JP2670909B2 - High-strength one-turn auxiliary bar and welding machine electrode for its production - Google Patents

High-strength one-turn auxiliary bar and welding machine electrode for its production

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Publication number
JP2670909B2
JP2670909B2 JP3030988A JP3098891A JP2670909B2 JP 2670909 B2 JP2670909 B2 JP 2670909B2 JP 3030988 A JP3030988 A JP 3030988A JP 3098891 A JP3098891 A JP 3098891A JP 2670909 B2 JP2670909 B2 JP 2670909B2
Authority
JP
Japan
Prior art keywords
strength
welding
wire
turn
auxiliary bar
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
JP3030988A
Other languages
Japanese (ja)
Other versions
JPH0699286A (en
Inventor
親治 坂田
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.)
Neturen Co Ltd
Original Assignee
Neturen Co 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 Neturen Co Ltd filed Critical Neturen Co Ltd
Priority to JP3030988A priority Critical patent/JP2670909B2/en
Publication of JPH0699286A publication Critical patent/JPH0699286A/en
Application granted granted Critical
Publication of JP2670909B2 publication Critical patent/JP2670909B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)
  • Wire Processing (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は鉄筋コンクリート造り
柱,梁等の剪断補強用として、所定長さの高強度線材を
使って突合せ溶接した高強度1ターン補助筋および当該
1ターン補助筋製造用溶接機の電極に関する。
FIELD OF THE INVENTION The present invention relates to a high-strength 1-turn auxiliary bar welded by butt welding using a high-strength wire rod having a predetermined length for shear reinforcement of reinforced concrete columns, beams, etc., and welding for manufacturing the 1-turn auxiliary bar. Machine electrodes.

【0002】[0002]

【従来の技術】鉄筋コンクリート造り柱,梁等に使われ
ている鉄筋籠は、主筋群および当該主筋群を囲繞する剪
断補強用の補助筋からなるが、当該鉄筋籠を形成する場
合の補助筋の使用形態としては、周知のように,形成さ
れる柱,梁等の形状に合わせて配置される所定長の主筋
群の周囲に、曲折成形した1ターンの補助筋を所定間隔
で軸線直角に複数巻き配設する場合、および長尺の線材
を連続的に曲折かつ多巻して螺旋状とし,これを所定ピ
ッチで主筋群のほぼ全長に配設する場合とがある。然
し、多巻き螺旋筋に比べて軽量な1ターンが配筋作業上
から好まれ、従来主流を占めていた。
2. Description of the Related Art Reinforcing bar cages used for reinforced concrete columns, beams, etc. consist of a group of main reinforcements and auxiliary reinforcements for shear reinforcement surrounding the main reinforcements. As is well known, as a well-known form, a plurality of bend-formed auxiliary turns of one turn are provided at predetermined intervals at right angles to the axis line around a main bar group of a predetermined length arranged according to the shape of a formed pillar, beam, etc. In some cases, the wire is wound, and in some cases, a long wire is continuously bent and wound multiple times to form a spiral, which is arranged at a predetermined pitch over substantially the entire length of the main bar group. However, one turn, which is lighter than the multi-turn spiral muscle, has been favored from the viewpoint of arranging work, and has been the mainstream in the past.

【0003】近来、上記補助筋としてPC鋼棒規格に規
定される鋼棒と同等の機械的性質を有する高強度線材を
使用すると、剪断終局耐力が向上することから、高強度
線材からなる補助筋の使用が増大しつつあり、当該剪断
終局耐力の向上がもたらす直接的な恩恵のみならず、副
次的な利点,即ち同一剪断終局耐力を得る場合に小径の
線径に置き換え可能となり、従って柱・梁等の仕上がり
断面寸法を小さくし得るなど,を得ている。この場合の
使用形態はもっぱら螺旋状での配筋である。何故なら
ば、高強度線材は素材線材に高強度を付与する手段とし
て熱処理に依存しているのが通例であり、1ターンの補
助筋とするために必須の溶接が熱処理で付与した高強度
線材の機械的性質を損なう怖れがあったからである。
Recently, when a high-strength wire having the same mechanical properties as a steel bar specified in the PC steel bar standard is used as the auxiliary bar, the ultimate shear strength is improved, so that the auxiliary bar made of the high-strength wire is used. The increase in the use of steel is increasing, and it is possible to replace not only the direct benefit of the improvement of the ultimate shear strength but also a secondary advantage, that is, a smaller diameter for obtaining the same ultimate shear strength, and thus the column・ We have obtained such things as the finished cross-sectional dimensions of beams can be reduced. In this case, the usage pattern is exclusively spiral arrangement. Because high-strength wire rods usually rely on heat treatment as a means of imparting high strength to the raw material wire rod, and the welding that is indispensable for forming one-turn auxiliary muscles is high-strength wire rods that have been applied by heat treatment. Because there was a fear of impairing the mechanical properties of.

