JPH04190973A - Welding method for diaphragm - Google Patents

Welding method for diaphragm

Info

Publication number
JPH04190973A
JPH04190973A JP31993990A JP31993990A JPH04190973A JP H04190973 A JPH04190973 A JP H04190973A JP 31993990 A JP31993990 A JP 31993990A JP 31993990 A JP31993990 A JP 31993990A JP H04190973 A JPH04190973 A JP H04190973A
Authority
JP
Japan
Prior art keywords
base material
welding
column base
diaphragm
column
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
JP31993990A
Other languages
Japanese (ja)
Other versions
JP2559166B2 (en
Inventor
Yoshiyuki Fukuzawa
福澤 義之
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.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes Co Ltd
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 Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP2319939A priority Critical patent/JP2559166B2/en
Publication of JPH04190973A publication Critical patent/JPH04190973A/en
Application granted granted Critical
Publication of JP2559166B2 publication Critical patent/JP2559166B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To efficiently carry out production of stable quality in welding the insides of both ends of square cylindrical column base material by erecting the column base material alternately and performing welding from the upper surface. CONSTITUTION:The column base material 31 is erected up to an almost vertical state with the one end side upward and a welding head of a welding robot 120 is inserted from the upper side thereof and the overall periphery of the diaphragm 34 is welded. Afterward, the column base material is brought down up to a horizontal state and continuously, conveyed ahead and then, the column base material 31 is erected up to the almost vertical state with the other end side thereof upward and the overall periphery of the diaphragm 34 is welded by the welding robot 120 from the upper side thereof. Since two welding robots perform continuously welding work, it is efficient and the stable welding quality can be obtained by welding from the upper side.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、四角筒状の柱基材の両端部内仮付位置に仮付
けされたダイヤフラムの全周をそれぞれ溶接するダイヤ
フラムの溶接方法に関する。住宅ユニットの骨組みを構
成する柱の製造に利用で入る。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a diaphragm welding method for welding the entire circumference of a diaphragm tack-attached to the tack-attached positions within both ends of a square cylindrical column base material. It is used to manufacture columns that make up the framework of housing units.

〔背景技術〕[Background technology]

ユニット住宅を構成する住宅ユニットの骨組みは、四角
筒状の柱の両端部に梁を溶接して構成される。柱の両端
部に梁を溶接する場合、梁か溶接される杆端部の強度を
高めるために、柱の両端部内にダイヤフラムを溶接する
ことが行われている。
The framework of the housing unit that makes up the unit house is constructed by welding beams to both ends of square cylindrical columns. When a beam is welded to both ends of a column, diaphragms are welded into both ends of the column in order to increase the strength of the rod ends to which the beam is welded.

通常、柱の両端部内にダイヤツうムを溶接「る場合、予
め、柱の両端部側のダイヤフラム仮付信置にダイヤツー
・ム仮付孔を穿孔しておき、その柱の両端部内仮付位置
にダイヤフラムをセットt、 、’この状態において、
ダイヤフラムの複数個所を仮付は溶接した後、ダイヤフ
ラムの全周を溶接0ホツトなどで溶接する作業手順が採
られる。。
Normally, when welding diamonds inside both ends of a column, holes for temporary attachment of the diamond membrane are drilled in advance in the diaphragm temporary attachment places on both ends of the column, and the temporary attachment positions inside both ends of the column are pre-drilled. Set the diaphragm at t, , 'In this state,
The diaphragm is temporarily welded at multiple locations, and then the entire circumference of the diaphragm is welded with zero welding hot spots. .

ところで、ダイヤフラムの全周を溶接ロボットで溶接す
るに際して、溶接条件から溶接ロボットの溶接ヘッドを
常に下向きにした状態で溶接作業を行うことが好ましい
。しかし、柱を水平な姿勢(柱の1外側面が水平な姿勢
)に位置決めした状態では、ダイヤフラムが垂直な姿勢
にセットされるため、ダイヤフラムの4つの溶接面金て
について溶接ヘッドを常に下向きにした状態で溶接する
ことはできない。
By the way, when welding the entire circumference of the diaphragm with a welding robot, it is preferable to perform the welding operation with the welding head of the welding robot always facing downwards due to welding conditions. However, when the column is positioned in a horizontal position (one outer surface of the column is horizontal), the diaphragm is set in a vertical position, so the welding head is always directed downwards on the four welding surfaces of the diaphragm. It is not possible to weld in this condition.

