JPH0761541B2 - Enclosed arc welding equipment - Google Patents

Enclosed arc welding equipment

Info

Publication number
JPH0761541B2
JPH0761541B2 JP1226088A JP1226088A JPH0761541B2 JP H0761541 B2 JPH0761541 B2 JP H0761541B2 JP 1226088 A JP1226088 A JP 1226088A JP 1226088 A JP1226088 A JP 1226088A JP H0761541 B2 JPH0761541 B2 JP H0761541B2
Authority
JP
Japan
Prior art keywords
welded
arc welding
welding
groove
copper
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 - Lifetime
Application number
JP1226088A
Other languages
Japanese (ja)
Other versions
JPH01186275A (en
Inventor
治 田中
俶明 中野
潔 今野
知明 山田
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 JP1226088A priority Critical patent/JPH0761541B2/en
Publication of JPH01186275A publication Critical patent/JPH01186275A/en
Publication of JPH0761541B2 publication Critical patent/JPH0761541B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は鉄筋等の棒状の被溶接材を垂直に立てて配置し
た状態でエンクローズ溶接するエンクローズアーク溶接
装置に関する。
Description: TECHNICAL FIELD The present invention relates to an enclosed arc welding device for performing enclosed welding with a rod-shaped material to be welded such as a reinforcing bar standing vertically.

[従来の技術] 従来の立向継手の場合のエンクローズアーク溶接におい
ては、所謂斜めI形の開先を加工して行っていた(特公
昭52−35624号)。第6図は従来の立向継手の場合のエ
ンクローズアーク溶接装置を示す側面図、第7図はその
VII−VII線による断面図である。この溶接工程において
は、例えば、異形の鉄筋1を、その接合面をその軸方向
に対して傾斜させて設け、2本の鉄筋1を両者間に所定
の開作空間を設けて上下に配置し、分割式の1対の銅当
金2をこの開先空間を取囲むように配設する。そして、
開先空間の上方側に設けた銅当金2の溶接口4から溶接
棒3を開先空間内に挿入し、開先空間の下部から上部に
向かって溶接金属を充填していく。これにより、固定さ
れた垂直姿勢の被溶接材を迅速に且つ健全に接合するこ
とができる。
[Prior Art] In the conventional closed arc welding in the case of a vertical joint, a so-called diagonal I-shaped groove was processed (Japanese Patent Publication No. 52-35624). FIG. 6 is a side view showing an enclosed arc welding device in the case of a conventional vertical joint, and FIG. 7 is its side view.
FIG. 7 is a sectional view taken along line VII-VII. In this welding process, for example, the deformed rebar 1 is provided with its joint surface inclined with respect to its axial direction, and the two rebars 1 are arranged vertically with a predetermined open space provided therebetween. , A pair of split copper metal plates 2 are arranged so as to surround the groove space. And
The welding rod 3 is inserted into the groove space from the welding port 4 of the copper dowel 2 provided on the upper side of the groove space, and the weld metal is filled from the lower part to the upper part of the groove space. As a result, the fixed vertical workpieces can be quickly and soundly joined.

而して、近年、鉄筋コンクリート造建築物のコンクリー
ト柱の中に埋込まれる鉄筋の接合工法としては、建築現
場で1本づつ継いでいく方法の効率化をねらって先組工
法で組付けられることが多くなってきた。つまり、工場
内又は地上において、複数体の鉄筋を先組みし、これを
建築現場で積み重ねていき、積み重ねられた組立体同士
を横向姿勢で溶接していく先組工法が大規模の鉄筋コン
クリート造建築物には採用されている。
In recent years, as a method of joining reinforcing bars embedded in concrete columns of reinforced concrete buildings, they must be assembled by the pre-assembly method in order to improve the efficiency of the method of joining one piece at a construction site. Is increasing. In other words, in the factory or on the ground, multiple rebars are assembled in advance, they are stacked at the construction site, and the assembled assemblies are welded in a horizontal position. It is used for things.

前述のエンクローズアーク溶接は、接合継手部形状が過
度に肥大化することなく、後工程であるフープ筋の施工
性が良いという利点を有するため、この先組工法にはエ
ンクローズアーク溶接技術が使用されている。
Since the above-mentioned enclosed arc welding has the advantages that the shape of the joined joint does not become excessively large and the workability of the hoop reinforcement, which is a post-process, is good, the enclosed arc welding technology is used for this pre-assembly method. Has been done.

[発明が解決しようとする課題] しかしながら、従来のエンクローズアーク溶接技術は、
溶接開先形状が斜めI形であるため、以下に示す欠点を
有する。つまり、この斜めI形の開先の場合には、溶接
は開先面の延長方向の上方から溶接棒を開先内に挿入し
て行う必要があるという制約がある。このため、先組鉄
筋工法においては、予め溶接施工の方向を勘案して開先
がその方向になるように鉄筋を先組する必要があり、ま
た接合しようとする鉄筋の両端には、開先を溶接施工の
方向を勘案して傾斜した接合面が相互に平行になるよう
に加工する必要がある。
[Problems to be Solved by the Invention] However, the conventional enclosed arc welding technique is
Since the weld groove has an oblique I shape, it has the following drawbacks. That is, in the case of this oblique I-shaped groove, there is a constraint that welding must be performed by inserting a welding rod into the groove from above in the extension direction of the groove surface. For this reason, in the pre-assembled rebar construction method, it is necessary to pre-assemble the rebar so that the groove will be in that direction in consideration of the direction of welding work in advance. In consideration of the welding process direction, it is necessary to process the inclined joint surfaces so that they are parallel to each other.

このため、先組時の鉄筋の方向性を厳しく管理する必要
があり、迅速且つ高効率化を目的として先組工法を採用
しているにも拘らず、実際上作業が極めて煩雑で非能率
的であるという問題点がある。
For this reason, it is necessary to strictly control the direction of the reinforcing bars during pre-assembly, and despite the fact that the pre-assembly method is adopted for the purpose of speeding up and improving efficiency, the work is actually extremely complicated and inefficient. There is a problem that is.

