JPH0825020B2 - Automatic welding equipment - Google Patents
Automatic welding equipmentInfo
- Publication number
- JPH0825020B2 JPH0825020B2 JP3141375A JP14137591A JPH0825020B2 JP H0825020 B2 JPH0825020 B2 JP H0825020B2 JP 3141375 A JP3141375 A JP 3141375A JP 14137591 A JP14137591 A JP 14137591A JP H0825020 B2 JPH0825020 B2 JP H0825020B2
- Authority
- JP
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- Prior art keywords
- welding
- thickness
- layers
- layer
- welded
- 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
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Description
【0001】[0001]
【産業上の利用分野】本発明は、主として建築に用いら
れる鉄骨部材等の開先部を自動で溶接する自動溶接装置
に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an automatic welding device for automatically welding a groove portion of a steel frame member or the like mainly used in construction.
【0002】[0002]
【従来の技術】建築用の鉄骨部材の溶接は溶接箇所が短
く又溶接箇所が多いため、従来より、かかる鉄骨部材の
溶接には移動や溶接準備が容易な軽量小型の直交型の自
動溶接装置が用いられている。また、一般的に、建築用
の鉄骨部材は板厚が厚いので、溶接層を何層か積み重ね
ることにより溶接を行っている。2. Description of the Related Art Since welding of steel members for construction is short and there are many welding points, conventionally, for welding such steel members, it is easy to move and prepare for welding. Is used. In general, steel plates for construction have a large plate thickness, so welding is performed by stacking several welding layers.
【0003】[0003]
【発明が解決しようとする課題】ところで、建築用の溶
接では、溶接終了後の溶接部が被鉄骨部材の表面よりも
隆起している必要がある。すなわち、この隆起部の高さ
(以下余盛り高さと称する。)は低すぎると強度不足に
なり、また高すぎると溶接応力が大きくなる。このた
め、余盛り高さが一定の範囲内に収まるように溶接層の
厚さ及び溶接層の層数を決定する必要がある。しかし、
従来の自動溶接装置では、溶接する鉄骨部材の板厚が、
例えば20mm,25mm,30mmである場合の各々
の溶接条件(各溶接層の厚さ、溶接層の数)についての
データをデータベース化し、自動溶接を行うときに、そ
のデータベースから各板厚についての必要な条件を読み
だして溶接を行っている。このように従来の装置では溶
接する鉄骨部材の板厚毎にデータを記憶していたので、
溶接可能な板厚範囲内の板厚であっても、その範囲内の
すべての鉄骨部材の板厚についてデータを持つことはデ
ータベースが巨大なものとなるので、実現不可能であっ
た。このため、従来の自動溶接装置では、自動溶接する
ことができる鋼板の板厚が20mm,25mm,30m
mというように、段階状になり、これらの板厚の間の寸
法、例えば23mmや28mmの鋼材については、溶接
データを持っていなかったので、これらの板厚の鋼材に
ついては余盛り高さを高精度仕上げることができなかっ
た。By the way, in the welding for construction, it is necessary that the welded portion after the welding is finished is higher than the surface of the steel frame member. That is, if the height of the raised portion (hereinafter referred to as the extra height) is too low, the strength becomes insufficient, and if it is too high, the welding stress increases. For this reason, it is necessary to determine the thickness of the welding layer and the number of welding layers so that the surplus height falls within a certain range. But,
In the conventional automatic welding equipment, the plate thickness of the steel member to be welded is
For example, in the case of 20 mm, 25 mm, and 30 mm, data on each welding condition (thickness of each welding layer, number of welding layers) is made into a database, and when performing automatic welding, the necessity for each plate thickness from the database We read out various conditions and perform welding. In this way, in the conventional device, data is stored for each plate thickness of the steel member to be welded,
Even if the plate thickness is within the weldable plate thickness range, it is impossible to have data on the plate thicknesses of all the steel members within the range because the database becomes huge. Therefore, in the conventional automatic welding device, the plate thickness of the steel plate that can be automatically welded is 20 mm, 25 mm, 30 m.
Since there is no welding data for steel materials having a dimension between these thicknesses, for example, a steel material having a thickness of 23 mm or 28 mm, the surplus height is required for steel materials having these thicknesses. I couldn't finish with high precision.
【0004】本発明は上記事情に基づいてなされたもの
であり、大容量のデータベースを必要とせずに、溶接可
能な板厚範囲内においては余盛り高さを高精度に仕上げ
ることができる自動溶接装置を提供することを目的とす
るものである。The present invention has been made based on the above circumstances, and is an automatic welding that can finish the surplus height with high accuracy within the range of weldable plate thickness without requiring a large-capacity database. The purpose is to provide a device.