そこで、従来では、ダイヤフラムの外周と柱の内周とが
接する4つの面のうち、まず、下側に位置する面を溶接
した後、柱をその軸線を中心として90度回転させて次
に下側に位置する面を溶接し、順次、下側に位置する面
を溶接して4つの面を全て溶接するようにしている。
Conventionally, of the four surfaces where the outer periphery of the diaphragm and the inner periphery of the column touch, the lower surface is first welded, the column is rotated 90 degrees around its axis, and then the lower surface is welded. The side faces are welded, and the lower faces are sequentially welded to weld all four faces.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

ところが、従来のような溶接方法では、ダイヤフラムの
外周と柱の内周とが接する4つの面のうち、まず、下側
に位置する面を溶接した後、柱をその軸線を中心として
90度回転させて次に下側に位置する面を溶接するとい
う作業手順をとらなければならないから、つまり、溶接
作業が間欠的にならざるを得ないから、作業能率が悪い
という欠点かある。
However, in the conventional welding method, of the four surfaces where the outer periphery of the diaphragm and the inner periphery of the column touch, the lower surface is first welded, and then the column is rotated 90 degrees around its axis. Since it is necessary to take the work procedure of first welding the lower surface, in other words, the welding work has to be intermittent, which has the disadvantage of poor work efficiency.

しかも、柱を90度ずつ正確に回転させための装置のほ
かに、柱を90度ずつ回転させる都度、その柱を位置決
めするための機構が必要であるから、装置が複雑化する
という欠点もある。
Moreover, in addition to a device to accurately rotate the column in 90-degree increments, a mechanism is required to position the column each time the column is rotated in 90-degree increments, which has the disadvantage of complicating the device. .

ここに、本発明の目的は、このような従来の欠点を解消
し、四角筒状の柱基材の両端部内仮付位置に仮付けされ
たダイヤフラムの全周を能率的に、かつ、安定した品質
で溶接することができるダイヤフラムの溶接方法を提供
することにある。
An object of the present invention is to eliminate such conventional drawbacks and to efficiently and stably cover the entire circumference of a diaphragm temporarily attached to the temporary attachment position within both ends of a square cylindrical column base material. The object of the present invention is to provide a method for welding a diaphragm that can be welded with high quality.

〔課題を解決するための手段〕[Means to solve the problem]

そのため、本発明のダイヤフラムの溶接方法は、四角筒
状の柱基材の両端部内仮付位置に仮付けされたダイヤフ
ラムの全周を柱基材にそれぞれ溶接するダイヤフラムの
溶接方法であって、前記柱基材をその一端部側を上方に
して起立させ、この状態においてその一端部上方よりダ
イヤフラムの全周を柱基材に溶接し、ついで、柱基材を
倒伏させた後、その柱基材の軸線および前記起立方向に
対して直交する方向へ搬送し、ついで、柱基材をその他
端部側を上方にして起立させ、この状態においてその他
端部上方よりダイヤフラムの全周を柱基材に溶接する、
ことを特徴とする。
Therefore, the diaphragm welding method of the present invention is a diaphragm welding method in which the entire circumference of the diaphragm, which is tack-attached at the tack-attached positions within both ends of a square cylindrical column base material, is welded to the column base material. The column base material is erected with one end facing upward, and in this state, the entire circumference of the diaphragm is welded to the column base material from above the one end.Then, after the column base material is laid down, the column base material is Then, the column base material is erected with the other end facing upward, and in this state, the entire circumference of the diaphragm is placed on the column base material from above the other end. Weld,
It is characterized by

〔作 用〕[For production]

予め、柱基材の両端部内仮付位置にダイヤフラムを仮付
けしておく。この状態の柱基材を、まず、一端部側を上
方にして起立させ、この状態において、その一端部上方
よりダイヤフラムの全周を柱基材に溶接する。
In advance, diaphragms are temporarily attached to the temporary attachment positions within both ends of the column base material. The column base material in this state is first erected with one end facing upward, and in this state, the entire circumference of the diaphragm is welded to the column base material from above the one end.