また、鉄筋の接合面をその軸に対して傾斜させて加工す
ることは、工程が煩雑であると共に切捨量が多くなり、
歩留が低下するという問題点がある。更に、この開先加
工を現場でガス切断により行う場合は、ガスノッチが発
生し易く、開先面(接合面)のグラインダ研削作業に多
くの労力が消費されるという欠点がある。
In addition, inclining the joining surface of the reinforcing bar with respect to the axis, the process is complicated and the amount of cutting is increased,
There is a problem that the yield decreases. Furthermore, when this groove processing is performed by gas cutting on site, gas notches are likely to occur, and there is a disadvantage that much labor is consumed in the grinder grinding work of the groove surface (bonding surface).

本発明はかかる問題点に鑑みてなされたものであって、
開先の接合面の加工が容易であって、開先加工時間が短
縮されると共に、先組上の制約がなく迅速に且つ容易に
先組が可能のエンクローズアーク溶接装置を提供するこ
とを目的とする。
The present invention has been made in view of such problems,
It is an object of the present invention to provide an enclosed arc welding device that can easily process the joining surface of the groove, shortens the groove processing time, and has no restrictions on the tip assembly and can perform the tip assembly quickly and easily. To aim.

[課題を解決するための手段] 本発明に係るエンクローズアーク溶接装置は、棒状をな
し、その接合面がその軸方向に実質的に垂直の1対の被
溶接材を、その接合面間に所定の開先空間を設けて上下
に配置し、前記接合面間でアーク溶接するエンクローズ
アーク溶接装置において、前記開先空間と上方及び下方
の被溶接材の接合面とを含む接合部の一部を覆い手前側
の仕上側端に開口部を有する銅当金と、前記開口部の背
後にて下方の被溶接材の側面に接触すると共に上方の被
溶接材との間に所定の間隙を設けて配設され前記開先空
間の一部を囲む当材と、前記開口部の背後の前記銅当金
に取付けられ前記当材を下方被溶接材に向けて押圧する
押圧手段と、を有することを特徴とする。
[Means for Solving the Problems] An enclosed arc welding device according to the present invention has a rod-like shape, and a pair of materials to be welded, the joining surfaces of which are substantially perpendicular to the axial direction, are provided between the joining surfaces. In an enclosed arc welding apparatus that arranges a predetermined groove space and arranges it vertically, and performs arc welding between the joint surfaces, one of the joints including the groove space and the joint surfaces of the upper and lower workpieces. A copper metal having an opening at the finishing end on the front side that covers the portion and the side surface of the lower material to be welded behind the opening and a predetermined gap is provided between the upper material to be welded. And a pressing member which is provided and surrounds a part of the groove space, and a pressing unit which is attached to the copper metal plate behind the opening and presses the metal member toward the lower material to be welded. It is characterized by

なお、接合面が棒状の被溶接材の軸方向に対して実質的
に垂直とは、本願発明により溶接施工するに際し、当材
の取り付け位置及び溶材の挿入位置等に制限を与える程
度の傾斜を有しないことを意味し、換言すれば、施工
上、溶接の方向性を考慮しなくても問題がない程度の傾
斜は含まれる。
In addition, the joint surface is substantially perpendicular to the axial direction of the rod-shaped material to be welded, when performing welding according to the invention of the present application, an inclination of a degree that limits the attachment position of the material and the insertion position of the molten material. It means not having, in other words, an inclination that does not cause a problem even if the directionality of welding is not considered in construction.

また、当材を下方の被溶接材の側面に重ねた場合に、そ
の重ね合わせた領域の全面にて当材を被溶接材に接触さ
せる必要はなく、その一部の領域にて接触していればよ
い。また、当材は下方の被溶接材の側面の全面に接触す
る必要がないことは勿論である。
Further, when this material is overlapped on the side surface of the material to be welded below, it is not necessary to contact this material with the material to be welded over the entire area of the overlapped material, and contact is made with a part of that area. Just do it. Further, it is needless to say that this material does not need to contact the entire side surface of the material to be welded below.

[作用] 本発明においては、水平の開先を設け、下方の被溶接部
材の側面に接触させて当材を配設する。この当材は開先
空間の一部を囲むと共に、上方の被溶接材との間に所定
の間隙を設けて配設される。また、開先空間と上方及び
下方の被溶接材の接合面とを含む接合部の一部を、前記
当材が配設されていない側に開口部を有する銅当金によ
り覆う。そして、押圧手段により、前記当材を下方の被
溶接材に向けて押圧する。
[Operation] In the present invention, a horizontal groove is provided, and the material is placed in contact with the side surface of the lower member to be welded. This material surrounds a part of the groove space and is arranged with a predetermined gap between it and the material to be welded above. Further, a part of the joint including the groove space and the upper and lower joint surfaces of the material to be welded is covered with a copper metal having an opening on the side where the material is not disposed. Then, the pressing member presses the material toward the material to be welded therebelow.

このように、当材及び銅当金を配置した後、前記開口部
を介して溶接棒等の溶接手段を開先空間に挿入し、前記
接合面間でアーク溶接する。先ず、例えば、前記当材の
近傍にて下方の被溶接材側から溶融金属を盛って橋絡部
を形成する。
After arranging the material and the copper metal in this way, welding means such as a welding rod is inserted into the groove space through the opening, and arc welding is performed between the joint surfaces. First, for example, a bridging portion is formed by pouring molten metal from the lower side of the material to be welded near the material.

この場合に、開先空間の奥側に当材を配設してあるか
ら、溶接開始時に被溶接材の接合面の端部が溶落するこ
とはない。また、この当材を利用して上方及び下方の被
溶接材の接合面間に容易に橋絡部を設けることができ
る。更に、スラグは上方に浮いていき、当材と上方の被
溶接材との間に形成された間隙から排出されるので、接
合面間の溶接部にスラグが残存することはない。更にま
た、前記開口部を除いて被溶接材の側部が銅当金により
覆われているから、溶接期間中常に高電流を印加し高速
度で溶接しても、溶融金属が溶落することはない。ま
た、溶接後の溶接部の外観も美麗に仕上がる。
In this case, since the material is disposed on the far side of the groove space, the end of the joint surface of the materials to be welded does not burn through at the start of welding. Further, by using this material, a bridging portion can be easily provided between the joint surfaces of the upper and lower materials to be welded. Furthermore, since the slag floats upward and is discharged from the gap formed between this material and the material to be welded above, the slag does not remain in the welded portion between the joint surfaces. Furthermore, except for the opening, the side of the material to be welded is covered with copper metal, so even if a high current is constantly applied and welding is performed at a high speed during the welding period, the molten metal will burn through. There is no. The appearance of the welded part after welding is also beautifully finished.

