JPH04344872A - Automatic welding device - Google Patents

Automatic welding device

Info

Publication number
JPH04344872A
JPH04344872A JP14137591A JP14137591A JPH04344872A JP H04344872 A JPH04344872 A JP H04344872A JP 14137591 A JP14137591 A JP 14137591A JP 14137591 A JP14137591 A JP 14137591A JP H04344872 A JPH04344872 A JP H04344872A
Authority
JP
Japan
Prior art keywords
welding
weld
thickness
layers
layer
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP14137591A
Other languages
Japanese (ja)
Other versions
JPH0825020B2 (en
Inventor
Hiroshi Tachikawa
博 立川
Iwao Shimizu
清水 巖
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nippon Steel Corp
Original Assignee
Nippon Steel Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nippon Steel Corp filed Critical Nippon Steel Corp
Priority to JP3141375A priority Critical patent/JPH0825020B2/en
Publication of JPH04344872A publication Critical patent/JPH04344872A/en
Publication of JPH0825020B2 publication Critical patent/JPH0825020B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Butt Welding And Welding Of Specific Article (AREA)

Abstract

PURPOSE:To offer the automatic welding device which can accurately finish the height of reinforcement of weld in a weldable plate thickness range without necessitating a data base of a large capacity. CONSTITUTION:First welding wall thickness information (A type) and second welding wall thickness information (B type), information as to which of the A type or the B type is used at every plate thickness, and the number of layers of a weld layer of every plate thickness are stored in a memory in advance. Based on plate thickness of a steel frame to be welded, a main control part reads out a type of necessary welding wall thickness information and the number of layers of the weld layer from the memory from a flowchart shown in the figure 6, and executes welding of the steel frame, based on these data. As for the welding wall thickness information, it will suffice that only two types are stored, therefore, comparing with a conventional device, the capacity of a data base becomes much smaller.

Description

【発明の詳細な説明】[Detailed description of the invention]

【0001】0001

【産業上の利用分野】本発明は、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 grooves of steel frame members 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。
[Prior Art] Since the welding of architectural steel members involves short welding points and many welding points, welding of such steel members has conventionally been carried out using lightweight, compact orthogonal automatic welding equipment that is easy to move and prepare for welding. is used. Furthermore, since steel frame members for construction generally have thick plates, 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,30mm
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 construction welding, it is necessary that the welded part after welding is finished is higher than the surface of the steel frame member. That is, if the height of this protrusion (hereinafter referred to as excess height) is too low, the strength will be insufficient, and if it is too high, welding stress will increase. For this reason, it is necessary to determine the thickness of the weld layer and the number of weld layers so that the excess height falls within a certain range. However, with conventional automatic welding equipment, data on each welding condition (thickness of each weld layer, number of weld layers) when the thickness of the steel frame member to be welded is, for example, 20 mm, 25 mm, and 30 mm, is stored in a database. When performing automatic welding, the necessary conditions for each plate thickness are read from the database and welding is performed. In this way, conventional equipment stores data for each thickness of the steel frame members to be welded, so even if the plate thickness is within the weldable thickness range, it is possible to store data for each thickness of the steel frame members to be welded. It was not possible to have data on this because the database would be huge. For this reason, with conventional automatic welding equipment, the thickness of steel plates that can be automatically welded is 20 mm, 25 mm, and 30 mm.
Since we did not have welding data for steel materials with dimensions between these thicknesses, such as 23 mm and 28 mm, we decided to increase the excess height for steel materials with these thicknesses. I couldn't finish it with 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-mentioned circumstances, and provides an automatic welding method that can finish the excess height with high accuracy within the weldable plate thickness range 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、各溶接層の肉厚を定めた複数の溶
接肉厚情報、前記被溶接部材の各板厚毎に前記複数の溶
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
、及び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複数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。
[Means for Solving the Problems] An automatic welding device according to the present invention for achieving the above object is an automatic welding device that welds a groove portion of a workpiece by moving a welding torch on a spatial orthogonal coordinate axis. , a plurality of weld thickness information that determines the thickness of each weld layer, information that determines which of the plurality of weld thickness information is to be selected for each plate thickness of the welded member, and the a storage means for storing the number of weld layers for each thickness of the welded member; and a storage means for storing any of the plurality of weld thickness information and the welding from the storage means according to the thickness of the welded member. The present invention is characterized by further comprising a control means for reading the number of layers and controlling the welding torch to weld each welding layer.