【0005】[0005]
【課題を解決するための手段】上記の目的を達成するた
めの本発明に係る自動溶接装置は、溶接トーチを空間直
行座標軸上で移動して被溶接部材の開先部を溶接する自
動溶接装置において、第1及び第2溶接層の肉厚が6m
m、第3及び第4溶接層の肉厚が5mm、第5〜第n
(nは6以上の整数)溶接層の肉厚が4mmである第1
の溶接肉厚情報、及び第1〜第4溶接層の肉厚が5m
m、第5〜第n溶接層の肉厚が4mmである第2の溶接
肉厚情報を有する溶接肉厚情報、前記被溶接部材の各板
厚毎に前記2つの溶接肉厚情報のうちのいずれを選択す
るのかを定めた情報、並びに前記被溶接部材の各板厚に
ついての溶接層の層数を記憶する記憶手段と、前記被溶
接部材の板厚に応じて前記記憶手段から前記2つの溶接
肉厚情報のうちのいずれか及び前記溶接層の層数を読み
出して前記溶接トーチを制御して各溶接層の溶接を行う
制御手段と、を設けたことを特徴とするものである。SUMMARY OF THE INVENTION An automatic welding apparatus according to the present invention for achieving the above object is an automatic welding apparatus for moving a welding torch on a space orthogonal coordinate axis to weld a groove of a member to be welded. In, the thickness of the first and second welding layers is 6m
m, the thickness of the third and fourth welding layers is 5 mm, the fifth to nth
(N is an integer of 6 or more) The first thickness of the welding layer is 4 mm.
Welding thickness information, and the thickness of the first to fourth welding layers is 5 m
m, the second welding in which the thickness of the 5th to nth welding layers is 4 mm
Welding thickness information having a wall thickness information, the information that defines one or to select one of the two weld thickness information to each plate for each thickness of the member to be welded, and the thickness of the workpiece to be welded Regarding the number of welding layers, and one of the two pieces of welding thickness information and the number of layers of the welding layer are read from the storage unit according to the plate thickness of the member to be welded. And a control means for controlling the welding torch to perform welding of each welding layer.
【0006】[0006]
【0007】[0007]
【作用】本発明は前記の構成によって、予め複数の溶接
肉厚情報と溶接層の層数とを記憶しておき、被溶接部材
の板厚に応じて、複数の溶接肉厚情報の中から最適な溶
接肉厚情報とそのときの溶接層の層数とを読み出して溶
接することにより、複数の板厚の被溶接部材について、
共通の溶接肉厚情報を使用することができるので、被溶
接部材の各板厚毎に溶接層の肉厚及び層数のデータを保
持している従来の装置に比べて、はるかに少ない容量の
データベースにより被溶接部材を溶接することができ、
しかも所望の余盛り高さに高精度に仕上げることができ
る。According to the present invention, a plurality of pieces of welding wall thickness information and the number of welding layers are stored in advance by the above-mentioned structure, and a plurality of pieces of welding wall thickness information are selected from among a plurality of pieces of welding wall thickness information according to the plate thickness of the member to be welded. By reading and welding the optimum welding thickness information and the number of layers of the welding layer at that time, for a welded member having a plurality of plate thicknesses,
Since it is possible to use common welding thickness information, a much smaller capacity than the conventional device that holds the data of the welding layer thickness and the number of layers for each plate thickness of the welded member can be used. Welding parts can be welded by the database,
Moreover, it is possible to finish with a desired extra height with high precision.
【0008】そして、第1及び第2溶接層の肉厚が6m
m、第3及び第4溶接層の肉厚が5mm、第5〜第n
(nは6以上の整数)溶接層の肉厚が4mmである第1
の溶接肉厚情報と、第1〜第4溶接層の肉厚が5mm、
第5〜第n溶接層の肉厚が4mmである第2の溶接肉厚
情報とを備えることにより、6mm以上の板厚を有する
被溶接部材について、溶接層の層数を適切なものとする
ことにより、余盛り高さを2mm〜4mmの範囲内に収
めることができ、溶接肉厚情報については2つのデータ
を備えるだけで、余盛り高さについて高精度に仕上げる
ことができる。The wall thickness of the first and second welding layers is 6 m.
m, the thickness of the third and fourth welding layers is 5 mm, the fifth to nth
(N is an integer of 6 or more) The first thickness of the welding layer is 4 mm.
Welding thickness information and the thicknesses of the first to fourth welding layers are 5 mm,
By providing the second welding thickness information in which the thickness of the fifth to nth welding layers is 4 mm, the number of layers of the welding layers is made appropriate for the welded member having a plate thickness of 6 mm or more. As a result, the surplus height can be set within the range of 2 mm to 4 mm, and the surplus height can be finished with high accuracy only by providing two pieces of welding thickness information.
【0009】[0009]
【実施例】以下に本発明の一実施例を図1乃至図6を参
照して説明する。図1は本発明の一実施例である自動溶
接装置の概略全体図、図2は本実施例装置を用いて溶接
する開先部の断面図、図3はその開先部の第1溶接層を
示す概略斜視図、図4は各領域における各溶接層の断面
積を算出するフローチャート、図5は各領域における各
溶接層の溶接速度を算出するフローチャートである。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIGS. FIG. 1 is a schematic overall view of an automatic welding apparatus according to an embodiment of the present invention, FIG. 2 is a sectional view of a groove portion to be welded using the apparatus of this embodiment, and FIG. 3 is a first welding layer of the groove portion. FIG. 4 is a flowchart for calculating the cross-sectional area of each welding layer in each region, and FIG. 5 is a flowchart for calculating the welding speed of each welding layer in each region.
