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JPH06114552A - Box-shaped column welding method - Google Patents

Box-shaped column welding method

Info

Publication number
JPH06114552A
JPH06114552A JP28536092A JP28536092A JPH06114552A JP H06114552 A JPH06114552 A JP H06114552A JP 28536092 A JP28536092 A JP 28536092A JP 28536092 A JP28536092 A JP 28536092A JP H06114552 A JPH06114552 A JP H06114552A
Authority
JP
Japan
Prior art keywords
welding
groove
box
shaped column
welded
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.)
Pending
Application number
JP28536092A
Other languages
Japanese (ja)
Inventor
Toshiichi Murayama
敏一 村山
Takenobu Shima
竹伸 島
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.)
IHI Corp
Original Assignee
Ishikawajima Harima Heavy Industries 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 Ishikawajima Harima Heavy Industries Co Ltd filed Critical Ishikawajima Harima Heavy Industries Co Ltd
Priority to JP28536092A priority Critical patent/JPH06114552A/en
Publication of JPH06114552A publication Critical patent/JPH06114552A/en
Pending legal-status Critical Current

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  • Butt Welding And Welding Of Specific Article (AREA)

Abstract

(57)【要約】 【目的】 単一の開先で開先加工が単純になり、一定の
溶接幅で変形の少ない箱状柱の溶接方法を提供する。 【構成】 箱状柱を構成する板材2,3の溶接すべき部
分に板材2の厚さの半ばまでの深さの開先9を溶接すべ
き部分の全長にわたって形成し、箱状柱に梁を取付ける
箇所は開先9の奥10を電子ビーム溶接もしくはレーザ
溶接もしくはプラズマ溶接により板材2の裏面に達する
まで先に溶接し、然る後開先9を全長にわたって連続溶
接する。
(57) [Abstract] [Purpose] To provide a method of welding a box-shaped column in which the groove processing is simplified with a single groove and the deformation is small with a constant welding width. [Structure] A groove 9 having a depth up to the middle of the thickness of the plate material 2 is formed in a portion of the plate materials 2 and 3 forming the box-shaped column to be welded over the entire length of the portion to be welded, and the beam is formed in the box-shaped column. The mounting location is such that the inside 10 of the groove 9 is welded first by electron beam welding, laser welding or plasma welding until it reaches the back surface of the plate material 2, and then the groove 9 is continuously welded over the entire length.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、細長い板材を断面四角
形に溶接して構成する箱状柱の溶接方法に関するもので
ある。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of welding a box-shaped column, which is constructed by welding an elongated plate material in a rectangular cross section.

【0002】[0002]

【従来の技術】近年建築される高層ビルの柱は、厚さ2
0mm〜100mmの細長い板材を断面四角形の箱状に
溶接して構成した箱状柱が使用されている。
2. Description of the Related Art Pillars of high-rise buildings constructed in recent years have a thickness of 2
A box-shaped column is used, which is formed by welding an elongated plate material of 0 mm to 100 mm into a box shape having a quadrangular cross section.

【0003】図3、図4に示すように箱状柱1は、細長
い鉄の板材2,2,3,3を断面四角形に溶接して構成
される。そして箱状柱1の所要箇所には、水平の梁4が
溶接によって取付けられる。
As shown in FIGS. 3 and 4, the box-shaped column 1 is constructed by welding elongated iron plate members 2, 2, 3 and 3 in a rectangular cross section. Then, a horizontal beam 4 is attached to a required portion of the box-shaped column 1 by welding.

【0004】一般に箱状柱1を構成する板材2,3の溶
接は、図6に示すように板材2の厚さTの半ば1/2T
程度までの深さの浅い開先5を形成して溶接6を施して
いる。ところが箱状柱1に梁4を取付ける図3、図4の
A部分は強固に溶接しなければならないので、図5に示
すように板材2の厚さTにほぼ等しい深さの深い開先7
を形成し、板材2の板厚に達する溶接8を施している。
Generally, the welding of the plate members 2 and 3 which form the box-shaped column 1 is performed at a half of the thickness T of the plate member 2 1 / 2T as shown in FIG.
A groove 5 having a shallow depth is formed and welding 6 is performed. However, since the portion A of FIGS. 3 and 4 for mounting the beam 4 on the box-shaped column 1 must be firmly welded, as shown in FIG. 5, a deep groove 7 having a depth substantially equal to the thickness T of the plate material 7 is formed.
Is formed, and welding 8 is performed to reach the plate thickness of the plate material 2.