【0006】そして、前記溶接肉厚情報は、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ものであってもよい
[0006] The weld thickness information includes the thickness of the first and second weld layers of 6 mm, the thickness of the third and fourth weld layers of 5 mm, and the fifth to nth (n is an integer of 6 or more). ) The first weld thickness information in which the thickness of the weld layer is 4 mm, the second weld in which the thickness of the first to fourth weld layers is 5 mm, and the thickness of the fifth to nth weld layers is 4 mm. It may also include wall thickness information.

【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。
[Operation] With the above-described structure, the present invention stores in advance a plurality of weld thickness information and the number of weld layers, and selects one of the plurality of weld thickness information according to the thickness of the member to be welded. By reading out the optimal weld thickness information and the number of weld layers at that time and welding, welding can be performed on parts to be welded with multiple plate thicknesses.
Since common weld thickness information can be used, it requires much less capacity than conventional equipment that stores data on the thickness and number of weld layers for each plate thickness of the workpiece. The database allows welding of parts to be welded,
Moreover, it is possible to finish the desired excess 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。
[0008]The thickness of the first and second welding layers is 6 m.
m, the thickness of the third and fourth welding layers is 5 mm, and the fifth to nth (
(n is an integer of 6 or more) First weld thickness information in which the thickness of the weld layer is 4 mm, the thickness of the first to fourth weld layers is 5 mm, and the thickness of the fifth to nth weld layers is 4 mm. By providing the second weld wall thickness information, for a workpiece having a plate thickness of 6 mm or more, by setting an appropriate number of weld layers, the excess height can be set to between 2 mm and 4 mm. The excess height can be kept within the range, and by providing only two pieces of data regarding the weld thickness information, it is possible to finish the excess build-up height with high precision.

【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。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIGS. 1 to 6. FIG. 1 is a schematic overall view of an automatic welding device that is an embodiment of the present invention, FIG. 2 is a sectional view of a groove to be welded using the device of this embodiment, and FIG. 3 is a first welding layer of the groove. FIG. 4 is a flow chart for calculating the cross-sectional area of each weld layer in each region, and FIG. 5 is a flow chart for calculating the welding speed of each weld 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 includes a welding machine 10 and a control device 100. part 20 and a welding torch support part 4 attached via a telescopic arm 30 provided on the trolley part 20.
0, and a welding torch section 50 supported by a welding torch support section 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7
2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 includes an x-axis direction movement control section 60 that controls the expansion and contraction of the telescoping arm 30 by a motor Mx to adjust the movement of the welding torch section 50 in the x-axis direction, and an x-axis direction movement control section 60 that controls the movement of the welding torch section 50 in the x-axis direction using a motor Mx. A y-axis direction movement control section (welding speed control means) 62 that adjusts the movement of the welding torch section 50 in the y-axis direction by
a z-axis direction movement control section 64 that adjusts the movement of the welding torch section 50 in the z-axis direction by controlling the movement of the welding torch support section 40 in the z-axis direction; A swing control section 66 that controls, a main control section 70 that controls the entire device, a memory 71 that stores data necessary for welding, and a shared memory 7.
2, and an operating section 80 having operating switches, meters, etc.
Equipped with. Note that x, y, and z each represent a spatial orthogonal coordinate axis. Further, 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 fed 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 V-shaped groove is divided into eight layers and welded, as in the case of attaching a beam to a column such as a steel frame for construction. Generally, in the case of steel frames for construction, the plate thickness is thicker, so multilayer welding is used like this.

【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。
In order to perform welding using the apparatus of this embodiment, the welding length L of the groove, the groove bottom widths WS and WE of the groove at the welding start and end portions, the groove angle α, and the opening are determined in advance. The height t of the tip (plate thickness in this example) is input from the operation section. These values may be entered manually or may be automatically measured and entered. Based on this information, the main control unit 70 determines the optimal number of weld layers and the thickness of the weld layers from the plate thickness t so that the excess height falls within the range of 2 to 4 mm, and The cross-sectional area of each weld layer in each area 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32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。
Now, the main control section 70 sets the number of welding layers to 8 and the thickness of each welding layer to t1 to t8, for example, as shown in FIG.
Then, as shown in Fig. 3, the weld length L from the welding start point to the welding end point of the groove is equally divided into 32 regions, and each region is assigned an address from 0 to 31. Then, the area of each weld layer in each of the 32 regions is determined. Generally, the maximum weld length L for architectural steel frames is approximately 300 mm.
Therefore, if the area is divided into 32 areas, highly accurate welding control can be performed. Note that since architectural steel members are machined, the groove bottom width changes linearly. In addition, in this example, the plate thickness is 34 mm, so the wall thicknesses of each welding layer are t1, t2 = 5, t3, t4 = 5,
The distance from t5 to t8 is set to 4 mm.

