JPH0749160B2 - Positioner for welding steel members - Google Patents
Positioner for welding steel membersInfo
- Publication number
- JPH0749160B2 JPH0749160B2 JP61282951A JP28295186A JPH0749160B2 JP H0749160 B2 JPH0749160 B2 JP H0749160B2 JP 61282951 A JP61282951 A JP 61282951A JP 28295186 A JP28295186 A JP 28295186A JP H0749160 B2 JPH0749160 B2 JP H0749160B2
- Authority
- JP
- Japan
- Prior art keywords
- welded
- positioner
- welding
- support pin
- steel
- 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
Links
- 238000003466 welding Methods 0.000 title claims description 30
- 229910000831 Steel Inorganic materials 0.000 title claims description 18
- 239000010959 steel Substances 0.000 title claims description 18
- 230000008878 coupling Effects 0.000 claims description 11
- 238000010168 coupling process Methods 0.000 claims description 11
- 238000005859 coupling reaction Methods 0.000 claims description 11
- 238000003825 pressing Methods 0.000 claims description 4
- 238000000034 method Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 230000007246 mechanism Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- 230000000452 restraining effect Effects 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
Landscapes
- Butt Welding And Welding Of Specific Article (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は建築鉄骨部材の溶接加工に用いる溶接用ポジシ
ョナに関する。TECHNICAL FIELD The present invention relates to a welding positioner used for welding a building steel member.
建築鉄骨部材の柱・梁仕口部やビルトアップH材などの
溶接を行う場合、適当な溶接姿勢をとるために溶接中の
部材を反転させる作業が発生する。When welding a column / beam joint of a building steel member or a built-up H material, an operation of reversing the member being welded to take an appropriate welding posture occurs.
これを自動化し、ポジショニングを効率化するため各種
のポジショナが開発されている。例えば鉄骨仕口部の溶
接用ポジショナは第14図に示すように、仕口部(被溶接
部材1)の一端を把持して矢印で示すように上下動、揺
動、回転(旋回)する片持型が一般的である。(溶接支
術1986年5月号、特開昭58−215295) 従来開発されているポジショナの問題点を第10図〜第14
図によって説明すると、次のようである。Various positioners have been developed to automate this and improve the efficiency of positioning. For example, as shown in FIG. 14, a welding positioner for a steel frame joint is a piece that grips one end of the joint (the member 1 to be welded) and moves up and down, swings, and rotates (swirls) as shown by arrows. Handheld type is common. (Welding operation May 1986 issue, JP-A-58-215295) The problems of the conventionally developed positioner are shown in Figs.
It will be described below with reference to the drawings.
第10図に示すように、被溶接部材1がチャックテー
ブル2に取りつけられているので被溶接部材1の溶接部
がポジショナのチャックテーブル2に干渉されて、溶接
作業ができない部分が生ずる。As shown in FIG. 10, since the member to be welded 1 is attached to the chuck table 2, the welded portion of the member to be welded 1 interferes with the chuck table 2 of the positioner, and a portion where welding work cannot be performed occurs.
被溶接部材のチャッキングに手間がかかり、信頼性
にも疑問がある。これは第11図に示すように、ボルト3
によっては被溶接部材1のフランジプレートを金具でチ
ャックテーブルに締付ける方式のため、所定位置へ被溶
接部材を精度良く据置き、しっかりとボルト締めする必
要があることが理由である。It takes a lot of time to chuck the member to be welded, and there is a doubt about its reliability. This is bolt 3 as shown in Fig. 11.
Depending on the method, the flange plate of the member to be welded 1 is fastened to the chuck table with a metal fitting, so that the member to be welded needs to be accurately placed at a predetermined position and tightly bolted.
第12図に示すように被溶接部材1をチャックテーブ
ル2にチャッキングする間、長時間に亘ってクレーン4
が拘束される。As shown in FIG. 12, while the workpiece 1 is being chucked on the chuck table 2, the crane 4 can be used for a long time.
Is restrained.
ポジショナの自由度が複数で、複雑化、高額化を招
いている。Positioners have multiple degrees of freedom, leading to complexity and cost.