ついで、柱基材を倒伏させた後、その柱基材の軸線およ
び前記起立方向に対して直交する方向へ搬送し、その後
、柱基材をその他端部側を上方にして起立させ、この状
態においてその他端部上方よりダイヤフラムの全周を柱
基材に溶接する。
Next, after the column base material is laid down, it is transported in a direction perpendicular to the axis of the column base material and the upright direction, and then the column base material is erected with the other end side facing upward, and this state is At this point, the entire circumference of the diaphragm is welded to the column base material from above the other end.

従って、柱基材の両端部内周とダイヤフラムの外周との
全周を連続的に溶接することができるので、溶接作業を
能率的に行うことができる。しかも、溶接作業を上方か
ら下向きで行えるので、品質的にも安定しダイヤフラム
を柱基材に強固に溶接することができる。
Therefore, the entire periphery of the inner periphery of both ends of the column base material and the outer periphery of the diaphragm can be continuously welded, so that the welding work can be performed efficiently. Moreover, since the welding work can be performed from above downward, the quality is stable and the diaphragm can be firmly welded to the column base material.

〔実施例〕〔Example〕

以下、本発明の一実施例を図面に基づいて説明する。 Hereinafter, one embodiment of the present invention will be described based on the drawings.

第1図は、第2図に示す天井パネル1、床パネル2およ
び2個の妻パネル3.4によって組み立てられる住宅ユ
ニット5(第3図参照)の生産工程を示すブロック図で
ある。
FIG. 1 is a block diagram showing the production process of a housing unit 5 (see FIG. 3) assembled by the ceiling panel 1, floor panel 2, and two end panels 3.4 shown in FIG.

天井パネルlは、長辺梁生産ライン21で生産された長
辺梁11を天井パネル生産ライン22に搬入し、この生
産ライン22において、2本の長辺梁11を平行に配置
し、その間に野縁12を連結し、かつ、天井用面材13
を取り付けることにより作られる。
The ceiling panel l is produced by transporting the long side beams 11 produced in the long side beam production line 21 to the ceiling panel production line 22, and in this production line 22, two long side beams 11 are arranged in parallel, and there are The roof edge 12 is connected, and the ceiling surface material 13
It is made by attaching.

床パネル2は、長辺粱生産ライン21で生産された長辺
粱11を床パネル生産ライン23に搬入し、この生産ラ
イン23において、2本の長辺梁11を平行に配置し、
その間に根太(図示省略)を連結し、かつ、床用面材1
4を取り付けることにより作られる。
The floor panel 2 is produced by transporting the long-side porcelain 11 produced in the long-side porcelain production line 21 to the floor panel production line 23, and arranging two long-side beams 11 in parallel in this production line 23.
A joist (not shown) is connected between them, and the floor surface material 1
It is made by attaching 4.

妻パネル3,4は、柱生産ライン24で生産された柱1
5および短辺梁生産ライン25で生産された短辺粱16
をそれぞれ妻パネル生産ライン26に搬入し、この生産
ライン26において、2本゛の柱15を平行に配置し、
その両端部間に短辺粱16を連結することにより作られ
る。なお、柱15の両端部には、短辺梁16と直角方向
に仕口17が取り付けられる。
Gable panels 3 and 4 are column 1 produced on column production line 24.
5 and the short side beam 16 produced on the short side beam production line 25
are each carried into the end panel production line 26, and in this production line 26, two pillars 15 are arranged in parallel,
It is made by connecting the short-side wire 16 between both ends thereof. Note that a joint 17 is attached to both ends of the pillar 15 in a direction perpendicular to the short side beam 16.

これらの天井パネル11床パネル2および妻パネル3,
4は、それぞれ総組みライン27へ搬入され、この総組
みライン27において、上下に平行に配置された天井パ
ネル1および床パネル2の両側に妻パネル3,4が配置
され、それぞれの仕口17が天井パネル1および床パネ
ル2の各長辺粱11の両端部に嵌合した状態で溶接され
ることにより住宅ユニット5(第3図参照)が組み立ら
れる。
These ceiling panels 11 floor panels 2 and gable panels 3,
4 are each carried to the general assembly line 27, and in this general assembly line 27, the gable panels 3 and 4 are arranged on both sides of the ceiling panel 1 and the floor panel 2, which are arranged vertically and parallelly, and the respective joints 17 The housing unit 5 (see FIG. 3) is assembled by fitting and welding to both ends of each of the long sides 11 of the ceiling panel 1 and the floor panel 2.