【0005】このため従来の箱状柱1は、図3、図4に
示す梁4を取付けるA部分は図5に示す深い開先7を形
成し、梁4を取付けない図3、図4のB部分は図6に示
す浅い開先5を形成していた。
Therefore, in the conventional box-shaped column 1, the portion A to which the beam 4 shown in FIGS. 3 and 4 is attached has the deep groove 7 shown in FIG. 5, and the beam 4 is not attached. The shallow groove 5 shown in FIG. 6 was formed in the portion B.

【0006】従って従来の箱状柱1を製作する場合に
は、開先を変化させて切らなければならず、また溶接も
板材2,3の板厚が50mm程度以下の薄い場合には、
1回の溶接で完了することができるが、板材2,3の板
厚が50mm程度以上のように厚い場合には、図3、図
4のA部分の深い開先7(図5参照)を先に溶接して図
6の浅い開先5と同じ深さになった時点で、開先の全長
にわたって連続溶接を行なっていた。
Therefore, in the case of manufacturing the conventional box-shaped column 1, it is necessary to change the groove and cut, and welding is also performed when the plate materials 2 and 3 have a thin plate thickness of about 50 mm or less.
Although it can be completed by one welding, if the plate materials 2 and 3 are as thick as about 50 mm or more, the deep groove 7 (see FIG. 5) of the portion A in FIGS. 3 and 4 is used. At the time when the first groove was welded to the same depth as the shallow groove 5 in FIG. 6, continuous welding was performed over the entire length of the groove.

【0007】[0007]

【発明が解決しようとする課題】このように従来は開先
が異なるため、浅い開先5を作った後、深い開先7を作
る2工程を必要として浅い開先5と深い開先7との接続
部をなだらかに仕上げる必要があった。
As described above, since the groove is different from the conventional one, it is necessary to perform the two steps of forming the deep groove 7 after forming the shallow groove 5 and the shallow groove 5 and the deep groove 7. It was necessary to finish the connection part of the gently.

【0008】また溶接は、深い開先7を先に浅い開先5
と同じ深さまで溶接した後、開先の全長を溶接するとい
う2段階に分ける必要があり、深い開先7と浅い開先5
とでは開先角度、幅が異なるため同じ溶接条件では行な
えず、その都度調整が必要であった。
In welding, the deep groove 7 is first followed by the shallow groove 5
After welding to the same depth as, it is necessary to divide into two stages: welding the entire length of the groove, deep groove 7 and shallow groove 5
Since groove angles and widths of and differ from each other under the same welding conditions, adjustments were required each time.

【0009】さらに深い開先7の溶接8では溶接量が多
く、大電流を用いるので、板材2,3に与える熱影響が
大きく素材を劣化させることがあり、溶接変形も大きい
ため溶接歪取りを行なわなければならなかった。
Since welding 8 with a deeper groove 7 has a large amount of welding and uses a large current, the heat influence exerted on the plate materials 2 and 3 may be large and the material may be deteriorated. I had to do it.

【0010】本発明はこのような従来の欠点を除去し、
単一の開先で開先加工が単純になり、一定の溶接幅で変
形の少ない箱状柱の溶接方法を提供することを目的とす
るものである。
The present invention eliminates such conventional drawbacks,
It is an object of the present invention to provide a method for welding a box-shaped column in which the groove processing is simple with a single groove and the deformation is small with a constant welding width.