第13図に示すように、被溶接部材1を反転して1aの
位置にすると被溶接部材の位置が大きく変化し、被溶接
部材の溶接加工すべき部分1bがロボット5などの作動域
6から外れてしまうものがある。As shown in FIG. 13, when the member 1 to be welded is inverted to the position 1a, the position of the member to be welded changes greatly, and the portion 1b of the member to be welded to be welded is moved from the operating area 6 of the robot 5 or the like. There are things that come off.
仕口部用ポジショナの多くは、第15図に示すように
被溶接部材1が仕口部である部材の溶接に適するが第16
図に示すような被溶接部材1がビルトアップH材を製造
する場合のウエブの反転には使用できない。Most of the positioner for the joint portion is suitable for welding the member whose welded member 1 is the joint portion as shown in FIG.
The member to be welded 1 as shown in the figure cannot be used for reversing the web when manufacturing the built-up H material.
第14図に示すような片持型のポジショナでは、鉄骨
仕口部(被溶接部材1)の大型化に伴い、被溶接部材1
のたわみが大きくなり、特に鉄骨仕口部先端の位置決め
精度が悪くなる。そのため、ロボット等による自動溶接
システムに支障をきたすという問題がある。In the cantilever type positioner as shown in FIG. 14, as the steel frame joint (member to be welded 1) becomes larger, the member to be welded 1
Deflection of the steel becomes large, and particularly the positioning accuracy of the tip of the steel-frame joint portion deteriorates. Therefore, there is a problem that the automatic welding system such as a robot is hindered.
本発明は上記〜の問題点を解消し、以下の目的を達
成しようとするものである。The present invention is intended to solve the problems (1) to (3) and achieve the following objects.
(a) 溶接部をポジショナが干渉しないこと。(A) The welder must not interfere with the positioner.
(b) 簡単なチャック方法で被溶接部材を確実に支
持、反転できること。(B) The member to be welded can be reliably supported and inverted by a simple chucking method.
(c) チャック部を別ユニット化し、あらかじめ被溶
接部材に取りつけすることでクレーンの拘束時間をでき
るだけ短縮すること。(C) Minimize the constraint time of the crane by making the chuck part a separate unit and mounting it on the member to be welded in advance.
(d) 1軸回転のみの単純な機構で、下向、水平の溶
接姿勢をとれること。(D) A simple mechanism that allows only one axis rotation to take a downward and horizontal welding posture.
(e) 反転による被溶接部材の位置移動を少なくする
こと。(E) To reduce the position movement of the member to be welded due to reversal.
(f) 仕口部のみならず、ビルトアップH材の溶接に
も使用できること。(F) It can be used not only for the joint part but also for welding the built-up H material.
(g) 両端支持のポジショナとすることで、たわみを
軽減し、位置決め精度を向上すること。(G) Use of a positioner that supports both ends to reduce deflection and improve positioning accuracy.
上記目的を達成するための本発明の技術手段を第1図、
第2図を参照して説明すると次の通りである。FIG. 1 shows the technical means of the present invention for achieving the above object.
It will be described below with reference to FIG.
溶接すべき鉄骨部材の長手方向両端部にボルトナットで
着脱自在に一端を固着され他端は鉄骨部材の長手方向に
突出した回動軸をなす支持ピンと、該支持ピンをそれぞ
れ回動自在に支持し支持支点間距離調整可能な2本の支
柱と、該2本の支柱を載置し一方の支柱側を支点として
他方の支柱側を上下動可能にした支柱載置台と、前記支
持ピンを回動させる動力手段とから成ることを特徴とす
る鉄骨部材溶接用ポジショナである。One end of each of the steel members to be welded in the longitudinal direction is removably fixed with bolts and nuts, and the other end is a support pin forming a rotating shaft protruding in the longitudinal direction of the steel member, and the support pins are rotatably supported. The two support columns with adjustable distances between the support fulcrums, the support column on which the two support columns are mounted, and the other support side is vertically movable with one support side as a fulcrum, and the support pin are rotated. It is a positioner for welding a steel frame member, characterized in that it comprises a power means for moving it.
