JPS6138044A - Iron wire clamp method and bolt - Google Patents

Iron wire clamp method and bolt

Info

Publication number
JPS6138044A
JPS6138044A JP15929084A JP15929084A JPS6138044A JP S6138044 A JPS6138044 A JP S6138044A JP 15929084 A JP15929084 A JP 15929084A JP 15929084 A JP15929084 A JP 15929084A JP S6138044 A JPS6138044 A JP S6138044A
Authority
JP
Japan
Prior art keywords
reinforcing bars
tightening bolt
reinforcing
pressure
bolt
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP15929084A
Other languages
Japanese (ja)
Other versions
JPH054188B2 (en
Inventor
一郎 大井
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.)
NIPPON GAS ASSETSU KK
Original Assignee
NIPPON GAS ASSETSU KK
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 NIPPON GAS ASSETSU KK filed Critical NIPPON GAS ASSETSU KK
Priority to JP15929084A priority Critical patent/JPS6138044A/en
Publication of JPS6138044A publication Critical patent/JPS6138044A/en
Publication of JPH054188B2 publication Critical patent/JPH054188B2/ja
Granted legal-status Critical Current

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  • Pressure Welding/Diffusion-Bonding (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 「産業上の利用分野J この発明は、鉄筋コンクリート用棒鋼などのガス圧接に
おいて、鉄筋を圧接器ヘクランプするための方法とその
締付ボルトに関するものである。
DETAILED DESCRIPTION OF THE INVENTION "Industrial Field of Application J This invention relates to a method for clamping reinforcing bars to a pressure welder in gas pressure welding of steel bars for reinforced concrete, and a tightening bolt thereof.

「従来の技術」 周知の如く、今日、鉄筋の接合はほとんどガス圧接法忙
よるもので、この方法は、接合せんとする2本の鉄筋端
面間に所定の押し付は圧力を加えながら、そのつき合せ
部及びその周辺を酸素・アセチレン炎で加熱し、温度の
上昇と共にアプセットを進行させて、所定の膨らみに達
した時点で接合を完了するものである。
``Prior Art'' As is well known, most of the joining of reinforcing bars today is done by gas pressure welding, which involves applying pressure to the ends of two reinforcing bars to be joined. The mating part and its surroundings are heated with an oxygen/acetylene flame, and as the temperature rises, upsetting progresses, and the joining is completed when a predetermined bulge is reached.

「発明が解決しようとする問題点」 鉄筋を圧接するためKは鉄筋を圧接器の支持駒に強力に
把持する必要があるわけで、鉄筋を把持する支持駒には
締付ポル)f設け、締付ボルトの把持部と反対側の内壁
との間に鉄筋を把持し、締付ボルトを螺進させることに
よって鉄筋を締付けて圧接器の支持駒の把持部と鉄筋と
を一体化し、圧接器の可動支持駒に外部から油圧を作用
させて固定支持駒に向って押し進め、可動支持駒及び固
定支持駒釦それぞれ固定された2本の鉄筋端面を互に押
し付ける機構となってhる。
``Problem to be solved by the invention'' In order to pressure-weld the reinforcing bars, it is necessary for K to strongly grip the reinforcing bars on the support piece of the press-welding device, so the support piece that grips the reinforcing bars is provided with a tightening pole). The reinforcing bar is held between the gripping part of the tightening bolt and the inner wall on the opposite side, and the reinforcing bar is tightened by threading the tightening bolt to integrate the gripping part of the support piece of the pressure welder with the reinforcing bar. The mechanism is such that hydraulic pressure is applied to the movable support piece from the outside to push it forward toward the fixed support piece, and the end faces of the two reinforcing bars to which the movable support piece and the fixed support piece buttons are respectively fixed are pressed against each other.