住宅ユニット5は、外壁パネル取付ライン28へ送られ
、そこで、外面の所定位置に外壁パネルが取り付けられ
た後、続いて、造作・設備取付ライン29へ送られ、そ
こで、内部の所定位置に階段ユニット、キッチンユニッ
ト、バスユニットナどが取り付けられて完成される。な
お、完成した複数の住宅ユニット5をトラックなどで建
築現場に輸送し、そこで、これらを組み合わせればユニ
ット住宅を建てることかできる。
The housing unit 5 is sent to an exterior wall panel installation line 28, where exterior wall panels are installed at predetermined locations on the exterior surface, and then sent to a feature/equipment installation line 29, where stairs are installed at predetermined locations on the interior. Unit, kitchen unit, bath unit, etc. are installed and completed. Note that by transporting a plurality of completed housing units 5 to a construction site by truck or the like and combining them there, a housing unit can be constructed.

第4図は前記柱生産ライン24の詳細工程を示すブロッ
ク図、第5図はそれによって生産される柱15の詳細斜
視図である。ストック工程41にストックされた四角筒
状の複数本の柱基材31は、1本ずつ第1の搬送コンベ
ア42に搬入される。
FIG. 4 is a block diagram showing the detailed process of the column production line 24, and FIG. 5 is a detailed perspective view of the column 15 produced thereby. The plurality of square cylindrical pillar base materials 31 stocked in the stocking process 41 are carried into the first conveyor 42 one by one.

そこで、まず、切断工程43で住宅ユニット5の各モジ
ュールに対応した長さ寸法に切断され、続いて、穿孔工
程44で柱基材31の両端部側に3つのダイヤフラム仮
付孔32か穿孔される。なお、この穿孔工程44におい
て、柱基材31の上端部側には、軒先ユニット取付用の
2つの破風孔33が穿孔される。
Therefore, first, in a cutting step 43, the module is cut to a length corresponding to each module of the housing unit 5, and then, in a drilling step 44, three diaphragm temporary attachment holes 32 are drilled on both end sides of the column base material 31. Ru. In addition, in this drilling step 44, two gable holes 33 for attaching the eaves unit are bored on the upper end side of the column base material 31.

次に、第2の搬送コンヘア45に搬入される。Next, it is carried into the second conveyor conveyor 45.

そこで、まず、ダイヤフラム仮付工程46で柱基材31
の両端部内仮付位置にダイヤフラム34がそれぞれ仮付
けされ、続いて、板厚検出工程47で柱基材31の板厚
が検出される。その後、ダイヤフラム重付工程48で柱
基材31の両端部内仮付位置に仮付けされたダイヤフラ
ム34の全周がそれぞれ溶接される。
Therefore, first, in the diaphragm temporary attachment step 46, the column base material 31 is
The diaphragms 34 are temporarily attached to the temporary attaching positions within both ends of the column base material 31 , and subsequently, the plate thickness of the column base material 31 is detected in a plate thickness detection step 47 . Thereafter, in a diaphragm loading step 48, the entire circumference of the diaphragm 34 temporarily attached to the temporary attaching positions within both ends of the column base material 31 is welded.

次に、第3の搬送コンベア49によってエンドプレート
仮付工程50に搬入され、柱基材31の両端面にエンド
プレート35が仮付けされた後、第4の搬送コンベア5
1に搬入される。そこで、まず、エンドプレート本件工
程52でエンドプレート35の全周が溶接され、続いて
、サンディング工程53でエンドプレート35の4つの
溶接面のうち2面(仕口17および短辺粱16が取り付
けられる2面)のサンディングが行われる。
Next, the column base material 31 is transported to the end plate tacking step 50 by the third conveyor 49, and the end plates 35 are temporarily attached to both end surfaces of the column base material 31.
1. Therefore, first, the entire circumference of the end plate 35 is welded in the end plate main process 52, and then, in the sanding process 53, two of the four welding surfaces of the end plate 35 (the shiiguchi 17 and the short side rim 16 are attached). Sanding is performed on the two sides (the two sides shown).

次に、第5の搬送コンベア54に搬入される。Next, it is carried into the fifth conveyor 54.

そこで、まず、仕口仮付工程55で柱基材31の両端部
に仕口17が仮付けされ、続いて、仕ロ木材工程56で
仕口17の全周が溶接される。このようにして生産され
た柱15は、次工程の妻パネル生産ライン26へ送られ
る。
Therefore, first, the joints 17 are temporarily attached to both ends of the column base material 31 in a joint tacking process 55, and then the entire circumference of the joints 17 is welded in a finishing process 56. The pillars 15 produced in this manner are sent to the end panel production line 26 for the next process.