[実施例] 以下、本発明の実施例について添付の図面を参照して説
明する。第1図は本発明の実施例に係るエンクローズア
ーク溶接装置を示す側面断面図、第2図は同じくその水
平断面図、第3図(a)乃至(e)は同じくその動作を
示す模式図である。
[Embodiment] An embodiment of the present invention will be described below with reference to the accompanying drawings. FIG. 1 is a side sectional view showing an enclosed arc welding apparatus according to an embodiment of the present invention, FIG. 2 is a horizontal sectional view of the same, and FIGS. 3 (a) to 3 (e) are schematic diagrams showing its operation. Is.

上方の鉄筋11と下方の鉄筋12とは、その接合面が軸方向
に対して実質的に垂直であり、従って、鉄筋11、12をそ
の軸方向を一致させて垂直に配置すると、両接合面は略
々水平に且つ平行に対向する。
The upper reinforcing bar 11 and the lower reinforcing bar 12 have their joint surfaces substantially perpendicular to the axial direction. Therefore, when the reinforcing bars 11 and 12 are arranged vertically with their axial directions aligned, both joint surfaces are Are substantially horizontal and parallel to each other.

銅又は銅合金からなる銅当金14は水平断面がコ字形をな
し、上鉄筋11と下鉄筋12との間に形成される開先空間15
を中心として鉄筋11,12の接合面を含む接合部を抱くよ
うにして配設される。この銅当金14はその内周面と鉄筋
11,12の接合部周面との間に若干の間隙を有する。銅当
金14のコ字形の一方の先端部には、鉄筋11,12の接合面
間に所定の開先間隔を設けるべく、この開先間隔と同一
長の切り欠きによりスケール22が刻設されている。
A copper plate 14 made of copper or a copper alloy has a U-shaped horizontal cross section, and a groove space 15 formed between the upper reinforcing bar 11 and the lower reinforcing bar 12.
It is arranged so as to hold the joint portion including the joint surface of the reinforcing bars 11 and 12 with the center being as the center. This copper metal 14 has its inner surface and rebar
There is a slight gap between the peripheral surfaces of the joints 11 and 12. In order to provide a predetermined groove gap between the joint surfaces of the reinforcing bars 11 and 12, a scale 22 is engraved with a notch having the same length as this groove gap at one end of the U-shape of the copper plate 14. ing.

銅当金14の上端面及び下端面には、夫々クランパ30が固
定されている。このクランパ30は半円形の切欠を有する
半割状のクランプ部材31,32をその基端で垂直軸の周り
に相互に回動可能に連結したものであり、一方のクラン
プ部材31が銅当金14に固定されている。このクランプ部
材31,32を合わせて一体にすると前記切欠により鉄筋11,
12と略々等しい直径の円孔が形成される。螺棒34はクラ
ンプ部材31の先端部に垂直軸の周りに回転可能に取付け
られており、この螺棒34にはハンドル33が螺嵌されてい
る。一方、クランプ部材32の先端部には、螺棒34が係合
可能の凹所(図示せず)が形成されている。
A clamper 30 is fixed to each of the upper end surface and the lower end surface of the copper plate 14. This clamper 30 is composed of half-clamped clamp members 31 and 32 each having a semicircular notch so as to be rotatable relative to each other around a vertical axis at their base ends, and one clamp member 31 is a copper plate. It is fixed at 14. When the clamp members 31 and 32 are combined and integrated, the rebar 11,
A circular hole with a diameter approximately equal to 12 is formed. The screw rod 34 is attached to the tip of the clamp member 31 so as to be rotatable around a vertical axis, and the handle 33 is screwed into the screw rod 34. On the other hand, a recess (not shown) in which the screw rod 34 can be engaged is formed at the tip of the clamp member 32.

鉄筋11,12間の開先空間15の背後の銅当金14には凹所16
が形成されており、当材13が下方の鉄筋12の裏側の側周
面に接触して凹所16内に配設されている。この当材13は
銅当金14を水平方向に貫通するボルト17によりその背後
から下方鉄筋12に対して押付けられて固定される。当材
13が金属製の場合は溶接終了後に溶接部に接合して継手
の一部となり、施工後に当材13を取り外す必要がないの
で作業が簡略化される。一方、当材13として、耐火物を
使用すると、裏波ビードが形成されて外観が整えられ、
施工後に当材13を取り外すので溶接部の外観を観察して
継手性能を判定することができる。
Behind the groove space 15 between the reinforcing bars 11 and 12, there is a recess 16 in the copper plate 14
Is formed, and the material 13 is disposed in the recess 16 in contact with the side peripheral surface on the back side of the lower reinforcing bar 12. The strip 13 is pressed and fixed to the lower rebar 12 from behind by a bolt 17 that penetrates the copper strip 14 in the horizontal direction. This material
When 13 is made of metal, it is joined to the welded portion after the welding is completed and becomes a part of the joint, and it is not necessary to remove the material 13 after the construction, so the work is simplified. On the other hand, if a refractory material is used as the material 13, a back bead is formed and the appearance is adjusted,
Since this material 13 is removed after the construction, the joint performance can be judged by observing the appearance of the welded portion.