このように鉄筋端面同士を強く(鉄筋の公称断面積当F
、4〜5〜’w” )押し付けても、鉄筋と圧接器との
一体化が失なわれない(つまり鉄筋と締付ボルト先端部
との間がスリップしない)ためには、可動支持駒に締付
ボルトをかなり強い力で締め付ける必要があるわけで、
このため鉄筋表面には締付キズ(通称チャックキズ)を
生ずる。そして2本の鉄筋の継手部に引張りあるいは曲
は応力が作用すると、このキズが応力集中個所となり、
ここから破断する場合が少なくない。
In this way, the end faces of the reinforcing bars are strengthened (F per nominal cross-sectional area of the reinforcing bars)
, 4~5~'w'') In order to maintain the integrity of the reinforcing bar and the pressure welding device (in other words, to prevent slipping between the reinforcing bar and the tip of the tightening bolt) even when the reinforcing bar is pressed, it is necessary to It is necessary to tighten the tightening bolt with a fairly strong force.
This causes tightening scratches (commonly known as chuck scratches) on the surface of the reinforcing steel. When tensile or bending stress is applied to the joint of two reinforcing bars, these scratches become stress concentration points,
There are many cases where it breaks from this point.

一方最近の市販鉄筋はほとんどが電炉製であり、高炉製
のものと比べると、品質のバラツキ範囲が広く、切欠き
感受性の高いものも少なくなく、上述のチャックキズの
問題は一層切実でこれがガス圧接法の欠点の一つとして
長年の間問題視されて来たところである。
On the other hand, most commercially available rebars these days are made from electric furnaces, and compared to those made from blast furnaces, the quality varies widely and many are more sensitive to notches, making the problem of chuck scratches mentioned above even more acute. This has been viewed as a problem for many years as one of the drawbacks of the pressure welding method.

そこでこれまでは第1図A、に、B、Bl、C。So, up until now, we have shown A, B, Bl, and C in Figure 1.

C’、D 、 D’等に示す如く、応力集中を軽減させ
るために、締付ボルト先端を稲々の形状にしたものが考
案され実用化されている。
As shown in C', D, D', etc., tightening bolts in which the tips of the bolts are shaped like rice grains have been devised and put into practical use in order to reduce stress concentration.

しかしこれらはいずれにしても、締付ボルト先端を鉄筋
表面に喰い込ませ、そのことによって剪断力による鉄筋
とボルト間のすべりを防止していることに変わりはない
わけで、応力集中となるチャックキズ生成の問題は依然
として解決されてい′ない。
However, in any case, the tip of the tightening bolt bites into the surface of the reinforcing steel, thereby preventing slippage between the reinforcing steel and the bolt due to shear force, which causes stress concentration in the chuck. The problem of scratch formation remains unsolved.

「問題点を解決するための手段」 ところで鉄筋コンクリート用棒鋼はJISG3112に
より製造されており、その7.2.2に、「熱間圧延異
形棒鋼のふしは、全長にわたシはぼ一定間隔に分布し、
同一形状・寸法をもつもの」となってお)、また同じく
、7.2.6で、「熱間圧延異形棒鋼のふしの高さは表
4のとおりとする」と夫々規制されている。
``Means for solving the problem'' By the way, steel bars for reinforced concrete are manufactured according to JIS G3112, and in 7.2.2 of the same, it is stated that ``the edges of hot-rolled deformed steel bars are distributed at approximately constant intervals along the entire length.'' death,
Similarly, 7.2.6 stipulates that ``the height of the top of hot-rolled deformed steel bars shall be as shown in Table 4.''

そして現実には、鉄筋のふしの形状は大別して、鉄筋軸
に直角なふしを有する通称「竹ふし」のものと、鉄筋軸
に斜めのふしを有するもの(例えばデーコン−商品名−
)とがある。そして最近の主流をなす電炉鉄筋のふしの
形状は竹ふしである。
In reality, the shape of the reinforcing bars can be roughly divided into two types, commonly known as ``bamboo lashes,'' which have ridges perpendicular to the reinforcing bar axis, and those with ridges that are diagonal to the reinforcing bar axis (for example, Decon (product name)).
). The shape of the lid of electric furnace reinforcing bars that has become mainstream these days is bamboo.

そこで市販電炉鉄筋の2,3につきこれらのふしく竹ふ
し)形状を実測した結果、ふし間の平坦部の寸法はD1
9〜D32では9〜14m(但し14■が多い)、ふし
の高さは、D25で大体1゜5、、D32では1.5〜
2.5m程度であった(締付ボルトの径は25m)。
Therefore, as a result of actually measuring the shape of two or three commercially available electric furnace rebars, we found that the dimension of the flat part between the ribs was D1.
9-14m for 9-D32 (however, 14cm is common), the height of the handle is approximately 1°5 for D25, and 1.5-1.5m for D32.
It was about 2.5 m (the diameter of the tightening bolt was 25 m).