【0004】さらに詳述すれば、通常の熱間圧延線材か
ら1ターンの補助筋を形成する場合の溶接機の電極は、
図1(a)に示す如く,r’,r’として示す相対向す
る2片からなる割型電極R’が用いられ、所定長さに切
断たした線材W’の両端それぞれを線材径に対応して設
けてある溝3’で緊締把持して突合せ溶接し、図1
(b)に1’として示す如き溶接バルジのある1ターン
に形成するが、熱間圧延線材自体の機械的性質が,例え
ば引っ張り強さ;60kgf/mm2の如く低いので、溶接時
の熱影響は全く問題にならない。
More specifically, the electrode of the welding machine in the case of forming a one-turn auxiliary bar from a normal hot-rolled wire is
As shown in FIG. 1 (a), a split type electrode R'consisting of two pieces shown as r'and r ', which are opposed to each other, is used, and both ends of a wire rod W'cut to a predetermined length correspond to the wire rod diameter. The groove 3'provided by the above is tightly gripped and butt welded.
Although it is formed in one turn with a welding bulge as indicated by 1'in (b), the mechanical properties of the hot-rolled wire itself are low, for example, tensile strength; 60 kgf / mm 2 , so the heat effect during welding Does not matter at all.

【0005】これに対し、厳重な管理下でのイン・ライ
ン焼き入れ・焼戻しを経ている高強度線材を、もし1タ
ーンの補助筋に形成するため溶接するとすれば、溶接時
には焼き入れ時と同等もしくはそれ以上の発熱を生じ、
付与した機械的性質に熱影響を及ぼすこととなる。これ
に対処すべく溶接部を再熱処理すればよいかも知れない
が、これに要する費用並びに手間は使用者である建設業
界にはとても受入れられる範囲ではない。従って、柱,
梁等に高い剪断終局耐力を要請される際は、上述の如く
専ら螺旋状補助筋による配筋に依らざるを得ないのが現
状であった。
On the other hand, if a high-strength wire that has undergone in-line quenching and tempering under strict control is to be welded in order to form an auxiliary bar for one turn, it is the same as during quenching during welding. Or more fever,
It will have a thermal effect on the imparted mechanical properties. It may be possible to reheat the weld to address this, but the cost and effort involved is not very acceptable to the user, the construction industry. Therefore, the pillar,
When high ultimate ultimate shear strength is required for beams and the like, the current situation is that the reinforcement of the spiral auxiliary muscles is exclusively used as described above.

【0006】然し乍ら、高い剪断終局耐力保持は耐震構
造として全ての柱,梁等に要請されるところであり、そ
のうえ配筋作業性並びに柱,梁等の仕上がり寸法の見地
からも高強度1ターン補助筋の出現が希求されるところ
であった。
However, high shear ultimate proof strength is required for all columns, beams, etc. as a seismic resistant structure, and in addition, in view of workability of bar arrangement and finished dimensions of columns, beams, etc. Was about to be sought after.

【0007】[0007]

【発明が解決しようとする課題】本発明は、高強度線材
を使用して溶接しても、溶接部の機械的性質に低下がな
い高強度1ターン補助筋を安価かつ簡易に提供すること
を課題とする。
SUMMARY OF THE INVENTION It is an object of the present invention to provide a high-strength one-turn auxiliary bar, which does not deteriorate the mechanical properties of a welded part, at low cost and easily even when welding is performed using a high-strength wire. It is an issue.

