JPH0825026B2 - Temporary attachment method of reinforcing member - Google Patents

Temporary attachment method of reinforcing member

Info

Publication number
JPH0825026B2
JPH0825026B2 JP2319936A JP31993690A JPH0825026B2 JP H0825026 B2 JPH0825026 B2 JP H0825026B2 JP 2319936 A JP2319936 A JP 2319936A JP 31993690 A JP31993690 A JP 31993690A JP H0825026 B2 JPH0825026 B2 JP H0825026B2
Authority
JP
Japan
Prior art keywords
base material
diaphragm
temporary
pillar
pillar base
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
Application number
JP2319936A
Other languages
Japanese (ja)
Other versions
JPH04190978A (en
Inventor
義之 福澤
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 JP2319936A priority Critical patent/JPH0825026B2/en
Publication of JPH04190978A publication Critical patent/JPH04190978A/en
Publication of JPH0825026B2 publication Critical patent/JPH0825026B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Arc Welding In General (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)

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側仮付位置に補
強部材、例えば、ダイヤフラムやエンドプレートをそれ
ぞれ仮付けする補強部材の仮付方法に関する。住宅ユニ
ットの骨組みを構成する柱の製造に利用できる。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to a reinforcing member that temporarily attaches a reinforcing member, for example, a diaphragm or an end plate to each end side temporary attaching position of a square tubular pillar base material. Regarding the tacking method. It can be used to manufacture the columns that make up the framework of a residential unit.

〔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、梁が溶接される柱端部の強度
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。また、柱の両端面には、ユニッ
ト住宅を基礎などに固定するために、あるいは、上下の
住宅ユニットを相互に連結するために、エンドプレート
を溶接することが行われている。
The skeleton of the housing unit that constitutes the unit housing is constructed by welding beams to both ends of a square tubular pillar. When welding a beam to both ends of a column, a diaphragm is welded in both ends of the column in order to increase the strength of the column end where the beam is welded. In addition, end plates are welded to both end faces of the pillar in order to fix the unit housing to a foundation or to connect the upper and lower housing units to each other.

従来、柱の両端部内にダイヤフラムを溶接する場合、
予め、柱の両端部側のダイヤフラム仮付位置に、柱の4
外側面のうち3外側面にダイヤフラム仮付孔をそれぞれ
穿孔しておき、その柱の両端部内仮付位置にダイヤフラ
ムをセットし、この状態において、前記各端部の3つの
ダイヤフラム仮付孔からダイヤフラムを柱に仮付け溶接
した後、ダイヤフラムの全周を溶接ロボットなどで溶接
する作業手順が採られている。
Conventionally, when welding diaphragms inside both ends of a pillar,
In advance, at the temporary attachment position of the diaphragm on both ends of the pillar,
Diaphragm temporary mounting holes are drilled in three outer surfaces of the outer side surfaces, and the diaphragms are set at the temporary mounting positions in both ends of the column. In this state, the diaphragms are inserted from the three temporary diaphragm mounting holes at each end. The work procedure is to weld the entire circumference of the diaphragm with a welding robot or the like after temporarily welding to the pillar.

また、柱の両端面にエンドプレートを溶接する場合、
柱の両端面にエンドプレートをセットし、この状態にお
いて、柱の各端部の4外側面のうち3外側面からエンド
プレートを柱に仮付け溶接した後、エンドプレートの全
周を溶接ロボットなどで溶接する作業手順が採られてい
る。
Also, when welding the end plates to both ends of the pillar,
Set the end plates on both ends of the pillar, and in this state, temporarily weld the end plates to the pillar from the 3 outer surfaces of the 4 outer surfaces of each end of the pillar, and then weld the entire circumference of the end plate to a welding robot, etc. The work procedure for welding is adopted.

〔発明が解決しようとする課題〕[Problems to be Solved by the Invention]

ところが、従来、ダイヤフラムの仮付け溶接やエンド
プレートの仮付け溶接に当たって、柱を水平な姿勢(柱
の1外側面が水平な姿勢)のまま位置決めして仮付け溶
接を行っていたため、作業者は定位置にいたまま柱の3
面からダイヤフラムやエンドプレートの仮付け溶接を行
うことがきわめて困難であった。
However, in the past, in tack welding of diaphragms and tack welding of end plates, tack welding was performed by positioning the column in a horizontal posture (the posture where one outer surface of the pole is horizontal) and performing tack welding. Pillar 3 while still in place
It was extremely difficult to tack weld the diaphragm and end plate from the surface.

例えば、柱の仮付けしない面を下面にして柱を水平な
姿勢に位置決めした場合、作業者に対して柱の正面側お
よび上面側についての仮付け溶接は比較的に楽に行える
ものの、柱の背面側についての仮付け溶接は柱を挟んで
作業者から裏側になるので、仮付け溶接が困難であると
いう問題があった。
For example, when the pillar is positioned in a horizontal position with the non-temporary surface of the pillar as the lower surface, temporary welding of the front surface and the upper surface of the pillar can be performed relatively easily for the worker, but the rear surface of the pillar is relatively easy. There is a problem that the tack welding for the side is difficult because the tack welding is on the back side of the operator with the column in between.

