JP2926303B2 - Rebar welding aid - Google Patents
Rebar welding aidInfo
- Publication number
- JP2926303B2 JP2926303B2 JP13328894A JP13328894A JP2926303B2 JP 2926303 B2 JP2926303 B2 JP 2926303B2 JP 13328894 A JP13328894 A JP 13328894A JP 13328894 A JP13328894 A JP 13328894A JP 2926303 B2 JP2926303 B2 JP 2926303B2
- Authority
- JP
- Japan
- Prior art keywords
- welding
- joint
- reinforcing bar
- rebar
- rebars
- 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
Links
- 238000003466 welding Methods 0.000 title claims description 151
- 230000003014 reinforcing effect Effects 0.000 claims description 76
- 238000003825 pressing Methods 0.000 claims description 27
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 34
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 24
- 229910002092 carbon dioxide Inorganic materials 0.000 description 17
- 239000001569 carbon dioxide Substances 0.000 description 17
- 239000000919 ceramic Substances 0.000 description 16
- 229910052742 iron Inorganic materials 0.000 description 12
- 239000002184 metal Substances 0.000 description 10
- 229910052751 metal Inorganic materials 0.000 description 10
- 238000000034 method Methods 0.000 description 9
- 238000005520 cutting process Methods 0.000 description 7
- 238000007689 inspection Methods 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000000463 material Substances 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 238000012986 modification Methods 0.000 description 4
- 230000004048 modification Effects 0.000 description 4
- 230000002093 peripheral effect Effects 0.000 description 4
- 125000006850 spacer group Chemical group 0.000 description 4
- 230000007547 defect Effects 0.000 description 3
- 230000002950 deficient Effects 0.000 description 3
- 238000005259 measurement Methods 0.000 description 3
- 239000002893 slag Substances 0.000 description 3
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 239000004927 clay Substances 0.000 description 2
- 229910052802 copper Inorganic materials 0.000 description 2
- 239000010949 copper Substances 0.000 description 2
- 230000001066 destructive effect Effects 0.000 description 2
- 230000000007 visual effect Effects 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000012790 confirmation Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- -1 copper Chemical compound 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
Landscapes
- Arc Welding In General (AREA)
- Butt Welding And Welding Of Specific Article (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、炭酸ガスシールドアー
ク溶接法による鉄筋の溶接に用いる溶接補助具に関する
ものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a welding aid used for welding reinforcing steel by a carbon dioxide shielded arc welding method.
【0002】[0002]
【従来の技術】従来、隣接する2本の鉄筋の相対向する
端部同志を炭酸ガス等を用いたガスシールドアーク溶接
法により溶接する際に、上記両鉄筋の端部外周に断面円
弧状継手を沿わせて、溶融した溶接金属の受け部材とし
て使用することが行われている。この種の継手として、
鉄製のものを使用する場合は、スポット溶接等により上
記継手を鉄筋に仮り付けした後に本溶接を行うことがで
きるが、セラミック製継手を用いる場合、スポット溶接
等による仮り付けができないものである。2. Description of the Related Art Conventionally, when two opposing ends of two adjacent reinforcing bars are welded by a gas shielded arc welding method using carbon dioxide gas or the like, a circular arc-shaped joint is formed on the outer periphery of the ends of the two reinforcing bars. Accordingly, it has been used as a receiving member for molten weld metal. As this kind of joint,
When an iron-made joint is used, the joint can be temporarily attached to the reinforcing bar by spot welding or the like, and then the main welding can be performed. However, when a ceramic joint is used, the joint cannot be temporarily attached by spot welding or the like.
【0003】そこで、従来、溶接すべき2本の鉄筋を同
一軸線上に配置されるように治具で位置決めして保持
し、上記セラミック製継手を、上記治具とは別部材であ
るサポート部材により保持して上記鉄筋に押圧しながら
溶接を行うことが提案されている(実開平5ー7078
2号公報の図6参照)。Therefore, conventionally, two rebars to be welded are positioned and held by a jig so as to be arranged on the same axis, and the ceramic joint is supported by a support member which is a separate member from the jig. It is proposed that welding is performed while pressing against the above-mentioned rebar while holding the steel bar (Japanese Utility Model Application Laid-Open No. 5-7078).
No. 2 publication, FIG. 6).
【0004】また、この種のガスシールドアーク溶接を
屋外で実施する場合、溶接部位近傍で生じる風によって
シールド用ガスが吹き飛ばされるのを防止するため、2
本の鉄筋間の溶接部位近傍を覆って、溶接部位への風の
侵入を防止する風防部材を設けることが提案されている
(特開平2ー112897号公報の第9及び10図参
照)。この場合、上記風防部材の対向する側部に、それ
ぞれ上記鉄筋の外周を両側から挟み込んで保持する2枚
のばね板からなる係止部材を付設して、この係止部材に
より上記風防部材を鉄筋上に係止した状態で溶接作業を
行うようになっている。Further, when performing this type of gas shielded arc welding outdoors, to prevent the shielding gas from being blown off by wind generated in the vicinity of the welded portion, it is necessary to perform the following steps.
It has been proposed to provide a windshield member that covers the vicinity of the welding portion between the reinforcing bars and prevents the intrusion of wind into the welding portion (see FIGS. 9 and 10 of Japanese Patent Application Laid-Open No. 2-112897). In this case, a locking member composed of two spring plates is provided on opposite sides of the windshield member, each holding the outer periphery of the reinforcing bar by sandwiching the outer circumference of the reinforcing bar from both sides. The welding operation is performed in a state of being locked on the upper side.
【0005】上述のように2本の鉄筋を溶接する際に、
通常両鉄筋の対向する端面間に所定のルート間隔(開先
間隔)が明けられるものであるが、このルート間隔を一
定にするため、継手の内周に、上記ルート間隔に対応し
た長さを有するスペーサを突設することが提案されてい
る(実開平5ー88789号公報の図1参照)。[0005] As described above, when welding two rebars,
Usually, a predetermined route interval (groove interval) is provided between the opposite end faces of both rebars. To make this route interval constant, a length corresponding to the route interval is provided on the inner periphery of the joint. It has been proposed to protrude the spacer (see FIG. 1 of Japanese Utility Model Laid-Open No. 88889/1993).
【0006】[0006]
【発明が解決しようとする課題】ところが、上述のよう
に、セラミック製継手をサポート部材により鉄筋に押圧
しながら溶接を行う場合、上記セラミック製継手に軸方
向の位置ずれが生じると、溶接作業時に溶融した溶接金
属がセラミック製継手により確実に受けられなくなり、
溶接金属が溶接部位の裏側から漏洩する恐れがある。特
に2本の鉄筋を鉛直方向に立てた状態で溶接作業を行う
場合、サポート部材を鉄筋に取り付けてから溶接作業を
開始するまでの間に上記セラミック製継手の軸方向の位
置ずれが生じやすいばかりでなく、セラミック製継手が
鉄筋とサポート部材との間から抜け落ちる恐れがある。However, as described above, when welding is performed while the ceramic joint is pressed against the reinforcing bar by the support member, if the ceramic joint is displaced in the axial direction, the welding is not performed during the welding operation. Melted weld metal can no longer be reliably received by the ceramic joint,
There is a possibility that the weld metal leaks from the back side of the welded part. In particular, when performing a welding operation in a state where two rebars are set up in a vertical direction, the axial displacement of the ceramic joint is likely to occur between the time when the support member is attached to the rebar and the start of the welding operation. Instead, the ceramic joint may fall off between the reinforcing bar and the support member.
【0007】また、上記従来の風防部材では、1対の係
止部材をそれぞれ2枚のばね板で形成して両側の鉄筋に
係止するようにしているので、両係止部材を共に挟み込
み形式で両鉄筋に係止しなければならず、係止作業が煩
雑になる問題がある。Further, in the above-mentioned conventional windshield, a pair of locking members are formed by two spring plates, respectively, and are locked to the reinforcing bars on both sides, so that both locking members are sandwiched together. Thus, there is a problem that the locking work is complicated.
【0008】更に、上記風防部材を用いて溶接を行う場
合であっても、ある程度以上の強風下ではシールド用ガ
スが吹き飛ばされて、溶接部位の確実なシールドが困難
になるので、溶接作業を停止せざるを得ない。なお、上
記のような強風下で仮に溶接作業を続行した場合、溶接
部位の曲げ、引張り強度が不足することとなる。Furthermore, even when welding is performed using the above-mentioned windshield member, the shielding gas is blown off under a strong wind of a certain degree or more, and it becomes difficult to reliably shield the welding portion. I have to do it. If the welding operation is continued under the strong wind as described above, the bending and tensile strength of the welded portion will be insufficient.
【0009】また、従来、強風下ではない通常の気象条
件の下でも、溶接時に発生するスラグが溶接部位の裏側
位置、つまり、上記継手の近傍に蓄積されることによ
り、溶接部位の強度不足が生じやすいものであった。仮
に、鉄製継手を用いて溶接を行った際に、上記のような
溶接不良が生じた場合、溶接部位の裏側が上記鉄製継手
で覆われていて、補修が不可能であるため、溶接部位近
傍を所定長さに渡って切断除去して2本の鉄筋を一度完
全に分離した後、上記切断部と等しい長さを有する補充
用鉄筋の両端部を上記2本の鉄筋にそれぞれ改めて溶接
しなければならず、補修作業が極めて煩雑になるもので
あった。Conventionally, slag generated during welding accumulates in a position behind the welding portion, that is, in the vicinity of the joint, even under normal weather conditions that are not strong winds. It was easy to occur. If the above welding failure occurs when welding is performed using an iron joint, the back side of the welded portion is covered with the iron joint, and repair is impossible. Is cut and removed over a predetermined length to completely separate the two rebars once, and then both ends of the replenishment rebar having the same length as the cut portion are again welded to the two rebars, respectively. And the repair work becomes extremely complicated.