【0008】[0008]

【課題を解決するための手段】本願第1発明は、所定長
さに切断された高強度線材の両端を突合せ溶接してなる
高強度1ターン補助筋として、溶接部が溶接バルジの両
側に並行部方向へ傾斜する周方向均等な膨大部を有して
いることが特徴である。上記膨大部は、突合せ溶接時に
先端面ほど高温とはならない部分の線材が相寄る方向へ
の押圧力で謂わば温間圧造的に全周方向へ張出して形成
されたものである。従って、膨大部の存在によって、継
手面を面積上で,しかも熱処理された機械的性質を殆ど
損なわない温間圧造的な金属組織で劣化を補填する作用
がある。
According to the first invention of the present application, as a high-strength one-turn auxiliary bar formed by butt-welding both ends of a high-strength wire cut into a predetermined length, the welds are parallel to both sides of the welding bulge. It is characterized in that it has a swelled portion that is uniform in the circumferential direction and is inclined in the direction of the portion. The bulged portion is formed by so-called warm forging so as to bulge in the entire circumferential direction by the pressing force in the direction in which the wire rods in a portion that does not become as hot as the tip end face during butt welding are pushed together. Therefore, the presence of the bulging portion has the effect of compensating for the deterioration on the joint surface over the area and with the warm forging metal structure that hardly deteriorates the heat-treated mechanical properties.

【0009】本願第2発明は、高強度線材を素材として
使用し,突合せ溶接により第1発明の高強度1ターン補
助筋を製造する際に用いる溶接機の電極として、素材の
両端部をそれぞれ緊締把持する各電極が,それぞれ相対
向する2片からなる割型の場合において、線材の径に対
応して各片に設けられている所定寸法の線材把持用溝に
おける溶接方向側開口部に所定角度で端面方向へ拡開す
るテーパ部を設けてあることが特徴である。
The second invention of the present application uses high-strength wire as a raw material, and both ends of the raw material are tightened as electrodes of a welding machine used when manufacturing the high-strength one-turn auxiliary bar of the first invention by butt welding. In the case of a split mold in which each electrode to be gripped is composed of two pieces facing each other, a predetermined angle is formed at the welding direction side opening in the wire rod holding groove of a predetermined dimension provided in each piece corresponding to the diameter of the wire rod. The feature is that a taper portion that widens in the end face direction is provided.

【0010】即ち、線材把持用溝における溶接方向側開
口部に所定角度で端面方向へ拡開するテーパ部を設ける
ことによって、両電極を相寄る方向へ移動させて線材の
両端面を押圧・溶接するに際し、本願第1発明の特徴と
する膨大部の形成,かつ当該膨大部の全周方向への均等
張出し形成を確実に保証するする作用がある。このテー
パ部を設けず、かつ単に膨大部形成余裕間隔があるよう
両電極を所定押圧力で相寄る方向へ移動させても、膨大
部は線材両端面の切断形状によってある一方方向へのみ
座屈状態に形成される怖れがある。本発明にかかるテー
パ部はアンビルとして働く。
That is, by providing a taper portion that widens toward the end face at a predetermined angle in the opening on the welding direction side in the wire gripping groove, both electrodes are moved toward each other to press and weld both end faces of the wire. In doing so, there is an action of surely guaranteeing the formation of the enlarged portion, which is the feature of the first invention of the present application, and the uniform overhang formation of the enlarged portion in the entire circumferential direction. Even if both electrodes are moved toward each other with a predetermined pressing force without providing this tapered portion and there is a gap for forming the enlarged portion, the enlarged portion buckles only in one direction due to the cut shape of both end faces of the wire. There is a fear of being formed into a state. The tapered portion according to the present invention acts as an anvil.

【0011】[0011]

【実験例】供試材として高強度線材を用い、油圧カッタ
で切断した2部材の端面を本発明にかかる電極を装備し
た溶接機を用いて突き合わせ溶接し、得られた供試体を
各種試験に付した。その一部を以下に開示する。
[Experimental Example] A high-strength wire was used as a test material, and the end faces of two members cut by a hydraulic cutter were butt-welded using a welding machine equipped with the electrode according to the present invention, and the obtained test sample was subjected to various tests. Attached. Some of them are disclosed below.

【0012】a)供試体の作成 供試材:熱処理異形PC鋼棒 D種,線径 13.12mm 供試材(n=5)の機械的性質は表1のとおりである。A) Preparation of Specimen Specimen: Heat-treated deformed PC steel bar Class D, wire diameter 13.12 mm The mechanical properties of the specimen (n = 5) are shown in Table 1.