ここに、本発明の目的は、このような従来の欠点を解
消し、作業者が定位置にいたまま、柱基材の3面からダ
イヤフラムやエントプレートなどの補強部材を柱基材に
容易に仮付けすることができる補強部材の仮付方法を提
供することにある。
Here, an object of the present invention is to eliminate such a drawback of the related art, and to easily provide a reinforcing member such as a diaphragm or an entrapping plate on the pillar base material from three surfaces of the pillar base material while the operator is in a fixed position. It is to provide a method for temporarily attaching a reinforcing member that can be temporarily attached.

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

そのため、本発明の補強部材の仮付方法は、四角筒状
の柱基材の両端部側仮付位置に補強部材を仮付けする補
強部材の仮付方法であって、仮付け作業位置の手前に、
前記柱基材を、その長手方向が左右方向に向いて略水平
な姿勢に位置決めするとともに、柱基材の1つの角部が
最も下側に位置し、かつ、その角部を挟んで隣接する2
外側面のうち仮付け作業位置側の外側面と水平面とのな
す角度が、仮付け作業位置とは反対側の外側面と水平面
とのなす角度よりも大きくなるように位置決めし、つい
で、この柱基材の両端部側仮付位置に補強部材をセット
した後、柱基材の4外側面のうち、前記仮付け作業位置
とは反対側の外側面を除く3外側面より補強部材を柱基
材に仮付け溶接する、ことを特徴とする。
Therefore, the tacking method of the reinforcing member of the present invention is a tacking method of the reinforcing member that tacks the reinforcing member to both end side tacking positions of the rectangular columnar column base material, and is before the tacking work position. To
The pillar base material is positioned in a substantially horizontal posture with its longitudinal direction oriented in the left-right direction, and one corner portion of the pillar base material is located at the lowermost side and is adjacent to each other with the corner portion sandwiched therebetween. Two
Position the outer surface so that the angle between the outer surface on the temporary work position side and the horizontal surface is larger than the angle between the outer surface on the opposite side to the temporary work position and the horizontal surface. After setting the reinforcing member at the temporary attachment positions on both end sides of the base material, the reinforcement member is formed from the 3 outer surfaces of the 4 outer surfaces of the column base material, excluding the outer surface on the opposite side of the temporary attachment work position. It is characterized in that it is tack welded to the material.

〔作用〕[Action]

仮付け作業位置の手前に、柱基材を、その長手方向が
左右方向に向いて略水平な姿勢に位置決めするととも
に、柱基材の1つの角部が最も下面に位置し、かつ、そ
の角部を挟んで隣接する2外側面のうち仮付け作業位置
側の外側面と水平面とのなす角度が、仮付け作業位置と
は反対側の外側面と水平面とのなす角度よりも大きくな
るように位置決めし、この状態で、柱基材の両端部側仮
付位置に補強部材をセットした後、柱基材の4外側面の
うち、仮付け作業位置とは反対側の外側面を除く3外側
面より補強部材を柱基材に仮付け溶接しているから、作
業者は仮付け作業位置にいたまま、柱基材の3外側面か
らダイヤフラムやエンドプレートなどの補強部材を柱基
材に容易に仮付けすることができる。
Before the temporary working position, the pillar base material is positioned in a substantially horizontal posture with its longitudinal direction oriented in the left-right direction, and one corner of the pillar base material is located at the bottommost surface, and The angle formed between the horizontal surface and the outer surface on the temporary working position side of the two outer surfaces adjacent to each other with the portion sandwiched is larger than the angle formed by the horizontal surface and the outer surface on the opposite side to the temporary working position. After positioning and setting the reinforcing members at the temporary attachment positions on both end sides of the pillar base material in this state, out of the 4 outer surfaces of the pillar base material, except the outer surface on the side opposite to the temporary attachment work position, 3 outer surfaces Since the reinforcement member is tack welded to the column base material from the side surface, the worker can easily attach the reinforcement member such as the diaphragm or end plate to the column base material from the 3 outer sides of the column base material while staying in the tacking work position. Can be temporarily attached to.

この際、柱基材の最も下側に位置する1つの角部を挟
んで隣接する2外側面のうち、仮付け作業位置側の外側
面については斜下向きになるため、仮付け溶接作業が行
いずらいが、本発明では、仮付け作業位置側の外側面と
水平面とのなす角度が、仮付け作業位置とは反対側の外
側面と水平面とのなす角度よりも大きくなるように位置
決めされているから、つまり、仮付け作業位置側の外側
面と水平面とのなす角度が45度よりも大きい角度に位置
決めされているから、仮付け作業位置側の外側面におけ
る仮付け溶接作業も楽に行うことができる。
At this time, of the two outer side surfaces adjacent to each other with one corner located at the lowermost side of the pillar base material, the outer side surface on the side of the temporary work position is inclined downward, so that the temporary welding work is performed. However, in the present invention, the angle between the outer surface on the temporary working position side and the horizontal plane is set to be larger than the angle between the outer surface on the opposite side to the temporary working position and the horizontal plane. That is, since the angle between the outer surface on the tacking work position side and the horizontal surface is positioned at an angle greater than 45 degrees, it is easy to perform tack welding work on the outer surface on the tacking work position side. You can

〔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。 An embodiment of the present invention will be described below with reference to 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 a production process of a housing unit 5 (see FIG. 3) assembled by the ceiling panel 1, the floor panel 2 and the two end panels 3 and 4 shown in FIG.

