JPH03124205A - Control board - Google Patents

Control board

Info

Publication number
JPH03124205A
JPH03124205A JP1260057A JP26005789A JPH03124205A JP H03124205 A JPH03124205 A JP H03124205A JP 1260057 A JP1260057 A JP 1260057A JP 26005789 A JP26005789 A JP 26005789A JP H03124205 A JPH03124205 A JP H03124205A
Authority
JP
Japan
Prior art keywords
welding
angle frame
wall steel
frame member
steel plate
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
JP1260057A
Other languages
Japanese (ja)
Other versions
JPH0561844B2 (en
Inventor
Yoshisuke Tsuchiya
土屋 美助
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.)
KAWASAKI DENKI KK
Original Assignee
KAWASAKI DENKI KK
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 KAWASAKI DENKI KK filed Critical KAWASAKI DENKI KK
Priority to JP1260057A priority Critical patent/JPH03124205A/en
Publication of JPH03124205A publication Critical patent/JPH03124205A/en
Publication of JPH0561844B2 publication Critical patent/JPH0561844B2/ja
Granted legal-status Critical Current

Links

Abstract

PURPOSE:To prevent occurrence of recess due to distortion of welding by integrally welding an angle framework member and an outer wall steel board at a bending corner section. CONSTITUTION:When each angle framework member 2 and an outer wall steel board 3 are welded together, electrodes are inserted sequentially into respective small holes 6 arranged at the bent corner section of the angle framework member 2, and then the electrodes are melted through arc welding or carbon dioxide gas welding. Since the electrodes are melted in the small holes 6, respective angle frameworks 2 and the outer wall steel board 3 arranged at the outside are welded together at the bent corner section and jointed firmly. By such method, no recess occurs in the outer surface of the outer wall board 3 due to welding distortion.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、函体に監視、制御、状態表示などに必要な計
器、器具類を取り付は電動機や抵抗負荷などの開閉・保
護を行なう制御盤(配電盤、分電盤も含む)に関し、特
にその函体を形成するアングル骨組材(L形鋼)とその
外面周囲を覆う外壁鋼板との溶接組立構造を合理的とな
した制御盤に関するものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention is a method for installing instruments and instruments necessary for monitoring, controlling, status display, etc. on a box, and opening/closing/protecting motors, resistive loads, etc. Regarding control panels (including switchboards and distribution panels), particularly regarding control panels that have a rational welded assembly structure between the angle frame members (L-shaped steel) that form the box and the outer wall steel plate that covers the outer surface of the control panel. It is something.

[従来の技術] 従来の制御盤における函体の溶接組立構造としては、ア
ングル骨組材(I−形鋼)と外壁鋼板とを電弧溶接によ
り、又はスポット溶接にて接着固定するものとがある。
[Prior Art] As a conventional welded assembly structure of a box in a control panel, there is one in which an angle frame member (I-beam steel) and an outer wall steel plate are bonded and fixed by electric arc welding or spot welding.

別紙図面第5図〜第7図は前記電弧溶接によるもので、
これは函体1の内部に枠組配置されるアングル骨組材(
L形鋼)2とその外面周囲を覆う状態で取り付けられる
外壁鋼板3とを、各アングル骨組材(L形鋼)2のエツ
ジ部においてそれに沿って適宜間隔にて電弧溶接Aを施
して接着固定したものである。しかし、この場合には、
第7図に示すように、瀉接後の冷却時に溶接による歪み
と酸化の跡として溶接部における外壁鋼板3の外部表面
に内側にへこんだ凹部Bが発生し、これが痕跡として第
5図示のように外壁鋼板3の外部表面に多数残存する状
態となる。
The attached drawings Figures 5 to 7 show the results of the electric arc welding described above.
This is the angle frame material (
Electric arc welding A is applied at appropriate intervals along the edge of each angle frame member (L-shaped steel) 2 to adhesively fix the L-shaped steel 2 and the external wall steel plate 3 that is attached to cover the outer surface of the steel. This is what I did. However, in this case,
As shown in Fig. 7, during cooling after welding, an inwardly depressed recess B is generated on the external surface of the outer wall steel plate 3 at the welded part as a trace of distortion and oxidation due to welding, and this is a trace as shown in Fig. 5. A large number of them remain on the external surface of the exterior wall steel plate 3.