【0010】また、上記継手の内周に、2本の鉄筋間の
ルート間隔に応じた長さのスペーサを設けてルート間隔
の一定化を図る場合は、スペーサを設ける工程を付加す
ることにより継手の製造作業が複雑化し、コスト高をも
招くものであった。When a spacer having a length corresponding to the route interval between two rebars is provided on the inner periphery of the joint to make the route interval constant, a step of providing a spacer is added by adding a spacer. This complicates the manufacturing operation and increases the cost.
【0011】更に、従来、例えば、屋内の天井又は床面
から1cm程度突出している鉄筋に他の鉄筋を鉄製の継
手を用いて溶接する際、万一溶接不良が生じると、上記
天井又は床面からの突出量が僅かであるため鉄筋の切断
が不可能であり、補修ができなくなる問題があった。Further, conventionally, for example, when another reinforcing bar is welded to a reinforcing bar projecting about 1 cm from an indoor ceiling or floor surface using an iron joint, if a poor welding occurs, the above-mentioned ceiling or floor surface will be damaged. There is a problem that it is impossible to cut the rebar because the amount of protrusion from the wire is small, and repair cannot be performed.
【0012】本発明に係る鉄筋の溶接補助具は、上記の
問題点を解消して溶接用継手の軸方向の位置決めを確実
にすること等を課題とするものである。[0012] welding aids rebar according to the present invention, it is an object that such to ensure the axial positioning of the welding joint to eliminate the above problems.
【0013】[0013]
【課題を解決するための手段】上記の課題を解決するた
め、請求項1に係る溶接補助具は、所定の間隔を隔てて
配置され、溶接すべき2本の鉄筋の相対向する端部をそ
れぞれ保持する1対の保持部と、これら1対の保持部を
連結する連結部とを有し、溶接時に上記両鉄筋の固定用
に使用される治具と、断面円弧状の溶接用継手を上記2
本の鉄筋の各端部外周に沿わせて支持するサポート部材
とを含む鉄筋の溶接補助具であって、上記治具の各保持
部が鉄筋外周の少なくとも半周程度を覆いながら上記鉄
筋を保持するアーム部と、上記鉄筋を上記アーム部に押
圧して固定する押圧具とを有するとともに、上記連結部
が溶接すべき鉄筋とほぼ平行に延びる棒状の把手からな
り、かつ上記サポート部材は上記溶接用継手を外側から
支持する支持部と、上記2本の鉄筋にそれぞれ係止され
る1対の係止部とを備え、このサポート部材の支持部の
内周に、上記溶接用継手の軸方向両端部にそれぞれ当接
して軸方向の位置決めをする位置決め部が設けられてい
ることを特徴とするものである。According to a first aspect of the present invention, there is provided a welding auxiliary tool which is disposed at a predetermined distance from two opposite ends of two reinforcing bars to be welded. A jig which has a pair of holding portions for holding each of the holding portions, and a connecting portion for connecting the pair of holding portions, and is used for fixing the rebars at the time of welding; and a welding joint having an arc-shaped cross section. 2 above
A reinforcing member for welding the reinforcing bar, the supporting member supporting the reinforcing bar along the outer circumference of each end of the book, wherein each holding portion of the jig holds the reinforcing bar while covering at least about half of the outer circumference of the reinforcing bar. An arm portion, and a pressing tool for pressing and fixing the rebar to the arm portion, wherein the connecting portion is formed of a rod-shaped handle extending substantially parallel to the rebar to be welded, and the support member is used for the welding. A supporting portion for supporting the joint from the outside, and a pair of locking portions each of which is locked to the two rebars; axial ends of the welding joint on an inner periphery of the supporting portion of the support member; Positioning portions are provided for abutting the respective portions to perform positioning in the axial direction.
【0014】[0014]
【0015】[0015]
【0016】[0016]
【0017】[0017]
【0018】[0018]
【0019】[0019]
【0020】[0020]
【0021】[0021]
【0022】[0022]
【0023】[0023]
【0024】[0024]
【0025】[0025]
【0026】[0026]
【0027】[0027]
【0028】[0028]
【0029】[0029]
【0030】[0030]
【0031】[0031]
【作用】上記請求項1の溶接補助具は、溶接用継手とし
てセラミック製等のものを使用する場合に好適に使用さ
れるものである。この場合、まず溶接すべき2本の鉄筋
の端部を、それぞれ上記治具のアーム部内に挿入し、両
鉄筋間に所定のルート間隔を設けた状態で上記押圧具に
より押圧、固定する。続いて、上記サポート部材の支持
部によりセラミック製等の溶接用継手を支持し、上記係
止部で上記両鉄筋に係止する。この状態で、上記溶接用
継手が両鉄筋の端部外周に沿わされる。その後、炭酸ガ
スを用いたガスシールドアーク溶接法等により、上記2
本の鉄筋を溶接する。The welding aid of the first aspect is suitably used when a ceramic joint or the like is used as a welding joint. In this case, first, the ends of the two rebars to be welded are respectively inserted into the arms of the jig, and are pressed and fixed by the pressing tool in a state where a predetermined route interval is provided between the two rebars. Subsequently, a welding joint made of ceramic or the like is supported by the support portion of the support member, and is locked to the rebars by the locking portion. In this state, the welding joint is provided along the outer periphery of the ends of both rebars. Then, the above-mentioned 2 is formed by a gas shielded arc welding method using carbon dioxide gas.
Weld the rebar in the book.
【0032】請求項1の構成によれば、上記サポート部
材の支持部内周に、溶接用継手の軸方向両端部に当接し
て軸方向の位置決めを行う位置決め部が設けられている
ので、サポート部材上で溶接用継手が軸方向にずれるこ
とがなく、溶接時に溶接金属が溶接用継手により確実に
受けられて、上記溶接金属が溶接部位の裏側から漏洩す
るような不具合は生じにくくなる。特に、2本の鉄筋を
鉛直方向に立てた状態で溶接する場合であっても、鉛直
方向に配置された溶接用継手の下端部が上記位置決め部
で位置決めされているので、上記溶接用継手が軸方向に
ずれたり、鉄筋とサポート部材との間から抜け落ちるこ
とはない。また、連結部を棒状の把手として構成したの
で、作業者は片手で上記把手を把持するのみで本溶接補
助具を簡単に取り扱える利点がある。According to the first aspect of the present invention, since the positioning portion for positioning in the axial direction by contacting both ends in the axial direction of the welding joint is provided on the inner periphery of the support portion of the support member. Above, the welding joint is not displaced in the axial direction, and the welding metal is reliably received by the welding joint during welding, so that a problem that the welding metal leaks from the back side of the welding portion is less likely to occur. In particular, even when welding two rebars in a vertical state, the lower end of the vertically positioned welding joint is positioned by the positioning portion, so that the welding joint is It does not shift in the axial direction and does not fall off between the reinforcing bar and the support member. In addition, since the connecting portion is configured as a rod-shaped handle, there is an advantage that the operator can easily handle the welding assist tool only by gripping the handle with one hand.
【0033】[0033]
【0034】[0034]
【0035】[0035]
【0036】[0036]
【0037】[0037]
【0038】[0038]
【0039】[0039]
【0040】[0040]
【0041】[0041]
【0042】[0042]
【0043】[0043]
【0044】[0044]
【0045】[0045]
【0046】[0046]
【0047】[0047]
【0048】[0048]
【0049】[0049]
【0050】[0050]
【0051】[0051]
【実施例】以下、本発明の一実施例を図面に基づいて説
明する。図2に示すように、本実施例に係る鉄筋の溶接
補助具を用いて溶接を行う溶接装置は、炭酸ガスシール
ドアーク溶接法を用いるものであって、図示しない溶接
用電源及び制御機構等を内蔵し、かつ前面に計器盤兼操
作盤1aを有する本体1を備えている。本体1は図示し
ないガスボンベから供給される炭酸ガス(シールド用ガ
ス)を、作業者の操作量に基づいて所定の噴出量及び噴
出圧となるように調整した上でホース2を介して、その
先端の噴出管3に供給し、噴出管3の先端開口部から炭
酸ガスが噴出されるようになっている。An embodiment of the present invention will be described below with reference to the drawings. As shown in FIG. 2, the welding apparatus for performing welding using the reinforcing steel welding tool according to the present embodiment uses a carbon dioxide gas shielded arc welding method, and includes a welding power supply and a control mechanism (not shown). It has a main body 1 which is built in and has an instrument panel / operation panel 1a on the front. The main body 1 adjusts a carbon dioxide gas (shielding gas) supplied from a gas cylinder (not shown) to a predetermined jetting amount and a jetting pressure based on an operation amount of an operator, and then, through a hose 2, to a tip thereof. , And carbon dioxide gas is blown from the opening at the tip of the blow-out tube 3.
【0052】本実施例では、上記炭酸ガスの噴出量が従
来より増加されて、毎分30〜120リットルの範囲、
より好ましくは毎分50〜120リットルの範囲に設定
される。また、上記溶接用電源の電圧は、好ましくは2
8〜35ボルトの範囲に、流れる電流は好ましくは20
0〜260アンペアの範囲に設定される。なお、ホース
2の途中の、噴出管3の近傍には、溶接作業のオン、オ
フ等を操作する操作具2aが設けられている。In this embodiment, the amount of the carbon dioxide gas jetted is increased from the conventional one, and is in the range of 30 to 120 liters per minute.