【0013】[0013]

【表1】 [Table 1]

【0014】溶接機:油圧式加圧バット溶接機 溶接電極:本発明電極を使用した。使用した割型電極の
一方片を図2に示す。rは割型電極の一方片であり、供
試材の線径に対応した所定深さに形成されている溝3の
溶接方向側開口部には所定角度で端面方向へ拡開するテ
ーパ部4がある。 溶接条件:溶接は表2に示す設定条件で実施した。
Welding machine: hydraulic pressure butt welding machine Welding electrode: The electrode of the present invention was used. One piece of the split type electrode used is shown in FIG. Reference numeral r denotes one piece of the split electrode, and a taper portion 4 that expands toward the end face at a predetermined angle is provided in the welding-side opening of the groove 3 formed to a predetermined depth corresponding to the wire diameter of the sample material. There is. Welding conditions: Welding was performed under the setting conditions shown in Table 2.

【0015】[0015]

【表2】 [Table 2]

【0016】以上に従って供試体を10本作成した。2
部材を溶接するにあたり、実用時に即して,それぞれの
両端面の切断痕が軸対称位置を取る如く位置させて電極
に把持させた。溶接時の最高温度を放射温度計で測定し
た。その平均値は986℃であった。尚、供試体個々の
最高温度は後記表3中に示す。
According to the above, ten test pieces were prepared. 2
When the members were welded, the electrodes were gripped by the electrodes so that the cut marks on both end faces were positioned so as to be axially symmetric, according to practical use. The maximum temperature during welding was measured with a radiation thermometer. The average value was 986 ° C. The maximum temperature of each sample is shown in Table 3 below.

【0017】b)上記に従って得た供試体No.1〜10
の全てには、図3に示される如く,直径;32.3mm,
巾;3.8mmの溶接バルジ1の両側それぞれに並行部方
向へ傾斜する,最大径;21mmで,長さ;9mmにわたる
膨大部2を備えた溶接部10が形成された。
B) Specimen Nos. 1 to 10 obtained as described above
All have a diameter of 32.3 mm, as shown in FIG.
A welded portion 10 was formed on each side of a welded bulge 1 having a width of 3.8 mm, which was inclined in the direction of the parallel portion and had an enlarged portion 2 having a maximum diameter of 21 mm and a length of 9 mm.

【0018】[0018]

【表3】 [Table 3]

【0019】上記によって得た各供試体を以下に示す確
性試験に付した。 (1)引張試験:各供試体をJIS規格に従った引張試
験に付し、機械的性質を調べた。試験では、全ての供試
体とも並行部で破断した。試験結果を表3として示す。
また、供試体No.1についての荷重伸び線図を図4とし
て例示する。
Each of the specimens obtained as described above was subjected to the following accuracy test. (1) Tensile test: Each specimen was subjected to a tensile test according to JIS standard to examine the mechanical properties. In the test, all specimens fractured in parallel. The test results are shown in Table 3.
In addition, a load elongation diagram for the sample No. 1 is illustrated in FIG.

【0020】表3に示される供試体の試験結果を供試材
の機械的性質を示す表1と比較する。降伏点応力および
引張強さに関し、供試体の数値は、供試材のそれに比べ
て殆ど変わらないことが確認された。また破断伸びはや
や低下が見られるものの,PC鋼棒JIS規格をクリア
している。
The test results of the specimen shown in Table 3 are compared with Table 1 showing the mechanical properties of the specimen. Regarding the yield stress and tensile strength, it was confirmed that the numerical values of the specimens were almost the same as those of the specimens. Although the elongation at break is slightly reduced, it has passed the JIS standard for PC steel bars.

【0021】(2)硬さ測定試験:供試体No.10の溶
接部を含んで半裁し、切断面をマイクロビッカース硬さ
試験(Load:500g)に付した。測定位置方向を
図5に矢印で示す。矢印に付した符号(a)〜(d)に
従うそれぞれの測定結果を図6の(a)〜(d)として
示す。各図の観察から、特徴的な点は軟化部(HV30
0)が膨大部に位置することと、溶接部10が全断面に
わたりほぼ一定の硬さ(HV500〜550)を維持し
ていることである。
(2) Hardness measurement test: Specimen No. 10 including the welded portion was half-cut and the cut surface was subjected to a micro Vickers hardness test (Load: 500 g). The measurement position direction is indicated by an arrow in FIG. The measurement results according to the symbols (a) to (d) attached to the arrows are shown as (a) to (d) in FIG. From the observation of each figure, the characteristic point is the softened part (HV30
0) is located in the enlarged portion, and the welded portion 10 maintains substantially constant hardness (HV500 to 550) over the entire cross section.