第8図は、前記スポット溶接によるものである。この場
合には、図示のように、外壁鋼板3とアングル骨組材(
L形鋼)2とを、その接合面に沿って適宜間隔毎に一対
の電極4.5を介して加圧すると同時に大電流を通電し
てその通電部Cを発熱させることにより溶着するもので
ある。しかしこの場合においても、第9図示の如く溶接
部における外壁鋼板3の外部表面に前記電弧溶接におけ
ると同様の内側にへこんだ凹部D(スツポト跡)が痕跡
として多数残存することが避けられなっかだ。
FIG. 8 shows the spot welding. In this case, as shown in the figure, the outer wall steel plate 3 and the angle frame members (
L-shaped steel) 2 are welded by pressurizing them through a pair of electrodes 4.5 at appropriate intervals along their joint surfaces, and at the same time passing a large current to generate heat in the current-carrying part C. be. However, even in this case, as shown in Figure 9, it is unavoidable that many inwardly depressed recesses D (spot marks) similar to those in the electric arc welding remain as traces on the external surface of the outer wall steel plate 3 at the welded part. is.

このように従来においては、アングル骨組材(L形鋼)
2と外壁鋼板3との溶接後において、外壁鋼板3の外部
表面に多数の凹部B、D(7)溶接跡が残存して外観体
裁が良好でないため、塗装作業の前にこの凹部B、Dを
含む周辺部を広範囲に亘って凹部の深さ寸法G(第7.
9図)に至るまでグラインダーにより研磨して平滑化し
た後、塗装をしなければならなかった。また、凹部の深
さ寸法Gが大きいときは、その部分にパテ(樹脂と無機
質物との混合物)等を付けて硬化させた後研磨し平滑化
してから塗装しなければならなかった。
In this way, in the past, angle frame members (L-shaped steel)
After welding 2 and the exterior wall steel plate 3, many recesses B and D (7) welding marks remain on the external surface of the exterior wall steel plate 3 and the appearance is not good. The depth dimension G of the recess (7th.
After polishing and smoothing with a grinder until it reached the level shown in Figure 9), it had to be painted. Further, when the depth dimension G of the recessed portion is large, it is necessary to apply putty (a mixture of resin and inorganic material) or the like to that portion, harden it, polish it to make it smooth, and then paint it.

したがって、従来においては、制御盤の函体の組立加工
に際し作業工程数が多く多大な手間と時間を要し不経済
であるとともに、函体の外部表面はグラインダー仕上を
しても見掛は上の平滑面であるに過ぎず、外観の優美性
においても優れないものであった。
Therefore, in the past, when assembling the control panel case, the number of work steps was large, which required a great deal of effort and time, which was uneconomical, and even if the external surface of the case was finished with a grinder, the appearance was not good. The surface was only smooth, and the appearance was not excellent in terms of elegance.

[発明が解決しようとする課題] 本発明は斯かる実状に鑑みなされたもので、制御盤の函
体の組立加工に際し、従来技術に見られたアングル骨組
材(L形鋼)と外壁銅板との溶接時における外壁鋼板の
外部表面に現われる多数の凹部(溶接跡)による歪みの
発生を防止し、もって組立加工の作業工程の短縮化を図
り作業性、経済性に優れるとともに、外観の優美性にも
優れる制御盤を提供することを目的とする。
[Problems to be Solved by the Invention] The present invention has been made in view of the above-mentioned circumstances, and when assembling the control panel box, the angle frame material (L-beam steel) and the outer wall copper plate, which were found in the prior art, are not used. This prevents the occurrence of distortion due to the large number of recesses (weld marks) that appear on the external surface of the exterior steel plate during welding, thereby shortening the assembly process, resulting in excellent workability and economy, as well as an elegant appearance. The aim is to provide a control panel that is also excellent in terms of performance.