天井パネル1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 1 carries in the long side beam 11 produced in the long side beam production line 21 to the ceiling panel production line 22, and in this production line 22, the two long side beams 11 are arranged in parallel, and in between. It is made by connecting the field edges 12 and attaching the ceiling panel 13.

床パネル2は、長辺梁生産ライン21で生産された長辺
梁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14を取り付
けることにより作られる。
The floor panel 2 carries the long side beam 11 produced in the long side beam production line 21 into the floor panel production line 23, and
In 23, it is made by arranging two long side beams 11 in parallel, connecting joists (not shown) between them, and attaching a floor panel 14.

妻パネル3,4は、柱生産ライン24で生産された柱15お
よび短辺梁生産ライン25で生産された短辺梁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
辺梁16を連結することにより作られる。なお、各柱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。
The gable panels 3 and 4 carry the columns 15 produced in the column production line 24 and the short-side beams 16 produced in the short-side beam production line 25 into the gable panel production line 26, respectively. It is made by arranging columns 15 of a book in parallel and connecting short side beams 16 between both ends thereof. A joint 17 is attached to both ends of each pillar 15 in a direction perpendicular to the short-side beam 16.

これらの天井パネル1、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
長辺梁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 panel 1, floor panel 2 and wife panel 3,
4 is carried into the total assembly line 27, and in this total assembly line 27, the wife panels 3 and 4 are arranged on both sides of the ceiling panel 1 and the floor panel 2 which are arranged in parallel vertically.
The housing unit 5 (see FIG. 3) is assembled by welding the respective joints 17 in a state where they are fitted to both ends of the long side beams 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、バスユニットな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ができる。
The housing unit 5 is sent to the outer wall panel mounting line 28, where the outer wall panel is mounted at a predetermined position on the outer surface, and then is sent to the feature / equipment mounting line 29, where a staircase is placed at a predetermined position inside. Units, kitchen units, bath units, etc. are installed and completed. It should be noted that a plurality of completed housing units 5 can be transported by truck or the like to a construction site, where they can be combined to build a unit housing.

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。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が穿孔される。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。
FIG. 4 is a block diagram showing a detailed process of the pillar production line 24, and FIG. 5 is a detailed perspective view of the pillar 15 produced thereby. The plurality of square tube-shaped pillar base materials 31 stocked in the stocking step 41 are carried into the first transport conveyor 42 one by one. Therefore, first, in the cutting step 43, the length dimension corresponding to each module of the housing unit 5 is cut, and subsequently, in the perforation step 44, three diaphragm provisional holes 32 are bored on both end sides of the pillar base material 31. It In addition, in this perforation step 44, the 2
Two gable holes 33 are drilled.

次に、第2の搬送コンベア45に搬入される。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
付位置に補強部材としてのダイヤフラム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、ダイヤフラム本付工程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。
Then, it is carried into the second conveyor 45. Therefore,
First, in the diaphragm temporary attachment step 46, the diaphragms 34 as reinforcing members are temporarily attached to the temporary attachment positions in both ends of the column base material 31, respectively, and subsequently, the plate thickness of the column base material 31 is detected in the plate thickness detection step 47. It After that, in step 48 with the diaphragm book, the pillar base material
The entire circumference of the diaphragm 34 temporarily attached to the temporary attachment positions in both ends of 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51に搬入
される。そこで、まず、エンドプレート本付工程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および短辺梁16が取り付けられる2面)のサン
ディングが行われる。
Next, it is carried into the end plate temporary attaching step 50 by the third transfer conveyor 49, and the end plates 35 are temporarily attached to both end surfaces of the pillar base material 31, and then transferred into the fourth transfer conveyor 51. Therefore, first, in the end plate main attaching step 52, the entire circumference of the end plate 35 is welded, and subsequently, in the sanding step 53, two of the four welding surfaces of the end plate 35 (the joint 17 and the short side beam 16 are Sanding of the two sides to be attached is performed.

次に、第5の搬送コンベア54に搬入される。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、仕口本付工程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。
Then, it is carried into the fifth conveyor 54. Therefore,
First, the joint 17 is temporarily attached to both ends of the pillar base material 31 in the joint temporary attaching step 55, and subsequently, the entire circumference of the joint 17 is welded in the joint final attaching step 56. The pillars 15 produced in this way are sent to the wife panel production line 26 in the next step.

第6図は前記ダイヤフラム仮付工程46の詳細構造を示
している。同ダイヤフラム仮付工程46には、前記第1の
搬送コンベア42からプッシャ61によって押し出されかつ
2本の傾斜レール62A,62Bおよび傾斜ローラコンベア63
A,63Bを滑り落ちた柱基材31の両端部側を支持する2つ
の支持機構71A,71Bと、この支持機構71A,71Bによって支
持された柱基材31の両端側に配置され柱基材31の両端部
内仮付位置にダイヤフラム34をセットする2つのダイヤ
フラムセット機構81,91とがそれぞれ設けられている。
なお、64は柱基材31を1本ずつ支持機構71A,71Bへ滑り
落とすためのストッパである。
FIG. 6 shows a detailed structure of the temporary diaphragm attaching step 46. In the diaphragm temporary attaching step 46, the two inclined rails 62A and 62B and the inclined roller conveyor 63 which are pushed out by the pusher 61 from the first transfer conveyor 42 are used.
Two support mechanisms 71A and 71B that support both end sides of the column base material 31 that slides down A and 63B, and a column base material that is arranged on both end sides of the column base material 31 supported by the support mechanisms 71A and 71B. Two diaphragm setting mechanisms 81 and 91 for setting the diaphragm 34 are provided at the temporary attachment positions in the both ends of 31, respectively.
Reference numeral 64 is a stopper for sliding the pillar base materials 31 one by one onto the support mechanisms 71A and 71B.