【0022】[0022]

【表4】 [Table 4]

【0023】(3)金属組織顕微鏡観察試験:供試体N
o.10の断面各位置を金属組織顕微鏡写真に撮って観察
した。観察結果を上記表4に示す。
(3) Metallographic Microscopic Observation Test: Specimen N
Each position of the cross section of o.10 was observed by taking a metallographic micrograph. The observation results are shown in Table 4 above.

【0024】上記実験結果から、本発明高強度1ターン
補助筋Hの膨大部にやや硬化した部分があるものの、膨
大部の断面積の大きさで強度の劣化を補填するので、溶
接部全体として素材高強度線材の有する機械的性質をほ
ぼ維持する高強度1ターン補助筋が得られることが確認
された。同時に、溶接機に使用した本発明にかかるテー
パ付き電極は溶接バルジの両側に周方向均等な膨大部を
容易に形成可能なことが確認された。
From the above experimental results, although the enlarged portion of the high-strength one-turn auxiliary muscle H of the present invention has a slightly hardened portion, the strength deterioration is compensated by the size of the cross-sectional area of the enlarged portion, so that the entire welded portion It was confirmed that a high-strength one-turn auxiliary muscle that substantially maintains the mechanical properties of the high-strength wire material was obtained. At the same time, it was confirmed that the tapered electrode according to the present invention used in the welding machine can easily form the bulged portions which are circumferentially uniform on both sides of the welding bulge.

【0025】本発明者は線径9.2mm,および11mmの高
強度線材を用いて上記同様な溶接実験を実施したが,い
ずれの実験も線径13mmで実施した上記の実験結果同様
の結果が得られ、本発明が線径の如何にかかわらず実施
可能であることが確認されている。
The present inventor carried out a welding experiment similar to the above using high-strength wire rods having wire diameters of 9.2 mm and 11 mm. It has been confirmed that the present invention can be carried out regardless of the wire diameter.

【0026】[0026]

【発明の効果】本発明によって建築、構築用の鉄筋籠は
高強度線材を用いた高強度1ターン補助筋で編成するこ
とが可能となり、剪断終局耐力の向上に資することとな
った。従って、従来同様の剪断終局耐力を設計する場合
には、線径の小さい補助筋で足りるので、柱・梁等の仕
上がり寸法を縮小可能となった。また、1ターンに溶接
するに際し、溶接機の電極を本発明にかかる電極に換え
るだけで、全く後処理の必要もないので、廉価で高強度
1ターン補助筋の製造・提供が可能である。
Industrial Applicability According to the present invention, a reinforcing bar cage for construction and construction can be knitted with a high-strength one-turn auxiliary bar using a high-strength wire, which contributes to the improvement of the ultimate shear strength. Therefore, when designing the same ultimate shear strength as in the prior art, auxiliary bars with a small wire diameter are sufficient, and the finished dimensions of columns, beams, etc. can be reduced. Further, when welding for one turn, only the electrode of the welding machine is changed to the electrode according to the present invention, and no post-treatment is required. Therefore, it is possible to manufacture and provide a high-strength one-turn auxiliary bar at low cost.

【0027】同時に、重量の嵩む主筋全長分を一度に扱
う高強度螺旋状補助筋に換えての軽量な高強度1ターン
補助筋による使用形態は、従来の熱間圧延材製1ターン
補助筋に慣れ親しんできた配筋作業者に従来どおりの手
法の踏襲を許すこととなり、作業性の容易さから賞用さ
れる。
At the same time, the use form of the lightweight high-strength 1-turn auxiliary bar replacing the high-strength spiral auxiliary bar that handles the entire length of the main bar, which is heavy, is the same as the conventional 1-turn auxiliary bar made of hot-rolled material. It will allow familiar bar operators to follow the conventional method, and will be prized for its ease of workability.

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

【図1】(a)は熱間圧延材を溶接して従来1ターン補
助筋を製造する状態を示す正面図であり、(b)は
(a)により得られた補助筋の溶接部の正面図である。
FIG. 1 (a) is a front view showing a state in which a conventional one-turn auxiliary bar is manufactured by welding a hot rolled material, and FIG. 1 (b) is a front view of a welded portion of the auxiliary bar obtained in (a). It is a figure.

【図2】本発明にかかる高強度1ターン補助筋製造用溶
接機の割型電極の1方片を示す平面図および側面図であ
る。
FIG. 2 is a plan view and a side view showing one side of the split electrode of the welding machine for producing a high-strength one-turn auxiliary bar according to the present invention.