[課題を解決するための手段] この目的を達成するために、本発明は、アングル骨組材
(L形鋼)と外壁鋼板とを、相互にその折曲コーナー部
において、電弧又はガス溶接等により共付は溶接して一
体化するようになしたも 3 − のである。すなわち、具体的には、[アングル骨組材と
その外面周囲を覆う外壁鋼板とからなる制御盤の函体に
おいて、各アングル骨組材の折曲コナ一部に長さ方向に
沿って適宜間隔にて適宜数配設された小孔を介して、各
アングル骨組材の折曲コーナー部とその外部に配置され
る外壁鋼板の折曲コーナー部とを電弧又はガス溶接等に
より共付は溶接して函体を組立形成した」ことを特徴と
する。
[Means for Solving the Problems] In order to achieve this object, the present invention connects the angle frame members (L-shaped steel) and the outer wall steel plates to each other at their bent corners by electric arc welding, gas welding, etc. The attachment is welded and integrated. Specifically, [in a control panel box consisting of an angle frame member and an outer wall steel plate that covers the outer surface of the frame member, a part of the bent corner of each angle frame member is placed at appropriate intervals along the length direction. Through an appropriate number of small holes, the bent corners of each angle frame member and the bent corners of the outer wall steel plate placed outside are welded together by electric arc or gas welding. It is characterized by having its body assembled and formed.

[作  用] しかして、本発明においては、各アングル骨組材(L形
鋼)の折曲コーナー部にその長さ方向に沿って適宜間隔
にて適宜数配設された小孔内に電弧溶接又はガス溶接等
により溶接棒が溶融して、各アングル骨組材(L形鋼)
と外壁鋼板とが相互にその折曲コーナー部において共付
は溶接されて強固に一体接合し、外壁鋼板の外部表面に
は上記従来技術に見られたような溶接歪みによる凹部の
発生がない。
[Function] Accordingly, in the present invention, electric arc welding is performed in a suitable number of small holes arranged at suitable intervals along the length of the bent corner of each angle frame member (L-shaped steel). Or the welding rod is melted by gas welding, etc., and each angle frame member (L-beam)
The outer wall steel plate and the outer wall steel plate are welded to each other at their bent corners to form a strong integral connection, and there is no recess on the external surface of the outer wall steel plate due to welding distortion as seen in the above-mentioned prior art.

〔実 施 例1 次に、別紙図面第1図〜第4図について、本発明の一実
施例を説明する。
[Embodiment 1] Next, an embodiment of the present invention will be described with reference to the attached drawings FIGS. 1 to 4.

第2図はアングル骨組材(L形鋼)の斜視図で、各アン
グル骨組材(L形鋼)2には、折曲コーナー部にその長
さ方向に沿って適宜間隔にて適宜数の小孔6が穿設され
ている。
Figure 2 is a perspective view of an angle frame member (L-shaped steel), and each angle frame member (L-shaped steel) 2 has an appropriate number of small holes at appropriate intervals along its length at the bent corner. A hole 6 is bored.