次に、第2図によって本発明の好ましい実施態様を説明
すると、前記支持ピンの一方の先端部を角錐台状の角柱
に形成し、該角柱に外嵌し軸方向にシフト自在な軸継手
を動力軸端に取りつけ、該軸継手を前記角柱方向に押し
つける手段を備えたことを特徴とする特許請求の範囲第
1項に記載の鉄骨部材溶接用ポジショナである。Next, a preferred embodiment of the present invention will be described with reference to FIG. 2. One end portion of the support pin is formed into a truncated pyramid prism, and a shaft coupling that is externally fitted to the prism and is axially shiftable is provided. The positioner for welding a steel frame member according to claim 1, further comprising means for attaching the shaft joint to the power shaft end and pressing the shaft joint in the direction of the prism.
本発明のポジショナは上記のように構成されているの
で、被溶接部材をその両端で支えて回転させることがで
き、鉄骨柱・梁仕口部およびビルトアップH形部材の溶
接を、水平および下向姿勢にて行い、仕口部の大梁との
接合部またはビルトアップH形部材のウエブ両端を支点
とし、ウエブ貫通方向を回転軸とする1軸回転運動を被
溶接部材に与える。第15図および第16図は被溶接部材1
が本発明のポジショナによって両端の支持点(軸受21)
で支持され軸22まわりに矢印23のように回転することを
示した説明図である。この回転運動によって、仕口部お
よびビルトアップH形部材の全ての溶接部を、単純な回
転のみで水平または下向姿勢にて溶接することができ、
また反転によって被溶接部材の位置が大きく変動するこ
とがない。Since the positioner of the present invention is configured as described above, the member to be welded can be supported and rotated at both ends thereof, and the welding of the steel column / beam joint and the built-up H-shaped member can be performed horizontally and downwardly. This is carried out in a facing posture, and a uniaxial rotary motion is applied to the welded member with the joint of the joint with the girder or both ends of the web of the built-up H-shaped member as fulcrums, with the web penetrating direction as the axis of rotation. 15 and 16 show the member to be welded 1
By the positioner of the present invention, support points at both ends (bearing 21)
FIG. 12 is an explanatory view showing that the shaft is supported by and rotates about an axis 22 as shown by an arrow 23. By this rotational movement, all the welded portions of the joint portion and the built-up H-shaped member can be welded in a horizontal or downward position only by simple rotation,
Moreover, the position of the member to be welded does not significantly change due to the reversal.
またポジショナへのチャッキングに際し、第1図(c)
に示すように柱・梁仕口部の大梁接合部またはビルトア
ップH形部材のウエブ端に共通に存在するハイテンショ
ンボルト現場継手用のボルト孔を利用したチャッキング
ユニット10をボルト14によって事前に被溶接部材に取付
けておく。そして同部品から突き出した支持ピン12を、
上部に軸受21を設けた柱20にのせ、被溶接部材を両端支
持し、1軸回転自由度を被溶接部材に与える。When chucking the positioner, see Fig. 1 (c).
As shown in, the chucking unit 10 that uses bolt holes for high tension bolt field joints that are commonly present at the large beam joints of column / beam joints or at the web ends of built-up H-shaped members is preliminarily used with bolts 14. Attach it to the member to be welded. And the support pin 12 protruding from the same part,
The member to be welded is supported on both ends by mounting it on a column 20 having a bearing 21 provided on the upper portion thereof, and the member to be welded is provided with uniaxial rotational freedom.
チャッキングユニット10は、溶接部を干渉することがな
い。また、軽量小型のユニットをスプライス形式でボル
ト締めするために、チャッキングは簡単、確実となる。The chucking unit 10 does not interfere with the welded portion. Moreover, since the lightweight and small unit is bolted in a splice form, chucking is simple and reliable.
一方、ポジショナへ被溶接部材を搭載する場合、支柱上
端の軸受21へ支持ピンを落とし込むだけなため、天井ク
レーンの拘束時間およびチャッキングのためのポジショ
ナ稼動停止時間はごく短くて済む。ボルト孔は柱・梁仕
口部、ビルトアップH形部材共通にあるため、本件は共
に適用可能である。On the other hand, when the member to be welded is mounted on the positioner, the support pin is simply dropped into the bearing 21 at the upper end of the column, so that the restraining time of the overhead crane and the positioner operation stop time for chucking can be very short. Since the bolt holes are common to the column / beam joints and built-up H-shaped members, this case is applicable to both.