【図3】本発明高強度1ターン補助筋の溶接部を示す正
面図である。
FIG. 3 is a front view showing a welded portion of the high-strength one-turn auxiliary muscle of the present invention.

【図4】高強度1ターン補助筋の溶接部引張試験におけ
る荷重伸び線図である。
FIG. 4 is a load elongation diagram in a welded portion tensile test of a high-strength one-turn auxiliary muscle.

【図5】高強度1ターン補助筋の溶接部硬さ測定位置を
示す軸線断面図である。
FIG. 5 is an axial cross-sectional view showing a weld hardness measurement position of a high-strength one-turn auxiliary muscle.

【図6】(a)〜(d)それぞれは図5に従った溶接部
縦断面および横断面各位置の硬さ測定結果を示す線図で
ある。
6 (a) to 6 (d) are diagrams showing hardness measurement results at respective positions of a longitudinal section and a transverse section of a welded portion according to FIG.

【符号の説明】[Explanation of symbols]

W...高強度線材 H...高強度1ターン補助筋 R...電極 r...割型電極の一方片 10..溶接部 1...溶接バルジ 2...膨大部 3...線材把持用溝 4...テーパ部 W. . . High-strength wire H. . . High-strength one-turn assist muscle R. . . Electrode r. . . One piece of split type electrode 10. . Weld 1. . . Welding bulge 2. . . Huge section 3. . . Groove for holding wire 4. . . Tapered part

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 所定長さに切断された高強度線材の両端
を突合せ溶接してなる1ターン補助筋の溶接部が溶接バ
ルジの両側に並行部方向へ傾斜する周方向均等な膨大部
を備えていることを特徴とする高強度1ターン補助筋。
1. A welded portion of a one-turn auxiliary bar formed by butt-welding both ends of a high-strength wire cut into a predetermined length is provided on both sides of a welding bulge with swelled portions uniformly inclined in the circumferential direction in the parallel direction. High-strength one-turn auxiliary muscle characterized by being.
【請求項2】 所定長さに切断された高強度線材の両端
を突合せ溶接して1ターンの補助筋とする場合に用いる
溶接機の各電極それぞれが,当該線材を緊締保持可能な
如く,相対向する2片からなる割型の場合において、線
材径に対応した所定寸法で設けられている各片の線材把
持用溝の溶接方向側開口部に所定角度で端面方向へ拡開
するテーパ部を設けてなることを特徴とする高強度1タ
ーン補助筋製造用溶接機の電極。
2. Each of the electrodes of the welding machine used when butt-welding both ends of a high-strength wire cut into a predetermined length to form an auxiliary bar for one turn, is relative to each other so that the wire can be clamped and held. In the case of a split mold composed of two facing pieces, a taper portion that widens in the end face direction at a predetermined angle is provided at the welding side opening of the wire gripping groove of each piece provided with a predetermined dimension corresponding to the wire diameter. An electrode of a welding machine for manufacturing a high-strength one-turn auxiliary bar, which is characterized by being provided.
JP3030988A 1991-02-26 1991-02-26 High-strength one-turn auxiliary bar and welding machine electrode for its production Expired - Lifetime JP2670909B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3030988A JP2670909B2 (en) 1991-02-26 1991-02-26 High-strength one-turn auxiliary bar and welding machine electrode for its production

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3030988A JP2670909B2 (en) 1991-02-26 1991-02-26 High-strength one-turn auxiliary bar and welding machine electrode for its production

Publications (2)

Publication Number Publication Date
JPH0699286A JPH0699286A (en) 1994-04-12
JP2670909B2 true JP2670909B2 (en) 1997-10-29

Family

ID=12319005

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3030988A Expired - Lifetime JP2670909B2 (en) 1991-02-26 1991-02-26 High-strength one-turn auxiliary bar and welding machine electrode for its production

Country Status (1)

Country Link
JP (1) JP2670909B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018185898A (en) * 2017-04-24 2018-11-22 矢崎総業株式会社 Electric wire and wire harness

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5212666B2 (en) * 1972-02-07 1977-04-08
JPH02241675A (en) * 1989-03-15 1990-09-26 Toyoda Gosei Co Ltd Manufacture of welded body

Also Published As

Publication number Publication date
JPH0699286A (en) 1994-04-12

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