次に、このように構成された装置の動作について説明す
る。先ず、当材13を銅当金14の凹所16内に収納した状態
で、1対のクランプ部材31の半円形切欠に鉄筋11及び12
を嵌め込み、1対のクランプ部材32を回動させて夫々ク
ランプ部材31に合わせ、両クランプ部材31,32により鉄
筋11及び12を囲繞する。そして、螺棒34を回動させてク
ランプ部材32の先端凹所に係合させ、ハンドル33を回転
させてハンドル33をクランプ部材31の先端部に向けて進
出させ、ハンドル33とクランプ部材31の先端部との間で
クランプ部材32の先端部を挾み緊締する。これにより、
両鉄筋11,12はその対向端部にてその軸心が一致するよ
うにいずれも1対のクランパ30に把持され、この銅当金
14及びクランパ30を介して上下に対向して配設される。
なお、鉄筋11,12の接合面間の開先間隔は、銅当金14の
先端部に設けたスケール22を参照しつつ調整すればよ
い。
Next, the operation of the apparatus thus configured will be described. First, in a state where the material 13 is housed in the recess 16 of the copper metal 14, the reinforcing bars 11 and 12 are formed in the semicircular notches of the pair of clamp members 31.
Are fitted and the pair of clamp members 32 are rotated to be aligned with the clamp members 31, respectively, and the reinforcing bars 11 and 12 are surrounded by the clamp members 31 and 32. Then, the screw rod 34 is rotated to engage with the recess of the tip of the clamp member 32, the handle 33 is rotated to advance the handle 33 toward the tip of the clamp member 31, and the handle 33 and the clamp member 31 are moved. The tip of the clamp member 32 is clamped and tightened between the tip and the tip. This allows
Both the reinforcing bars 11 and 12 are gripped by a pair of clampers 30 so that the axes of the reinforcing bars 11 and 12 coincide with each other.
It is disposed so as to face vertically with the clamper 14 and the clamper 30 interposed therebetween.
The groove spacing between the joint surfaces of the reinforcing bars 11 and 12 may be adjusted with reference to the scale 22 provided at the tip of the copper plate 14.

このようにして、上鉄筋11、下鉄筋12、当材13及び銅当
金14を配置した後、第3図(a)に示すように、溶接棒
18を銅当金14のコ字開放側から開先空間15内に挿入し、
当材13の近傍(開先空間15の奥側)から溶接を開始す
る。つまり、先ず、下方鉄筋12の接合面における当材13
の手前5乃至6mmの位置にてアークをスタートさせ、直
ちに、下方鉄筋12の接合面と当材13とのコーナー部にア
ークを移動させ、アークを短くしながら、ウィービング
を実施し、溶融金属を盛り上がりを待つ。
After arranging the upper rebar 11, the lower rebar 12, the bar 13 and the copper plate 14 in this way, as shown in FIG.
Insert 18 into the groove space 15 from the U-shaped open side of the copper dowel 14,
Welding is started from the vicinity of the material 13 (back side of the groove space 15). That is, first, the material 13 on the joint surface of the lower rebar 12 is
Start the arc at a position of 5 to 6 mm before, and immediately move the arc to the corner part between the joint surface of the lower reinforcing bar 12 and the material 13 and weave it while shortening the arc to melt the molten metal. Wait for excitement.

そして、第3図(b)に示すように、溶融金属20を当材
13を利用し下方鉄筋12の接合面上に盛り付けていく、こ
の場合に、生成するスラグ21は溶融金属20上に浮遊す
る。そして、上方鉄筋11の接合面(上開先)と溶融金属
20との間隔が2乃至3mmになったときにウィービングを
停止し、アークを静止させて上開先の角部を溶融させ、
橋絡させる。
Then, as shown in FIG. 3 (b), the molten metal 20 is applied to the material.
It is piled up on the joint surface of the lower reinforcing bar 12 by using 13, and in this case, the generated slag 21 floats on the molten metal 20. Then, the joining surface (upper groove) of the upper rebar 11 and the molten metal
When the distance from 20 becomes 2 to 3 mm, weaving is stopped and the arc is stopped to melt the corner of the upper groove,
To bridge.

上鉄筋11と下鉄筋12とが橋絡した後は、第3図(c)に
示すように、ウィービングを行いながら、発生スラグを
上方鉄筋11と当材13との間の間隙を利用して開先外に排
出しつつ、溶接棒18を上方及び下方に交互に向けて上開
先側と下開先側の溶け込みを確保する。このようにし
て、第3図(d)及び第3図(e)に示すように、開先
の最前部まで溶融金属20の積層を継続する。
After bridging the upper rebar 11 and the lower rebar 12, as shown in FIG. 3 (c), the generated slag is utilized by utilizing the gap between the upper rebar 11 and the bar 13 while weaving. While discharging to the outside of the groove, the welding rods 18 are alternately turned upward and downward to secure the penetration between the upper groove side and the lower groove side. In this way, as shown in FIGS. 3 (d) and 3 (e), the molten metal 20 is continuously laminated up to the foremost part of the groove.

なお、下方鉄筋12の最前部(仕上げ側の端部)において
は、アークの中断と形成とを繰り返して溶着金属を冷却
しつつ盛り上げることが好ましい。連続的に溶接する
と、下方鉄筋12に所謂オーバーラップが生じ、上方鉄筋
11にアンダーカットが生じやすい。
In addition, in the forefront part (end part on the finishing side) of the lower reinforcing bar 12, it is preferable that the interruption and formation of the arc be repeated to raise the deposited metal while cooling it. When continuously welded, so-called overlap occurs in the lower rebar 12 and the upper rebar
Undercut is likely to occur in 11.

次いで、アークを中止し、溶融金属20を冷却させて凝固
させた後、前記クランパ30を外して溶接を終了する。
Next, the arc is stopped, the molten metal 20 is cooled and solidified, and then the clamper 30 is removed to complete the welding.

本実施例においては、銅当金14の奥部に小片の当材13を
下鉄筋12側に当接させることにより、上鉄筋11と下鉄筋
12との溶接金属20の橋絡を可能にする。そして、上鉄筋
11と下鉄筋12との接合面で形成されるI形開先を横向で
アーク溶接する。当材13を使用せずに溶接すると、I形
開先部の奥部において上鉄筋11と下鉄筋12との適正な橋
絡は形成されない。溶接姿勢の関係上、溶融金属20は下
鉄筋12の開先面(接合面)上に広がるのみで上鉄筋11に
まで到達し難いからである。このように、小片の当材13
は開先奥部において溶融金属20を堆積させ、上下鉄筋間
での橋絡を促進させる機能を有する。
In the present embodiment, the lower reinforcing bar 12 side is contacted with a small piece of the supporting bar 13 in the inner part of the copper plate 14 so that the upper reinforcing bar 11 and the lower reinforcing bar are
Allows bridging of weld metal 20 with 12. And the upper rebar
The I-shaped groove formed at the joint surface between 11 and the lower reinforcing bar 12 is laterally arc-welded. If welding is performed without using the material 13, proper bridging between the upper reinforcing bar 11 and the lower reinforcing bar 12 is not formed in the inner part of the I-shaped groove. Because of the welding posture, the molten metal 20 only spreads on the groove surface (joint surface) of the lower rebar 12 and does not easily reach the upper rebar 11. In this way, the piece of material 13
Has a function of depositing the molten metal 20 in the deep part of the groove and promoting bridging between the upper and lower rebars.