第6図は前記ダイヤフラム重付工程48における溶接手
順を示している。前記第2の搬送コンベア45によって
水平な姿勢のまま長手方向へ搬送されてきた柱基材31
は、向きを変えることなく搬送コンベア45の搬送方向
に対して直角方向へ搬送されながら第1の溶接位置WP
Iで停止される。
FIG. 6 shows the welding procedure in the diaphragm loading step 48. The column base material 31 has been conveyed in the longitudinal direction in a horizontal position by the second conveyor 45.
is transported to the first welding position WP while being transported in a direction perpendicular to the transport direction of the transport conveyor 45 without changing its direction.
It is stopped at I.

ここで、柱基材31を一端部側を上方にして略垂直状態
まで起立させ、この状態において、その端部上方より溶
接ロボット120の溶接ヘッドを挿入し、一端部側(上
端部側)のダイヤフラム34の全周を柱基材31に連続
的に溶接する。
Here, the column base material 31 is erected to a substantially vertical state with one end side upward, and in this state, the welding head of the welding robot 120 is inserted from above the end, and the one end side (upper end side) is The entire circumference of the diaphragm 34 is continuously welded to the column base material 31.

この後、柱基材31は、水平状態まで倒伏された後、水
平状態のまま前方、つまり水平状態にあり +−’を基
材31の軸線および前記起立方向に対してそれぞれ直交
する方向へ搬送されながら第2の溶接位置WP2で停止
される。
Thereafter, the column base material 31 is laid down to a horizontal state, and then is transported forward in a horizontal state, that is, in a horizontal state. The welding process is stopped at the second welding position WP2.

ここで、柱基材31を他端部側を上方にして略垂直状態
まで起立させ、この状態において、その端部上方より溶
接ロボット120の溶接ヘッドを挿入(2、他端部側(
上端部側)のダイヤフラム3−;の全周を柱基材31に
連続的に溶接する。この後、柱基材a tは、水平状態
まで倒伏され、続いC水平状態のまま前方へ搬送された
後、第3の搬送コンベア49によって次工程のエンドプ
レー1仮付工程50へ搬入される。
Here, the column base material 31 is erected to a substantially vertical state with the other end side upward, and in this state, the welding head of the welding robot 120 is inserted from above the end (2, the other end side (
The entire circumference of the diaphragm 3-; on the upper end side is continuously welded to the column base material 31. After that, the column base material a is laid down to a horizontal state, and then transported forward in a horizontal state, and then transported to the next step, the end play 1 tacking step 50, by the third conveyor 49. .

第7図は前記第1および第2の溶接位置WPI。FIG. 7 shows the first and second welding positions WPI.

Xl”ト’ 2の各位置に設置される溶接ロボット12
0および起伏装置121の詳細構造を示している。
Welding robot 12 installed at each position of
0 and the detailed structure of the undulating device 121.

同起伏装置121は、図示しないベースに水平に−・シ
”持された軸122と、この軸122に起伏可能に設け
られかつ起伏支柱124を有する起伏ベース123と、
ピストン口・ソトを前記起伏べ・−ス123に連結しそ
の起伏ベース123を起伏させるシリンダ125と、前
記起伏支柱124に平行に取り付けられ柱基材31の上
面側に当接される当接支柱126と、柱基材31を当接
支柱126に当接させた状態でクランプするクランプ機
構127とから構成されている。
The undulating device 121 includes a shaft 122 supported horizontally on a base (not shown), a undulating base 123 which is provided on the shaft 122 so as to be undulating and has a undulating support 124.
a cylinder 125 that connects the piston opening/bottom to the undulation base 123 and undulates the undulation base 123; and an abutment support that is attached parallel to the undulation support 124 and abuts against the upper surface side of the column base material 31. 126, and a clamp mechanism 127 that clamps the column base material 31 while it is in contact with the abutment column 126.