被溶接部材1の寸法によって、被駆動側の支柱20を移動
させ、支点間距離を調整する。従って、被溶接部材の大
きさや長さに対応することができる。The column 20 on the driven side is moved and the distance between fulcrums is adjusted according to the dimensions of the member 1 to be welded. Therefore, the size and length of the member to be welded can be accommodated.
回転運動は、支柱20に設けられた電動機等の駆動力をチ
ャッキングユニット10の支持ピンの噛合い部13を、軸継
手32と結合して動力を伝達することによって行う。The rotational movement is performed by connecting a driving force of an electric motor or the like provided on the support column 20 to a meshing portion 13 of the support pin of the chucking unit 10 with a shaft coupling 32 to transmit power.
また第2図に示すようにベッド40をピン41を中心として
シリンダ42で傾動させることができる。このような両端
支持方式のポジショナにおいては、第3図に示すよう
に、被溶接部材1の組立精度およびチャッキングユニッ
ト12の取り付け精度のばらつきによって、第4図に示す
ようにチャッキングユニット2の軸芯が振れ、通常の軸
継手では対応できない場合がある。この問題を解決する
ため、チャッキングユニット10のピン12の先端部を、テ
ーパ付角柱14とし(第2図(b)、(c)参照)、また
大径の角穴を持つスリーブ状の軸継手(カップリング)
33を常時シリンダ34等で角柱14側に押し付けている(第
2図(b)参照)。この軸継手33は芯振れに追随でき
る。溶接部材重心が回転中心の垂線を越えた時(第5
図)、カップリング33と角柱14の隙間だけ、被溶接部材
が落下する(第5図)という問題があるが、モータを正
逆揺動運転すればスリーブ状の軸継手33を押しつける手
段(シリンダ34等を用いる)の作用と相俟って隙間なく
連結することができる。その後通常運転に入る。Further, as shown in FIG. 2, the bed 40 can be tilted by the cylinder 42 about the pin 41. In such a both-end supporting type positioner, as shown in FIG. 3, due to variations in the assembly accuracy of the member to be welded 1 and the mounting accuracy of the chucking unit 12, the chucking unit 2 as shown in FIG. The shaft center may be out of alignment, and normal shaft couplings may not be able to handle it. In order to solve this problem, the tip of the pin 12 of the chucking unit 10 is a tapered prism 14 (see FIGS. 2 (b) and 2 (c)), and a sleeve-shaped shaft having a large-diameter square hole. Coupling
33 is constantly pressed against the prism 14 side by a cylinder 34 or the like (see FIG. 2 (b)). The shaft coupling 33 can follow the runout. When the center of gravity of the welding member exceeds the vertical line of the center of rotation (5th
Although there is a problem that the member to be welded falls only in the gap between the coupling 33 and the prism 14 (Fig. 5), means for pressing the sleeve-shaped shaft coupling 33 when the motor is oscillated in the forward and reverse directions (cylinder). 34, etc.) can be connected without any gap. Then start normal operation.
本発明の装置をSRC建築鉄骨十字柱の梁仕口部(第7
図)の溶接作業に適用した例を第14図の従来型ポジショ
ナと比較して説明する。第7図〜第9図は被溶接部材1
の仕上り図の斜視図である。The apparatus of the present invention can be applied to the beam connection part (7
The example applied to the welding work shown in FIG. 14 will be described in comparison with the conventional positioner shown in FIG. 7 to 9 show the welded member 1
It is a perspective view of the finish drawing of FIG.
(1)ポジショナへの部材の取付 従来、被溶接部材をポジショナ取付位置に運搬した後、
ポジショナに固定するのに作業員2名で約20分を要して
おり、かつこの作業は従来はポジショナ稼動中はできな
かった。(1) Mounting the member to the positioner Conventionally, after transporting the member to be welded to the positioner mounting position,
It took about 20 minutes for two workers to fix it to the positioner, and this work could not be done while the positioner was operating.