【0010】図1に示す本実施例の自動溶接装置は、溶
接機10と制御装置100とからなり、溶接機10はレ
ール部11と、そのレール部11に沿って移動自在に構
成された台車部20と、台車部20に設けられた伸縮自
在な伸縮腕30を介して取着された溶接トーチ支持部4
0と、溶接トーチ支持部40によって支持された溶接ト
ーチ部50とを備える。The automatic welding apparatus of this embodiment shown in FIG. 1 comprises a welding machine 10 and a control apparatus 100. The welding machine 10 has a rail portion 11 and a carriage which is movable along the rail portion 11. Welding torch support part 4 attached via the part 20 and the expandable telescopic arm 30 provided on the carriage part 20.
0 and a welding torch portion 50 supported by the welding torch support portion 40.
【0011】制御装置100は、モータMx により伸縮
腕30の伸縮を制御して溶接トーチ部50のx軸方向に
おける移動を調整するx軸方向移動制御部60と、モー
タMy により台車部20を移動することにより溶接トー
チ部50のy軸方向における移動を調整するy軸方向移
動制御部(溶接速度制御手段)62と、モータMz によ
り溶接トーチ支持部40のz軸方向における移動を制御
することにより溶接トーチ部50のz軸方向における移
動を調整するz軸方向移動制御部64と、モータMr に
より溶接トーチ部50の揺動を制御する揺動制御部66
と、装置全体を制御する主制御部70と、溶接に必要な
データを記憶するメモリ71及び共有メモリ72と、操
作用のスイッチやメータ等を有する操作部80とを備え
る。尚、x,y,zは各々空間直行座標軸を表してい
る。また、74はI/Oポートである。The control device 100 controls the expansion and contraction of the expansion and contraction arm 30 by the motor M x to adjust the movement of the welding torch part 50 in the x axis direction, and the carriage 20 by the motor M y. And a y-axis direction movement control section (welding speed control means) 62 for adjusting the movement of the welding torch section 50 in the y-axis direction, and a motor M z to control the movement of the welding torch support section 40 in the z-axis direction. and z-axis direction movement control unit 64 for adjusting the movement in z-axis direction of the welding torch 50 by, swing control unit 66 for controlling the oscillation of the welding torch 50 by the motor M r
A main control unit 70 that controls the entire apparatus, a memory 71 and a shared memory 72 that store data necessary for welding, and an operation unit 80 that has an operation switch, a meter, and the like. It should be noted that x, y, and z each represent a space orthogonal coordinate axis. Also, 74 is an I / O port.
【0012】図示しない溶接用ワイヤ供給装置によって
送られた溶接用のワイヤは、溶接トーチ部50から送り
だされ、溶融されて開先部に積層される。図2は建築用
の鉄骨等の柱に梁を付ける場合のようにレ字状をした開
先部を8層に分けて溶接する場合を示している。一般に
建築用の鉄骨の場合、板厚が厚くなるので、このように
多層溶接になる。A welding wire sent by a welding wire supply device (not shown) is sent out from the welding torch portion 50, melted and laminated on the groove portion. FIG. 2 shows a case where a square-shaped groove portion is divided into eight layers and welded, as in the case where a beam is attached to a steel frame or the like for construction. Generally, in the case of steel frames for construction, the plate thickness becomes thicker, and thus multi-layer welding is performed.
【0013】本実施例装置を用いて溶接するには、予め
開先部の溶接長L、溶接開始部と溶接終了部における開
先部の開先底面幅WS ,WE 、開先角度α及び開先部の
高さ(本実施例の場合は板厚)tを操作部より入力す
る。これらの値の入力は手動で行っても良いし、自動計
測して入力してもよい。主制御部70は、これらの情報
に基づいて、余盛り高さが2〜4mmの範囲内に収まる
ように、板厚tから最適な溶接層の数と溶接層の厚さを
決定し、その値に基づいて各領域の各溶接層の断面積を
算出する。To perform welding using the apparatus of this embodiment, the welding length L of the groove portion, the groove bottom widths W S and W E of the groove portion at the welding start portion and the welding end portion, and the groove angle α are previously set. And the height (plate thickness in the case of this embodiment) t of the groove portion are input from the operation portion. These values may be manually input or may be automatically measured and input. Based on these pieces of information, the main control unit 70 determines the optimum number of weld layers and the thickness of the weld layers from the plate thickness t so that the surplus height is within the range of 2 to 4 mm, and the The cross-sectional area of each weld layer in each region is calculated based on the value.