「問題点を解決するための手段」 本発明は、以上のような事情に鑑みて、締付ボルトの先
端部外周面を鉄筋の竹ふしの立上り側面の形状に沿う傾
斜面に面取多形成し、この先端部を鉄筋の竹ふしの間に
挿入することによ)、鉄筋端面間に押し付は力Fを働か
せた場合、鉄筋と締付ボルト先端部との間に作用する剪
断力を、ふしの側面部へのボルトの押し付は力として、
スリップを防止するように構成したものである。
"Means for Solving the Problems" In view of the above-mentioned circumstances, the present invention provides a structure in which the outer circumferential surface of the tip of the tightening bolt is multi-chamfered into an inclined surface that follows the shape of the rising side surface of the bamboo sash of the reinforcing bar. By inserting this tip between the bamboo ties of the reinforcing bar), when force F is applied between the end faces of the reinforcing bar, the shearing force acting between the reinforcing bar and the tip of the tightening bolt is , the bolt is pressed against the side of the lid as a force,
It is constructed to prevent slipping.

「作 用」 このように、この発明の締付ボルト先端部は、鉄筋表面
に喰い込ませるものではないから、平坦でよく、またそ
の締付は力は、剪断力が働いた際、締付ボルトが接して
いる鉄筋のふしの山を乗り越えさえしなければよいわけ
であるから、それ程強力に締め付ける必要はない。また
、たとえ強力和締め付けたとしても、鉄筋表面は平坦な
締付ボルト先端部に押し付けられるわけであるから、応
力集中源となるようなノツチは全く出来ない。
``Function'' As described above, the tip of the tightening bolt of the present invention is not cut into the surface of the reinforcing steel, so it can be flat, and the tightening force is determined by the tightening force when shearing force is applied. There is no need to tighten the bolts as strongly as you don't have to go over the top of the reinforcing bar that the bolts are in contact with. Furthermore, even if the reinforcing bar is tightened strongly, the surface of the reinforcing bar is pressed against the flat tip of the tightening bolt, so there is no possibility of creating a notch that could become a source of stress concentration.

なお、ボルト先端部の平坦な部分からの立ち上シ部には
適尚な面取りがしてあり、ふしにボルトが押し付けられ
た時、ふしのつけ根部へは喰い込みが生じないようにし
であることは勿論である。
In addition, the part of the bolt tip that rises from the flat part is chamfered appropriately to prevent digging into the base of the bolt when the bolt is pressed against the bolt. Of course.

「実 施例」 第1図A 、 A’、B、B“、C、C’、 D 、 
D−等はいずれも従来のチャック方式に使用している締
付ボルトの種類を例示したものであるが、この方式の締
付ボルトは、鉄筋のふしの形状及び取付は装置などに全
く制約がないという利点があるのに対して、この発明は
竹ふし形の鉄筋にしか適用できない。しかし、現状は#
1とんどが電炉製鉄筋が、それらは竹ふし形状であるか
ら、竹ふしでなければ適用できないという後者の欠点は
、実用上さした揮するものである。
"Example" Figure 1 A, A', B, B'', C, C', D,
D-, etc. are all examples of the types of tightening bolts used in the conventional chuck method, but the tightening bolts of this method have no restrictions on the shape of the reinforcing bar and the installation of the reinforcing bar. However, this invention can only be applied to bamboo-shaped reinforcing bars. However, the current situation is #
Most of the reinforcing bars are made by electric furnaces, but they are shaped like bamboo spools, so the latter disadvantage of being applicable only to bamboo spools is of great practical importance.

第2図A 、 A’、第3図及び第4図はこの発明によ
る締付ボルト、この締付ボルトによる鉄筋圧接工程の説
明図及び可動支持駒を示すものである。
Figures 2A and A', Figures 3 and 4 show a tightening bolt according to the present invention, an explanatory diagram of a reinforcing bar pressure welding process using the tightening bolt, and a movable support piece.