前記各支持機構71A,71Bは、第7図に示す如く、基台7
2と、この基台72上に固定され前記傾斜ローラコンベア6
3A,63Bを滑り落ちた柱基材31の端部側を支持するL字形
状の支持部材73と、前記基台72の上部にピン74を介して
開閉自在に設けられ前記支持部材73に支持された柱基材
31を上方からクランプするクランプ部材75とから構成さ
れている。
As shown in FIG. 7, each of the support mechanisms 71A and 71B has a base 7
2 and the inclined roller conveyor 6 fixed on this base 72
An L-shaped support member 73 that supports the end side of the pillar base material 31 that slides down 3A and 63B, and is provided on the upper part of the base 72 via a pin 74 so as to be openable and closable and supported by the support member 73. Pillar base material
It is composed of a clamp member 75 for clamping 31 from above.

ここで、前記支持部材73は、前記柱基材31の隣接する
2外側面に適合するL字状の2つの支持面73A,73Bを有
する。支持面73Aは、前記傾斜ローラコンベア63A,63Bの
傾斜角度と略同じ傾斜角度(約30度)に形成されてい
る。また、支持面73Bは、支持面73Aに対して90度の角
度、つまり水平面に対して60度の角度に形成されてい
る。従って、傾斜ローラコンベア63A,63Bを滑り落ちた
柱基材31は、仮付け作業位置(第7図中左側)手前に、
その長手方向が左右方向に向いて略水平な姿勢に位置決
めされるとともに、柱基材31の1つの角部が最も下側に
位置し、かつ、その角部を挟んで隣接する2外側面のう
ち仮付け作業位置側の外側面と水平面とのなす角度が60
度、仮付け作業位置とは反対側の外側面と水平面とのな
す角度が30度に位置決めされる。つまり、仮付け作業位
置側の外側面と水平面とのなす角度が仮付け作業位置と
は反対側の外側面と水平面とのなす角度よりも大きくな
るように位置決めされる。
Here, the support member 73 has two L-shaped support surfaces 73A and 73B that are fitted to two adjacent outer surfaces of the pillar base material 31. The support surface 73A is formed at an inclination angle (about 30 degrees) substantially the same as the inclination angles of the inclined roller conveyors 63A and 63B. The supporting surface 73B is formed at an angle of 90 degrees with respect to the supporting surface 73A, that is, at an angle of 60 degrees with respect to the horizontal plane. Therefore, the pillar base material 31 that has slid down the inclined roller conveyors 63A and 63B is located before the temporary mounting work position (left side in FIG. 7).
The longitudinal direction is oriented in the left-right direction and is positioned in a substantially horizontal posture, and one corner portion of the pillar base material 31 is located at the lowermost side, and the two outer side surfaces adjacent to each other with the corner portion sandwiched therebetween. Of these, the angle between the outer surface on the temporary work position side and the horizontal surface is 60.
The angle between the outer surface on the side opposite to the temporary working position and the horizontal surface is set to 30 degrees. That is, the positioning is performed such that the angle formed by the outer surface on the temporary working position side and the horizontal plane is larger than the angle formed by the outer surface on the opposite side to the temporary working position and the horizontal surface.

前記一方のダイヤフラムセット機構81は、第8図に示
す如く、基台82と、この基台82にガイドレール83を介し
て前記柱基材31の軸線方向へ移動可能に設けられた可動
台84と、この可動台84にリンク85を介して連結されその
可動台84を往復移動させるシリンダ86と、前記可動台84
の上部プレート84Aに前記柱基材31の軸線方向へ進退可
能に設けられた2本の進退杆87と、この2本の進退杆87
の外端に連結された矩形輪状の把持輪88と、前記2本の
進退杆87の内端に連結されダイヤフラム34を柱基材31の
端部内に挿入可能な姿勢で保持する吸着手段としての吸
着部材89とから構成されている。
As shown in FIG. 8, the one diaphragm setting mechanism 81 includes a base 82 and a movable base 84 provided on the base 82 via a guide rail 83 so as to be movable in the axial direction of the pillar base material 31. A cylinder 86 connected to the movable table 84 via a link 85 for reciprocating the movable table 84;
Of the two rods 87 provided on the upper plate 84A of the column so as to be able to move back and forth in the axial direction of the pillar base material 31, and these two rods 87.
And a rectangular ring-shaped gripping ring 88 connected to the outer end of the column and a suction means for holding the diaphragm 34 connected to the inner ends of the two advancing and retracting rods 87 in a posture that allows the diaphragm 34 to be inserted into the end of the column base 31. It is composed of a suction member 89.