【0014】今、主制御部70が、例えば図2に示すよ
うに溶接層の数を8、各溶接層の肉厚をt1 〜t8 に決
定すると、次に図3に示すように開先部の溶接開始部か
ら溶接終了部までの溶接長Lを32の領域に等分し、各
領域に付いて各々0から31までの番地を付し、その3
2の領域の各々に於ける各溶接層の面積を求める。一般
的に溶接長Lは建築用鉄骨では最長で約300mmであ
るので、32の領域に区分すれば、高精度の溶接制御を
行うことができる。尚、建築用の鉄骨部材は機械加工さ
れるので、開先底面幅の変化は直線的に変化する。ま
た、本実施例では板厚が34mmであるので、各溶接層
の肉厚はt1 ,t2 =5、t3 ,t4 =5、t5 〜t8
=4mmに設定している。[0014] Now, the main controller 70, for example 8 the number of welding layers 2, when the thickness of each weld layer is determined to t 1 ~t 8, then as shown in FIG. 3 opens The welding length L from the welding start portion to the welding end portion at the leading end is equally divided into 32 regions, and the numbers 0 to 31 are assigned to the respective regions, which is 3
The area of each weld layer in each of the two regions is determined. In general, the welding length L is about 300 mm at the longest in the steel frame for construction, so that if it is divided into 32 regions, highly accurate welding control can be performed. Since the steel member for construction is machined, the groove bottom width changes linearly. In addition, since the plate thickness is 34 mm in the present embodiment, the thickness of each welding layer is t 1 , t 2 = 5, t 3 , t 4 = 5, t 5 to t 8.
= 4 mm is set.
【0015】図2に示す溶接開始部の第1溶接層の面積
SS1(=S01)は、開先部の開先底面幅(第1溶接層の
底辺)をWS1(=W01)、第2溶接層の底辺をWS2(W
02)とすると、 SS1=WS1×t1 +t1 2 ×tan α/2 となる。ただし、本実施例では開先角度αは全溶接長に
わたって一定であるとする。また、このときの第2溶接
層の底辺WS2は、 WS2=WS1+t1 ×tan α となる。この第2溶接層の底辺W2 に基づいて第2溶接
層の面積を同様にして求める。以下同様にして溶接開始
部(領域0番地)における各溶接層の面積を順次算出す
る。このようにして図4に示すように0番地から31番
地までの各領域について各溶接層の断面積を算出する。The area S S1 (= S 01 ) of the first welding layer at the welding start portion shown in FIG. 2 is the groove bottom width (base of the first welding layer) of the groove portion is W S1 (= W 01 ). , W S2 (W
When 02), the S S1 = W S1 × t 1 + t 1 2 × tan α / 2. However, in this embodiment, the groove angle α is assumed to be constant over the entire welding length. Further, the base side W S2 of the second weld layer at this time is W S2 = W S1 + t 1 × tan α. The area of the second weld layer is similarly obtained based on the bottom side W 2 of the second weld layer. In the same manner, the area of each welding layer at the welding start portion (area 0) is sequentially calculated. Thus, as shown in FIG. 4, the cross-sectional area of each welding layer is calculated for each region from address 0 to address 31.
【0016】次に、溶接開始部、すなわち0番地におけ
る第1溶接層の溶接速度(VS1=V01)を下式によって
算出する。 VS1=溶着量/7.8×SS1 ただし、溶着量は溶接ワイヤの種類、ワイヤ供給速度及
び溶接電流等によって定まる定数、7.8は鉄の比重で
ある。また、ワイヤは1.2mm径のソリッドワイヤで
ある。以下図5に示すように0番地における各溶接層
(第2〜第8まで)の溶接速度を算出し、以下31番地
までの各領域における各溶接層の溶接速度を算出する。
このようにして算出された結果はメモリ71に記憶され
る。記憶されたデータは、溶接長の領域を通過する毎に
取り出され共有メモリ72に送られ、モータ速度の指令
値となる。Next, the welding speed (V S1 = V 01 ) of the first weld layer at the welding start portion, that is, at address 0 is calculated by the following formula. V S1 = deposition amount / 7.8 × S S1 However, the deposition amount is a constant determined by the type of welding wire, the wire supply speed, the welding current, and the like, and 7.8 is the specific gravity of iron. The wire is a solid wire having a diameter of 1.2 mm. Hereinafter, as shown in FIG. 5, the welding speed of each weld layer (Nos. 2 to 8) at address 0 is calculated, and the welding speed of each weld layer at each area up to address 31 is calculated.
The result calculated in this way is stored in the memory 71. The stored data is taken out and sent to the shared memory 72 every time it passes through the welding length area, and becomes a command value of the motor speed.
【0017】本実施例装置を用いて、例えば鉄骨部材の
開先部を多層溶接するには、まず溶接する鉄骨部材の開
先部の溶接開始位置に、本実施例の溶接機10を配置す
る。次に、前述の如く開先部の開先角度、溶接開始部と
溶接終了部における開先底面幅、溶接長及び開先部の板
厚の値を測定して操作部80より、手動又は自動でこれ
らの値を設定する。In order to perform multi-layer welding of the groove portion of the steel frame member using the apparatus of this embodiment, first, the welding machine 10 of this embodiment is arranged at the welding start position of the groove portion of the steel frame member to be welded. . Next, as described above, the groove angle of the groove portion, the groove bottom width at the welding start portion and the welding end portion, the value of the welding length and the plate thickness of the groove portion are measured, and the manual or automatic operation is performed from the operation unit 80. To set these values.