鉄筋の把持は固定側も可動側も同一で、lは圧接器の鉄
筋を把持する支持駒に設けた締付ボルトであり、2はこ
の締付ポル)1の先端部外周面に形成した接続されるべ
き鉄筋4の外周面の竹ふし5の立、上り側面6の形状に
沿うように面取りした傾斜面であシ、その端面は平坦面
3となっている。
Gripping of reinforcing bars is the same on both the fixed side and the movable side, l is a tightening bolt provided on the support piece that grips the reinforcing bars of the pressure welder, and 2 is a connection formed on the outer peripheral surface of the tip of this tightening bolt (1). It is a sloped surface chamfered to follow the shape of the upright and ascending side surfaces 6 of the bamboo fence 5 on the outer peripheral surface of the reinforcing bar 4 to be reinforced, and its end surface is a flat surface 3.

この締付ボルト1を竹ふし5と5の間に挿入し、その千
渾面3を鉄筋4の外周面に接触させる。そのことにより
、締付ボルト1の傾斜面2は鉄筋4の竹ふし5の立上り
側面6に当ることにより、それ以上のスリップは発生し
ない。このような形で鉄筋とその支持駒(可動支持駒7
及び固定支持駒8)が一体化された状態で外部から油圧
装置9の油圧を可動支持駒7側に作用させて可動支持駒
7の鉄筋4ft固定支持駒8の鉄筋41に押し付け、そ
のつき合せ部を酸素eアセチレンガス炎で加熱して両鉄
筋4.4′をガス圧接するもので、圧接が終了すると消
火し、圧接部を冷却させて作業を終了する。
This tightening bolt 1 is inserted between the bamboo fences 5 and 5, and its rounded surface 3 is brought into contact with the outer circumferential surface of the reinforcing bar 4. As a result, the inclined surface 2 of the tightening bolt 1 comes into contact with the rising side surface 6 of the bamboo sash 5 of the reinforcing bar 4, and no further slip occurs. In this way, the reinforcing bars and their support pieces (movable support piece 7)
and the fixed support piece 8) are integrated, the hydraulic pressure of the hydraulic system 9 is applied from the outside to the movable support piece 7 side to press the reinforcing bar 4ft of the movable support piece 7 against the reinforcing bar 41 of the fixed support piece 8, and the abutment is made. Both reinforcing bars 4 and 4' are welded under gas pressure by heating the part with an oxygen e-acetylene gas flame. When the welding is completed, the fire is extinguished and the welded part is cooled to complete the work.

「効 果J 以上述べた如く本発明の圧接方法によれば鉄筋の外周面
にチャックキズの生成が確実に防止できるという極めて
重要な利点を有し、しかも、鉄筋を把持する支持駒には
何等の変更をも要せず、単に締付ボルト先端部の形状を
従来本式のものより簡単な形に変更するのみにてガス圧
接継手の信頼性を一層向上することができるので極めて
貢献度の大きいものである。
"Effect J" As stated above, the pressure welding method of the present invention has the extremely important advantage of reliably preventing the formation of chuck scratches on the outer circumferential surface of reinforcing bars. The reliability of gas pressure welding joints can be further improved by simply changing the shape of the tip of the tightening bolt to a simpler shape than that of the conventional main type, without requiring any changes. It's big.