いま、起伏支柱124が起立した状態において、柱基材
31が各溶接位置WPI、WP2まで搬入されてきたと
き、シリンダ125の駆動によって起伏支柱124を倒
伏させると、当接支柱126か柱基材31の上寿側面に
当接される。ここで、クランプ機構127によって柱基
材31をクランプさせた後、シリンダ125の駆動によ
って起伏支柱124を起立させれば、起伏支柱124と
ともに柱基材31が起立された状態となるため、その柱
基材31の上端部側より溶接ロボット120の溶接ヘッ
ドを挿入してダイヤフラム34の全周を連続的に溶接す
ることができる。
Now, when the column base material 31 is carried to each welding position WPI, WP2 with the undulating column 124 in an upright state, when the column base material 31 is brought down by the drive of the cylinder 125, the abutting column 126 or the column substrate It comes into contact with the upper side of No. 31. Here, if the column base material 31 is clamped by the clamp mechanism 127 and then the undulating column 124 is erected by driving the cylinder 125, the column base material 31 will be in an erected state together with the undulating column 124. By inserting the welding head of the welding robot 120 from the upper end side of the base material 31, the entire circumference of the diaphragm 34 can be continuously welded.

従って、本実施例によれば、搬送されてきた柱基材31
を一端部側を上方にして略垂直状態まで起立させ、この
状態において、その一端部上方よO7溶接ロボット12
0の溶接ヘットを挿入してダイヤフラム34の全周を柱
基材31に溶接するようにしたので、ダイヤフラム34
の全周を連続的ζ、二溶接することかできる。よって、
溶接作業を能1′:的にhうことかできる。しかも、こ
のとき、溶?’;E Oボット120の溶接ヘットを常
に下向きにした状態で溶接作業を行うことができるので
、品質的にも安定し、ダイヤフラム34を柱基材31に
強固に溶接することかできる。
Therefore, according to this embodiment, the column base material 31 that has been transported
Stand the O7 welding robot 12 upright with one end upward, and in this state, move the O7 welding robot 12 upward from the one end.
0 welding head was inserted to weld the entire circumference of the diaphragm 34 to the column base material 31, so the diaphragm 34
It is possible to weld the entire circumference continuously. Therefore,
Welding work can be done more efficiently. Moreover, at this time, melted? ';E Since welding work can be performed with the welding head of the bot 120 always facing downward, the quality is stable and the diaphragm 34 can be firmly welded to the column base material 31.

また、柱基材31の一端部側のダイヤフラム31を溶接
した後、柱基材31を水平状態まで倒伏させ、続いて、
前方へ搬送した後、柱基材31を他端部側を上方にして
略垂直状態まで起立させ、−の状態において、その他端
部上方より溶接ロホ・ノ+−120の溶接ヘッドを挿入
してダイヤフラムご)4の全周を柱基材31に溶接する
ようにしたので4、柱基材3■の両端部側に仮付けされ
た2つのグーイヤフラム34を連続的にかつ能率的に溶
接する二とができる。
Further, after welding the diaphragm 31 on one end side of the column base material 31, the column base material 31 is laid down to a horizontal state, and then,
After being transported forward, the column base material 31 is erected to a substantially vertical position with the other end facing upward, and in the - position, the welding head of the welding Rojo No. 120 is inserted from above the other end. Since the entire circumference of the diaphragm 4 is welded to the column base material 31, the two gooey diaphragms 34 temporarily attached to both ends of the column base material 3 can be welded continuously and efficiently. I can do it.

このことは、各溶接位置WPI、WP2に設置された2
台の溶接ロボット120を遊びなく活用できる。つまり
、溶接位置WP2の溶接ロボット120が溶接作業を行
っているときには、溶接位置WPIの溶接ロボット12
0は次に搬入された柱基材31の溶接作業を行えるので
、溶接ロボット120の遊ひがな(溶接作業を能率的に
進める、二とかできる。
This means that the two
The welding robot 120 on the stand can be used without any play. That is, when the welding robot 120 at the welding position WP2 is performing welding work, the welding robot 120 at the welding position WPI
0 can perform the welding work on the column base material 31 that is brought in next, so the welding robot 120 can be idle (the welding work can be carried out efficiently, etc.).

なお、上記実施例では、柱基材31を垂直状態に起立さ
せた状態で溶接作業を行うようにしたが、溶接ロボット
120による溶接作業が常に下向きになる角度であれは
、必ずしも垂直に限られるものではない。
In addition, in the above embodiment, the welding work is performed with the column base material 31 standing vertically, but the angle at which the welding robot 120 always faces downward during the welding work is not necessarily limited to the vertical direction. It's not a thing.