ここで、前記可動台84の上部プレート84Aは、第9図
に示す如く、略矩形板状でかつ柱基材31の傾きに対応し
て所定角度傾いた姿勢で取り付けられているとともに、
対向する2側面に柱基材31の端面に当接する当接面を有
する当接部材84Bを備える。また、前記進退杆87は、前
記当接部材84Bの当接面からの進出量が一定、つまり吸
着部材89に保持されたダイヤフラム34が柱基材31の端部
内仮付位置に達するまでの量に規制されている。更に、
前記吸着部材89は、永久磁石などから形成されていると
ともに、内端面側に前記ダイヤフラム34の補強プレート
34Bが嵌合しダイヤフラム34を柱基材31の傾きに対応し
た姿勢に位置決めする凹部89Aが形成されている。
Here, as shown in FIG. 9, the upper plate 84A of the movable table 84 is attached in a substantially rectangular plate shape and in a posture inclined by a predetermined angle corresponding to the inclination of the pillar base material 31, and
An abutting member 84B having an abutting surface that abuts on the end surface of the pillar base material 31 is provided on two opposing side surfaces. Further, the advancing / retreating rod 87 has a constant amount of advance from the contact surface of the contact member 84B, that is, the amount by which the diaphragm 34 held by the suction member 89 reaches the temporary attachment position in the end of the column base material 31. Is regulated by. Furthermore,
The attraction member 89 is formed of a permanent magnet or the like, and has a reinforcing plate for the diaphragm 34 on the inner end surface side.
A recess 89A is formed to fit the diaphragm 34B and to position the diaphragm 34 in a posture corresponding to the inclination of the pillar base material 31.

前記他方のダイヤフラムセット機構91は、第10図に示
す如く、基台92と、この基台92に2本のガイドロッド93
を介して前記柱基材31の軸線方向へ移動可能に設けられ
た可動台94と、この可動台94の上部プレート94Aに前記
柱基材31の軸線方向へ進退可能に設けられた2本の進退
杆97と、この2本の進退杆97の外端に連結された矩形輪
状の把持輪98と、前記2本の進退杆97の内端に連結され
ダイヤフラム34を柱基材31の端部内に挿入可能な姿勢で
保持する吸着手段としての吸着部材99とから構成されて
いる。
The other diaphragm setting mechanism 91 has a base 92 and two guide rods 93 on the base 92, as shown in FIG.
Via a movable base 94 that is movable in the axial direction of the pillar base material 31, and two upper and lower plates 94A of the movable base 94 that are movable in the axial direction of the pillar base material 31. The advancing / retreating rod 97, the rectangular ring-shaped gripping ring 98 connected to the outer ends of the two advancing / retreating rods 97, and the diaphragm 34 connected to the inner ends of the two advancing / retreating rods 97 within the end of the pillar base material 31. It is composed of a suction member 99 as a suction means for holding it in a posture in which it can be inserted into.

ここで、前記可動台94の上部プレート94Aは、第11図
に示す如く、略矩形板状にかつ柱基材31の傾きに対応し
て所定角度傾いた姿勢に取り付けられているとともに、
対向する2側面に柱基材31の端面に当接する当接面を有
する当接部材94Bを備える。また、前記進退杆97は、前
記当接部材94Bの当接面からの進出量が一定、つまり吸
着部材99に保持されたダイヤフラム34が柱基材31の端部
内仮付位置に達するまでの量に規制されている。更に、
前記吸着部材99は、永久磁石などから形成されていると
ともに、内端面側に前記ダイヤフラム34の補強プレート
34Bが嵌合しダイヤフラム34を柱基材31の傾きに対応し
た位置に位置決めする凹部99Aが形成されている。
Here, as shown in FIG. 11, the upper plate 94A of the movable table 94 is attached in a substantially rectangular plate shape and in a posture inclined by a predetermined angle corresponding to the inclination of the pillar base material 31,
An abutting member 94B having an abutting surface that abuts on the end surface of the pillar base material 31 is provided on two opposing side surfaces. The advancing / retreating rod 97 has a constant advancing amount from the contact surface of the abutting member 94B, that is, the amount by which the diaphragm 34 held by the adsorbing member 99 reaches the temporary attachment position in the end of the column base material 31. Is regulated by. Furthermore,
The attraction member 99 is formed of a permanent magnet or the like, and has a reinforcing plate for the diaphragm 34 on the inner end surface side.
A recess 99A for fitting the diaphragm 34B and positioning the diaphragm 34 at a position corresponding to the inclination of the pillar base material 31 is formed.

次に、上記ダイヤフラム仮付工程46における作用を説
明する。
Next, the operation in the temporary diaphragm attaching step 46 will be described.

第1の搬送コンベア42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、まず、プッシャ61に
よって直角方向へ押し出される。すると、柱基材31は、
2本の傾斜レール62A,62Bおよび傾斜ローラコンベア63
A,63Bを滑り落ち、支持機構71A,71Bの支持部材73に支持
される。
The pillar base material 31 that has been conveyed in the longitudinal direction in the horizontal posture by the first conveyer conveyor 42 is first pushed out by the pusher 61 in the perpendicular direction. Then, the pillar base material 31,
Two inclined rails 62A, 62B and inclined roller conveyor 63
It slides down A and 63B, and is supported by the support member 73 of the support mechanisms 71A and 71B.

このとき、柱基材31は、隣接する2外側面が支持部材
73のL字状の支持面73A,73Bによって水平面に対して傾
いた姿勢に、かつ、長手方向が略水平な姿勢に自動的に
位置決めされる。
At this time, in the pillar base material 31, two adjacent outer surfaces are supporting members.
The L-shaped support surfaces 73A and 73B of the 73 are automatically positioned in a posture inclined with respect to the horizontal plane and in a posture in which the longitudinal direction is substantially horizontal.