【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(W02)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 SS1 (=S01) of the first weld layer at the welding start point shown in FIG. If the bottom of the layer is WS2 (W02), then SS1=WS1×t1 +t1 2 ×tan α/2
becomes. However, in this example, the groove angle α is assumed to be constant over the entire weld length. Moreover, the bottom side WS2 of the second welding layer at this time is as follows: WS2=WS1+t1×tan α. The area of the second weld layer is similarly determined based on the base W2 of the second weld layer. Thereafter, the area of each weld layer at the welding start part (area address 0) is sequentially calculated in the same manner. In this way, as shown in Figure 4, from address 0 to 31
Calculate the cross-sectional area of each weld layer for each area up to the address.

【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 (VS1=V01) of the first welding layer at the welding start point, ie, address 0, is calculated using the following formula. VS1=Welding amount/7.8×SS1 However, the welding amount is a constant determined by the type of welding wire, wire supply speed, welding current, etc., and 7.8 is the specific gravity of iron. Further, the wire is a solid wire with a diameter of 1.2 mm. As shown in Figure 5 below, each weld layer at address 0 (
(2nd to 8th) welding speeds are calculated, and the welding speeds of each welding layer in each area up to address 31 are calculated. The results calculated in this way are stored in the memory 71. The stored data is taken out every time the welding length region is passed and sent to the shared memory 72, and becomes a command value for 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, for example, a groove of a steel frame member using the apparatus of this embodiment, first the welding machine 10 of this embodiment is placed at the welding start position of the groove of the steel frame member to be welded. . Next, as mentioned above, the values of the groove angle of the groove, the groove bottom width at the welding start part and the welding end part, the welding length, and the plate thickness of the groove are measured, and the values are manually or automatically Set these values with .

【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 their wall thickness based on each of the set values, and further determines the weld thickness calculated from the cross-sectional area of each weld layer in each of the 32 regions according to the above procedure. The speed is stored in memory 71. The y-axis direction movement control section 62 controls the motor My based on the welding speed read from the shared memory 72 to control the moving speed of the truck section 20, thereby making the welding speed of the welding torch section 50 a predetermined speed. . When welding of the first welding layer is completed, the z-axis direction movement control section 64 controls the motor Mz to move the welding torch support section 40 upward, thereby moving the welding torch section 50 by the thickness of the first welding layer. move upward. In addition, when welding an L-shaped groove as in this example,
Since the welding start position in the axial direction differs for each welding layer, the x-axis direction movement control section controls the motor Mx to adjust the expansion and contraction of the telescopic arm 30, thereby welding the welding torch section 50 for each welding layer. Adjust the starting position as shown by dotted line A in FIG. Further, the swing control unit 66 controls the motor Mr for each welding layer in each region to swing the welding torch unit 50 so that the amplitude corresponds to the bottom width. It is possible to weld while reliably melting the previous weld layer. Note that 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 weld layer to be laminated and the number of layers will be explained. Table 1 is a table showing the relationship between plate thickness, weld thickness information which is information regarding the thickness of each weld layer to be laminated, the number of weld layers, etc.

