JPS6049075B2 - Manufacturing method for closed section columns - Google Patents
Manufacturing method for closed section columnsInfo
- Publication number
- JPS6049075B2 JPS6049075B2 JP7126782A JP7126782A JPS6049075B2 JP S6049075 B2 JPS6049075 B2 JP S6049075B2 JP 7126782 A JP7126782 A JP 7126782A JP 7126782 A JP7126782 A JP 7126782A JP S6049075 B2 JPS6049075 B2 JP S6049075B2
- Authority
- JP
- Japan
- Prior art keywords
- diaphragm
- welding
- closed cross
- block body
- section block
- 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
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23K—SOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
- B23K9/00—Arc welding or cutting
- B23K9/0026—Arc welding or cutting specially adapted for particular articles or work
Description
【発明の詳細な説明】
この発明は、建築、橋粱等の構造材として用いられる閉
鎖断面柱の製造方法に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for manufacturing closed cross-section columns used as structural materials for buildings, bridges, etc.
建築に例をとると、閉鎖断面柱は、4方向からの荷重に
対し、有効であることから、高層建築分野ではH型構造
材より、はるかに一般的に使用されている。Taking architecture as an example, closed-section columns are much more commonly used than H-shaped structural members in the field of high-rise construction because they are effective against loads from four directions.
ところで、閉鎖断面柱は、フランジ材、ウェブ材からな
る4枚の板材の4隅を溶接合して製造されるが、これを
構造材として使用する場合は、横梁が閉鎖断面柱に取付
けられる部分に、横梁の荷一ーュロロ八宙ゆιコ=01
ゝ、−−A−+11、″−bコ↓ 身LフJ−U、 β
月$6ψ仁面柱の内部にダイヤフラムを設ける必要があ
る。By the way, a closed cross-section column is manufactured by welding together the four corners of four plates made of flange material and web material, but when using this as a structural material, the part where the cross beam is attached to the closed cross-section column ni, the load of the horizontal beam is 1, 1, 3, 8, 8, 1, 01
ゝ、-A-+11、″-bko↓ Body Lfu J-U, β
It is necessary to provide a diaphragm inside the lunar $6ψ-faced pillar.
このダイヤフラムは、横梁がH形鋼、I形鋼の場合は、
そのフランジ部に対応して、上下2力所に溶接によつて
取付けるのが一般的てある。従つて閉鎖断面柱内にダイ
ヤフラムを溶接した構造材を製造するのは、品質的、コ
スト的に問題の多いところである。従来、このダイヤフ
ラム付閉鎖断面柱の製造方法は、4枚の板材のうち3枚
てU字形に組立て、上方よりダイヤフラムを挿入した後
、この3枚の板材とダイヤフラムの外周3辺とを溶接し
、残りの開方部分に残り1枚の板材を配置し、該板材と
ダイヤフラムの接合部を垂直状態にして、この接合部を
消耗ノズル式エレクトロスラグ溶接により溶接していた
。This diaphragm is
Generally, it is attached by welding at two points, upper and lower, corresponding to the flange part. Therefore, manufacturing a structural member in which a diaphragm is welded into a closed cross-section column is problematic in terms of quality and cost. Conventionally, the manufacturing method for this closed cross-section column with a diaphragm involves assembling three of the four plates into a U-shape, inserting the diaphragm from above, and then welding these three plates to the three outer sides of the diaphragm. The remaining plate was placed in the remaining opening, the joint between the plate and the diaphragm was placed vertically, and the joint was welded by consumable nozzle electroslag welding.
また他の製造方法としては、ダイヤフラムの相対する2
辺に先の板材を溶接合しておき、他の相対する2辺と板
材とを同時に消耗ノズル式エレクトロスラグで溶接する
方法が行われていた。Another manufacturing method is to
The previous plate material was welded to one side, and the other two opposing sides and the plate material were simultaneously welded using a consumable nozzle type electroslag.
J しカルながら前記従来の方法においては下記の欠点
があつた。(イ)消耗ノズル式エレクトロスラグ溶接を
行う場合、ダイヤフラムと板材間に溶融プール部を形成
するための密閉空間を形成させる裏当材を取・ 付ける
が、該裏当材の寸法精度(板厚、幅、長さ)や取付精度
(板材との密着度や、ダイヤフラムとのラップ代)が悪
いと抜け落ちや溶込不足を起こす。However, the conventional method has the following drawbacks. (b) When performing consumable nozzle electroslag welding, a backing material is installed to form a sealed space between the diaphragm and the plate to form a molten pool, but the dimensional accuracy (plate thickness) of the backing material is , width, length) or installation accuracy (adhesion with the plate material, overlap distance with the diaphragm), it may fall off or lack penetration.