そこで、各ダイヤフラムセット機構81,91の吸着部材8
9,99にダイヤフラム34を所定の姿勢で吸着保持させた
後、一方のダイヤフラムセット機構81のシリンダ86を駆
動させる。すると、リンク85を介して可動台84が柱基材
31の端面へ向かって一定量進出されるので、当接部材84
Bの当接面が柱基材31の端面に当接した状態で柱基材31
が軸線方向へ所定量押し出される。
Therefore, the suction member 8 of each diaphragm set mechanism 81, 91
After the diaphragm 34 is suction-held on the 9,99 in a predetermined posture, the cylinder 86 of one diaphragm setting mechanism 81 is driven. Then, the movable base 84 is connected to the pillar base material via the link 85.
Since a certain amount is advanced toward the end face of 31, the contact member 84
With the contact surface of B in contact with the end surface of the pillar base material 31, the pillar base material 31
Is extruded by a predetermined amount in the axial direction.

これにより、柱基材31の長手方向の位置決めが行われ
た後、クランプ部材75をピン74を支点として回動し、柱
基材31を上方からクランプする。
Thereby, after the pillar base material 31 is positioned in the longitudinal direction, the clamp member 75 is rotated about the pin 74 as a fulcrum to clamp the pillar base material 31 from above.

この後、他方のダイヤフラムセット機構91の可動台94
をガイドロッド93に沿って柱基材31の端面へ向かって移
動させ、当接部材94Bの当接面を柱基材31の端面に当接
させる。
After this, the movable base 94 of the other diaphragm setting mechanism 91
Is moved toward the end surface of the column base material 31 along the guide rod 93, and the contact surface of the contact member 94B is brought into contact with the end surface of the column base material 31.

ここで、各ダイヤフラムセット機構81,91の把持輪88,
98を把持して押し込んでいくと、進退杆87,97がそれぞ
れ進出される。すると、吸着部材89,99とともにダイヤ
フラム34が柱基材31の端部内に挿入されていく。やが
て、把持輪88,98を押し込めなくなる位置まで進出させ
ると、ダイヤフラム34が柱基材31の両端部内仮付位置に
セットされる。
Here, the gripping ring 88 of each diaphragm setting mechanism 81, 91,
When 98 is gripped and pushed in, the advance / retreat rods 87, 97 are respectively advanced. Then, the diaphragm 34 is inserted into the end of the pillar base material 31 together with the suction members 89 and 99. Eventually, when the gripping wheels 88, 98 are advanced to a position where they cannot be pushed in, the diaphragm 34 is set to the temporary attachment position in both ends of the pillar base material 31.

この状態において、柱基材31の外周面3個所、つまり
3つのダイヤフラム仮付孔32からダイヤフラム34を仮付
け溶接する。このとき、第12図に示す如く、柱基材31の
3つのダイヤフラム仮付孔32が作業者に向いているの
で、作業者は定位置にいたまま仮付け溶接を容易に、し
かも、溶接ヘッドを下向きにしたまま行うことができ
る。しかも、仮付け作業位置側の外側面と水平面とのな
す角度が、仮付け作業位置とは反対側の外側面と水平面
とのなす角度よりも大きくなるように、具体的には60度
に位置決めされているから、仮付け作業位置側の外側面
における仮付け溶接作業も楽に行うことができる。
In this state, the diaphragm 34 is temporarily welded to the outer peripheral surface of the pillar base material 31 at three positions, that is, from the three diaphragm temporary holes 32. At this time, as shown in FIG. 12, since the three diaphragm temporary mounting holes 32 of the column base material 31 face the operator, the worker can easily perform the temporary welding while staying in the fixed position, and the welding head Can be left facing down. Moreover, the angle between the outer surface on the temporary working position side and the horizontal surface is specifically set at 60 degrees so that the angle between the outer surface on the opposite side of the temporary working position and the horizontal surface is larger. Therefore, the tack welding work on the outer surface on the tacking work position side can be easily performed.

従って、本実施例によれば、柱基材31の端部内仮付位
置にセットされたダイヤフラム34を仮付け溶接する際、
柱基材31を、隣接する2外側面が水平面に対して傾いた
姿勢に、かつ、長手方向が略水平な姿勢に位置決めした
状態でダイヤフラム34を仮付け溶接するようにしたの
で、柱基材31のダイヤフラム仮付位置に穿孔された3つ
のダイヤフラム仮付孔32が作業者に向いているので、作
業者は定位置にいたまま3つの仮付位置を容易に仮付け
溶接することができる。しかも、これらの3つのダイヤ
フラム仮付孔32への溶接も溶接ヘッドを全て下向きにし
た状態で行えるので品質的にも安定させることができ
る。
Therefore, according to the present embodiment, when temporarily welding the diaphragm 34 set at the temporary tacking position in the end portion of the pillar base material 31,
Since the pillar base material 31 is temporarily welded to the diaphragm 34 in a state in which the two adjacent outer side surfaces are inclined with respect to the horizontal plane and the longitudinal direction is positioned substantially horizontal, the pillar base material 31 is welded. Since the three diaphragm temporary mounting holes 32 formed in the diaphragm temporary mounting positions 31 are oriented toward the worker, the worker can easily perform the temporary welding at the three temporary mounting positions while staying in the fixed positions. Moreover, since the welding to these three temporary diaphragm holes 32 can be performed with all the welding heads facing downward, the quality can be stabilized.