【発明の効果〕【Effect of the invention〕

以上の通り、本発明によれば、柱基材の両端部内仮付位
置に仮付けされたダイヤフラムの全周を能率的に、かつ
、安定した品質で溶接することかできる。
As described above, according to the present invention, the entire circumference of the diaphragm temporarily attached to the temporary attachment positions within both ends of the column base material can be welded efficiently and with stable quality.

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

図は本発明の一実施例を示すもので、第1図は住宅ユニ
ットの生産工程を示すブロック図、第2図は住宅ユニッ
トの分解斜視図、第3図は住宅ユニットの組立斜視図、
第4図は柱生産ラインの詳細工程を示すブロック図、第
5図は第4図の柱生産ラインによって生産される柱を示
す斜視図、第6図はダイヤフラム水付工程における作業
順序を示す図、第7図は起伏装置および溶接ロボットを
示す図である。 31・・・柱基材、32・・・ダイヤフラム仮付孔、3
4・・・ダイヤフラム、120・・・溶接ロボット、1
21・・・起伏装置。
The figures show one embodiment of the present invention, in which Fig. 1 is a block diagram showing the production process of a housing unit, Fig. 2 is an exploded perspective view of the housing unit, and Fig. 3 is an assembled perspective view of the housing unit.
Figure 4 is a block diagram showing the detailed process of the pillar production line, Figure 5 is a perspective view showing the pillars produced by the pillar production line in Figure 4, and Figure 6 is a diagram showing the work order in the diaphragm watering process. , FIG. 7 is a diagram showing the undulating device and the welding robot. 31... Pillar base material, 32... Diaphragm temporary attachment hole, 3
4...Diaphragm, 120...Welding robot, 1
21...Luffing device.

Claims (1)

【特許請求の範囲】[Claims] (1)四角筒状の柱基材の両端部内仮付位置に仮付けさ
れたダイヤフラムの全周を柱基材にそれぞれ溶接する、
ダイヤフラムの溶接方法であって、前記柱基材をその一
端部側を上方にして起立させ、この状態においてその一
端部上方よりダイヤフラムの全周を柱基材に溶接し、 ついで、柱基材を倒伏させた後、その柱基材の軸線およ
び前記起立方向に対して直交する方向へ搬送し、 ついで、柱基材をその他端部側を上方にして起立させ、
この状態においてその他端部上方よりダイヤフラムの全
周を柱基材に溶接する、 ことを特徴とするダイヤフラムの溶接方法。
(1) Welding the entire circumference of the diaphragm, which has been temporarily attached to the temporary attachment position within both ends of the square cylindrical column base material, to the column base material, respectively.
The method for welding a diaphragm includes: standing the column base material with its one end side upward; in this state, welding the entire circumference of the diaphragm to the column base material from above the one end; and then welding the column base material together. After being laid down, the column base material is transported in a direction perpendicular to the axis of the column base material and the upright direction, and then the column base material is erected with the other end side facing upward.
A diaphragm welding method characterized in that in this state, the entire circumference of the diaphragm is welded to the column base material from above the other end.
JP2319939A 1990-11-22 1990-11-22 Diaphragm welding method Expired - Lifetime JP2559166B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2319939A JP2559166B2 (en) 1990-11-22 1990-11-22 Diaphragm welding method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2319939A JP2559166B2 (en) 1990-11-22 1990-11-22 Diaphragm welding method

Publications (2)

Publication Number Publication Date
JPH04190973A true JPH04190973A (en) 1992-07-09
JP2559166B2 JP2559166B2 (en) 1996-12-04

Family

ID=18115930

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2319939A Expired - Lifetime JP2559166B2 (en) 1990-11-22 1990-11-22 Diaphragm welding method

Country Status (1)

Country Link
JP (1) JP2559166B2 (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS529537A (en) * 1975-07-11 1977-01-25 Sekiden Kaihatsu Shoji Kk Hanger
JPS6453778A (en) * 1987-08-25 1989-03-01 Nakajima Kokan Kk Method and device for welding inner diaphragm of steel pipe

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS529537A (en) * 1975-07-11 1977-01-25 Sekiden Kaihatsu Shoji Kk Hanger
JPS6453778A (en) * 1987-08-25 1989-03-01 Nakajima Kokan Kk Method and device for welding inner diaphragm of steel pipe

Also Published As

Publication number Publication date
JP2559166B2 (en) 1996-12-04

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