またエレクトロスラグ溶接は入熱が150KJ〜500
KJと大きく、溶着金属の結晶粒が粗大化し、脆性が低
下するためSM5B以上の高グレード鋼に適用すること
は難しい。さらに上述した如く入熱量が高いので、溶接
歪を起こしやすくその矯正に長時間を要する。(ロ)ダ
イヤフラムと板材との取合いにおいてエレクトロスラグ
溶接以外の部分は、■形開先又はK形開先の完全溶込溶
接で施工する場合が多く、溶接後板材には開裂やラメラ
ーテヤーなどの母材欠陥が発生することがある。In addition, electroslag welding has a heat input of 150KJ to 500KJ.
KJ is large, the crystal grains of the weld metal become coarse, and brittleness decreases, so it is difficult to apply to high grade steels of SM5B or higher. Furthermore, as mentioned above, since the amount of heat input is high, welding distortion is likely to occur and correction thereof takes a long time. (b) In the connection between the diaphragm and the plate material, parts other than electroslag welding are often constructed by full penetration welding with ■-shaped groove or K-shaped groove, and after welding, the plate material has a tendency to have cracks, lamellar tears, etc. Material defects may occur.
(ハ)前記消耗ノズル式エレクトロ溶接を行う部分は通
称「めくらCES」と呼ばれる如く、目視が困難であり
溶接が行い難い。(c) The part where the consumable nozzle type electrowelding is performed is commonly called "blind CES", and it is difficult to see visually and welding is difficult.
特に溶接後の超音波探傷がやりにくいため、溶接欠陥の
発生や欠陥の見落しを助長しやすい。(ニ)ダイヤフラ
ムの数が多いと、開先加工に長時間を要する。この発明
は前述における従来技術の問題点を解決し、母材に欠陥
が生ずることなく、容易に目視で溶接することができる
閉鎖断面柱の製造方法を提供するもので、閉鎖断面ブロ
ック体の開口端部を上方にし、この開口にダイヤフラム
をその一部が外方に突出するごとく配置した後、前記ダ
イヤフラムと前記閉鎖断面ブロック体の端部とを下向溶
接で、かつそのビード面が端部面と一致するごとく接合
し、次いで前記ダイヤフラム上面に他の閉鎖断面ブロッ
ク体の端部が一致するごとく配置して、前記閉鎖断面ブ
ロック体の端部と前記他の閉鎖断面ブロック体の端部間
に溶接用間隙を形成せしめ、前記間隙を溶接することに
特徴を有するものである。In particular, it is difficult to perform ultrasonic flaw detection after welding, which tends to promote the occurrence of welding defects and the oversight of defects. (d) If the number of diaphragms is large, it takes a long time to process the beveling. The present invention solves the problems of the prior art described above and provides a method for manufacturing a closed cross-section column that can be easily visually welded without causing defects in the base material. After arranging the diaphragm in this opening with the end thereof facing upward and a portion of the diaphragm protruding outward, the diaphragm and the end of the closed cross-section block body are welded downward, and the bead surface of the diaphragm is welded to the end thereof. Then, the end of the other closed cross-section block body is arranged so as to coincide with the upper surface of the diaphragm, so that the end of the closed cross-section block body and the end of the other closed cross-section block body are connected. The present invention is characterized in that a welding gap is formed in the welding device, and the gap is welded.
次に、この発明を実施例につき図面を参照しながら説明
する。Next, examples of the present invention will be described with reference to the drawings.
第1図は、閉鎖断面ブロック体1にダイヤフラム2を配
置する斜視図、第2図は、閉鎖断面ブロック体1にダイ
ヤフラム2が溶接された斜視図、、第3図は第2図の一
部断面が示す説明図、第4〜第8図は、この発明にか)
る閉鎖断面柱の製造順序を示す断面図てある。Fig. 1 is a perspective view of the diaphragm 2 arranged on the closed cross-section block body 1, Fig. 2 is a perspective view of the diaphragm 2 welded to the closed cross-section block body 1, and Fig. 3 is a part of Fig. 2. The explanatory diagrams shown in cross section, Figures 4 to 8, are related to this invention)
2 is a cross-sectional view showing the manufacturing sequence of a closed cross-section column.
ます第1〜第5図に示す如く、4枚の板材1a,1b,
1c,1dの4隅を溶接して閉鎖断面ブロック体1を作
り、その開口端3にダイヤフラム2を挿入する。As shown in Figures 1 to 5, four plates 1a, 1b,
The four corners of 1c and 1d are welded to form a closed cross-section block body 1, and a diaphragm 2 is inserted into the open end 3 of the block body 1.