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

第1図A及びA1は、従来の締付ボルトの正面図及び端
面図、第1図B及びB’は従来の締付ボルトの他例の正
面図及び端面図、第1図C及びC1は従来の締付ボルト
の他例の正面図及び端面図、第2図A及びA1はこの発
明の締付ボルトの正面図及び端面図、第3図はこの発明
によシ固定鉄筋に可動鉄筋を圧接する方法の説明図、第
4図は可動支持駒の側面図である。 1  : 締付ボルト 2  : 締付ボルトの面取りした傾斜面3  : 締
付ボルトの平坦面 414’:鉄筋 5  : 可動鉄筋の竹ふし 6  : 竹ふしの立上り側面 7  : 可動支持駒 8  : 固定支持駒 9  : 油圧装置 特許出願人  日本ガス圧接株式会社 代 理 人  井  上  重  ま ;・、′・第2
図A 第2図A′ 手続補正書 1.事件の表示 昭和59年 特杆 願第159290号日本ガス圧接株
式会社 4、代 理 人 5、補正命令の日イ寸  昭和59年11月27日(発
送日)7、補正の内容  別紙のとおり 工、特許請求の範囲を次のように補正する。 (1)  圧接すべき2本の鉄筋の一方を固定駒に、他
方を可動駒に取り付け、この可動駒に油圧を作用させて
可動駒を固定駒に押し進めることにより2本の鉄筋端面
間に加圧力を加えながらつき合せそのつき合せ部を酸素
中アセチレン炎で加熱して接合するガス圧接法において
、上記の可動駒に取り付けられている鉄筋クランプ用締
付ボルトを鉄筋のふし間に挿入し、前記の鉄筋端面間の
押し付は力により鉄筋と締付ボルト先端部との間に働く
剪断力を、鉄筋のふしで支えることを特徴とする鉄筋の
クランプ方法。 (2)圧接器の支持駒の鉄筋を把持する部分に設けてあ
って、先端部外周面に鉄筋の竹ふしの立上り面の形状に
沿うように面取りした傾斜面を設けた締付ボルト。 2 明細書第6頁下から2行目の[・・e電炉製鉄筋が
、」の字句を、「・−・・電炉製鉄筋で、」と補正する
。 3、添付図面[第1図A’Jを「第1図B」に、「第1
図B」を「第1図C」に、「第1図B’Jを「第1図D
」に、「第1図C」を「第1図E」に、「第1図C’J
を「第1図F」に、「第1図D」を「第1図G」に、「
第1図D’Jを「第1図H」に、「第2図AI Jを「
第2図B」にそれぞれ補正する。 トの正面図及び端面図、第3図はこの発明により固定鉄
筋に可動鉄筋を圧接する方法の説明図、第4図は可動支
持駒の側面図である。 l  : 締付ボルト 2  : 締付ボルトの面取りした傾斜面3  : 締
付ポルトの平坦面 4 g 4’ :鉄筋 5  : 可動鉄筋の竹ふし 6  : 竹ふしの立上り側面 7  : 可動支持駒 8  : 固定支持駒 9  : 油圧装置
Figures 1A and A1 are a front view and an end view of a conventional tightening bolt, Figures 1B and B' are a front view and an end view of another example of a conventional tightening bolt, and Figures 1C and C1 are a front view and an end view of a conventional tightening bolt. A front view and an end view of another example of the conventional tightening bolt, FIGS. 2A and A1 are a front view and an end view of the tightening bolt of the present invention, and FIG. FIG. 4, which is an explanatory diagram of the press-contacting method, is a side view of the movable support piece. 1: Tightening bolt 2: Chamfered inclined surface of the tightening bolt 3: Flat surface 414' of the tightening bolt: Reinforcing bar 5: Bamboo siding of movable reinforcing bar 6: Rising side of the bamboo siding 7: Movable support piece 8: Fixed support Piece 9: Hydraulic device patent applicant Japan Gas Pressure Welding Co., Ltd. Agent Shigema Inoue ;・,′・2nd
Figure A Figure 2 A' Procedural amendment 1. Indication of the case 1982 Special Application No. 159290 Nippon Gas Pressure Welding Co., Ltd. 4, Agent 5, Date of amendment order November 27, 1980 (shipment date) 7, Contents of amendment As shown in the attached sheet , amend the claims as follows. (1) One of the two reinforcing bars to be welded is attached to a fixed piece and the other to a movable piece, and by applying hydraulic pressure to the movable piece and pushing the movable piece towards the fixed piece, a force is applied between the end faces of the two reinforcing bars. In the gas pressure welding method, which involves applying pressure and heating the mating part with an acetylene flame in oxygen, the reinforcing bar clamp tightening bolt attached to the movable piece is inserted between the gaps of the reinforcing bars. A method for clamping reinforcing bars, characterized in that the shearing force exerted between the reinforcing bars and the tip end of the tightening bolt is supported by the reinforcing bars by means of the pressing between the end faces of the reinforcing bars. (2) A tightening bolt that is installed in the part of the support piece of the pressure welder that grips the reinforcing bars, and has an inclined surface chamfered on the outer circumferential surface of the tip part so as to follow the shape of the rising surface of the bamboo fence of the reinforcing bars. 2. In the second line from the bottom of page 6 of the specification, the phrase [...e electric furnace steel bars,'' is amended to read, "...electric furnace steel bars." 3. Attached drawings [Figure 1 A'J has been changed to ``Figure 1 B,''
"Figure B" to "Figure 1 C" and "Figure 1 B'J" to "Figure 1 D."
", "Fig. 1 C" to "Fig. 1 E", "Fig. 1 C'J
to "Fig. 1 F", "Fig. 1 D" to "Fig. 1 G", "
Change Figure 1 D'J to ``Figure 1 H'' and ``Figure 2 AI J to ``Figure 1 H.''
Figure 2B" respectively. FIG. 3 is an explanatory diagram of a method of press-contacting a movable reinforcing bar to a fixed reinforcing bar according to the present invention, and FIG. 4 is a side view of a movable support piece. l: Tightening bolt 2: Chamfered inclined surface of the tightening bolt 3: Flat surface of the tightening port 4 g4': Reinforcement bar 5: Bamboo sash of movable reinforcing bar 6: Rising side of the bamboo sash 7: Movable support piece 8: Fixed support piece 9: Hydraulic system