More preferably, it is set in the range of 50 to 120 liters per minute. The voltage of the welding power source is preferably 2
In the range of 8-35 volts, the current flowing is preferably 20
It is set in the range of 0-260 amps. In the middle of the hose 2 and in the vicinity of the ejection pipe 3, an operating tool 2a for turning on / off the welding operation is provided.
【0053】上記ホース2及び噴出管3内には、図示し
ないロールに巻回された溶接用ワイヤ4(図1参照)を
供給するためのワイヤ供給管5がほぼ同芯状に内蔵さ
れ、ワイヤ供給管5の先端が噴出管3の先端開口部から
僅かに突出している。A wire supply pipe 5 for supplying a welding wire 4 (see FIG. 1) wound on a roll (not shown) is built in the hose 2 and the ejection pipe 3 substantially coaxially. The tip of the supply pipe 5 projects slightly from the tip opening of the ejection pipe 3.
【0054】本溶接補助具は、図1に示すように、溶接
すべき2本の鉄筋10を同一軸線上に位置決めして保持
する鋼鉄製等の治具11と、図3に示すように、セラミ
ックからなり、中心角約180°の断面円弧状を成す溶
接用継手12(以下、単に継手12という)を外側から
支持し、上記2本の鉄筋10の対向する各端部外周に上
記継手12を沿わせた状態で、両鉄筋10の外周に図1
中下方から係止されるサポート部材13と、図1の上方
から上記2本の鉄筋10に係止され、溶接部位近傍を被
覆して、溶接作業時に溶接部位に風が吹き込まないよう
に遮断する風防部材14とを備えている。なお、ここで
は鉄筋10として、外周に所定の軸方向間隔を置いて複
数の大径鍔部10aが設けられた異形棒鋼を使用する場
合を示しているが、鉄筋10は、例えば上記大径鍔部1
0aに加えて、更に軸方向に延びる突起を有するもの
や、或いは大径鍔部10a及び上記軸方向突起等を全く
有しないものを使用しても良い。As shown in FIG. 1, the welding aid includes a jig 11 made of steel or the like for positioning and holding two rebars 10 to be welded on the same axis, as shown in FIG. A welding joint 12 (hereinafter, simply referred to as a joint 12) made of ceramic and having an arc-shaped cross section having a central angle of about 180 ° is supported from the outside. 1 along the outer periphery of both rebars 10
The support member 13 is locked from the middle and below, and is locked to the two rebars 10 from above in FIG. 1 to cover the vicinity of the welded portion and to block the wind from being blown into the welded portion during welding work. A windshield member 14 is provided. Here, a case is shown in which a deformed steel bar having a plurality of large-diameter flange portions 10a provided on the outer periphery at predetermined axial intervals is used as the reinforcing bar 10, but the reinforcing bar 10 is, for example, the large-diameter flange. Part 1
In addition to Oa, one having a projection extending in the axial direction, or one having no large-diameter flange portion 10a and the above-described axial projection may be used.
【0055】図4に示すように、治具11は、それぞれ
鉄筋10を保持する1対の保持部15と、溶接すべき鉄
筋10を保持した時にこの鉄筋10の軸線方向と平行に
延びる中空で棒状の把手16と、把手16の軸方向両端
部と各保持部15を接続する1対の接続部17とを備え
ている。上記把手16と接続部17とは、保持部15同
志を連結する連結部19を構成する。As shown in FIG. 4, the jig 11 has a pair of holding portions 15 for holding the reinforcing bars 10 and a hollow extending parallel to the axial direction of the reinforcing bars 10 when holding the reinforcing bars 10 to be welded. It has a rod-shaped handle 16 and a pair of connecting portions 17 for connecting both ends of the handle 16 in the axial direction and each holding portion 15. The handle 16 and the connecting part 17 constitute a connecting part 19 for connecting the holding parts 15 together.
【0056】各保持部15は、鉄筋10の端部外周を外
側から保持するアーム部18を有する。アーム部18は
平板状の壁部18aと、この壁部18aに対向する断面
く字形の壁部18bとを備えて、全体として断面ほぼ多
角形状に形成され、壁部18aには、押圧具としての押
圧ボルト20が螺合されている。この押圧ボルト20は
鉄筋10を、壁部18bの屈曲部18c近傍に押圧する
ことにより、アーム部18内で鉄筋10を固定するよう
になっている。そのため、押圧ボルト20は、屈曲部1
8cに対向する位置に設けられている。Each holding section 15 has an arm section 18 for holding the outer periphery of the end of the reinforcing bar 10 from outside. The arm portion 18 includes a flat wall portion 18a and a rectangular wall portion 18b facing the wall portion 18a, and is formed to have a substantially polygonal cross section as a whole. Pressing bolt 20 is screwed. The pressing bolt 20 presses the reinforcing bar 10 near the bent portion 18c of the wall portion 18b, thereby fixing the reinforcing bar 10 in the arm portion 18. Therefore, the pressing bolt 20 is
8c.
【0057】図5に示すように、サポート部材13は継
手12の外周を外側から支持するほぼ断面円弧状の支持
部22と、支持部22の両側に支持部22と一体に設け
られた1対の係止部23とを備えている。各係止部23
は、各鉄筋10の外周をそれぞれ両側から1対のばね板
23aで挟み込むことにより、サポート部材13を鉄筋
10に弾性的に係止させるようになっている。支持部2
2の内周の曲率半径は継手12の外周の曲率半径とほぼ
等しくなるように設定されている。As shown in FIG. 5, the support member 13 has a support portion 22 having a substantially arc-shaped cross section for supporting the outer periphery of the joint 12 from the outside, and a pair of support members 22 provided integrally on both sides of the support portion 22. And a locking portion 23. Each locking part 23
The support member 13 is elastically locked to the reinforcing bar 10 by sandwiching the outer periphery of each reinforcing bar 10 from each side with a pair of spring plates 23a. Support part 2
The radius of curvature of the inner periphery of No. 2 is set to be substantially equal to the radius of curvature of the outer periphery of the joint 12.
【0058】更に、支持部22の内周には、継手12の
軸方向両端部に当接して継手12の軸方向の位置決めを
行う円弧状の位置決め部材22a(位置決め部)が設け
られている。これらの位置決め部材22aは、支持部2
2と一体に設けられたものであっても良く、また、別部
材を接着等により取り付けたものであっても良い。な
お、位置決め部材22の代わりに、例えば支持部22に
段部を設けて、この段部により継手12の軸方向の位置
決めを行うようにしても良い。Further, on the inner periphery of the support portion 22, there is provided an arc-shaped positioning member 22a (positioning portion) for abutting on both axial ends of the joint 12 to position the joint 12 in the axial direction. These positioning members 22 a
2 and may be provided integrally with each other, or another member may be attached by bonding or the like. Instead of the positioning member 22, for example, a step may be provided on the support portion 22, and the joint 12 may be positioned in the axial direction by the step.
【0059】図6及び図7に示すように、風防部材14
は、互いに対向する2方向のみが開放された箱状に形成
され、その断面積が一方の開口24側から他方の開口2
5側に向かうに伴って次第に大きくなるように、各壁部
26乃至29が台形状に形成されている。互いに対向す
る1対の壁部26、27における開口24に面する部位
には、鉄筋10の外周形状に対応した円弧状の切欠31
がそれぞれ設けられている。As shown in FIG. 6 and FIG.
Are formed in a box shape with only two directions facing each other open, and the cross-sectional area thereof is changed from one opening 24 side to the other opening 2.
Each of the wall portions 26 to 29 is formed in a trapezoidal shape so as to gradually increase toward the fifth side. An arc-shaped notch 31 corresponding to the outer peripheral shape of the reinforcing bar 10 is provided at a portion facing the opening 24 in the pair of wall portions 26 and 27 facing each other.
Are provided respectively.
【0060】また壁部26の外面側には、溶接される一
方の鉄筋10の外周を両側から挟み込むことのできる1
対のばね板32aからなり、風防部材14を一方の鉄筋
10に係止する第1係止部32が設けられている。更
に、壁部27の外面側には、溶接される他方の鉄筋10
に吸着される永久磁石からなる第2係止部33が設けら
れている。そして、切欠31を鉄筋10の外周に当接さ
せて位置決めした状態で、第1及び第2係止部32、3
3により風防部材14を鉄筋10に係止できるようにな
っている。なお、鉄筋10に対する風防部材14の位置
決めは、第1係止部32で鉄筋10を挟み付けるのみで
充分に行えるものである。On the outer surface side of the wall portion 26, the outer periphery of one rebar 10 to be welded can be sandwiched from both sides.
A first locking portion 32 is provided, which includes a pair of spring plates 32 a and locks the windshield member 14 to one of the reinforcing bars 10. Furthermore, the other reinforcing bar 10 to be welded is
A second locking portion 33 made of a permanent magnet is provided. Then, with the notch 31 positioned in contact with the outer periphery of the reinforcing bar 10, the first and second locking portions 32, 3
3 allows the windshield member 14 to be locked to the reinforcing bar 10. In addition, the positioning of the windshield member 14 with respect to the reinforcing bar 10 can be sufficiently performed only by sandwiching the reinforcing bar 10 with the first locking portion 32.
【0061】溶接作業を行う際には、図8に示すよう
に、まず溶接すべき2本の鉄筋10の対向する端部を、
治具11の1対の保持部15のアーム部18内に挿入
し、図示しないゲージによる測定または目測により、両
鉄筋10の対向する端面間に所定のルート間隔Dを設け
る。そして、この状態で、両鉄筋10を壁部18bの屈
曲部18c(図4)に当接させて押圧ボルト20で締め
付け、両鉄筋10を保持部15内で固定する。At the time of performing the welding operation, first, as shown in FIG.