【0018】主制御部70は設定された各値に基づい
て、溶接層の数及びその肉厚を決定し、更に上記の手順
に従って32の各領域の各溶接層毎の断面積から算出し
た溶接速度をメモリ71に記憶する。y軸方向移動制御
部62は、共有メモリ72から読み出した溶接速度に基
づいてモータMy を制御して台車部20の移動速度を制
御することにより溶接トーチ部50の溶接速度を所定の
速度とする。第1溶接層の溶接が終了すると、z軸方向
移動制御部64はモータMz を制御して溶接トーチ支持
部40を上方に移動することにより、第1溶接層の肉厚
分だけ溶接トーチ部50を上方に移動する。また、本実
施例のようにレ字状の開先部を溶接する場合には、x軸
方向における溶接開始位置が各溶接層毎に異なるので、
x軸方向移動制御部はモータMx を制御して伸縮腕30
の伸縮を調整することにより、各溶接層毎に溶接トーチ
部50の溶接開始位置を図2の点線Aで示すように調整
する。更に、揺動制御部66は各領域の各溶接層毎にモ
ータMr を制御して底面幅に応じた振幅となるように溶
接トーチ部50を揺動することにより、被溶接部材であ
る鉄骨や前の溶接層を確実に溶かしながら溶接すること
ができる。尚、溶接の際には、図示しない溶接ガス供給
装置より、溶接用の炭酸ガスが供給される。The main control unit 70 determines the number of weld layers and the wall thickness based on each set value, and further calculates the welding calculated from the cross-sectional area of each weld layer in each of 32 regions according to the above-mentioned procedure. The speed is stored in the memory 71. The y-axis direction movement control unit 62 controls the motor M y based on the welding speed read from the shared memory 72 to control the moving speed of the carriage unit 20 to set the welding speed of the welding torch unit 50 to a predetermined speed. To do. When the welding of the first welding layer is completed, the z-axis direction movement control section 64 controls the motor M z to move the welding torch support section 40 upward, so that the welding torch section corresponds to the thickness of the first welding layer. Move 50 upwards. Further, when welding a groove-shaped groove portion as in the present embodiment, since the welding start position in the x-axis direction is different for each welding layer,
The x-axis direction movement control unit controls the motor M x to control the telescopic arm 30.
By adjusting the expansion and contraction of the welding torch portion 50, the welding start position of the welding torch portion 50 is adjusted as indicated by the dotted line A in FIG. Further, the swing control unit 66 controls the motor M r for each welding layer in each region to swing the welding torch unit 50 so that the amplitude thereof corresponds to the bottom surface width, and thus the steel frame that is the member to be welded. It is possible to weld while reliably melting the weld layer before and. During welding, carbon dioxide gas for welding is supplied from a welding gas supply device (not shown).
【0019】次に、積層する各溶接層の肉厚及びその層
数について説明する。表1は板厚と、積層する各溶接層
の肉厚に関する情報である溶接肉厚情報及び溶接層の層
数等との関係を示した表である。Next, the thickness of each welding layer to be laminated and the number of layers will be described. Table 1 is a table showing the relationship between the plate thickness, the welding thickness information, which is the information about the thickness of each of the welding layers to be laminated, the number of welding layers, and the like.
【0020】本実施例装置の溶接可能な板厚範囲は6〜
50mmに設定してある。これは、主として建築用に使
用される鉄骨の板厚が6〜50mmであるからである。
また、本実施例装置は板厚が6〜50mmまでの鉄骨に
対して、2つの型の溶接肉厚情報を持っている。第1の
溶接肉厚情報(以下単にA型とも称する。)は第1及び
第2溶接層が6mm、第3及び第4溶接層が5mm、第
5溶接層から12溶接層が4mmである。第2の溶接肉
厚情報(以下単にB型とも称する。)は第1溶接層から
第4溶接層までが5mm、第5溶接層から第12溶接層
が4mmである。また、第1及び第2の溶接肉厚情報、
並びに表1に記載された板厚と、型及び溶接層の層数と
の関係は予めメモリ71に記憶されている。The weldable plate thickness range of the apparatus of this embodiment is 6 to.
It is set to 50 mm. This is because the plate thickness of the steel frame mainly used for construction is 6 to 50 mm.
Further, the apparatus of this embodiment has two types of weld thickness information for steel frames having a plate thickness of 6 to 50 mm. The first weld thickness information (hereinafter also simply referred to as A type) is 6 mm for the first and second weld layers, 5 mm for the third and fourth weld layers, and 4 mm for the fifth to twelfth weld layers. The second weld thickness information (hereinafter also simply referred to as B type) is 5 mm from the first weld layer to the fourth weld layer and 4 mm from the fifth weld layer to the twelfth weld layer. Also, the first and second welding wall thickness information,
Also, the relationship between the plate thickness and the number of molds and the number of welding layers shown in Table 1 are stored in the memory 71 in advance.