ダイヤフラム2は該開口端3の内方に設けられた裏当金
4により支持され、かつ溶接開先Tglを4周に設けて
配置する。そして裏当金4をダイヤフラム2がTg2だ
け突出する板材の位置に溶接する。その後ダイヤフラム
2と板材1a,1b,1c,1dの4周とを下向溶接5
により溶接する。次いで第6図に示す如く、ダイヤフラ
ム2の上面4周に裏当金6を溶接6″により取付ける。The diaphragm 2 is supported by a backing metal 4 provided inside the open end 3, and is arranged with welding grooves Tgl provided on four circumferences. Then, the backing metal 4 is welded to the position of the plate material where the diaphragm 2 protrudes by Tg2. After that, the diaphragm 2 and the four circumferences of the plate materials 1a, 1b, 1c, and 1d are welded downward 5.
Weld by. Next, as shown in FIG. 6, a backing metal 6 is attached to four circumferences of the upper surface of the diaphragm 2 by welding 6''.
その後第7図に示す如く他の閉鎖断面ブロック体7の開
口端8を前記裏当金6をガイドとして嵌合させる。その
場合、他の閉鎖断面ブロック体7の端部7″をダイヤフ
ラム2の上面と一致するごとく配置し、間隙Tg2を設
ける。この間隙Tg2は溶接開先となるもので、第7図
の図示の状態では溶接進行中は、他の未溶接部にスペー
サを入れて間隙Tg2を形成する。なお、横にねかした
状態で他の閉鎖断面ブロック体7を裏当金6に嵌合した
場合はスペーサは不要となる。その後第8図に示す如く
、間隙Tg2を溶接9する。Thereafter, as shown in FIG. 7, the open end 8 of another closed cross-section block body 7 is fitted using the backing metal 6 as a guide. In that case, the end 7'' of the other closed cross-section block body 7 is arranged so as to coincide with the upper surface of the diaphragm 2, and a gap Tg2 is provided. In this state, while welding is in progress, a spacer is inserted into the other unwelded part to form a gap Tg2.In addition, when the other closed cross-section block body 7 is fitted to the backing metal 6 while lying on its side, The spacer becomes unnecessary.Then, as shown in FIG. 8, the gap Tg2 is welded 9.
溶接9は横向水平溶接でもよいし、閉鎖断面ブロック体
1,7を横にねかした状態では、下向溶接となるごとく
、閉鎖断面ブロック体1,7を順に回転させて行なつて
もよい。第6図、第7図においてはダイヤフラム2上に
先に裏当金6を取付けたが、第9図に示すように他の閉
鎖断面ブロック体7に先に裏当金10を溶接1『により
取付けて、裏当金10をダイヤフラム2上に当接しても
よい。The welding 9 may be performed by horizontal horizontal welding, or by rotating the closed cross-section block bodies 1 and 7 in order so as to perform downward welding when the closed cross-section block bodies 1 and 7 are laid down horizontally. . In FIGS. 6 and 7, the backing metal 6 is first attached to the diaphragm 2, but as shown in FIG. The backing metal 10 may be attached onto the diaphragm 2.
この場合は、第7図の他の閉鎖断面ブロック体7の開口
端8が、裏当金6に嵌合しにくいという欠点が解消され
る。この発明に用いられる溶接は、エレクトロ溶接以外
の、炭酸ガスアーク溶接、MIG溶接、被覆アーク溶接
、サブマージドアーク溶接が用いられる。以上述べたよ
うに、この発明によれば、溶接が非常に行い易く、エレ
クトロスラグ溶接以外の溶接が用いられるので、エレク
トロスラグ溶接による前述した問題点が解決され、ダイ
ヤフラムはV形、K形の開先加工を行う必要がなく、溶
接作業が目視できるから欠陥が発生しにくい上、溶接は
全て下向溶接とすることができるので、溶接が行いやす
く、自動化が行いやすい等、工業上優れた効果がもたら
される。In this case, the disadvantage that the open end 8 of the other closed cross-section block body 7 shown in FIG. 7 is difficult to fit into the backing metal 6 is eliminated. The welding used in this invention includes carbon dioxide arc welding, MIG welding, shielded arc welding, and submerged arc welding other than electrowelding. As described above, according to the present invention, welding is very easy to perform, and welding other than electroslag welding is used, so the above-mentioned problems caused by electroslag welding are solved, and the diaphragm can be of V-shape or K-shape. There is no need to perform bevel processing, welding work can be visually observed, so defects are less likely to occur, and all welding can be done downwards, making welding easier and easier to automate. effect is brought about.