また、本実施令においては、上述の如く、開先空間15の
奥側に当材13が配置されている外、開先空間の側方は銅
当金14により覆われている。従って、溶融金属20の溶接
が確実に防止されるので、溶接期間の全期間に渡り溶接
電流を高くして、高速で溶接することができる。銅当金
14を使用しないと、鉄筋11,12の接合面の周縁部を溶接
する際には、溶落防止上電流を低下させる必要がある。
このように、銅当金14を使用することにより、溶接施工
が容易になる。
Further, in the present implementation decree, as described above, the copper material 14 is provided on the sides of the groove space 15 as well as on the back side of the groove space 15. Therefore, the molten metal 20 is reliably prevented from being welded, so that the welding current can be made high throughout the entire welding period and high-speed welding can be performed. Bronze
If 14 is not used, it is necessary to reduce the current in order to prevent burn-through when welding the peripheral portions of the joint surfaces of the reinforcing bars 11 and 12.
As described above, the use of the copper alloy 14 facilitates the welding work.

更に、銅当金14の銅又は銅当金は溶融金属20に対して濡
れない性質を有すると共に、銅当金14の内周面と開先空
間15との間には若干の間隙があるから、この間隙部分に
裏波ビードが形成され、銅当金14に囲まれて成形された
溶接部は、外観が美麗に仕上がる。
Further, the copper of the copper plating 14 or the copper plating has the property of not getting wet with the molten metal 20, and there is a slight gap between the inner peripheral surface of the copper plating 14 and the groove space 15. The back bead is formed in this gap portion, and the welded portion surrounded by the copper metal plate 14 is formed to have a beautiful appearance.

この溶接過程においては、第4図に矢印22にて示すよう
に、アークを水平方向にふり、ウィーピングを実施す
る。つまり、先ず、当材13と下鉄筋12の接合面との間に
隅肉部からウィービングを開始し、左右方向にアークを
ふりつつ手前側の仕上げ側端部(開先最前部)までアー
クを移動させる。
In this welding process, as indicated by arrow 22 in FIG. 4, the arc is horizontally swung to perform weeping. That is, first, weaving is started from the fillet portion between the material 13 and the joining surface of the lower reinforcing bar 12, and while the arc is swung in the left and right direction, the arc is made to the finishing side end portion (the groove frontmost portion) on the front side. To move.

このようなウィービングを実施して接合面に溶融金属を
盛り上げることによって、接合面の全域が均一に高温に
保持され、スラグの巻き込みが防止され、スラグを除去
する作業が不要になる。このため、実質的に連続的に溶
接作業することが可能である。連続的にウィービングせ
ず、途中でアークを切ると、スラグを除去する作業が必
要になる。スラグ除去の作業の際、母材が常温程度まで
冷却された場合には、250℃以上まで加熱して溶接を再
開する必要がある。
By carrying out such weaving to raise the molten metal on the joint surface, the entire joint surface is uniformly kept at a high temperature, slag entrapment is prevented, and the work for removing the slag becomes unnecessary. Therefore, it is possible to perform the welding operation substantially continuously. If you do not weave continuously and cut the arc in the middle, you need to remove the slag. When the base material is cooled to room temperature during slag removal work, it is necessary to heat it to 250 ° C or higher and restart welding.

なお、溶接過程の初期においてはアークを左右にふる
が、中期においては左右方向にアークをふると共に、上
下方向にも振幅が小さいウィービングを付加することが
好ましい。これにより、橋絡部の創成がしやすくなると
共に、当材13と上鉄筋11との間の間隙を介してスラグが
排出されやすくなり、スラグの巻き込みが確実に防止さ
れる。
In the initial stage of the welding process, the arc is swung to the left and right, but in the middle period, it is preferable to swirl the arc in the left and right directions and to add weaving with small amplitude in the up and down directions. This facilitates creation of the bridging portion, facilitates discharge of slag through the gap between the bar 13 and the upper reinforcing bar 11, and reliably prevents slag entrapment.

また、ウィービングを実施することにより、継手の側面
に適正な所謂裏波状のビードを形成することができると
共に、表側の仕上げ側端部には、格別、溶融金属の溶落
防止手段を講じる必要がなくなる。
Further, by carrying out the weaving, it is possible to form an appropriate so-called back-wavy bead on the side surface of the joint, and at the end on the front side on the finish side, it is necessary to take special measures to prevent burn-through of molten metal. Disappear.

上述の如く、当材13を利用して橋絡を形成するために
は、当材13における下方鉄筋12の周方向の両端部が鉄筋
12の軸心となす中心角度θが30゜以上であることが必要
である。但し、当材が大きすぎる場合にはエンクローズ
アーク溶接中のスラグ21を開先外へ排出することが困難
となり、大規模なスラグ巻き込み及びこれに起因する融
合不良等の溶接欠陥を発生させ易くなる。このため、当
材13は中心角度θで被溶接鉄筋11,12の外周の約(150/3
60)゜以下の大きさの領域を覆う程度に止める。
As described above, in order to form the bridging using the bar 13, the both ends of the lower bar 12 of the bar 13 in the circumferential direction are rebar.
The central angle θ with the axis of 12 must be 30 ° or more. However, if this material is too large, it will be difficult to discharge the slag 21 during the enclosed arc welding out of the groove, and it is easy to cause welding defects such as large-scale slag entrainment and fusion failure resulting from this. Become. For this reason, this material 13 has a center angle θ of about 150 (150/3) of the circumference of the rebars 11 and 12 to be welded.
Stop so that it covers an area of 60) ° or less.