The jig 11 is inserted into the arm portion 18 of the pair of holding portions 15, and a predetermined route interval D is provided between the opposing end surfaces of both rebars 10 by measurement or visual measurement using a gauge (not shown). Then, in this state, both rebars 10 are brought into contact with the bent portions 18c (FIG. 4) of the wall portion 18b and tightened with the pressing bolts 20 to fix the rebars 10 in the holding portion 15.
【0062】次に、図9に示すように風防部材14を図
の上方から2本の鉄筋10に当てがい、前記第1及び第
2係止部32、33により両鉄筋10に係止した後、図
10のように、予め継手12を支持させたサポート部材
13を、図の下方から図中左側の係止部23を上記第1
係止部32上に被せた上で両鉄筋10に係止する。この
状態で継手12が両鉄筋10の端部外周のほぼ半周程度
を覆うこととなる。Next, as shown in FIG. 9, the windshield member 14 is applied to the two rebars 10 from above in the figure, and after the first and second locking portions 32 and 33 lock the two rebars 10. As shown in FIG. 10, the support member 13 supporting the joint 12 in advance is attached to the locking portion 23 on the left side in FIG.
After being put on the locking portion 32, it is locked to both rebars 10. In this state, the joint 12 covers approximately half of the outer periphery of the ends of the reinforcing bars 10.
【0063】そして、図1のように、前記噴出管3を風
防部材14内に挿入し、炭酸ガスを噴出しながらアーク
溶接を行うことにより、溶融した溶接用ワイヤ4にて両
鉄筋10を溶着する。この場合、本発明では前述のよう
に炭酸ガスの噴出量を従来より増加させ、加えて風防部
材14を使用しているので、毎秒20m程度の強風の下
でも溶接作業が可能であり、溶接部位の強度低下も生じ
にくい。また、炭酸ガスの噴出量を増加させることによ
り、溶接作業中に生じるスラグが炭酸ガスにより吹き飛
ばされる結果、溶接部位に多量のスラグが蓄積されるこ
とがないので、溶接強度は一層向上するものである。Then, as shown in FIG. 1, the jet pipe 3 is inserted into the windshield member 14 and arc welding is carried out while jetting carbon dioxide gas, so that the two rebars 10 are welded with the molten welding wire 4. I do. In this case, in the present invention, as described above, the amount of carbon dioxide gas spouted is increased as compared with the conventional case, and in addition, since the windshield member 14 is used, welding work can be performed even under a strong wind of about 20 m per second. Is hardly reduced. In addition, by increasing the amount of carbon dioxide blown out, the slag generated during the welding operation is blown off by the carbon dioxide gas, so that a large amount of slag is not accumulated at the welding portion, so that the welding strength is further improved. is there.
【0064】溶接時の炭酸ガスの噴出量は、溶接すべき
鉄筋10の径及び溶接作業時の作業現場の風速等に基づ
いて毎分30〜120リットルの範囲で調整すれば良
い。より好ましくは、毎分50〜120リットルの範囲
で調整する。従来の炭酸ガスシールドアーク溶接法によ
る炭酸ガスの噴出量は、通常毎分25リットル以下であ
るので、上記本発明の最も好ましい使用範囲において
は、炭酸ガスの噴出量を従来の2〜5倍程度に増加させ
ていることになる。但し、直径が10mm程度の極めて
細い鉄筋10同志を溶接する際には、炭酸ガスの噴出量
を本発明の下限値である毎分30リットル以下の、毎分
20リットル程度としても、実用上差し支えない。な
お、屋内で溶接作業を行う場合、または屋外での溶接作
業時であっても風速が所定値以下の場合は、風防部材1
4を用いずに溶接を行っても良い。The amount of carbon dioxide spouted during welding may be adjusted within a range of 30 to 120 liters per minute based on the diameter of the reinforcing bar 10 to be welded and the wind speed at the work site during welding. More preferably, it is adjusted in the range of 50 to 120 liters per minute. The amount of carbon dioxide spouted by the conventional carbon dioxide shielded arc welding method is usually 25 liters or less per minute. It means that it is increasing. However, when welding extremely thin rebars 10 having a diameter of about 10 mm, practically, even if the ejection amount of carbon dioxide gas is set to about 20 liters per minute, which is 30 liters per minute or less, which is the lower limit of the present invention. Absent. In addition, when the welding operation is performed indoors, or when the wind speed is equal to or less than the predetermined value even when performing the welding operation outdoors, the windshield member 1
Welding may be carried out without using the steel 4.
【0065】上記各図では、治具11及び鉄筋10をほ
ぼ水平に配置して溶接作業を行う場合を示したが、治具
11及び鉄筋10をほぼ鉛直方向に延びるように配置し
て作業を行うこともできる。その場合、本実施例では、
サポート部材13の支持部22に設けた位置決め部材2
2aにより継手12の軸方向の位置決めを行っているの
で、サポート部材13及び継手12がほぼ鉛直方向に配
置されても継手12が鉄筋10とサポート部材13との
間から抜け落ちて落下することはなく、継手12が確実
に位置決めされた状態で溶接作業を行える。In each of the above figures, the case where the welding work is performed by arranging the jig 11 and the reinforcing bar 10 substantially horizontally is shown. However, the work is performed by arranging the jig 11 and the reinforcing bar 10 so as to extend substantially in the vertical direction. You can do it too. In this case, in this embodiment,
Positioning member 2 provided on support portion 22 of support member 13
Since the joint 12 is positioned in the axial direction by 2a, even if the support member 13 and the joint 12 are arranged in a substantially vertical direction, the joint 12 does not fall off between the reinforcing bar 10 and the support member 13 and fall. The welding operation can be performed in a state where the joint 12 is securely positioned.
【0066】溶接終了後、溶接部位、特に、溶接不良の
生じやすい、継手12で覆われた裏面部の強度検査が必
要な場合、サンプルを抽出して実際に折り曲げ、引張り
等の試験を行うか、またはX線或いは超音波による非破
壊検査を行う。そして、上記検査により溶接不良が発見
された場合は、セラミック製の継手12を破砕して除去
し、継手12で覆われていた溶接部位の裏側の不良な溶
接金属を、切削工具で切削して除去した後、この切削に
より生じた空洞部に溶融状態の溶接金属を再充填するこ
とにより、溶接部位の補修を行うことができる。なお、
溶接後の冷却期間中に継手12が自然に破砕して脱落し
た場合、作業者が継手12を破砕することなく直接補修
が行える。After the welding is completed, if it is necessary to inspect the strength of the welded portion, particularly the back surface covered with the joint 12 where welding defects are likely to occur, a sample should be extracted and subjected to a test such as bending and pulling. Or non-destructive inspection using X-rays or ultrasonic waves. Then, if the above inspection reveals a welding defect, the ceramic joint 12 is crushed and removed, and the defective weld metal on the back side of the welding site covered with the joint 12 is cut with a cutting tool. After the removal, the welded portion can be repaired by refilling the weld metal in a molten state into the cavity created by the cutting. In addition,
If the joint 12 is naturally crushed and falls off during the cooling period after welding, the operator can directly repair the joint 12 without crushing it.
【0067】上記セラミック製の継手12に代えて鉄製
の継手12を使用することもでき、その場合、治具11
により溶接すべき2本の鉄筋10を位置決めして固定し
た後、スポット溶接等により継手12を予め一方または
双方の鉄筋10の端部外周に仮り付けして置くことによ
り、サポート部材13を使用することなく炭酸ガスシー
ルドアーク溶接法による本溶接を行うことができる。In place of the ceramic joint 12, an iron joint 12 can be used.
After the two rebars 10 to be welded are positioned and fixed, the joint member 12 is preliminarily attached to the outer periphery of the end of one or both rebars 10 by spot welding or the like, so that the support member 13 is used. The main welding by the carbon dioxide gas shielded arc welding method can be performed without the need.
【0068】この場合、溶接終了後の検査により溶接不
良が発見されれば、図11に示すように、切削工具とし
ての超硬カッタ37により鉄製の継手12を裏面側から
切削して溶接部位近傍に開口12fを設け、この開口1
2fを介して、溶着済の溶接金属4aの不良部分を切削
して除去した後、上記開口12fを介して溶接金属4a
を再充填することにより、溶接部位の補修を行うことが
できる。本発明者の実験によれば、補修に要する時間
は、超硬カッタ37による切削及び再溶接を併せても3
0〜150秒程度の短時間であり、補修の成功率も極め
て高いものであった。In this case, if a welding defect is found by the inspection after the end of the welding, as shown in FIG. 11, the carbide joint 37 as a cutting tool is used to cut the iron joint 12 from the back surface side and the vicinity of the welding portion. An opening 12f is provided in this opening 1
After the defective portion of the welded metal 4a having been welded is cut and removed through 2f, the welding metal 4a is cut through the opening 12f.
, It is possible to repair the welded portion. According to the experiment of the inventor, the time required for the repair is 3 hours even when cutting and re-welding by the carbide cutter 37 are combined.
It was a short time of about 0 to 150 seconds, and the repair success rate was extremely high.
【0069】図12に継手の変形例を示す。この継手1
2aは鉄により形成され、中央の溶接部位近傍に矩形状
の開口12bが明けられている。また、開口12bより
大きな矩形状を成すとともに、曲率を有する、セラミッ
クからなる遮蔽部材12gが設けられ、この遮蔽部材1
2gを継手12aの外周面に当てることにより、開口1
2bが遮蔽されるようになっている。遮蔽部材12gの
内周の曲率半径は、継手12a外周の曲率半径とほぼ等
しくなるように設定されている。FIG. 12 shows a modification of the joint. This joint 1
Numeral 2a is formed of iron, and a rectangular opening 12b is opened in the vicinity of a central welding portion. Further, a shielding member 12g made of ceramic having a rectangular shape larger than the opening 12b and having a curvature is provided.