第1図は閉鎖断面ブロック体にダイヤフラムを配置する
斜視図、第2図は閉鎖断面ブロック体にダイヤフラムが
溶接された状態を示す斜視図、第3図は第2図の一部断
面を示す説明図、第4図〜第8図はこの発明による閉鎖
断面柱の製造順序を示す断面図、第9図は閉鎖断面ブロ
ック体に対する裏当金の取付け態様を示す他の例てある
。
図面において、1,7・・・・・・閉鎖断面ブロック体
、2・・・・・・ダイヤフラム、3,8・・・・・・開
口端、4,6,10・・・・・・裏当金、5,9・・・
・・・溶接。Fig. 1 is a perspective view showing a diaphragm arranged on a closed cross-section block body, Fig. 2 is a perspective view showing a state in which the diaphragm is welded to a closed cross-section block body, and Fig. 3 is an explanation showing a partial cross section of Fig. 2. 4 to 8 are sectional views showing the manufacturing sequence of the closed cross-section column according to the present invention, and FIG. 9 is another example showing the manner in which the backing metal is attached to the closed cross-section block body. In the drawings, 1, 7...... Closed cross section block body, 2... Diaphragm, 3, 8... Open end, 4, 6, 10... Back side. Cash, 5, 9...
···welding.
Claims (1)
口にダイヤフラムをその一部が外方に突出するごとく配
置した後、前記ダイヤフラムと前記閉鎖断面ブロツク体
の端部とを、下向溶接でかつそのビード面が端部面と一
致するごとく接合し、次いで前記ダイヤフラム上面に他
の閉鎖断面ブロック体の端部が一致するごとく配置して
、前記閉鎖断面ブロック体の端部と前記他の閉鎖断面ブ
ロック体の端部間に溶接用間隙を形成せしめ、前記間隙
を溶接することを特徴とする閉鎖断面柱の製造方法。1. After placing the diaphragm in the opening with the open end of the closed cross-section block facing upward so that a portion of the diaphragm protrudes outward, the diaphragm and the end of the closed cross-section block are welded together by downward welding. and the bead surface thereof is aligned with the end surface, and then the end of another closed cross section block body is arranged so as to coincide with the upper surface of the diaphragm, and the end of the closed cross section block body and the other closed cross section block body are aligned. A method for manufacturing a closed cross-section column, characterized by forming a welding gap between the ends of a cross-section block body, and welding the gap.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7126782A JPS6049075B2 (en) | 1982-04-30 | 1982-04-30 | Manufacturing method for closed section columns |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7126782A JPS6049075B2 (en) | 1982-04-30 | 1982-04-30 | Manufacturing method for closed section columns |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS58188578A JPS58188578A (en) | 1983-11-04 |
JPS6049075B2 true JPS6049075B2 (en) | 1985-10-30 |
Family
ID=13455772
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7126782A Expired JPS6049075B2 (en) | 1982-04-30 | 1982-04-30 | Manufacturing method for closed section columns |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6049075B2 (en) |
-
1982
- 1982-04-30 JP JP7126782A patent/JPS6049075B2/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS58188578A (en) | 1983-11-04 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US5159175A (en) | Method of welding a first to a second metal plate | |
JPS6049075B2 (en) | Manufacturing method for closed section columns | |
US4267428A (en) | Contoured welding rod | |
JP3648489B2 (en) | One-side welding method for beam-column joint of steel structure | |
JPH1119791A (en) | Method for joining thick metal plate | |
JP2000110237A (en) | Structure of welded part of column with beam | |
JP5527945B2 (en) | Beam-column joint structure | |
JP2767410B2 (en) | Uranami construction method for steel joints | |
JPH0444556A (en) | Reinforcing structure of column in column-beam joint | |
JPH03297557A (en) | Field welding and connecting method for square steel tube pillars by thick plate assembly | |
JPH0681395A (en) | Welding method for beam | |
JPH09225636A (en) | Ceramic backing strip for melt-through bead welding of steelworks connection | |
JPS62240169A (en) | Butt welding joining method for h shape steel | |
JP2539142B2 (en) | Manufacturing method of large angle material for hot dip galvanizing | |
JPH0515431Y2 (en) | ||
JP3529360B2 (en) | Steel pipe column | |
JPH0687071A (en) | Welding method for steel beam and steel column | |
JPS5823830B2 (en) | Vertical welding method for structures | |
JP3033222B2 (en) | Method for forming inner diaphragm of rectangular steel pipe member | |
JPH0115698Y2 (en) | ||
JPH06134571A (en) | Method for welding steel-frame beam to steel-frame column | |
JPH07238636A (en) | Positioning and welding method of diaphragm inside very thick large diameter rectangular steel pipe | |
JPS62275574A (en) | One-side welding method with high quality | |
JPS6012281A (en) | Welding method | |
JPH05287803A (en) | Non-scallop weld joint method |