実施例ではポジショナの稼動とは別にチャッキングユニ
ットを被溶接部材に取付けることができ、作業員1名で
3分程度でチャッキングユニットの取付を完了した。ま
た、ポジショナを取付けた部材はクレーンにより支柱20
上に簡単に載置することができる。なお2本の支柱20は
支柱間の間隔を自由に調節することができる。In the embodiment, the chucking unit can be attached to the member to be welded separately from the operation of the positioner, and one worker completes the attachment of the chucking unit in about 3 minutes. In addition, the member with the positioner
Can be easily placed on top. The two columns 20 can freely adjust the distance between the columns.
(2)部材取付部と溶接部の干渉 従来の装置では第10図、第11図に示すようにチャックテ
ーブルを取りつけていたので、一方のフランジと他方の
フランジの突合わせ部の溶接ができない。従って被溶接
部材のチャックテーブルへの取付替えが必要であった
が、実施例ではこのような障害(干渉)がないので一回
の取付ですべての溶接加工が可能である。(2) Interference between the member mounting part and the welded part In the conventional device, the chuck table was mounted as shown in FIGS. 10 and 11, so welding of the abutting part of one flange and the other flange was not possible. Therefore, although it was necessary to replace the member to be welded with the chuck table, in the embodiment, since there is no such obstacle (interference), all the welding processes can be performed with one mounting.
(3)ポジショナの自由度 従来のポジショナは軸回り回動と軸傾動など2軸以上の
自由度を有していたので構造が複雑で設備費が高価であ
ったが、本実施例では回動運動のみの1軸自由度しかな
いので、構造が簡単安価である。本考案の装置の回転位
置制御は図示しないポテンションメータあるいはエンコ
ーダを用いて行う。また傾動位置制御は第2図に示すよ
うにサーボ機構を有するシリンダ42を作動して行う。シ
リンダ42の伸縮に伴い、ベース40は一端側のピン41を多
端が上下動することにより中心に傾動し、被溶接部材1
が傾斜する。(3) Degree of freedom of positioner Since the conventional positioner has two or more degrees of freedom such as rotation around the shaft and tilting of the shaft, the structure is complicated and the equipment cost is high. Since there is only one axis of freedom for movement, the structure is simple and inexpensive. Rotational position control of the device of the present invention is performed using a potentiometer or encoder (not shown). The tilting position control is performed by operating a cylinder 42 having a servo mechanism as shown in FIG. With the expansion and contraction of the cylinder 42, the base 40 tilts around the pin 41 on one end side as the multiple ends move up and down, and the member to be welded 1
Tilts.
(4)対象被溶接部材 従来のものは柱と梁の仕口部専用であったが実施例はそ
の他にビルトアップH鋼の溶接ができる。(4) Target member to be welded Conventionally, the column and beam joints were exclusively used, but in the example, built-up H steel can be welded.
(5)以上の結果、全工程に占める溶接時間比(アーク
タイム率)は従来20%程度であったものが実施例では約
40%に向上し、施工能率の向上、生産性の向上、コスト
ダウンに大きく寄与した。(5) As a result of the above, the welding time ratio (arc time rate) in all the processes was about 20% in the past
It improved to 40%, which greatly contributed to improvement of construction efficiency, productivity and cost reduction.
第17図は本発明の実施例のポジショナを装着した鉄骨仕
口自動溶接システムの全体斜視図を示すものである。被
溶接部材1はチャッキングユニット10を両端に取りつけ
て支柱20上に支持し、動力手段30で回動させる。溶接ロ
ボット5はコンピュータ7からの指令によって自動装置
6を操作し被溶接部材1を溶接する。この装置では従来
のポジショナに比較し、被溶接部材の位置決め精度が向
上したので溶接部材1個、1個のティーチングを必要と
せず、ラインコンピュータ7によるロボット動作命令
で、溶接施工ができるようになった。よって多大の省力
効果が得られた。FIG. 17 is an overall perspective view of an automatic steel-frame joint welding system equipped with a positioner according to an embodiment of the present invention. The member to be welded 1 has chucking units 10 attached to both ends, supported on columns 20, and rotated by power means 30. The welding robot 5 operates the automatic device 6 according to a command from the computer 7 to weld the member 1 to be welded. Compared with the conventional positioner, this device has improved positioning accuracy of the members to be welded, so that it is not necessary to teach each welding member one by one, and welding work can be performed by robot operation commands from the line computer 7. It was Therefore, a great labor saving effect was obtained.