また、搬入された柱基材31は、支持機構71A,71Bによ
って、隣接する2外側面が水平面に対して傾いた姿勢
に、かつ、長手方向が略水平な姿勢に自動的に位置決め
されるため、柱基材31を位置決めするための機構を簡単
にできる。つまり、従来のようなプッシャなどを必要と
しない利点がある。
Further, the carried-in pillar base material 31 is automatically positioned by the support mechanisms 71A and 71B in a posture in which the two adjacent outer side surfaces are inclined with respect to the horizontal plane and in a posture in which the longitudinal direction is substantially horizontal. The mechanism for positioning the pillar base material 31 can be simplified. That is, there is an advantage that a pusher or the like as in the past is not required.

また、支持機構71A,71Bに支持された柱基材31の両端
部側に、柱基材31の軸線方向へ移動自在な可動台84,9
4、この可動台84,94に柱基材31の軸線方向へ進退自在な
進退杆87,97および進退杆87,97の内端に取り付けられた
吸着部材89,99からなるダイヤフラムセット機構81,91を
配置したので、各吸着部材89,99にダイヤフラム34を吸
着保持したまま可動台84,94を柱基材31の端面へ向かっ
て移動させて当接させた後、各進退杆87,97を進出させ
れば、各進退杆87,97は当接面からの進出量が一定に規
制されているので、つまり、柱基材31の端面を基準にダ
イヤフラム34の挿入量が規制されているので、ダイヤフ
ラム34を柱基材31の端部内仮付位置に正確にセットする
ことができる。
Further, on both end sides of the column base material 31 supported by the support mechanisms 71A, 71B, movable bases 84, 9 movable in the axial direction of the column base material 31.
4, a diaphragm set mechanism 81 comprising an advancing / retreating rod 87, 97 that can move back and forth in the axial direction of the pillar base material 31 on the movable bases 84, 94 and a suction member 89, 99 attached to the inner end of the advancing / retreating rod 87, 97 Since 91 is arranged, the movable bases 84 and 94 are moved toward the end surface of the pillar base material 31 and abutted while the diaphragm 34 is suction-held to the suction members 89 and 99, respectively, and then the advancing and retracting rods 87 and 97. By advancing, the advancing / retreating rods 87, 97 are regulated so that the advancing amount from the contact surface is constant, that is, the inserting amount of the diaphragm 34 is regulated based on the end face of the pillar base material 31. Therefore, the diaphragm 34 can be accurately set at the temporary attachment position in the end portion of the pillar base material 31.

なお、本発明は、上述した実施例に限定されるもので
はなく、次の変形例も含む。
The present invention is not limited to the above-described embodiments, and includes the following modifications.

例えば、柱基材31の隣接する2外側面を支持する支持
面73A,73Bの傾斜角度については、上記実施例で述べた
角度に限られるものではない。要は、作業者が定位置に
いたまま、柱基材31のダイヤフラム仮付位置に穿孔され
た3つのダイヤフラム仮付孔32からダイヤフラム34を柱
基材31に容易に仮付け溶接できる角度であればよい。
For example, the tilt angles of the support surfaces 73A and 73B that support the two adjacent outer surfaces of the pillar base material 31 are not limited to the angles described in the above embodiment. The point is that the diaphragm 34 can be easily tack-welded to the pillar base material 31 from the three diaphragm tacking holes 32 drilled at the diaphragm tacking positions of the pillar base material 31 while the operator is in a fixed position. Good.

また、上記実施例では、一方のダイヤフラムセット機
構81の可動台84のみをシリンダ86によって自動的に移動
させるようにしたが、他方のダイヤフラムセット機構91
の可動台94についてもシリンダなどの駆動手段によって
自動的に移動させるようにしてもよい。更に、進退杆8
7,97についても、駆動手段によって進退させるようにし
てもよい。
In the above embodiment, only the movable base 84 of the one diaphragm setting mechanism 81 is automatically moved by the cylinder 86, but the other diaphragm setting mechanism 91 is used.
The movable table 94 may also be automatically moved by a driving means such as a cylinder. Furthermore, advance / retreat rod 8
The 7,97 may also be moved back and forth by driving means.

また、上記実施例では、ダイヤフラム34を吸着保持す
る吸着手段を永久磁石からなる吸着部材89,99によって
構成したが、エアーの吸引によってダイヤフラム34を吸
着保持するものでもよい。
Further, in the above-mentioned embodiment, the suction means for suction-holding the diaphragm 34 is constituted by the suction members 89, 99 made of permanent magnets, but the diaphragm 34 may be suction-held by suction of air.

以上の説明では、ダイヤフラム仮付工程46において、
ダイヤフラム34を柱基材31に仮付け溶接する例であった
が、このほかに、エンドプレート仮付工程50においてエ
ンドプレート35を柱基材31に仮付け溶接する場合にも適
用することができる。
In the above description, in the temporary diaphragm attaching step 46,
Although the example in which the diaphragm 34 is tack-welded to the pillar base material 31 has been described, it is also applicable to the case where the end plate 35 is tack-welded to the pillar base material 31 in the end plate tacking step 50. .