By applying 2 g to the outer peripheral surface of the joint 12 a, the opening 1
2b is shielded. The radius of curvature of the inner circumference of the shielding member 12g is set to be substantially equal to the radius of curvature of the outer circumference of the joint 12a.
【0070】図12の継手12aを使用して鉄筋10の
溶接を行う場合、前述と同様、図8のように2本の鉄筋
10を固定し、更に図9のように風防部材14をセット
する。その後、図5のサポート部材13の支持部22の
中央に、まず遮蔽部材12gを置き、その上に更に継手
12aを置いて位置決め部材22で軸方向の位置決めを
する。この時、遮蔽部材12gと継手12aは接着等で
互いに固定して置いても良いが、単に遮蔽部材12gの
上に継手12aを重ねて置くのみでも良い。When welding the reinforcing bar 10 using the joint 12a shown in FIG. 12, the two reinforcing bars 10 are fixed as shown in FIG. 8, and the windshield member 14 is set as shown in FIG. . Thereafter, the shielding member 12g is first placed at the center of the support portion 22 of the support member 13 in FIG. 5, and the joint 12a is further placed thereon, and the positioning member 22 performs axial positioning. At this time, the shielding member 12g and the joint 12a may be fixed to each other with an adhesive or the like, or may be simply placed by overlapping the joint 12a on the shielding member 12g.
【0071】その後、遮蔽部材12g及び継手12aを
支持したサポート部材13の1対の係止部23を2本の
鉄筋10に係止する。そして、前述と同様に溶接作業を
行う。溶接後、溶接不良が生じていて補修が必要な場合
は、遮蔽部材12gを取り除くことにより、開口12b
を介して簡単に前記の補修作業が行える。Then, a pair of locking portions 23 of the support member 13 supporting the shielding member 12g and the joint 12a are locked to the two rebars 10. Then, a welding operation is performed in the same manner as described above. After welding, if welding is defective and repair is required, the opening 12b is removed by removing the shielding member 12g.
The above-mentioned repair work can be easily performed via the.
【0072】なお、図12の継手12aにおける遮蔽部
材12gは、上記したセラミック以外に、鉄に対する非
溶着性を有する金属材料、例えば銅により形成しても良
い。また、遮蔽部材12gとして、1800℃程度の高
温に耐える耐熱性を有する未焼成の粘土材を、断面ほぼ
円弧状に形成したものを使用することもでき、上記粘土
材の材質は、必要な耐熱性を具備していれば特に限定さ
れるものではない。The shielding member 12g in the joint 12a shown in FIG. 12 may be formed of a metal material having a non-welding property to iron, such as copper, in addition to the above-described ceramic. Further, as the shielding member 12g, a material obtained by forming an unfired clay material having a heat resistance to withstand a high temperature of about 1800 ° C. in a substantially arc-shaped cross section can be used. It is not particularly limited as long as it has the property.
【0073】図13に継手の他の変形例を示す。この継
手12aは鉄にて形成され、中央の溶接部位近傍に矩形
状の開口12bが明けられている。この開口12b内に
矩形状の遮蔽部材12cが嵌め込まれて接着等により開
口12bの縁部に固定されている。遮蔽部材12cはセ
ラミックまたは銅等の、鉄に対する非溶着性を有する材
料により形成されている。また遮蔽部材12cは180
0℃程度の耐熱性を有する未焼成の粘土材で形成し、こ
れを開口12b内に充填したものでも良い。FIG. 13 shows another modification of the joint. The joint 12a is formed of iron, and has a rectangular opening 12b near the center welded portion. A rectangular shielding member 12c is fitted into the opening 12b and fixed to the edge of the opening 12b by bonding or the like. The shielding member 12c is formed of a material having a non-welding property to iron, such as ceramic or copper. The shielding member 12c is 180
It may be formed of an unfired clay material having heat resistance of about 0 ° C. and filled in the opening 12b.
【0074】この継手12aを用いて溶接を行う際に
は、治具11で2本の鉄筋10を固定、保持した後、継
手12aを両鉄筋10に仮り付けした上でサポート部材
13を用いることなく本溶接が行えるとともに、溶接後
に補修が必要な場合、遮蔽部材12cを破砕するか、ま
たは分離することにより継手12a自体は鉄筋10に溶
着された状態のまま補修作業が行えるものである。When welding is performed using the joint 12a, after fixing and holding the two rebars 10 with the jig 11, the joint 12a is temporarily attached to the two rebars 10, and the support member 13 is used. When the repair is required after welding, repair can be performed while the joint 12a itself is welded to the reinforcing bar 10 by crushing or separating the shielding member 12c.
【0075】また、図3に示す継手12全体を、180
0℃程度の高温に耐える耐熱性と鉄筋10に対する非溶
着性とを有するガラス系材料で形成することもできる。
この場合、溶接終了後に一体化された2本の鉄筋10を
継手12から分離することにより、継手12は反復使用
が可能になる。The entire joint 12 shown in FIG.
It can also be formed of a glass-based material having heat resistance to withstand a high temperature of about 0 ° C. and non-adhesion to the reinforcing bar 10.
In this case, the two rebars 10 integrated after the welding is completed are separated from the joint 12, so that the joint 12 can be used repeatedly.
【0076】図14、15に風防部材の変形例を示す。
この風防部材は図6、7の風防部材14と基本的には同
様に構成されているが、風防部材本体14aにおける壁
部29の開口24側の端部にサポート13aがその円周
方向一端部で蝶番34により回動自在に取り付けられて
いる点で前記風防部材14と相違している。サポート1
3aは継手12の外周を外側から支持する断面円弧状の
支持部35と、支持部35の内周側の軸方向一端部に溶
接等により取り付けられ、サポート部材13aの円周方
向他端部からその延長方向に突出する断面円弧状の係合
片36(係合部)とからなり、係合片36を壁部28の
内面側に係合することにより、図15、16に示すよう
に風防部材本体14aとサポート13aとで鉄筋10が
両側から挟み込まれた状態で風防部材本体14aとサポ
ート部材13aとが鉄筋10に取り付けられるようにな
っている。また、この状態で、支持部35により支持さ
れた継手12が両鉄筋10に沿わされるようになってい
る。なお、風防部材本体14aにおいて、前記の風防部
材14と同一構成を有する部位には同一参照番号を付し
て重複した説明を省略した。FIGS. 14 and 15 show modified examples of the windshield member.
This windshield member is basically configured in the same manner as the windshield member 14 in FIGS. 6 and 7, but the support 13a is provided at one end in the circumferential direction at the end of the wall portion 29 of the windshield member body 14a on the opening 24 side. In that it is rotatably mounted by a hinge 34. Support 1
Reference numeral 3a denotes a support portion 35 having an arc-shaped cross section for supporting the outer periphery of the joint 12 from outside, and is attached by welding or the like to one axial end portion on the inner peripheral side of the support portion 35. An engagement piece 36 (engagement portion) having an arcuate cross section protruding in the extension direction is engaged with the inner surface side of the wall portion 28 to thereby provide a windshield as shown in FIGS. The windshield member body 14a and the support member 13a are attached to the reinforcing bar 10 in a state where the reinforcing bar 10 is sandwiched between the member main body 14a and the support 13a from both sides. Further, in this state, the joint 12 supported by the support portion 35 is arranged along both rebars 10. In the windshield member main body 14a, the same reference numerals are given to portions having the same configuration as that of the windshield member 14, and the repeated description is omitted.
【0077】以下、本発明の他の実施例を説明する。こ
の実施例の溶接補助具は図17に示すような鋼鉄製等の
治具40を有している。治具40は、中心角ほぼ180
°の断面円弧状体41を備え、この断面円弧状体41の
軸方向両端部は1対の第1アーム部42を構成してい
る。また、断面円弧状体41における両第1アーム部4
2間の部位、つまり断面円弧状体41の軸方向中間部は
連結部49を構成している。この連結部49の内周に
は、上記第1アーム部42の内周より大径となるように
段差Bを設けることにより、断面円弧状の凹部43が形
成されている。この段差Bは、例えば断面円弧状体41
の軸方向両端部に厚みBを有する半円筒形状の鉄板を溶
接することにより、形成される。なお、図17には上記
鉄板を分離状態で示してはいない。Hereinafter, another embodiment of the present invention will be described. The welding aid of this embodiment has a jig 40 made of steel or the like as shown in FIG. The jig 40 has a central angle of approximately 180
The cross-sectionally arc-shaped body 41 having an angle of 45 ° is provided. Further, both first arm portions 4 in the arcuate cross-section body 41 are formed.
A portion between the two, that is, an intermediate portion in the axial direction of the arc-shaped cross-section body 41 forms a connecting portion 49. By providing a step B on the inner periphery of the connecting portion 49 so as to have a larger diameter than the inner periphery of the first arm portion 42, a concave portion 43 having an arc-shaped cross section is formed. The step B is formed, for example, by
By welding a semi-cylindrical iron plate having a thickness B to both ends in the axial direction. Note that FIG. 17 does not show the iron plate in a separated state.
【0078】そして、図18に示す継手12dが上記凹
部43の円弧状の底面43aで支持されるようになって
いる。なお、底面43aの曲率半径は継手12dの外径
と等しくなるように設定されるとともに、第1アーム部
42の内径と継手12dの内径が等しくなるように設定
されている。The joint 12d shown in FIG. 18 is supported by the arc-shaped bottom surface 43a of the concave portion 43. The radius of curvature of the bottom surface 43a is set to be equal to the outer diameter of the joint 12d, and the inner diameter of the first arm portion 42 is set to be equal to the inner diameter of the joint 12d.