また、上鉄筋11と当材13との間隔d(mm)は、2乃至D/
2mmとすることが好ましい。但し、D(mm)は上鉄筋11
と下鉄筋12との間の間隔である。dが2mm未満である
と、スラグ21の逃げが悪くなり、スラグの巻き込みが発
生しやすい。また、スラグ21を排出するために高度の技
能及び溶接条件の厳格な監視が必要となる。一方、dが
D/2を超えると、溶融金属20による橋絡部が形成され難
い。このため、継手が完成しない。
The distance d (mm) between the upper reinforcing bar 11 and the material 13 is 2 to D /
It is preferably 2 mm. However, D (mm) is the upper rebar 11
And the lower rebar 12 is the distance. When d is less than 2 mm, the escape of the slag 21 becomes poor and the slag is apt to be caught. Moreover, in order to discharge the slag 21, a high degree of skill and strict monitoring of welding conditions are required. On the other hand, d is
If it exceeds D / 2, it is difficult to form a bridging portion by the molten metal 20. Therefore, the joint is not completed.

なお、溶接施工上、当材13の内周面と、鉄筋12の外周面
が同一の曲率で湾曲し、当材13が鉄筋12に対し、前述の
中心角度θの範囲で全面的に接触することが理想的であ
る。しかし、第5図(a)に示すように、下方鉄筋12の
直径が大きくて、当材13の中央部と鉄筋12との間に間隙
aが形成される場合と、第5図(b)に示すように、下
方鉄筋12の直径が小さくて、当材13の両端部が鉄筋12の
周面からbの間隔で離隔する場合がある。この場合に
も、aは約2mm以下、bは2乃至3mmとすれば、当材13の
全面で下方鉄筋12に接触したのと同様の効果が得られ
る。これにより、断面直径が異なる鉄筋毎に専用の当材
13を用意するという煩雑さを回避することができる。
Incidentally, in welding, the inner peripheral surface of the material 13 and the outer peripheral surface of the rebar 12 are curved with the same curvature, and the material 13 is in full contact with the rebar 12 within the range of the central angle θ described above. Is ideal. However, as shown in FIG. 5 (a), the case where the diameter of the lower reinforcing bar 12 is large and a gap a is formed between the central portion of the bar 13 and the reinforcing bar 12, and FIG. 5 (b). In some cases, the lower rebar 12 has a small diameter, and both ends of the bar 13 are separated from the peripheral surface of the rebar 12 by a distance b as shown in FIG. Also in this case, if a is about 2 mm or less and b is 2 to 3 mm, the same effect as contacting the lower reinforcing bar 12 on the entire surface of the material 13 can be obtained. As a result, a dedicated material for each rebar with different cross-sectional diameter
The complexity of preparing 13 can be avoided.

また、上,下鉄筋11,12の接合面により規定される開先
間隔は、その鉄筋11,12の直径に応じて設定することが
好ましい。開先間隔が狭すぎる場合は、運棒操作が困難
となり、溶け込み不良及びスラグ巻き込みの原因となる
ので、クランパ30を緩めて鉄筋11,12間を引離すか、又
は鉄筋の接合面を再加工することにより、開先空間を適
正にする。一方、開先間隔が広すぎる場合は、溶接棒の
消費量が多くなると共に溶接時間が長くなるので不経済
である。
Further, it is preferable that the groove interval defined by the joint surfaces of the upper and lower reinforcing bars 11 and 12 is set according to the diameter of the reinforcing bars 11 and 12. If the groove interval is too narrow, it may be difficult to operate the rod, which may cause poor penetration and slag inclusion.Therefore, loosen the clamper 30 to separate the reinforcing bars 11 and 12, or rework the joint surface of the reinforcing bar. By doing so, the groove space is made appropriate. On the other hand, if the groove interval is too wide, the consumption of the welding rod increases and the welding time increases, which is uneconomical.

この開先間隔を適正に保持するためには、前述の如く銅
当金14に切欠等を形成して、スケール22を設け、このス
ケール22を利用して開先間隔を調整すればよい。これに
より、作業が能率化される。しかしながら、標準間隔ゲ
ージを使用し、接合面間にこの標準間隔ゲージを挿入す
ることにより、開先間隔を調整することもできる。
In order to properly maintain this groove interval, it is sufficient to form a notch or the like in the copper metal 14 and provide the scale 22 as described above, and use this scale 22 to adjust the groove interval. This streamlines work. However, it is also possible to adjust the groove spacing by using a standard spacing gauge and inserting this standard spacing gauge between the mating surfaces.

鉄筋11,12の相互間の偏心が大きすぎると、治具のとり
付けが困難となり、またアンダーカット及びオーバーラ
ップの原因となる。従って、偏心が鉄筋11,12の公称直
径の1/10を超える場合には、鉄筋のクランプ調整器等を
併用して溶接治具を装着することが好ましい。
If the eccentricity between the reinforcing bars 11 and 12 is too large, it becomes difficult to mount the jig, and causes undercut and overlap. Therefore, when the eccentricity exceeds 1/10 of the nominal diameter of the reinforcing bars 11 and 12, it is preferable to mount the welding jig in combination with a reinforcing bar clamp adjuster or the like.

一方、接合しようとする鉄筋が相互に拘束されているよ
うな場合にはベンダー等適当な矯正手段を講じて、接合
面同士のずれを所定の範囲におさめる。
On the other hand, when the reinforcing bars to be joined are mutually restrained, an appropriate correction means such as a bender is taken to keep the displacement between the joined surfaces within a predetermined range.

なお、開先部の油脂・塗料・コンクリートミスト又は甚
だしい錆等のように、溶接に悪影響を及ぼす付着物はワ
イヤブラシ又はグラインディングにより除去することが
好ましい。
It should be noted that it is preferable to remove deposits such as oil / fat, paint, concrete mist, or severe rust on the groove portion, which adversely affect welding by using a wire brush or grinding.