〔発明の効果〕〔The invention's effect〕

以上の通り、本発明によれば、作業者が定位置にいた
まま、柱基材の3面からダイヤフラムやエンドプレート
などの補強部材を柱基材に容易に仮付けすることができ
る。
As described above, according to the present invention, the reinforcing member such as the diaphragm or the end plate can be easily temporarily attached to the pillar base material from the three surfaces of the pillar base material while the worker is in a fixed position.

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

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図はダイヤフラム仮付工程の詳細構造を
示す図、第7図は支持機構を示す図、第8図は一方のダ
イヤフラムセット機構を示す図、第9図は第8図のIX−
IX矢視から見た図、第10図は他方のダイヤフラムセット
機構を示す図、第11図は第10図のXI−XI矢視から見た
図、第12図はダイヤフラムの仮付け溶接の様子を示す図
である。 31…柱基材、32…ダイヤフラム仮付孔(仮付位置)、34
…ダイヤフラム(補強部材)、35…エンドプレート(補
強部材)。
1 shows an embodiment of the present invention, FIG. 1 is a block diagram showing a production process of a housing unit, FIG. 2 is an exploded perspective view of the housing unit, FIG. 3 is an assembled perspective view of the housing unit,
4 is a block diagram showing the detailed steps of the pillar production line, FIG. 5 is a perspective view showing the pillars produced by the pillar production line of FIG. 4, and FIG. 6 is a view showing the detailed structure of the temporary diaphragm attaching step. , FIG. 7 is a view showing a support mechanism, FIG. 8 is a view showing one diaphragm setting mechanism, and FIG. 9 is a IX- of FIG.
A view seen from the arrow IX, FIG. 10 is a view showing the other diaphragm setting mechanism, FIG. 11 is a view seen from the arrow XI-XI in FIG. 10, and FIG. 12 is a state of temporary welding of the diaphragm. FIG. 31 ... Pillar base material, 32 ... Diaphragm temporary mounting hole (temporary mounting position), 34
… Diaphragm (reinforcing member), 35… End plate (reinforcing member).

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】四角筒状の柱基材の両端部側仮付位置に補
強部材を仮付けする補強部材の仮付方法であって、 仮付け作業位置の手前に、前記柱基材を、その長手方向
が左右方向に向いて略水平な姿勢に位置決めするととも
に、柱基材の1つの角部が最も下側に位置し、かつ、そ
の角部を挟んで隣接する2外側面のうち仮付け作業位置
側の外側面と水平面とのなす角度が、仮付け作業位置と
は反対側の外側面と水平面とのなす角度よりも大きくな
るように位置決めし、 ついで、この柱基材の両端部側仮付位置に補強部材をセ
ットした後、 柱基材の4外側面のうち、前記仮付け作業位置とは反対
側の外側面を除く3外側面より補強部材を柱基材に仮付
け溶接する、 ことを特徴とする補強部材の仮付方法。
1. A method of tacking a reinforcing member, wherein a reinforcing member is temporarily attached to both ends of a square columnar base material, and the column base material is provided in front of the temporary attaching position. The longitudinal direction of the pillar base material is positioned in a substantially horizontal posture with the left-right direction oriented, and one corner portion of the pillar base material is located at the lowermost side, and the two outer side surfaces adjacent to each other with the corner portion sandwiched therebetween are provisional. Position it so that the angle between the horizontal surface and the outer surface on the mounting work position side is larger than the angle between the outer surface and the horizontal surface on the side opposite to the temporary mounting work position. After setting the reinforcement member at the side temporary attachment position, of the four outer surfaces of the column base material, except for the outer side surface on the side opposite to the temporary attachment work position, the reinforcement member is temporarily welded to the column base material. The method for temporarily attaching a reinforcing member, comprising:
JP2319936A 1990-11-22 1990-11-22 Temporary attachment method of reinforcing member Expired - Lifetime JPH0825026B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2319936A JPH0825026B2 (en) 1990-11-22 1990-11-22 Temporary attachment method of reinforcing member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2319936A JPH0825026B2 (en) 1990-11-22 1990-11-22 Temporary attachment method of reinforcing member

Publications (2)

Publication Number Publication Date
JPH04190978A JPH04190978A (en) 1992-07-09
JPH0825026B2 true JPH0825026B2 (en) 1996-03-13

Family

ID=18115897

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2319936A Expired - Lifetime JPH0825026B2 (en) 1990-11-22 1990-11-22 Temporary attachment method of reinforcing member

Country Status (1)

Country Link
JP (1) JPH0825026B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USRE43694E1 (en) 2000-04-28 2012-10-02 Sharp Kabushiki Kaisha Stamping tool, casting mold and methods for structuring a surface of a work piece

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6061198A (en) * 1983-09-12 1985-04-08 Chubu Shintou Kogyo Kk Mechanism for supporting work of welding device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USRE43694E1 (en) 2000-04-28 2012-10-02 Sharp Kabushiki Kaisha Stamping tool, casting mold and methods for structuring a surface of a work piece
USRE44830E1 (en) 2000-04-28 2014-04-08 Sharp Kabushiki Kaisha Stamping tool, casting mold and methods for structuring a surface of a work piece

Also Published As

Publication number Publication date
JPH04190978A (en) 1992-07-09

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