【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 this embodiment device is 6~
It is set to 50mm. This is because the plate thickness of steel frames mainly used for construction is 6 to 50 mm. Furthermore, the device of this embodiment has two types of weld thickness information for steel frames with plate thicknesses of 6 to 50 mm. The first weld thickness information (hereinafter also simply referred to as type A) 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 12 weld layers. The second weld thickness information (hereinafter also simply referred to as type B) 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. In addition, first and second weld thickness information,
In addition, the relationship between the plate thickness and the number of molds and welding layers listed in Table 1 is 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 selection operation of the type of weld thickness information and the number of weld layers. The selection operation of the type and number of layers will be described below with reference to FIG. First, the plate thickness of the steel frame to be welded, for example, 20 mm, is input from the operation unit 80. This plate thickness may be input automatically using a plate thickness measuring device or the like. Main control section 70 reads necessary welding conditions from 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tx は50よりも小さいので、ス
テップS10に移行し、tx ≦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 ≦18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S6
1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, in step S1 of FIG. 6, it is determined whether or not there is an input. If there is an input, it is determined in step S2 whether or not the input plate thickness tx satisfies tx<6. If tx satisfies this condition, the process proceeds to step S3, where a display indicating that the input value is inappropriate, for example, an indicator light is turned on to issue a warning. If tx is greater than 6, the process moves to step S4 and it is determined whether tx >50. If tx is greater than 50, the process moves to step S3, where the indicator light is turned on and an alarm is issued as described above. Since tx is now smaller than 50, the process moves to step S10, and it is determined whether tx≦8. If this formula is satisfied, then the number of layers is 2 and the type is B type. Similarly, tx ≦10, tx
It is determined whether tx ≦13, tx ≦15, tx ≦18, and in step S60 it is determined whether tx ≦20. Since tx is now 20, step S6
1 and reads data indicating that the number of layers is 4 and the type is A type. The main controller 70 calculates the welding speed, oscillation amplitude, etc. based on the read data, and stores the command values in the shared memory 72.
send to The x-axis direction movement control section 60, the y-axis direction movement control section 62, and the z-axis direction movement control section 64 read out these data and control the welding torch section 50, and set the first and second welding layers to 6 mm and the second welding layer to 6 mm. Weld the third and fourth weld layers to 5 mm. Therefore, the stacked height of the welded layers in this case is 22 mm, and the excess 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 explained above, according to the apparatus of this embodiment, if the plate thickness is 6 to 50 mm, no matter how many millimeters the steel frame is, the extra height required for welding steel frames for construction can be 2 to 4 m.
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 this embodiment, the weld length of the groove of the steel frame member to be welded is divided into 32 regions, the cross-sectional area of each weld layer is calculated for each region, and the welding is performed. Since the speed is determined, if the groove angle is between about 0 degrees and about 60 degrees, the steel member with an arbitrary groove angle can be welded with the thickness of each weld layer 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〜15mm
)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。
Furthermore, according to the apparatus of this embodiment, the weld length of the groove of the steel frame member to be welded is divided into 32 regions, the cross-sectional area of each weld layer is calculated for each region, and the welding is performed. Since the speed is determined, even if the groove bottom width at the welding start part and welding end part is different, the difference will be within a certain range (approximately 0 mm to 15 mm).
), the thickness of each welding layer can be kept constant and welding can be performed with high precision.

【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 this embodiment described above, only two types of types are stored in advance as weld thickness information, so weld thickness information is provided for each plate thickness. With a much smaller capacity database than conventional equipment, it is possible to perform highly accurate multilayer welding on steel frames with plate thicknesses 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。
[0028] In the above embodiment, the case where the groove portion of the steel frame member is in the shape of an inverted rectangle is explained, but the present invention is not limited to this. , V
It may be in the shape of a letter or an I-shape.

【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。
Furthermore, in the above embodiment, the case where the groove bottom width of the groove portion differs between the welding start part and the welding end part is explained, but it goes without saying that the groove bottom width may be constant. It 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 explained, but when α changes, αS and αE are divided into 32 in the same way as when the groove bottom width changes. By calculating the groove angle for each region and calculating the area of each region 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 weldable plate thickness range is 6 to 50 mm, but the plate thickness may be 6 mm or less or 50 mm or more. Furthermore, in this embodiment, a case has been described in which two types of molds are provided in order to minimize the weld thickness information, but there may be three or more types of weld thickness information. This results in
The excess height can be controlled more accurately. Furthermore,
The height of the excess buildup is not limited to 2 to 4 mm, and the height of the excess buildup can be easily finished 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
め溶接肉厚情報を複数用意し、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。
As explained above, according to the present invention, a plurality of pieces of welding thickness information are prepared in advance, and the optimum welding thickness information and the number of welding layers are determined according to the plate thickness of the member to be welded. By reading and welding, common welding thickness information can be used for welded parts of multiple plate thicknesses, and data on the thickness and number of welding layers of each welding layer for each thickness of the welded part can be used. Compared to conventional equipment that maintains An automatic welding device suitable for multilayer welding can be provided.

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

【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 device 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 sectional view of a groove portion to be welded using the apparatus 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 the first weld layer of the groove.