【0021】[0021]
【表1】 [Table 1]
【0022】図6は溶接肉厚情報の型及び溶接層の層数
の選択動作を説明するためのフローチャートである。以
下図6を参照して型及び層数の選択動作について説明す
る。まず、操作部80より溶接する鉄骨の板厚、例えば
20mmを入力する。この板厚の入力は板厚測定装置等
を使用して自動で行ってもよい。主制御部70はこの入
力値に基づき、メモリ71から必要な溶接条件を読み出
す。FIG. 6 is a flow chart for explaining the operation of selecting the type of weld thickness information and the number of weld layers. The operation of selecting the mold and the number of layers will be described below with reference to FIG. First, the thickness of the steel frame to be welded, for example, 20 mm is input from the operation unit 80. This input of the plate thickness may be automatically performed using a plate thickness measuring device or the like. The main control unit 70 reads out the necessary welding conditions from the memory 71 based on this input value.
【0023】すなわち、図6のステップS1 で入力が有
るか否かを判断し、入力があれば、ステップS2 で入力
された板厚tx がtx <6であるか否かを判断する。仮
にtx がこの条件を満足する場合には、ステップS3 に
移行して入力値が適切でない旨の表示、例えば表示灯の
点灯して警報を発する。tx が6より大きければ、ステ
ップS4 に移行してtx >50であるか否かを判断す
る。tx が50よりも大きければステップS3 に移行し
て、前述のように表示灯を点灯して警報を発する。今t
x は50よりも小さいので、ステップS10に移行し、t
x ≦8であるか否かを判断する。仮にこの式を満足すれ
ば、このときの層数は2で、型はB型となる。以下同様
にしてtx ≦10,tx ≦13,tx ≦15,tx ≦1
8について判断し、ステップS60において、tx ≦20
であるか否かが判断される。今txは20であるので、
ステップS61に移行し層数が4、型がA型というデータ
を読み出す。主制御部70は、この読み出したデータに
より溶接速度、揺動振幅等を計算し、その指令値を共有
メモリ72に送る。x軸方向移動制御部60、y軸方向
移動制御部62、z軸方向移動制御部64はこれらのデ
ータを読み出して溶接トーチ部50を制御し、第1及び
第2溶接層を6mmに、第3及び第4溶接層を5mmに
溶接する。したがって、この場合の溶接層の積層高さは
22mmとなり、余盛り高さは2mmとなる。That is, it is determined in step S1 of FIG. 6 whether or not there is an input, and if there is an input, it is determined whether or not the plate thickness tx input in step S2 is tx <6. If tx satisfies this condition, the process proceeds to step S3 to display an indication that the input value is not appropriate, for example, an indicator lamp is turned on to issue an alarm. If tx is larger than 6, the process proceeds to step S4 and it is determined whether tx> 50. If tx is greater than 50, the process proceeds to step S3, and the indicator lamp is turned on to issue an alarm as described above. Now t
Since x is smaller than 50, the process proceeds to step S10 and t
It is determined whether x ≦ 8. If this formula is satisfied, the number of layers at this time is 2 and the mold is B-shaped. Similarly, tx≤10, tx≤13, tx≤15, tx≤1
8 is determined, and tx ≦ 20 in step S60.
Is determined. Now tx is 20, so
In step S61, the data that the number of layers is 4 and the type is A type is read. The main control unit 70 calculates the welding speed, the swing amplitude, etc. based on the read data, and sends the command value to the shared memory 72. The x-axis direction movement control unit 60, the y-axis direction movement control unit 62, and the z-axis direction movement control unit 64 read out these data and control the welding torch unit 50 to set the first and second welding layers to 6 mm, The 3rd and 4th welded layers are welded to 5 mm. Therefore, the stacking height of the welding layer in this case is 22 mm, and the surplus height is 2 mm.
【0024】以上説明したように、本実施例の装置によ
れば、6〜50mmの板厚であれば、何mmの鉄骨でも
建築用の鉄骨溶接に要求されている余盛り高さ2〜4m
mの範囲内に多層溶接を仕上げることができる。As described above, according to the apparatus of this embodiment, if the plate thickness is 6 to 50 mm, the extra height of 2 to 4 m required for steel frame welding for construction can be obtained even if the steel frame has a thickness of several mm.
Multi-layer welding can be completed within the range of m.
【0025】また、上記の本実施例装置によれば、被溶
接鉄骨部材の開先部の溶接長を32の領域に区分して各
領域毎に各溶接層の断面積を算出して、溶接速度を決定
しているので、開先角度が約0度から60度位までの値
であれば、任意の角度の開先角度を有する被鉄骨部材を
各溶接層の肉厚を一定にして、精度良く溶接することが
できる。Further, according to the apparatus of the present embodiment, the welding length of the groove portion of the steel member to be welded is divided into 32 regions, the cross-sectional area of each welding layer is calculated for each region, and welding is performed. Since the speed is determined, if the groove angle is a value from about 0 to 60 degrees, the wall thickness of each welded layer of the steel frame member having the groove angle of any angle is made constant, Can be welded with high precision.