【0079】各第1アーム部42の円周方向一端部には
蝶番44を介して、中心角ほぼ180°の断面円弧状を
成す第2アーム部45が、その円周方向一端部にて開閉
自在に取り付けられている。図17から明らかなよう
に、第2アーム部45の内径は第1アーム部42の内径
より大きく設定され、かつ、第2アーム部45の内径と
凹部43の内径とは等しく設定されている。上記第1及
び第2アーム部42、45は、後述するロック部47及
び押圧ボルト56とともに、溶接すべき鉄筋10の端部
を保持する保持部46を構成する。A second arm 45 having an arc-shaped cross section with a central angle of approximately 180 ° is opened and closed at one circumferential end of each first arm 42 via a hinge 44 at one circumferential end thereof. Mounted freely. As is clear from FIG. 17, the inner diameter of the second arm 45 is set to be larger than the inner diameter of the first arm 42, and the inner diameter of the second arm 45 and the inner diameter of the recess 43 are set to be equal. The first and second arm portions 42 and 45, together with a lock portion 47 and a pressing bolt 56 to be described later, constitute a holding portion 46 for holding an end of the reinforcing bar 10 to be welded.
【0080】第1及び第2アーム部42、45の各円周
方向他端部には、第1及び第2アーム部42、45を互
いにロックするロック部47が設けられている。すなわ
ち、各第1アーム部42の円周方向他端部には、所定の
軸方向間隔を置いて1対の突起48が設けられ、また、
各第2アーム部45の円周方向他端部における突起48
に対応する位置には、1対の突起50が形成されてい
る。At the other end in the circumferential direction of each of the first and second arm portions 42 and 45, a lock portion 47 for locking the first and second arm portions 42 and 45 to each other is provided. That is, a pair of projections 48 are provided at the other end in the circumferential direction of each of the first arm portions 42 at predetermined axial intervals.
Projection 48 at the other circumferential end of each second arm 45
Are formed at a position corresponding to.
【0081】隣接する突起48間には支軸51が回動自
在に支持され、支軸51にはボルト52が支軸51とほ
ぼ直角を成すように一体的に設けられている。ボルト5
2にはワッシャ53が移動自在に嵌合されるとともに、
ワッシャ53の外方で蝶ナット54がボルト52に螺合
されている。A support shaft 51 is rotatably supported between the adjacent projections 48, and a bolt 52 is integrally provided on the support shaft 51 so as to be substantially perpendicular to the support shaft 51. Bolt 5
A washer 53 is movably fitted to 2 and
A wing nut 54 is screwed to the bolt 52 outside the washer 53.
【0082】そして、図17中右側の保持部46に見ら
れるように、第1及び第2アーム部42、45の上記円
周方向他端部同志を接合させて第2アーム部45を閉状
態とし、支軸51とともにボルト52を上方に回動させ
てワッシャ53を両突起50の上面に接触させ、この状
態で蝶ナット54を締めつけることにより、第1及び第
2アーム部42、45がロック状態となる。Then, as seen in the holding portion 46 on the right side in FIG. 17, the other end portions of the first and second arm portions 42 and 45 in the circumferential direction are joined to close the second arm portion 45. By rotating the bolt 52 upward together with the support shaft 51 to bring the washer 53 into contact with the upper surfaces of the projections 50 and tightening the wing nut 54 in this state, the first and second arm portions 42 and 45 are locked. State.
【0083】第2アーム部45のほぼ中央位置には、ね
じ孔55が明けられ、このねじ孔55には、押圧具とし
ての押圧ボルト56が螺合されている。そして、上記の
ように、鉄筋10を保持部46内に挿入し、第1及び第
2アーム部42、45をロックした状態で、押圧ボルト
56を前進方向へ回動させて、押圧ボルト56先端部に
より鉄筋10の外周に押圧力を付与すると、鉄筋10が
第1アーム部42の内周42aに押し付けられ、これに
より保持部46内で鉄筋10が固定されるようになって
いる。A screw hole 55 is formed at a substantially central position of the second arm portion 45, and a pressing bolt 56 as a pressing tool is screwed into the screw hole 55. Then, as described above, with the rebar 10 inserted into the holding portion 46 and the first and second arm portions 42 and 45 locked, the pressing bolt 56 is rotated in the forward direction, and the tip of the pressing bolt 56 is rotated. When a pressing force is applied to the outer periphery of the reinforcing bar 10 by the portion, the reinforcing bar 10 is pressed against the inner periphery 42 a of the first arm portion 42, whereby the reinforcing bar 10 is fixed in the holding portion 46.
【0084】図18に示すように、上記継手12dはセ
ラミック等により中心角約180°の断面円弧状に形成
されるとともに、その円周方向一端部の軸方向ほぼ中間
位置に、溶接時に上記2本の鉄筋10の隣接する端部間
に設けられるべき間隔に対応した軸方向幅を有し、かつ
上記継手12dの断面が描く円弧の接線方向(図18中
A方向)に突出する間隔確認用突起12eが一体に設け
られている。As shown in FIG. 18, the joint 12d is formed of ceramic or the like into an arc-shaped cross section having a central angle of about 180 °, and is located at an axially intermediate position at one end in the circumferential direction. A space having an axial width corresponding to a space to be provided between adjacent ends of the reinforcing bar 10 and protruding in a tangent direction (A direction in FIG. 18) of an arc drawn by a cross section of the joint 12d. The projection 12e is provided integrally.
【0085】図19に示すように、上記治具40ととも
に使用する風防部材14cは、4つの矩形状の壁部57
乃至60を有し、図中上方及び下方が開放された箱状に
形成されている。壁部57の図中上端部の中央位置に
は、治具40の一方の第2アーム部45の外周に吸着さ
れて、風防部材14cを治具40を取り付けるための永
久磁石61が固定されている。また、壁部57、58の
図中下端には、鉄筋10の外周形状に対応する円弧状の
切欠62が形成されている。As shown in FIG. 19, the windshield member 14c used together with the jig 40 has four rectangular wall portions 57.
, And are formed in a box shape with the upper and lower sides open in the figure. At the center position of the upper end portion of the wall portion 57 in the figure, a permanent magnet 61 for attaching the jig 40 to the windshield 14 c is fixedly attached to the outer periphery of the second arm portion 45 of the jig 40. I have. An arc-shaped notch 62 corresponding to the outer peripheral shape of the reinforcing bar 10 is formed at the lower end of the walls 57 and 58 in the drawing.
【0086】この実施例において、溶接作業時には、図
20に示すように、まず、治具40の凹部43内に継手
12dを挿入して底面43aで支持する。この状態で第
1アーム部42の内周42aと継手12dの内周とが連
続した円弧状曲面をなすとともに、位置決め部としての
凹部43の端面43b(図17参照)により継手12d
の軸方向両端部が位置決めされて軸方向の移動が不可能
になる。In this embodiment, during the welding operation, as shown in FIG. 20, first, the joint 12d is inserted into the concave portion 43 of the jig 40 and supported by the bottom surface 43a. In this state, the inner periphery 42a of the first arm portion 42 and the inner periphery of the joint 12d form a continuous arcuate curved surface, and the joint 12d is formed by the end surface 43b of the concave portion 43 as a positioning portion (see FIG. 17).
Are positioned at both ends in the axial direction, so that movement in the axial direction becomes impossible.
【0087】続いて、図21に示すように、溶接すべき
2本の鉄筋10の対向する端部を第1アーム部42の内
周42a及び継手12dの内周上に載せ、両鉄筋10の
端面間に設定されるルート間隔Dが継手12dの間隔確
認用突起12eの長さとほぼ等しくなるように位置決め
して、両鉄筋10の端部をそれぞれ第1及び第2アーム
部42、45で抱持し、ロック部47でロックする。な
お、間隔確認用突起12eを有しない継手を使用する場
合は、ゲージによる測定または目測によりルート間隔D
を定めれば良い。Subsequently, as shown in FIG. 21, the opposite ends of the two rebars 10 to be welded are placed on the inner periphery 42a of the first arm 42 and the inner periphery of the joint 12d, and the two rebars 10 The root interval D set between the end faces is positioned so as to be substantially equal to the length of the interval checking projection 12e of the joint 12d, and the ends of both rebars 10 are held by the first and second arm portions 42 and 45, respectively. And locked by the lock unit 47. When using a joint having no projection 12e for confirming the interval, the route interval D is measured by a gauge or by visual measurement.
Should be determined.
【0088】続いて、図22に示すように、風防部材1
4cを両第2アーム部45間に挿入し、永久磁石61を
図中左側の第2アーム部45の外周に吸着させて風防部
材14cを治具40に取り付けた後、前記噴出管3を風
防部材14c内に挿入し、アーク熱により溶接用ワイヤ
4を溶融させて鉄筋10同志を溶接する。なお、屋内で
溶接作業を行う場合、または屋外であっても風速が所定
値以下の場合は、風防部材14cを用いないで溶接を行
うこともできる。Subsequently, as shown in FIG.
4c is inserted between the two second arm portions 45, and the permanent magnet 61 is attracted to the outer periphery of the second arm portion 45 on the left side in the figure to attach the windshield member 14c to the jig 40. It is inserted into the member 14c and the welding wire 4 is melted by arc heat to weld the reinforcing bars 10 together. When the welding operation is performed indoors, or when the wind speed is equal to or lower than a predetermined value even outdoors, welding can be performed without using the windshield member 14c.