第1図は、この各アングル骨組材(L形鋼)2を内側に
枠組配置し、その外面周囲(全面層を除く三面)を外壁
鋼板3にて包囲した制御盤の函体1の組立加工時におけ
る斜視図で、アングル骨組材(L形鋼)2と外壁鋼板3
との溶接終了後の状態を示している。各アングル骨組材
(L形鋼)2と外壁鋼板3とを溶接接合する場合には、
アングル骨組材(L形鋼)2の折曲コーナー部に配設さ
れている各小孔6内に順次溶接棒を挿入し、電弧溶接又
は炭酸ガス溶接等により溶接棒を溶融させて行う。する
と、第3図(b)に示すように、アングル骨組材(L形
鋼)2の折曲コーナー一部における小孔6内において溶
接棒が溶融するので、これによって各アングル骨組材(
L形鋼)− 6− 2とその外面に配置される外壁鋼板3とは、相互に折曲
コーナー部において共付は溶接されて強固に一体結合さ
れる。(第3図すおよび第1図におけるA′は、この溶
接接合部を示す。)この場合、外壁鋼板3の外部表面に
は上記従来技術で見られたような溶接歪みによる凹部(
B、D)の発生がないので、溶接工程完了後外面の塗装
仕上げをする。
Figure 1 shows the assembly process of a control panel box 1 in which each angle frame member (L-shaped steel) 2 is arranged as a frame inside, and its outer surface (three sides excluding the entire surface layer) is surrounded by an outer wall steel plate 3. This is a perspective view of the angle frame members (L-shaped steel) 2 and the outer wall steel plate 3.
This shows the state after welding with. When welding each angle frame member (L-shaped steel) 2 and the outer wall steel plate 3,
Welding rods are sequentially inserted into the small holes 6 provided at the bent corners of the angle frame member (L-shaped steel) 2, and the welding rods are melted by electric arc welding, carbon dioxide welding, or the like. Then, as shown in FIG. 3(b), the welding rod melts in the small hole 6 in a part of the bent corner of the angle frame member (L-shaped steel) 2, so that each angle frame member (
The L-shaped steel)-6-2 and the outer wall steel plate 3 disposed on its outer surface are welded to each other at the bending corners and are firmly and integrally connected. (A' in Fig. 3 and Fig. 1 indicates this welded joint.) In this case, the external surface of the outer wall steel plate 3 has concave portions (
Since B and D) do not occur, the outer surface is finished with paint after the welding process is completed.

前記アングル骨組材(L形鋼)2の折曲ローナ一部に配
設する適宜数の各小孔6の間隔は、溶接する場合の溶接
ピッチに必要な寸法に設定し、また、小孔6の直径は溶
接棒のサイズによって決定されるものであるが、ちなみ
に5mm〜10mmの直径のものが適している。第4図
は、以上組立作業が完了した函体1に全面扉7を蝶番(
図示せず)により開閉自在に取り付けた状態の斜視図で
あり、図中8は電流計、9は操作用押釦スィッチ10は
開閉ハンドルである。
The intervals between the appropriate number of small holes 6 provided in a part of the bending loner of the angle frame member (L-shaped steel) 2 are set to the dimensions required for the welding pitch in the case of welding, and the small holes 6 are The diameter of the welding rod is determined by the size of the welding rod, but a diameter of 5 mm to 10 mm is suitable. Figure 4 shows the front door 7 attached to the hinges (
(not shown), in which 8 is an ammeter, 9 is an operating push button switch 10 is an opening/closing handle.

〔発明の効果] 本発明は、上記のとおり、制御盤の函体の組立加工に際
し、函体を形成する各アングル骨組材(L形鋼)と外壁
鋼板とを、相互に折曲コーナー部において、各アングル
骨組材(L形鋼)の折曲コーナー部に沿って配設した小
孔を介して電弧溶接又はガス溶接等により共付は溶接接
合をして体に結合せしめるようになしたので、上述の従
来技術の問題点は解消され、次の効果を奏する。
[Effects of the Invention] As described above, when assembling a control panel box, the present invention allows each angle frame member (L-beam steel) forming the box and the outer wall steel plate to be bent at mutually bent corners. The joints are welded together by electric arc welding or gas welding through small holes placed along the bent corners of each angle frame member (L-beam) to connect them to the body. , the problems of the prior art described above are solved, and the following effects are achieved.