Claims (2)

【特許請求の範囲】[Claims] (1)圧接すべき2本の鉄筋の一方を固定駒に、他方を
可動駒に取り付け、この可動駒に油圧を作用させて可動
駒を固定駒に押し進めることにより2本の鉄筋端面間に
加圧力を加えながらつき合せそのつき合せ部を酸素・ア
セチレン炎で加熱して接合するガス圧接法において、上
記の可動駒に取り付けられている鉄筋クランプ用締付ボ
ルトの先端部を平担として鉄筋のふし間に挿入し、前記
の鉄筋端面間の押し付け力により鉄筋と締付ボルト先端
部との間に働く剪断力を、鉄筋のふしで支えることを特
徴とする鉄筋のクランプ方法。
(1) Attach one of the two reinforcing bars to be pressure-welded to a fixed piece and the other to a movable piece, and apply hydraulic pressure to the movable piece to push the movable piece toward the fixed piece to apply pressure between the end faces of the two reinforcing bars. In the gas pressure welding method, which involves applying pressure and heating the mating part with an oxygen/acetylene flame, the reinforcing bars are joined by flattening the tip of the reinforcing bar clamp bolt attached to the movable piece mentioned above. A method for clamping reinforcing bars, which comprises inserting the reinforcing bars between the ties and supporting the shearing force acting between the reinforcing bars and the tip end of the tightening bolt due to the pressing force between the ends of the reinforcing bars, using the ties of the reinforcing bars.
(2)圧接器の支持駒の鉄筋を把持する部分に設けてあ
つて、先端部外周面に鉄筋の竹ふしの立上り面の形状に
沿うように面取りした傾斜面と端面に平坦部分とをそれ
ぞれ設けた締付ボルト。
(2) The support piece of the pressure welding device is provided at the part that grips the reinforcing bars, and the outer circumferential surface of the tip part is chamfered to follow the shape of the rising surface of the bamboo fence of the reinforcing bars, and the end face is provided with a flat part. Tightening bolt.
JP15929084A 1984-07-31 1984-07-31 Iron wire clamp method and bolt Granted JPS6138044A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15929084A JPS6138044A (en) 1984-07-31 1984-07-31 Iron wire clamp method and bolt

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15929084A JPS6138044A (en) 1984-07-31 1984-07-31 Iron wire clamp method and bolt

Publications (2)

Publication Number Publication Date
JPS6138044A true JPS6138044A (en) 1986-02-24
JPH054188B2 JPH054188B2 (en) 1993-01-19

Family

ID=15690561

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15929084A Granted JPS6138044A (en) 1984-07-31 1984-07-31 Iron wire clamp method and bolt

Country Status (1)

Country Link
JP (1) JPS6138044A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58157283U (en) * 1982-04-12 1983-10-20 株式会社須山工業所 Pressure welding device for reinforcing steel gas pressure welding

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58157283U (en) * 1982-04-12 1983-10-20 株式会社須山工業所 Pressure welding device for reinforcing steel gas pressure welding

Also Published As

Publication number Publication date
JPH054188B2 (en) 1993-01-19

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