【0089】図23に治具の他の実施例を示す。この治
具67は、図23には示さない鉄筋の外周の半周乃至そ
れ以上を覆い、円周方向の一部に開口の設けられた開口
付き筒状体としての断面円弧状体68を有する。断面円
弧状体68の軸方向両端部は、それぞれ上記鉄筋の端部
を保持する保持部70を構成し、断面円弧状体68の軸
方向中間部は、上記保持部70同志を連結する連結部7
1を構成している。FIG. 23 shows another embodiment of the jig. The jig 67 has an arc-shaped cross section 68 as a tubular body with an opening that covers half or more of the outer circumference of a reinforcing bar not shown in FIG. Both ends in the axial direction of the arcuate cross-section 68 constitute holding portions 70 for holding the ends of the reinforcing bars, and intermediate portions in the axial direction of the arcuate cross-section 68 are connecting portions for connecting the holding portions 70 together. 7
1.
【0090】各保持部70は、鉄筋外周の大略3/4周
程度を覆い、残りの1/4周程度が開口76とされたア
ーム部72と、アーム部72の図中上部中央位置に螺合
し、上記鉄筋をアーム部72の図中下部の小径内周77
に押圧する押圧ボルト73(押圧具)とを有している。
上記鉄筋が押圧されるアーム部72の図中下部は、アー
ム部72の図中側部及び上部より内径が小さくされ、そ
の結果、上記連結部71の内周に断面円弧状の凹部74
が設けられている。Each of the holding portions 70 covers approximately 3/4 of the outer circumference of the reinforcing bar, and has an opening 76 for the remaining 1/4 of the circumference. Then, the rebar is connected to the small-diameter inner periphery 77 of the lower portion of the arm portion 72 in the drawing.
And a pressing bolt 73 (pressing tool) for pressing the pressing bolt.
The lower portion of the arm portion 72 in which the reinforcing bar is pressed has a smaller inner diameter than the side portion and the upper portion of the arm portion 72 in the drawing.
Is provided.
【0091】この凹部74は、例えば、凹部74の両側
のアーム部72下部に、図には分離して示さない断面円
弧状の鉄板を溶接することにより形成される。なお、連
結部71の図23中の側部及び上部には、図19に示す
風防部材14cを取り付けるための切欠75が形成さ
れ、連結部71の中心角がほぼ180°になるように設
定されている。The recess 74 is formed, for example, by welding an iron plate having an arc-shaped section not shown separately to the lower part of the arm 72 on both sides of the recess 74. A notch 75 for attaching the windshield member 14c shown in FIG. 19 is formed at a side portion and an upper portion in FIG. 23 of the connecting portion 71, and the central angle of the connecting portion 71 is set to be substantially 180 °. ing.
【0092】図23の治具67を用いて溶接を行う場
合、まず、凹部74内に、例えば図3に示す継手12を
挿入して位置決めし、続いて開口76を介してアーム部
72内に鉄筋の端部を挿入する。そして、2本の鉄筋の
端部間に所定のルート間隔を設けた状態で押圧ボルト7
3により鉄筋をアーム部72の小径内周77に押圧して
固定し、必要により図19の風防部材14cをセットし
た後、溶接作業を行えば良い。When welding is performed by using the jig 67 shown in FIG. 23, first, for example, the joint 12 shown in FIG. Insert the end of the rebar. Then, with a predetermined route interval provided between the ends of the two reinforcing bars, the pressing bolt 7
The welding work may be performed after pressing the rebar to the small diameter inner periphery 77 of the arm 72 by 3 and fixing the same, and setting the windshield member 14c of FIG. 19 if necessary.
【0093】図24に上記治具67の変形例を示す。こ
の変形例の治具67aでは、上記断面円弧状体68に代
えて、断面多角形状で、周方向の一部に開口76aを有
する開口付き筒状体68aが使用され、その軸方向両端
部に、断面多角形状のアーム部72aと、押圧ボルト7
3aとを有する保持部70aが設けられるとともに、開
口付き筒状体68aの軸方向中間部に、断面多角形状の
連結部71aが設けられている。連結部71aの内周に
は、例えば、図18に示す継手12dを収容する断面円
弧状の凹部74aが設けられている。なお、この実施例
では、押圧ボルト73aにより鉄筋が、2つの壁部8
0、81間の屈曲部82近傍に押し付けられて固定され
るようになっている。これにより、鉄筋の位置決め精度
を一層向上させることができる。FIG. 24 shows a modification of the jig 67. In the jig 67a of this modification, a cylindrical body 68a having a polygonal cross section and having an opening 76a in a part in the circumferential direction is used in place of the arcuate body 68 in the cross section. , An arm 72 a having a polygonal cross section, and a pressing bolt 7
3a, and a connecting portion 71a having a polygonal cross section is provided at an axially intermediate portion of the tubular body 68a with an opening. On the inner periphery of the connecting portion 71a, for example, a concave portion 74a having an arc-shaped cross section for accommodating the joint 12d shown in FIG. 18 is provided. In this embodiment, the rebar is formed by the two bolts 8 by the pressing bolt 73a.
It is configured to be pressed and fixed in the vicinity of a bent portion 82 between 0 and 81. Thereby, the positioning accuracy of the rebar can be further improved.
【0094】次に、図13の継手12aを用いて特殊な
位置で溶接を行う場合の溶接手順について述べる。図2
5に示すように、例えば、屋内の天井83から鉛直下方
への突出量Cが1cm程度である鉄筋10aに他の鉄筋
10を接続する場合、鉄筋10aとの間に所定のルート
間隔Dを設定した状態で上記鉄筋10を適宜の方法で固
定、保持する。Next, a welding procedure when welding is performed at a special position using the joint 12a shown in FIG. 13 will be described. FIG.
As shown in FIG. 5, for example, when another reinforcing bar 10 is connected to the reinforcing bar 10a having a protrusion amount C of about 1 cm vertically downward from the indoor ceiling 83, a predetermined route interval D is set between the reinforcing bar 10a and the reinforcing bar 10a. In this state, the rebar 10 is fixed and held by an appropriate method.
【0095】続いて、継手12aをスポット溶接等によ
り鉄筋10a及び10に仮り付けした後、図1の溶接装
置を用いて炭酸ガスシールドアーク溶接法により本溶接
を行う。この本溶接後、溶接部位の強度検査が必要であ
れば、X線または超音波による非破壊検査を行えば良
い。検査の結果、強度が不足していれば、継手12aの
遮蔽部材12cを破砕または分離し、開口12bを介し
て前記の切削工具により溶接部位の補修を行える。な
お、図25のように、鉄筋10aの突出量Cが1cm程
度しかない場合、従来のように鉄筋10a及び10を所
定長さに渡って切断する方法では、補修が行えないもの
である。Subsequently, the joint 12a is temporarily attached to the reinforcing bars 10a and 10 by spot welding or the like, and then, main welding is performed by a carbon dioxide gas shielded arc welding method using the welding apparatus of FIG. After the main welding, if a strength inspection of the welded portion is required, a non-destructive inspection using X-rays or ultrasonic waves may be performed. As a result of the inspection, if the strength is insufficient, the shielding member 12c of the joint 12a is crushed or separated, and the welding portion can be repaired by the cutting tool through the opening 12b. When the amount of protrusion C of the reinforcing bar 10a is only about 1 cm as shown in FIG. 25, repair cannot be performed by a conventional method of cutting the reinforcing bars 10a and 10 over a predetermined length.
【0096】[0096]
【発明の効果】以上のように、本発明に係る溶接補助具
は、上記サポート部材の支持部内周に、溶接用継手の軸
方向両端部に当接して軸方向の位置決めを行う位置決め
部が設けられているので、サポート部材上で溶接用継手
が軸方向にずれることがなく、溶接時に溶接金属が溶接
用継手により確実に受けられて、溶接部位の裏側から漏
洩するような不具合は生じにくくなる。特に、2本の鉄
筋を鉛直方向に立てた状態で溶接作業を行う場合であっ
ても、鉛直方向に配置された溶接用継手の下端部が上記
位置決め部で位置決めされているので、上記溶接用継手
が軸方向にずれたり、鉄筋とサポート部材との間から抜
け落ちることはない。これにより、溶接作業を一層確実
に行えるようになる。As described above, the welding aid according to the present invention is provided with a positioning portion on the inner periphery of the support portion of the support member for performing axial positioning by contacting both ends of the welding joint in the axial direction. Since the welding joint is not displaced in the axial direction on the support member, the weld metal is reliably received by the welding joint at the time of welding, and a problem such as leakage from the back side of the welding site is less likely to occur. . In particular, even when performing welding work in a state in which two rebars are set up vertically, the lower end of the welding joint arranged vertically is positioned by the positioning portion. The joint does not shift in the axial direction and does not fall off between the reinforcing bar and the support member. Thus, the welding operation can be performed more reliably.
【0097】[0097]
【0098】[0098]
【0099】[0099]
【0100】[0100]
【0101】[0101]
【0102】[0102]
【0103】[0103]
【0104】[0104]
【0105】[0105]
【0106】[0106]
【0107】[0107]
【0108】[0108]
【0109】[0109]
【0110】[0110]
【0111】[0111]
【図1】本発明の実施例に係る溶接補助具を示す概略正
面図。FIG. 1 is a schematic front view showing a welding aid according to an embodiment of the present invention.
【図2】上記溶接補助具を用いて溶接を行う溶接装置の
斜視図。FIG. 2 is a perspective view of a welding device that performs welding by using the welding aid.
【図3】上記溶接補助具とともに使用する溶接用継手の
斜視図。FIG. 3 is a perspective view of a welding joint used together with the welding aid.
【図4】上記溶接補助具に含まれる治具の斜視図。FIG. 4 is a perspective view of a jig included in the welding aid.
【図5】上記溶接補助具に含まれるサポート部材の斜視
図。FIG. 5 is a perspective view of a support member included in the welding aid.
【図6】上記溶接補助具に含まれる風防部材の底面図。FIG. 6 is a bottom view of a windshield member included in the welding aid.