1)溶接接合部は、従来のようにアングル骨組材(L形
鋼)の両エツジ部又は外壁鋼板との両接合面に亘って施
す必要はなく、アングル骨組材(L形鋼)と外壁鋼板と
の相互の折曲コーナー部に沿った1箇所のみに施せばよ
い。
1) Welding joints do not need to be performed across both edges of the angle frame member (L-shaped steel) or both joint surfaces with the external wall steel plate, as in the past, but between the angle frame member (L-shaped steel) and the outer wall steel plate. It is only necessary to apply it at one location along the mutual bending corner.

2)溶接接合部がアングル骨組材(L形鋼)と外壁鋼板
との相互の折曲コーナー部に沿った1箇所のみであって
も、両者は、アングル骨組材(I−形鋼)の折曲コーナ
ー部に設けた小孔を介して共付は溶接されるので、強固
に一体結合され堅牢である。
2) Even if the weld joint is only at one location along the mutual bending corner of the angle frame member (L-beam steel) and the external wall steel plate, both of the angle frame members (I-beam steel) will Since the joints are welded together through small holes provided in the curved corners, they are firmly connected and sturdy.

3)従来のようにアングル骨組材(L形鋼)と外壁鋼板
との溶接時に、外壁鋼板の外部表面に 7 8− 多数の溶接歪みによる凹部(溶接痕跡)が発生する不都
合がない。
3) Unlike the conventional method, when welding the angle frame member (L-shaped steel) and the exterior wall steel plate, there is no inconvenience such as the generation of recesses (welding traces) due to a large number of welding distortions on the external surface of the exterior wall steel plate.

4)そのため、従来のように塗装作業前に外壁鋼板の外
部表面における前記溶接歪みによる凹部の部位周辺を広
範囲に亘って凹部の深さ寸法に至るまでグラインダーに
より研磨して平滑化したり、凹部が深い場合には該部に
パテ等を付けて硬化させた後研磨するという煩瑣な作業
をする必要がない。
4) Therefore, as in the past, before painting, the area around the concave part caused by the welding distortion on the external surface of the exterior steel plate is polished and smoothed over a wide range up to the depth of the concave part, or the concave part is smoothed. If the area is deep, there is no need to apply putty or the like to the area, harden it, and then polish it.

5)前記l)と4)の関係で、従来に比し制御盤の函体
の組立加工工程を大l]に短縮し合理化することができ
、作業性、経済性に優れる。
5) Due to the relationship between 1) and 4) above, the assembly process for the control panel box can be greatly shortened and streamlined compared to the conventional method, resulting in excellent workability and economical efficiency.

6)従来の溶接歪みの凹部のグラインダー研磨による平
滑化のように函体の外部表面が見せ掛けの平滑面ではな
いため、函体の外観の優美性に優れる。
6) Since the outer surface of the box is not a false smooth surface unlike the conventional method of smoothing the concave portion due to welding distortion by grinding with a grinder, the box has an excellent appearance.