【0026】更に、上記の本実施例装置によれば、被溶
接鉄骨部材の開先部の溶接長を32の領域に区分して各
領域毎に各溶接層の断面積を算出して、溶接速度を決定
しているので、溶接開始部と溶接終了部の開先底面幅が
違っても、その差が一定の範囲内(約0mm〜15m
m)であれば、各溶接層の肉厚を一定にして、精度良く
溶接を行うことができる。Further, according to the apparatus of the present embodiment, the welding length of the groove portion of the steel member to be welded is divided into 32 regions, the cross-sectional area of each welding layer is calculated for each region, and welding is performed. Since the speed is determined, even if the groove bottom width of the welding start part and the welding end part is different, the difference is within a certain range (about 0 mm to 15 m
In the case of m), the thickness of each welding layer can be kept constant and welding can be performed accurately.
【0027】加えて、上記の本実施例装置によれば、溶
接肉厚情報として予め2種類の型を記憶して置くだけで
であるので、各板厚毎に溶接肉厚情報を持っていた従来
の装置に比べてはるかに小さい容量のデータベースによ
り、板厚が6mm〜50mmの鉄骨について、高精度の
多層溶接を行うことができる。In addition, according to the apparatus of the present embodiment, since two types of dies are stored in advance as the welding thickness information, the welding thickness information is held for each plate thickness. A database having a much smaller capacity than that of a conventional apparatus enables highly accurate multi-layer welding on a steel frame having a plate thickness of 6 mm to 50 mm.
【0028】尚、上記の実施例では、鉄骨部材の開先部
がレ字状である場合について説明したが、本発明はこれ
に限られるものではなく、開先部の形状は逆レ字状、V
字状又はI字状等であってもよい。In the above embodiment, the case where the groove portion of the steel frame member has a rectangular shape has been described, but the present invention is not limited to this, and the shape of the groove portion is an inverted rectangular shape. , V
It may be letter-shaped or I-shaped.
【0029】また、上記の実施例では、開先部の開先底
面幅が溶接開始部と溶接終了部とで異なる場合について
説明したが、開先底面幅は一定であってもよいのは当然
である。Further, in the above embodiment, the case where the groove bottom width of the groove portion is different between the welding start portion and the welding end portion has been described, but the groove bottom width may be constant. Is.
【0030】更に、上記の実施例では、αが一定の場合
について説明したが、αが変化する場合は、開先底面幅
が変化する場合と同様にして、αS とαE を32に区分
して各領域毎に、開先角度を算出し、その結果を用いて
各領域の面積を計算すれば、開先角度が変化する場合に
も、本発明を適用することができる。Furthermore, in the above embodiment, the case where α is constant has been described, but when α changes, α S and α E are divided into 32 in the same manner as when the groove bottom width changes. If the groove angle is calculated for each area and the area of each area is calculated using the result, the present invention can be applied even when the groove angle changes.
【0031】加えて、上記の実施例では、溶接可能な板
厚範囲内が6〜50mmの場合について説明したが、板
厚は6mm以下でも、50mm以上であってもよい。ま
た、本実施例では溶接肉厚情報をできるだけ小さくする
ために2種類の型を有する場合について説明したが、溶
接肉厚情報は3種類以上であってもよい。これにより、
余盛り高さをより正確に制御することができる。更に、
余盛り高さも2〜4mmに限られるものではなく、必要
とされる範囲内の余盛り高さに容易に仕上げることがで
きる。In addition, in the above embodiment, the case where the weldable plate thickness range is 6 to 50 mm has been described, but the plate thickness may be 6 mm or less or 50 mm or more. Further, in the present embodiment, the case of having two types of molds in order to make the welding thickness information as small as possible has been described, but the welding thickness information may be three or more types. This allows
The surplus height can be controlled more accurately. Furthermore,
The surplus height is not limited to 2 to 4 mm, and it is possible to easily finish the surplus height within the required range.
【0032】[0032]
【発明の効果】以上説明したように本発明によれば、予
め2つの溶接肉厚情報を用意し、被溶接部材の板厚に応
じて、最適な溶接肉厚情報と溶接層の層数とを読み出し
て溶接することにより、複数の板厚の被溶接部材につい
て、共通の溶接肉厚情報を使用することができ、被溶接
部材の各板厚毎に各溶接層の肉厚及び層数のデータを保
持している従来の装置に比べて、少ない容量のデータベ
ースで、溶接可能な板厚範囲内においては所望の余盛り
高さに高精度で溶接することができ、したがって特に建
築用鉄骨等の多層溶接に好適な自動溶接装置を提供する
ことができる。According to the present invention as described in the foregoing, and use meaning a pre <br/> Me two weld thickness information, depending on the thickness of the member to be welded, and optimal weld thickness information By reading the number of welding layers and performing welding, common welding wall thickness information can be used for members to be welded having a plurality of plate thicknesses. Compared to conventional equipment that holds data on wall thickness and number of layers, with a database with a small capacity, it is possible to perform welding with high precision to a desired extra height within the range of weldable plate thickness, Therefore, it is possible to provide an automatic welding apparatus particularly suitable for multi-layer welding of building steel frames and the like.