また、施工の目的に応じて被覆アーク溶接棒以外の溶接
手段を使用した施工法により溶接することもできる。例
えば、施工を一層高能率化させるためには、消耗電極送
給式ガスシールドアーク溶接を使用すれば、その電極ワ
イヤ溶融特性から被覆アーク溶接の約1/2〜1/3の溶接時
間で施工することが可能である。但し、適当な防風手段
を設けて完全なシールド状態をつくる必要があることは
勿論である。
Also, welding can be performed by a construction method using a welding means other than the covered arc welding rod depending on the purpose of construction. For example, in order to make the work even more efficient, if consumable electrode-fed gas shielded arc welding is used, the welding time is about 1/2 to 1/3 that of covered arc welding due to its electrode wire melting characteristics. It is possible to However, it is needless to say that it is necessary to provide an appropriate windproof means to create a perfect shield state.

また、当材13の形状は上記実施例のように、鉄筋11,12
への当接面が湾曲して凹みを有し、その裏面が平面状で
ある場合に限らず、例えば、円筒の一部を切り欠いたよ
うに一定厚さで湾曲したものでもよい。
Further, the shape of the material 13 is, as in the above embodiment, the reinforcing bars 11, 12
The contact surface with respect to is curved and has a recess, and the back surface thereof is not limited to a flat surface, but may be curved with a constant thickness, for example, by cutting a part of a cylinder.

次に、本発明の実施例装置により実際にI開先の立向溶
接を実施した結果について説明する。
Next, the result of the vertical welding of the I-groove actually carried out by the apparatus of the embodiment of the present invention will be described.

使用鉄筋;SD35,SD40(JIS) 鉄筋形状;JIS G3112(鉄筋コンクリート用棒鋼) 鉄筋径 ;D21及びD38 溶接棒 ;SD35の場合は、JISD5816を使用 SD40の場合は、JISD7016を使用 開先間隔;D22の場合は10mm及び14mm、D38の場合は12mm
及び16mm 当 材;幅が25mm、長さが20mm、厚さが10mmのSM41材
(JIS) 溶接電流;D38の場合は150乃至170A、D22の場合は120乃
至130A この溶接条件により溶接した場合に得られた溶接部の特
性を下記第1表に示す。
Used reinforcing bar; SD35, SD40 (JIS) Reinforcing bar shape; JIS G3112 (Steel bar for reinforced concrete) Reinforcing bar diameter; D21 and D38 Welding bar; For SD35, use JISD5816 For SD40, use JISD7016 For groove spacing; D22 In case of 10mm and 14mm, in case of D38 it is 12mm
And 16 mm material; width 25 mm, length 20 mm, thickness 10 mm SM41 material (JIS) Welding current; D38: 150 to 170 A, D22: 120 to 130 A When welding under these welding conditions The characteristics of the obtained welds are shown in Table 1 below.

いずれも十分な強度及び延性を有する。 Both have sufficient strength and ductility.

また、下記第2表は直径がD41の鉄筋を使用して、本発
明の実施例により溶接した場合と、従来例により溶接し
た場合とについてその溶接結果を両者を比較して示す。
Further, Table 2 below shows the welding results of the case where the reinforcing bars having a diameter of D41 are used for welding according to the embodiment of the present invention and the case where welding is performed according to the conventional example, by comparing the two.

この第2表から明らかなように、本実施例によれば、従
来例に比較して所要時間が略半減し、極めて高能率化さ
れた。
As is clear from Table 2, according to the present embodiment, the required time is approximately halved as compared with the conventional example, and the efficiency is extremely high.

また、上述の如く、接合面を水平にしてエンクローズア
ーク溶接することができるから、鉄筋の先組みに際し、
その方向性を考慮して鉄筋を組立てる必要はなく、従っ
て、迅速に先組みすることができ、先組工法のメリット
を十分に生かすことができる。また、鉄筋にはその軸方
向に実質的に垂直の接合面を形成すればよいから、開先
形状の形成が容易であると共に、切捨部が少ないから歩
留りが高い。
Further, as described above, since the joining surface can be horizontal and the enclosed arc welding can be performed, when the rebar is pre-assembled,
It is not necessary to assemble the reinforcing bar in consideration of its directionality, and therefore, it is possible to quickly assemble the rebars, and the advantages of the preassembly method can be fully utilized. Further, since it is sufficient to form a joint surface substantially perpendicular to the axial direction of the reinforcing bar, it is easy to form a groove shape and the yield is high because there are few cut-off portions.

[発明の効果] 本発明によれば、開先形状が被溶接材の軸方向に垂直の
I形であり、施工しようとする被溶接材軸に対する方向
性上の制約を受けないという利点がある。また、開先は
被溶接材軸に垂直であるから、例えば、鉄筋の入手のま
ま、又は高速切断若しくはガス切断のまま使用すること
ができ、加工が簡単である。
EFFECTS OF THE INVENTION According to the present invention, there is an advantage that the groove shape is an I-shape which is perpendicular to the axial direction of the material to be welded and there is no restriction on the directionality with respect to the axis of the material to be welded to be constructed. . Further, since the groove is perpendicular to the axis of the material to be welded, it can be used as it is, for example, as obtained from the reinforcing bar, or as it is at high speed cutting or gas cutting, and the processing is simple.

更に、溶接終了までスラグ除去が不要であり、また開先
面積が従来の70%と減少するので更に一層高能率で溶接
することができる。
Further, it is not necessary to remove the slag until the end of welding, and the groove area is reduced to 70% of the conventional one, so that welding can be performed with even higher efficiency.

更にまた、銅当金により被溶接材の側法部分が被覆され
ているから、溶融金属の溶落を確実に防止することがで
きると共に、高電流による溶接の高速化が可能であり、
また溶接部の外観も美麗になる。
Furthermore, since the lateral side portion of the material to be welded is covered with the copper metal, it is possible to reliably prevent the molten metal from being burned down, and it is possible to speed up the welding due to the high current,
In addition, the appearance of the welded part will be beautiful.

更にまた、接合しようとする鉄筋同士を引き寄せる必要
がなく、拘束された鉄筋の継手施工が可能である。
Furthermore, it is not necessary to draw the rebars to be joined together, and it is possible to construct a joint for the restrained rebars.

これらの結果、本発明によれば、建築現場での作業が極
めて高効率化され、低コストで溶接することができる。
As a result, according to the present invention, the work at the construction site can be made highly efficient, and welding can be performed at low cost.