本発明は上記のように構成されているので次の優れた効
果を奏する。Since the present invention is configured as described above, it has the following excellent effects.
イ) 簡易安価な装置で建築用鉄骨仕口部を確実に把持
回動でき溶接施工が容易にできる。B) With a simple and inexpensive device, the steel structure for construction can be securely gripped and rotated, and welding work can be facilitated.
ロ) ビルトアップH型鋼の溶接もできる。B) Welding of built-up H-section steel is also possible.
ハ) ポジショナ使用中に他の部材のチャッキングユニ
ットの取付を別途に行うことができ、またクレーンを拘
束する時間が短い。C) While the positioner is in use, the chucking unit for other members can be attached separately, and the time for restraining the crane is short.
ニ) 施工能率の向上、コストダウンに寄与する。D) It contributes to improvement of construction efficiency and cost reduction.
第1図は本発明の実施例を示し、(a)は正面図、
(b)は側面図、(c)はA部拡大詳細斜視図、第2図
は他の実施例を示し、(a)は正面図、(b)はそのB
部拡大図、(c)は(b)図のC−C矢視図、第3図は
組立精度の悪い被溶接部材の正面図、第4図はその端部
の拡大説明図、第5図は被溶接部材の中心線とチャッキ
ングユニットの支持ピン中心線とが食い違っている場合
の説明図、第6図は第5図の場合のカップリングと角柱
との関係を示す説明図、第7図、第8図、第9図は被溶
接部材を例示した斜視図、第10図〜第14図は従来技術の
説明図、第15図、第16図は本発明のポジショナの動作原
理の説明図、第17図は本発明装置を装着した鉄骨仕口自
動溶接システムの全体斜視図である。 1……被溶接部材 2……チャックテーブル 3……ボルト 4……クレーン 5……ロボット 6……ロボット作動範囲 7……コンピュータ 8……自動制御装置 10……チャッキングユニット 11……固着部 12……支持ピン 13……噛合い部 14……角柱 15……ボルト 20……支柱 21……軸受 22……中心軸 23……回転方向矢印 30……動力手段 32、33……軸継手 34……シリンダ(押付手段) 40……ベース 41……支点 42……シリンダFIG. 1 shows an embodiment of the present invention, (a) is a front view,
(B) is a side view, (c) is an enlarged detailed perspective view of part A, FIG. 2 shows another embodiment, (a) is a front view, and (b) is its B.
