15.

【0017】このように、前記係合部24に突片30及
び突片32が係合することで、胴板10に対する地板1
1の仮止めが上下及び前後に位置決め状態でなされるの
で、接合溶接部においてギャップや段差の発生が最小限
に抑制され、しかも一方の接合片1の裏側に他方の被接
合片2の溶接補助片6が位置するので、接合溶接部の強
度が向上して溶接時の変形が抑制され、微調整が効き難
い半自動若しくは全自動の溶接ロボットを使用しても溶
接が安定するとともに、溶接による破れや膨れが抑制さ
れるのである。
As described above, the protruding pieces 30 and the protruding pieces 32 are engaged with the engaging portions 24, so that the main plate 1
Since the first temporary fixing is performed in the up and down and front and back positioning state, the generation of a gap or a step in the joining weld portion is suppressed to a minimum, and the welding assist of the other joining piece 2 on the back side of one joining piece 1 is provided. Since the piece 6 is located, the strength of the welded joint is improved, deformation during welding is suppressed, and even if a semi-automatic or fully-automatic welding robot, which is difficult to perform fine adjustment, is used, the welding is stable and the welding is broken. Swelling is suppressed.

【0018】[0018]

【考案の効果】以上にしてなる本考案のスチール製筐体
の接合溶接部構造によれば、スチール板で折曲形成した
胴板のコーナー部の接合溶接部又はスチール板で折曲形
成した地板又は天板と胴板の前かまち部との接合溶接部
において、互いに接合し溶接する両部分若しくは両部材
の一方の端縁を他方の面に接合し且つ他方の被接合部分
から延設した溶接補助片を一方の端縁の裏側に配設する
とともに、該溶接補助片に突設した三角ダボを一方の部
分若しくは部材に抜け止め係合し、両部分若しくは両部
材の接合線に沿って炭酸ガスアーク溶接してなるので、
両部分若しくは両部材の接合溶接部の位置決めがなされ
るとともに、接合溶接部における両部分若しくは両部材
の間にギャップや段差が生じ難く、また接合溶接部の強
度が向上して溶接時の熱変形が抑制され、仮にギャップ
や段差が多少生じた場合でもアークの発生が安定化する
ので、両部分若しくは両部材の接合線に沿って良好な炭
酸ガスアーク溶接を行うことができる。それにより、微
調整が効き難い半自動若しくは全自動の溶接ロボットを
使用しても溶接不良の発生を最小限に抑制することがで
き、製造コストの大幅な低減化を達成できるのである。
According to the joint welding structure of the steel casing of the present invention as described above, the joint welding at the corner of the body plate bent by the steel plate or the base plate bent by the steel plate. Or, in a joint welding portion between a top plate and a front stile portion of a body plate, welding in which both portions to be joined and welded to each other or one edge of both members are joined to the other surface and extended from the other joined portion. disposing an auxiliary piece on the back side of one of the edge
At the same time, a triangular dowel protruding from the welding auxiliary piece is
Since it engages with the part or member and prevents it from slipping, and is formed by carbon dioxide arc welding along the joint line of both parts or both members,
Positioning of the joint weld of both parts or members
In addition, when a gap or a step is unlikely to occur between both parts or both members in the joint weld, the strength of the joint weld is improved and thermal deformation during welding is suppressed, and if a gap or a step occurs somewhat However, since the generation of the arc is stabilized, good carbon dioxide arc welding can be performed along the joining line of both parts or both members. As a result, even if a semi-automatic or fully automatic welding robot that is difficult to perform fine adjustment is used, occurrence of welding defects can be suppressed to a minimum, and a significant reduction in manufacturing cost can be achieved.

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

【図1】本考案の第一実施例を示す簡略断面図であり、
(a) は溶接前、(b) は溶接後の状態を示す。
FIG. 1 is a simplified sectional view showing a first embodiment of the present invention,
(a) shows the state before welding and (b) shows the state after welding.

【図2】本考案の第二実施例を示す簡略断面図であり、
(a) は溶接前、(b) は溶接後の状態を示す。
FIG. 2 is a simplified sectional view showing a second embodiment of the present invention;
(a) shows the state before welding and (b) shows the state after welding.

【図3】スチール製筐体の具体的構造を示す要部分解斜
視図である。
FIG. 3 is an exploded perspective view of a main part showing a specific structure of a steel housing.

【図4】胴板を構成する側板の前下部を内方から見た要
部側面図である。
FIG. 4 is a main part side view of a lower front part of a side plate constituting the body plate, as viewed from inside.

【図5】同じく側板の要部底面図である。FIG. 5 is a bottom view of a main part of the side plate.

【図6】地板の端部を示す要部側面図である。FIG. 6 is a side view of a main part showing an end of a main plate.

【図7】同じく地板の要部底面図である。FIG. 7 is a bottom view of the main part of the main plate.

【図8】側板と地板とを接合した状態の要部の縦断側面
図である。
FIG. 8 is a longitudinal sectional side view of a main part in a state where a side plate and a base plate are joined.

【図9】同じく側板と地板とを接合した状態の要部の底
面図である。
FIG. 9 is a bottom view of a main part in a state where the side plate and the ground plate are joined together.