【図1】本発明の一実施例である自動溶接装置の概略全
体図である。FIG. 1 is a schematic overall view of an automatic welding apparatus that is an embodiment of the present invention.
【図2】本実施例装置を用いて溶接する開先部の断面図
である。FIG. 2 is a cross-sectional view of a groove portion to be welded using the device of this embodiment.
【図3】その開先部の第1溶接層を示す概略斜視図であ
る。FIG. 3 is a schematic perspective view showing a first welding layer of the groove portion.
【図4】各領域における各溶接層の断面積を算出するフ
ローチャートである。FIG. 4 is a flowchart for calculating a cross-sectional area of each welding layer in each region.
【図5】各領域における各溶接層の溶接速度を算出する
フローチャートである。FIG. 5 is a flowchart for calculating a welding speed of each welding layer in each area.
【図6】溶接肉厚情報の型及び溶接層の層数の選択動作
を説明するためのフローチャートである。FIG. 6 is a flowchart for explaining the operation of selecting the type of weld thickness information and the number of weld layers.
10 溶接機 11 レール部 20 台車部 30 伸縮腕 40 溶接トーチ支持部 50 溶接トーチ部 60 x軸方向移動制御部 62 y軸方向移動制御部 64 z軸方向移動制御部 66 揺動制御部 70 主制御部 71 メモリ 72 共有メモリ 74 I/Oポート 80 操作部 100 制御装置 10 Welding machine 11 Rail part 20 Bogie part 30 Telescopic arm 40 Welding torch support part 50 Welding torch part 60 x axis direction movement control part 62 y axis direction movement control part 64 z axis direction movement control part 66 Swing control part 70 Main control 71 memory 72 shared memory 74 I / O port 80 operation unit 100 control device
Claims (1)
て被溶接部材の開先部を溶接する自動溶接装置におい
て、第1及び第2溶接層の肉厚が6mm、第3及び第4溶接
層の肉厚が5mm、第5〜第n(nは6以上の整数)溶
接層の肉厚が4mmである第1の溶接肉厚情報、及び第
1〜第4溶接層の肉厚が5mm、第5〜第n溶接層の肉
厚が4mmである第2の溶接肉厚情報を有する 溶接肉厚
情報、前記被溶接部材の各板厚毎に前記2つの溶接肉厚
情報のうちのいずれを選択するのかを定めた情報、並び
に前記被溶接部材の各板厚についての溶接層の層数を記
憶する記憶手段と、 前記被溶接部材の板厚に応じて前記記憶手段から前記2
つの溶接肉厚情報のうちのいずれか及び前記溶接層の層
数を読み出して前記溶接トーチを制御して各溶接層の溶
接を行う制御手段と、を設けたことを特徴とする自動溶
接装置。1. An automatic welding apparatus for welding a groove portion of a member to be welded by moving a welding torch on a space orthogonal coordinate axis, wherein the first and second welding layers have a wall thickness of 6 mm, and third and fourth welding layers.
Layer thickness is 5 mm, 5th to nth (n is an integer of 6 or more) melted
The first welding wall thickness information in which the wall thickness of the contact layer is 4 mm, and
The thickness of the first to fourth welding layers is 5 mm, and the thickness of the fifth to nth welding layers
Welding thickness information having second welding thickness information having a thickness of 4 mm, information defining which of the two welding thickness information is selected for each plate thickness of the member to be welded, Line up
Wherein said storage means for storing the number of layers of weld layers for each thickness of the welded members, from the storage means in response the to the plate thickness of the member to be welded to the 2
One of the two pieces of welding wall thickness information and the number of layers of the welding layer are read out to control the welding torch to perform welding of each welding layer. .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3141375A JPH0825020B2 (en) | 1991-05-17 | 1991-05-17 | Automatic welding equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3141375A JPH0825020B2 (en) | 1991-05-17 | 1991-05-17 | Automatic welding equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04344872A JPH04344872A (en) | 1992-12-01 |
| JPH0825020B2 true JPH0825020B2 (en) | 1996-03-13 |
Family
ID=15290538
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3141375A Expired - Lifetime JPH0825020B2 (en) | 1991-05-17 | 1991-05-17 | Automatic welding equipment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0825020B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7346123B2 (en) * | 2019-07-19 | 2023-09-19 | 日鉄溶接工業株式会社 | Automatic welding method and automatic welding device |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0270384A (en) * | 1988-09-02 | 1990-03-09 | Kawada Kogyo Kk | Multi-layer automatic arc welding method |
-
1991
- 1991-05-17 JP JP3141375A patent/JPH0825020B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH04344872A (en) | 1992-12-01 |
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