【図7】上記溶接補助具に含まれる風防部材の斜視図。FIG. 7 is a perspective view of a windshield member included in the welding aid.
【図8】上記治具により鉄筋を保持した状態を示す概略
正面図。FIG. 8 is a schematic front view showing a state where a reinforcing bar is held by the jig.
【図9】上記鉄筋に風防部材を係止した状態を示す概略
正面図。FIG. 9 is a schematic front view showing a state in which a windshield member is locked to the reinforcing bar.
【図10】上記鉄筋に更にサポート部材を係止した状態
を示す概略正面図。FIG. 10 is a schematic front view showing a state in which a support member is further locked to the rebar.
【図11】上記鉄筋の溶接部位の補修を行う様子を示す
概略正面図。FIG. 11 is a schematic front view showing a state in which a welded portion of the reinforcing bar is repaired.
【図12】本発明に係る溶接用継手の他の実施例を示す
斜視図。FIG. 12 is a perspective view showing another embodiment of the welding joint according to the present invention.
【図13】本発明に係る溶接用継手の更に他の実施例を
示す斜視図。FIG. 13 is a perspective view showing still another embodiment of the welding joint according to the present invention.
【図14】本発明に係る風防部材の他の実施例を示す斜
視図。FIG. 14 is a perspective view showing another embodiment of the windshield member according to the present invention.
【図15】図14の風防部材を鉄筋に係止した状態を示
す一部断面側面図。15 is a partial cross-sectional side view showing a state in which the windshield member of FIG. 14 is locked to a reinforcing bar.
【図16】図14の風防部材を鉄筋に係止した状態を示
す概略正面図。FIG. 16 is a schematic front view showing a state where the windshield member of FIG. 14 is locked to a reinforcing bar.
【図17】本発明の他の実施例に含まれる治具を示す斜
視図。FIG. 17 is a perspective view showing a jig included in another embodiment of the present invention.
【図18】図17の治具に用いる溶接用継手を示す斜視
図。FIG. 18 is a perspective view showing a welding joint used for the jig of FIG. 17;
【図19】図17の治具に取り付ける風防部材を示す斜
視図。FIG. 19 is a perspective view showing a windshield attached to the jig of FIG. 17;
【図20】図17の治具に溶接用継手をセットした状態
を示す斜視図。FIG. 20 is a perspective view showing a state where a welding joint is set on the jig of FIG. 17;
【図21】図17の治具により鉄筋を保持した状態を示
す斜視図。FIG. 21 is a perspective view showing a state where a reinforcing bar is held by the jig of FIG. 17;
【図22】図17の治具に風防部材を取り付けた状態を
示す概略正面図。FIG. 22 is a schematic front view showing a state where a windshield is attached to the jig of FIG. 17;
【図23】本発明の他の実施例に係る治具を示す斜視
図。FIG. 23 is a perspective view showing a jig according to another embodiment of the present invention.
【図24】本発明の更に他の実施例に係る治具を示す斜
視図。FIG. 24 is a perspective view showing a jig according to still another embodiment of the present invention.
【図25】本発明の溶接用継手による溶接の例を示す説
明図。FIG. 25 is an explanatory view showing an example of welding by the welding joint of the present invention.
10 鉄筋 11 治具 12 溶接用継手 12a 溶接用継手 12b 開口 12c 遮蔽部材 12d 溶接用継手 12e 間隔確認用突起 12f 開口 13 サポート部材 13a サポート 14、14a、14b、14c 風防部材 15 保持部 16 把手部 17 接続部 18 アーム部 19 連結部 20 押圧ボルト(押圧具) 22 支持部 22a 位置決め部材(位置決め部) 23 係止部 31 切欠 32 第1係止部 33 第2係止部 35 支持部 36 係合片(係合部) 37 超硬カッタ(切削工具) 40 治具 41 断面円弧状体 42 第1アーム部 43 凹部 45 第2アーム部 46 保持部 47 ロック部 56 押圧ボルト(押圧具) 57 治具 58 断面円弧状体 58a 開口付き筒状体 60、60a 保持部 61、61a 連結部 62、62a アーム部 63、63a 押圧ボルト 64、64a 凹部 66、66a 開口 DESCRIPTION OF SYMBOLS 10 Reinforcing bar 11 Jig 12 Welding joint 12a Welding joint 12b Opening 12c Shielding member 12d Welding joint 12e Spacing confirmation projection 12f Opening 13 Support member 13a Support 14, 14a, 14b, 14c Windshield member 15 Retaining part 16 Handle part 17 Connecting part 18 Arm part 19 Connecting part 20 Press bolt (Pressing tool) 22 Support part 22a Positioning member (Positioning part) 23 Lock part 31 Notch 32 First lock part 33 Second lock part 35 Support part 36 Engagement piece (Engaging part) 37 Carbide cutter (cutting tool) 40 Jig 41 Arc-shaped body 42 in cross section 42 First arm part 43 Depression 45 Second arm part 46 Holding part 47 Lock part 56 Pressing bolt (pressing tool) 57 Jig 58 Arc-shaped body 58a Cylindrical body with opening 60, 60a Holding part 61, 61a Connecting part 62, 62a Arm part 63, 63a Press bolt 64, 64a Recess 66, 66a Opening
フロントページの続き (56)参考文献 特開 昭56−168997(JP,A) 実開 昭60−84196(JP,U) 実開 昭62−15866(JP,U) 実開 平6−83183(JP,U) (58)調査した分野(Int.Cl.6,DB名) B23K 37/06 B23K 37/053 B23K 9/038 Continuation of the front page (56) References JP-A-56-168997 (JP, A) JP-A-60-84196 (JP, U) JP-A-62-15866 (JP, U) JP-A-6-83183 (JP) , U) (58) Fields investigated (Int. Cl. 6 , DB name) B23K 37/06 B23K 37/053 B23K 9/038
Claims (1)
き2本の鉄筋の相対向する端部をそれぞれ保持する1対
の保持部と、これら1対の保持部を連結する連結部とを
有し、溶接時に上記両鉄筋の固定用に使用される治具
と、断面円弧状の溶接用継手を上記2本の鉄筋の各端部
外周に沿わせて支持するサポート部材とを含む鉄筋の溶
接補助具であって、 上記治具の各保持部が鉄筋外周の少なくとも半周程度を
覆いながら上記鉄筋を保持するアーム部と、上記鉄筋を
上記アーム部に押圧して固定する押圧具とを有するとと
もに、上記連結部が溶接すべき鉄筋とほぼ平行に延びる
棒状の把手からなり、かつ上記サポート部材は上記溶接
用継手を外側から支持する支持部と、上記2本の鉄筋に
それぞれ係止される1対の係止部とを備え、このサポー
ト部材の支持部の内周に上記溶接用継手の軸方向両端部
にそれぞれ当接して軸方向の位置決めをする位置決め部
が設けられていることを特徴とする鉄筋の溶接補助具。1. A pair of holding portions, which are arranged at a predetermined interval and hold opposite ends of two rebars to be welded, respectively, and a connecting portion connecting the pair of holding portions. And a support member that supports a welding joint having an arc-shaped cross section along the outer periphery of each end of the two reinforcing bars. An arm part for holding the rebar while each holding part of the jig covers at least about half of the outer circumference of the rebar, and a pressing tool for pressing and fixing the rebar to the arm part. And the connecting portion is formed of a rod-like handle extending substantially parallel to the reinforcing bar to be welded, and the support member is engaged with the supporting portion for supporting the welding joint from outside and the two reinforcing bars, respectively. And a pair of locking portions. Welding aids rebar, wherein a positioning portion for positioning in the axial directions in the axial end portions of the inner periphery the welding joint of the support portion abuts the member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13328894A JP2926303B2 (en) | 1994-06-15 | 1994-06-15 | Rebar welding aid |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13328894A JP2926303B2 (en) | 1994-06-15 | 1994-06-15 | Rebar welding aid |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH081382A JPH081382A (en) | 1996-01-09 |
| JP2926303B2 true JP2926303B2 (en) | 1999-07-28 |
Family
ID=15101149
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP13328894A Expired - Fee Related JP2926303B2 (en) | 1994-06-15 | 1994-06-15 | Rebar welding aid |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2926303B2 (en) |
Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5459730B2 (en) * | 2012-05-14 | 2014-04-02 | 東洋ガス圧接株式会社 | Welding jig |
| CN102744549A (en) * | 2012-06-05 | 2012-10-24 | 芜湖鑫泰铜业有限公司 | Welding fixture of copper cylinder |
| CN110170795B (en) * | 2019-06-20 | 2021-01-08 | 极能电气(苏州)有限公司 | Welding equipment for machining automobile pipe fitting |
| CN112756882A (en) * | 2021-01-11 | 2021-05-07 | 中国十七冶集团有限公司 | Concentric positioner of electroslag pressure welding |
| CN114101977A (en) * | 2021-11-24 | 2022-03-01 | 江苏京沂电器有限公司 | Quick refrigerated manganin shunt welding set |
| CN115818932B (en) * | 2022-11-21 | 2025-08-15 | 宁波云德半导体材料有限公司 | Rotary friction welding device and method for quartz workpiece |
| CN115781001A (en) * | 2022-11-24 | 2023-03-14 | 中冶天工集团有限公司 | A steel electroslag pressure welding fixture and using method |
| CN116652436B (en) * | 2023-06-19 | 2024-03-08 | 贵州贵水投资发展股份有限公司 | Automatic welding equipment for sewage pump body |
| CN119282531A (en) * | 2024-12-03 | 2025-01-10 | 江苏中杰建兆智能装备有限公司 | Welding equipment for building construction |
-
1994
- 1994-06-15 JP JP13328894A patent/JP2926303B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH081382A (en) | 1996-01-09 |
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