【図10】側板の側前かまち部と地板の地前かまち部との
接合溶接部を示す簡略断面図である。
FIG. 10 is a simplified cross-sectional view showing a joint weld between a front stile portion of a side plate and a front stile portion of a main plate.

【図11】側板の地側かまち部と地板の地側かまち部との
接合溶接部を示す簡略断面図である。
FIG. 11 is a simplified cross-sectional view showing a joint weld between a ground side stile portion of the side plate and a ground side stile portion of the ground plate.

【図12】胴板の背板と側板の下部コーナー部の接合溶接
部を示す横断平面図である。
FIG. 12 is a cross-sectional plan view showing a joint weld at a lower corner portion of the back plate and the side plate of the body plate.

【図13】平面状に突き合い接合して溶接する従来例を示
す断面図であり、(a) は溶接前、(b) は溶接後をそれぞ
れ示し、(c) は溶接不良な場合を示す。
FIG. 13 is a cross-sectional view showing a conventional example of butt-joining and welding in a planar shape, where (a) shows before welding, (b) shows after welding, and (c) shows a case where welding is poor. .

【図14】直角状に突き合い接合して溶接する従来例を示
す断面図であり、(a) は溶接前、(b) は溶接後をそれぞ
れ示し、(c) は溶接不良な場合を示す。
14A and 14B are cross-sectional views showing a conventional example of butt-joining and welding at right angles, where (a) shows before welding, (b) shows after welding, and (c) shows a case where welding is poor. .

【符号の説明】[Explanation of symbols]

M 溶接部 1 接合片 2 被接合片 3 トーチノズル 4 端縁 5 面 6 溶接補助片 7 接合線 8 背板 9 側板 10 胴板 11 地板 12 側前かまち部 13 地後かまち部 14 地側かまち部 15 底板 16 立板 17 斜裁縁 18 直裁縁 19 斜裁縁 20 地前かまち部 21 側前板 22 内板 23 補強板 24 係合部 25 係合片 26 底面板 27 地前板 28 地底板 29 補強板 30 突片 31 三角ダボ 32 突片 33 段部 34 段部 M Welded part 1 Joint piece 2 Piece to be joined 3 Torch nozzle 4 Edge 5 Surface 6 Welding auxiliary piece 7 Joining line 8 Back plate 9 Side plate 10 Body plate 11 Ground plate 12 Front stile portion 13 Ground stile portion 14 Ground stile portion 15 Bottom plate 16 Standing plate 17 Bevel edge 18 Straight edge 19 Bevel edge 20 Ground stile 21 Side front plate 22 Inner plate 23 Reinforcement plate 24 Engagement part 25 Engagement piece 26 Bottom plate 27 Ground plate 28 Ground plate 29 Reinforcement plate 30 Projection 31 Triangular dowel 32 Projection 33 Step 34 Step

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 スチール板で折曲形成した胴板のコーナ
ー部の接合溶接部又はスチール板で折曲形成した地板又
は天板と胴板の前かまち部との接合溶接部において、互
いに接合し溶接する両部分若しくは両部材の一方の端縁
を他方の面に接合し且つ他方の被接合部分から延設した
溶接補助片を一方の端縁の裏側に配設するとともに、該
溶接補助片に突設した三角ダボを一方の部分若しくは部
材に抜け止め係合し、両部分若しくは両部材の接合線に
沿って炭酸ガスアーク溶接してなることを特徴とするス
チール製筐体の接合溶接部構造。
1. A welded joint at a corner of a body plate bent by a steel plate or a welded joint between a base plate or a top plate bent by a steel plate and a front stile portion of the body plate. One edge of both portions or members to be welded is joined to the other surface, and a welding auxiliary piece extending from the other joined portion is arranged behind one edge , and
Insert the triangular dowel protruding from the welding auxiliary piece into one part or
Combined retaining engagement omission in wood, both portions or joint weld structure steel housing, characterized by comprising carbonated gas arc welding along the welding line of two members.
JP1993060065U 1993-11-09 1993-11-09 Joint weld structure of steel housing Expired - Fee Related JP2557762Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1993060065U JP2557762Y2 (en) 1993-11-09 1993-11-09 Joint weld structure of steel housing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1993060065U JP2557762Y2 (en) 1993-11-09 1993-11-09 Joint weld structure of steel housing

Publications (2)

Publication Number Publication Date
JPH0733459U JPH0733459U (en) 1995-06-20
JP2557762Y2 true JP2557762Y2 (en) 1997-12-17

Family

ID=13131317

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1993060065U Expired - Fee Related JP2557762Y2 (en) 1993-11-09 1993-11-09 Joint weld structure of steel housing

Country Status (1)

Country Link
JP (1) JP2557762Y2 (en)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07110419B2 (en) * 1986-08-26 1995-11-29 マツダ株式会社 Overlap welding method
JPH0244627A (en) * 1988-08-05 1990-02-14 Hitachi Ltd DC electromagnet control method for electromagnetic contactors
JPH06102267B2 (en) * 1990-12-27 1994-12-14 スカイアルミニウム株式会社 Welding method for welding T-joint

Also Published As

Publication number Publication date
JPH0733459U (en) 1995-06-20

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