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

第1図〜第4図は本発明の一実施例を示すもので、第1
図は溶接による組み立て完了後における制御盤の函体の
斜視図、第2図は折曲コーナー部に溶接するための小孔
を配設したアングル骨組材(L形鋼)の斜視図、第3図
(a)は溶接前における函体の横断平面図、第3図(b
)は溶接後における函体の横断平面図、第4図は組み立
て完了後前面扉を取り付けた函体の斜視図である。第5
図〜第9図は従来例を示すもので、第5図は電弧溶接に
よる溶接接合部の位置と外面の状態を説明する溶接後の
函体の斜視図、第6図は同上の函体の横断平面図、第7
図は同上の溶接時の作用を説明する函体の一部横断平面
図であり、第8図はスポット溶接による函体の溶接組立
構造の説明図、第9図は同上の溶接時の作用を説明する
函体の一部横断平面図である。 1・・・制御盤の函体 2・・・アングル骨組材(L形
鋼) 3・・・外壁鋼板   6・・・小 孔A′・・・溶接
部 −9=  10− 33− 手続補 正 書(自発) 平成1年10月31日 (4)明細書第9頁第11行「組立」の記載を特徴する
Figures 1 to 4 show one embodiment of the present invention.
The figure is a perspective view of the control panel box after assembly is completed by welding, Figure 2 is a perspective view of the angle frame material (L-shaped steel) with small holes for welding at the bent corners, and Figure 3 Figure (a) is a cross-sectional plan view of the box before welding, Figure 3 (b)
) is a cross-sectional plan view of the case after welding, and FIG. 4 is a perspective view of the case with a front door attached after assembly is completed. Fifth
Figures 9 to 9 show conventional examples. Figure 5 is a perspective view of the box after welding to explain the position of the welded joint and the state of the outer surface by electric arc welding, and Figure 6 is the same as the above box. Cross-sectional plan, No. 7
The figure is a partial cross-sectional plan view of the box to explain the action during welding as above, Fig. 8 is an explanatory diagram of the welded assembly structure of the box by spot welding, and Fig. 9 is the action during welding as above. FIG. 2 is a partially cross-sectional plan view of the box to be described. 1...Control panel box 2...Angle frame material (L-shaped steel) 3...Outer wall steel plate 6...Small hole A'...Welded part -9= 10- 33- Procedural amendment document (Spontaneous) October 31, 1999 (4) Characterized by the statement "Assembly" on page 9, line 11 of the specification

Claims (1)

【特許請求の範囲】[Claims] アングル骨組材とその外面周囲を覆う外壁鋼板とからな
る制御盤の函体において、各アングル骨組材の折曲コー
ナー部に長さ方向に沿って適宜間隔にて適宜数配設され
た小孔を介して、各アングル骨組材の折曲コーナー部と
その外部に配置される外壁鋼板の折曲コーナー部とを電
弧又はガス溶接等により共付け溶接して函体を組立形成
したことを特徴とする制御盤。
In a control panel box consisting of an angle frame member and an outer wall steel plate that covers the outer surface of the frame member, an appropriate number of small holes are provided at appropriate intervals along the length of the bent corner of each angle frame member. The bent corner portion of each angle frame member and the bent corner portion of the outer wall steel plate placed outside are welded together by electric arc or gas welding, etc. to assemble and form the box. control panel.
JP1260057A 1989-10-06 1989-10-06 Control board Granted JPH03124205A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1260057A JPH03124205A (en) 1989-10-06 1989-10-06 Control board

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1260057A JPH03124205A (en) 1989-10-06 1989-10-06 Control board

Publications (2)

Publication Number Publication Date
JPH03124205A true JPH03124205A (en) 1991-05-27
JPH0561844B2 JPH0561844B2 (en) 1993-09-07

Family

ID=17342707

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1260057A Granted JPH03124205A (en) 1989-10-06 1989-10-06 Control board

Country Status (1)

Country Link
JP (1) JPH03124205A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013066900A (en) * 2011-09-21 2013-04-18 Hitachi Ltd Thin plate constituting casing structure for housing railway vehicle electric component, casing for housing railway vehicle electric component using the same, and railway vehicle electrical instrument
CN110919212A (en) * 2019-12-12 2020-03-27 佛山市宏石激光技术有限公司 Power control method and system of laser cutting machine

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112643280B (en) * 2021-02-22 2021-06-29 佛山市纽沃德智造科技有限公司 Automatic fixing and clamping device for production and processing of low-voltage power distribution cabinet

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013066900A (en) * 2011-09-21 2013-04-18 Hitachi Ltd Thin plate constituting casing structure for housing railway vehicle electric component, casing for housing railway vehicle electric component using the same, and railway vehicle electrical instrument
CN110919212A (en) * 2019-12-12 2020-03-27 佛山市宏石激光技术有限公司 Power control method and system of laser cutting machine

Also Published As

Publication number Publication date
JPH0561844B2 (en) 1993-09-07

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