【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 the cross-sectional area of each weld 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 the welding speed of each weld layer in each region.

【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 selection operation of the type of weld thickness information and the number of weld layers.

【符号の説明】[Explanation of symbols]

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   Extendable arm 40 Welding torch support part 50 Welding torch part 60 x-axis direction movement control unit 62 Y-axis direction movement control unit 64 Z-axis direction movement control unit 66 Swing control section 70 Main control section 71 Memory 72 Shared memory 74 I/O port 80 Operation section 100 Control device

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】  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、各溶接層の肉厚を定めた複数の溶接肉厚情報、前記
被溶接部材の各板厚毎に前記複数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、及び前記被溶接
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
前記複数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。
Claim 1. An automatic welding device that welds a groove of a workpiece by moving a welding torch on a spatial orthogonal coordinate axis, comprising: a plurality of pieces of weld thickness information defining the thickness of each weld layer; Storage means for storing information that determines which of the plurality of weld thickness information is to be selected for each thickness of the member, and the number of weld layers for each thickness of the member to be welded; One of the plurality of pieces of weld thickness information and the number of the weld layers are read out from the storage means according to the thickness of the member to be welded, and the welding torch is controlled to weld each weld layer. An automatic welding device characterized by comprising a control means.
【請求項2】  前記溶接肉厚情報は、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5m
m、第5〜第n(nは6以上の整数)溶接層の肉厚が4
mm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ものである請求項1記載
の自動溶接装置。
2. The weld thickness information is such that the thickness of the first and second weld layers is 6 mm, and the thickness of the third and fourth weld layers is 5 m.
m, the thickness of the 5th to nth (n is an integer of 6 or more) welding layer is 4
The first weld thickness information is mm, and the second weld thickness information is 5 mm for the first to fourth weld layers and 4 mm for the fifth to nth weld layers. The automatic welding device according to claim 1.
JP3141375A 1991-05-17 1991-05-17 Automatic welding equipment Expired - Lifetime JPH0825020B2 (en)

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 true JPH04344872A (en) 1992-12-01
JPH0825020B2 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)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021016881A (en) * 2019-07-19 2021-02-15 日鉄溶接工業株式会社 Automatic welding method and automatic welding device

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0270384A (en) * 1988-09-02 1990-03-09 Kawada Kogyo Kk Automatic multilayer sequence arc welding process

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0270384A (en) * 1988-09-02 1990-03-09 Kawada Kogyo Kk Automatic multilayer sequence arc welding process

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021016881A (en) * 2019-07-19 2021-02-15 日鉄溶接工業株式会社 Automatic welding method and automatic welding device

Also Published As

Publication number Publication date
JPH0825020B2 (en) 1996-03-13

Similar Documents

Publication Publication Date Title
JP2809039B2 (en) Laser processing machine and laser processing method
US6501997B1 (en) Numerical controlling device and tooling apparatus having thereof
CN112975190B (en) Multilayer multi-pass welding method, device, equipment and system based on visual sensing
JP2002205231A (en) Machine tool, especially cutting electric discharge machine and module set
EP0571624A1 (en) Method of controlling torch height in plasma cutting
US6821064B2 (en) Apparatus for compensating position errors of spindle head and machine tool provided with same
JPH04305370A (en) Automatic welding equipment
JPH04344872A (en) Automatic welding device
JPH06155027A (en) Automatic welding equipment for square steel pipe
US5444204A (en) Method of and apparatus for electro-erosive machining
JP2587984Y2 (en) Wire cutting spark processing equipment
WO1988008354A1 (en) Method of controlling power of cnc laser machine tool
JPH0569137A (en) Automatic welding device
JP2505965B2 (en) Welding method and apparatus for fixed piping
JP2628669B2 (en) Welding equipment
KR20220133409A (en) Device for modifying processing error of machine tool and method thereof
JPS59127989A (en) Laser cutting method by numerical control
JP2002292467A (en) Control device for welding robot
JPH0663750A (en) Groove shape detector in submerged arc welding for thick steel plates
JPH0581350B2 (en)
TWI837797B (en) Interweaving swing control method, welding control device, welding system, welding method, and interweaving swing control program
JPH1043858A (en) Method for setting welding condition in butt welding
JPH08267243A (en) Method and equipment for butt welding of thick steel plate
JP2554257B2 (en) Laser processing machine
JPS6365426B2 (en)

Legal Events

Date Code Title Description
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 19960910