Part enlarged view, (c) is a view taken along the line CC of FIG. (B), FIG. 3 is a front view of a member to be welded with poor assembly accuracy, FIG. 4 is an enlarged explanatory view of its end, and FIG. Is an explanatory view when the center line of the member to be welded and the center line of the support pin of the chucking unit are inconsistent, and FIG. 6 is an explanatory view showing the relationship between the coupling and the prism in the case of FIG. 5, FIG. 8, FIG. 8 and FIG. 9 are perspective views exemplifying a member to be welded, FIG. 10 to FIG. 14 are explanatory views of the prior art, and FIG. 15 and FIG. 16 are explanations of the operating principle of the positioner of the present invention. FIG. 17 is an overall perspective view of an automatic steel-frame joint welding system equipped with the device of the present invention. 1 …… Welding member 2 …… Chuck table 3 …… Bolt 4 …… Crane 5 …… Robot 6 …… Robot operating range 7 …… Computer 8 …… Automatic controller 10 …… Chucking unit 11 …… Stuck part 12 …… Support pin 13 …… Mating part 14 …… Square pillar 15 …… Bolt 20 …… Post 21 …… Bearing 22 …… Center shaft 23 …… Rotating direction arrow 30 …… Power means 32, 33 …… Shaft coupling 34 …… Cylinder (pressing means) 40 …… Base 41 …… Support point 42 …… Cylinder
───────────────────────────────────────────────────── フロントページの続き (72)発明者 藤本 智也 東京都千代田区内幸町2丁目2番3号 川 崎製鉄株式会社東京本社内 (72)発明者 則長 保甫 香川県丸亀市昭和町18番地 四国鉄工株式 会社内 (56)参考文献 実開 昭62−113887(JP,U) ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Tomoya Fujimoto 2-3 2-3 Uchisaiwaicho, Chiyoda-ku, Tokyo Kawasaki Steel Corporation Tokyo headquarters (72) Inventor Noriho Hosho 18 Showa-cho, Marugame City, Kagawa Prefecture Shikoku Iron Works Co., Ltd. (56) References
Claims (2)
ルトナットで着脱自在に一端を固着され他端は鉄骨部材
の長手方向に突出した回動軸をなす支持ピンと、該支持
ピピンをそれぞれ回動自在に支持し支持支点間距離調整
可能な2本の支柱と、該2本の支柱を載置し一方の支柱
側を支点として他方の支柱側を上下動可能にした支柱載
置台と、前記支持ピンを回動させる動力手段とから成る
ことを特徴とする鉄骨部材溶接用ポジショナ。1. A support pin, which is detachably fixed to both ends of a steel member to be welded in the longitudinal direction by bolts and nuts, and has the other end forming a rotating shaft projecting in the longitudinal direction of the steel member, and the support pin, respectively. Two struts which are rotatably supported and whose distance between supporting fulcrums can be adjusted; and a stanchion mount on which the two stanchions are mounted and one stanchion side is a fulcrum and the other stanchion side is vertically movable. A positioner for welding a steel frame member, comprising a power means for rotating the support pin.
角柱に形成し、該角柱に外嵌し軸方向にシフト自在な軸
継手を動力軸端に取りつけ、該軸継手を前記角柱方向に
押しつける手段を備えたことを特徴とする特許請求の範
囲第1項に記載の鉄骨部材溶接用ポジショナ。2. One end of the support pin is formed as a truncated pyramid prism, and a shaft coupling externally fitted to the prism and shiftable in the axial direction is attached to a power shaft end, the shaft coupling being the prism. The positioner for welding a steel frame member according to claim 1, further comprising means for pressing in a direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61282951A JPH0749160B2 (en) | 1986-11-27 | 1986-11-27 | Positioner for welding steel members |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61282951A JPH0749160B2 (en) | 1986-11-27 | 1986-11-27 | Positioner for welding steel members |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63137597A JPS63137597A (en) | 1988-06-09 |
| JPH0749160B2 true JPH0749160B2 (en) | 1995-05-31 |
Family
ID=17659234
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP61282951A Expired - Lifetime JPH0749160B2 (en) | 1986-11-27 | 1986-11-27 | Positioner for welding steel members |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0749160B2 (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2855579B2 (en) * | 1991-02-20 | 1999-02-10 | ヤンマーディーゼル株式会社 | Variable width discharging blade structure |
| JP5044294B2 (en) * | 2007-06-11 | 2012-10-10 | 日軽金アクト株式会社 | Joining method |
| JP5808219B2 (en) * | 2011-10-19 | 2015-11-10 | エム・エムブリッジ株式会社 | Steel structure reversing jig, steel structure reversing device, and steel structure reversing method |
| JP7395804B2 (en) * | 2019-05-23 | 2023-12-12 | 株式会社竹中工務店 | How to weld steel walls |
| CN110640375B (en) * | 2019-09-28 | 2021-05-11 | 浙江三门信特运输有限公司 | Trailer hook welding machine |
| CN111151949B (en) * | 2020-01-14 | 2021-12-31 | 重庆实创钢结构有限公司 | Steel assemblage clamping device |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62113887U (en) * | 1986-01-10 | 1987-07-20 |
-
1986
- 1986-11-27 JP JP61282951A patent/JPH0749160B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63137597A (en) | 1988-06-09 |
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