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

第1図は本発明の実施例に係るエンクローズアーク溶接
装置を示す側面図、第2図は同じくその水平断面図、第
3図(a)乃至(e)はこの動作を示す模式図、第4図
はウィービング方法を示す模式図、第5図(a),
(b)は鉄筋の平面断面図、第6図は従来装置を示す側
面図、第7図は第6図のVII−VII線による断面図であ
る。 11,12;鉄筋、13;当材、14;銅当金、15;開先空間、30;ク
ランプ。
FIG. 1 is a side view showing an enclosed arc welding apparatus according to an embodiment of the present invention, FIG. 2 is a horizontal sectional view of the same, and FIGS. 3 (a) to 3 (e) are schematic views showing this operation. Fig. 4 is a schematic diagram showing the weaving method, Fig. 5 (a),
(B) is a plane sectional view of a reinforcing bar, FIG. 6 is a side view showing a conventional apparatus, and FIG. 7 is a sectional view taken along line VII-VII of FIG. 11,12; Reinforcing bar, 13; Material, 14; Copper metal, 15; Groove space, 30; Clamp.

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】棒状をなし、その接合面がその軸方向に実
質的に垂直の1対の被溶接材を、その接合面間に所定の
開先空間を設けて上下に配置し、前記接合面間でアーク
溶接するエンクローズアーク溶接装置において、前記開
先空間と上方及び下方の被溶接材の接合面とを含む接合
部の一部を覆い手前側の仕上側端に開口部を有する銅当
金と、前記開口部の背後にて下方の被溶接材の側面に接
触すると共に上方の被溶接材との間に所定の間隙を設け
て配設され前記開先空間の一部を囲む当材と、前記開口
部の背後の前記銅当金に取付けられ前記当材を下方被溶
接材に向けて押圧する押圧手段と、を有することを特徴
とするエンクローズアーク溶接装置。
1. A pair of materials to be welded, each of which has a rod-like shape and whose joint surface is substantially perpendicular to its axial direction, is vertically arranged with a predetermined groove space provided between the joint surfaces, In an enclosed arc welding apparatus for arc welding between surfaces, a copper having an opening at a finishing end on the front side which partially covers a joint portion including the groove space and joint surfaces of upper and lower workpieces. A metal contacting the side surface of the lower material to be welded behind the opening and the upper material to be welded behind the opening and surrounding a part of the groove space with a predetermined gap. An enclosing arc welding apparatus, comprising: a material; and a pressing unit that is attached to the copper metal plate behind the opening and presses the material toward a lower material to be welded.
【請求項2】前記銅当金の上端及び/又は下端に設けら
れ、夫々前記上方及び/又は下方の被溶接材をクランプ
可能のクランパを有することを特徴とする請求項1に記
載のエンクローズアーク溶接装置。
2. The enclosure according to claim 1, further comprising clampers which are provided at an upper end and / or a lower end of the copper plate and are capable of clamping the upper and / or lower workpieces, respectively. Arc welding equipment.
【請求項3】前記銅当金は前記当材を収納する収納部を
有し、前記押圧手段はこの収納部の前記銅当金の外側に
配設された操作機構と、前記収納部内に配設され前記操
作機構により動作して前記当材を被溶接材に押し付ける
押し付け機構とを有することを特徴とする請求項1又は
2に記載のエンクローズアーク溶接装置。
3. The copper metal block has a storage part for storing the metal plate, and the pressing means is disposed in the storage part and an operating mechanism arranged outside the copper metal plate of the storage part. The enclosing arc welding device according to claim 1 or 2, further comprising a pressing mechanism that is installed and operates by the operating mechanism to press the material against the material to be welded.
【請求項4】前記押し付け機構は前記銅当金に螺合する
螺棒であり、前記操作機構は前記螺棒の収納部外側の端
部に固定されたネジであることを特徴とする請求項1乃
至3のいずれか1項に記載のエンクローズアーク溶接装
置。
4. The pressing mechanism is a threaded rod screwed into the copper metal, and the operating mechanism is a screw fixed to an end of the threaded rod outside the housing. The enclosed arc welding device according to any one of 1 to 3.
【請求項5】前記銅当金の内面と、前記被溶接材との間
に所定の間隙を有することを特徴とする請求項1乃至4
のいずれか1項に記載のエンクローズアーク溶接装置。
5. A predetermined gap is provided between the inner surface of the copper metal and the material to be welded.
The enclosed arc welding device according to any one of 1.
【請求項6】前記当材と前記上方の被溶接材との間隙が
2mm以上であって、前記上方及び下方の被溶接材の接合
面間の間隔の1/2以下であることを特徴とする請求項1
乃至5のいずれか1項に記載のエンクローズアーク溶接
装置。
6. A gap between the material and the upper material to be welded is
It is 2 mm or more, and is 1/2 or less of the distance between the joint surfaces of the upper and lower welded materials.
The enclosure arc welding device according to any one of claims 1 to 5.
【請求項7】前記当材は前記下方の被溶接材の軸心に対
し中心角が30乃至150゜をなす領域で接触していること
を特徴とする請求項1乃至6のいずれか1項に記載のエ
ンクローズアーク溶接装置。
7. The material according to claim 1, wherein the material is in contact with the axial center of the lower material to be welded in a region having a central angle of 30 to 150 °. The enclosed arc welding device described in.
JP1226088A 1988-01-22 1988-01-22 Enclosed arc welding equipment Expired - Lifetime JPH0761541B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1226088A JPH0761541B2 (en) 1988-01-22 1988-01-22 Enclosed arc welding equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1226088A JPH0761541B2 (en) 1988-01-22 1988-01-22 Enclosed arc welding equipment

Publications (2)

Publication Number Publication Date
JPH01186275A JPH01186275A (en) 1989-07-25
JPH0761541B2 true JPH0761541B2 (en) 1995-07-05

Family

ID=11800398

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1226088A Expired - Lifetime JPH0761541B2 (en) 1988-01-22 1988-01-22 Enclosed arc welding equipment

Country Status (1)

Country Link
JP (1) JPH0761541B2 (en)

Also Published As

Publication number Publication date
JPH01186275A (en) 1989-07-25

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