【0011】[0011]

【課題を解決するための手段】本発明の箱状柱の溶接方
法は、箱状柱を構成する板材の溶接すべき部分に該板材
の厚さの半ばまでの深さの開先を前記溶接すべき部分の
全長にわたって形成し、前記箱状柱に梁を取付ける位置
の前記板材の溶接すべき箇所における前記開先の奥を電
子ビーム溶接もしくはレーザ溶接もしくはプラズマ溶接
により板材の裏面に達するまで先に溶接し、然る後前記
開先を全長にわたって連続溶接することを特徴とするも
のである。
According to the method for welding a box-shaped column of the present invention, a groove having a depth up to the middle of the thickness of the plate is formed in a portion of the plate that constitutes the box-shaped column to be welded. Formed over the entire length of the portion to be welded, and the depth of the groove at the portion to be welded of the plate material at the position where the beam is attached to the box-shaped column is reached by electron beam welding or laser welding or plasma welding until the back surface of the plate material is reached. And then continuously welding the groove over its entire length.

【0012】[0012]

【作用】箱状柱を構成する板材の全長にわたって板材の
厚さの半ばまでの深さの単一形状の開先を形成するだけ
で開先加工を完了し、梁を取付ける箇所は開先を変える
ことなしに板厚全部の溶接を行う。
[Function] The groove processing is completed only by forming a single-shaped groove with a depth of up to the middle of the plate thickness over the entire length of the plate forming the box-shaped column. Weld the entire plate thickness without changing it.

【0013】[0013]

【実施例】以下、本発明の実施例を図を参照して説明す
る。
Embodiments of the present invention will now be described with reference to the drawings.

【0014】図1は本発明の方法によって溶接した図
3、図4のA部分の拡大断面図、図2は本発明の方法に
よって溶接した図3、図4のB部分の拡大断面図であっ
て、梁4を取付けるA部分も梁4を取付けないB部分も
無関係に、箱状柱1を構成する板材2,3の全長にわた
って、板材2の厚さの半ばまでの深さの一定の開先9を
図1、図2に示すように形成する。
FIG. 1 is an enlarged sectional view of a portion A of FIGS. 3 and 4 welded by the method of the present invention, and FIG. 2 is an enlarged sectional view of a portion B of FIGS. 3 and 4 welded by the method of the present invention. Irrespective of the A portion where the beam 4 is attached and the B portion where the beam 4 is not attached, the plate material 2, 3 forming the box-shaped column 1 is opened at a constant depth up to the middle of the thickness of the plate material 2. The tip 9 is formed as shown in FIGS.

【0015】溶接にあたっては、図3、図4の梁4を取
付ける箱状柱1のA部分について、図1に示すように開
先の奥10を、板材2の裏面の裏当金11に達するま
で、電子ビーム溶接もしくはレーザ溶接もしくはプラズ
マ溶接によって、先に溶接する。これらの電子ビーム溶
接、レーザ溶接、プラズマ溶接は、開先9が設けてない
(I開先)箇所でも細い溶接ビームにより少ない入熱で
板材2,3を熱変形なく溶接することができる。
In welding, as for the portion A of the box-shaped column 1 to which the beam 4 of FIGS. 3 and 4 is attached, as shown in FIG. 1, the depth 10 of the groove is reached to the backing metal 11 on the back surface of the plate 2. Weld first by electron beam welding, laser welding or plasma welding. In these electron beam welding, laser welding, and plasma welding, the plate materials 2 and 3 can be welded by a thin welding beam with a small heat input without thermal deformation even at a place where the groove 9 is not provided (I groove).

【0016】次に開先9の全長にわたって板材2,3を
連続溶接する。この際は、開先9が全長にわたって一定
の形状になっているため、通常の溶接方法、例えばサブ
マージドアーク溶接方法等を用いて短時間で容易に連続
溶接することができる。
Next, the plate members 2 and 3 are continuously welded over the entire length of the groove 9. At this time, since the groove 9 has a constant shape over the entire length, continuous welding can be easily performed in a short time by using a normal welding method, for example, a submerged arc welding method.

【0017】これにより、箱状柱1を構成する板材2,
3は、梁4を取付けるA部分は開先9と開先9の奥10
との板材2の厚さ全部が溶接され、梁4を取付けないB
部分は板材2の厚さの半ばまでの開先9のみが溶接され
ることになる。
As a result, the plate members 2, which form the box-shaped column 1,
3 is the groove 9 and the inner part 10 of the groove 9 where the beam 4 is attached.
The entire thickness of the plate material 2 is welded and the beam 4 is not attached B
Only the groove 9 up to the middle of the thickness of the plate member 2 is welded to the portion.

【0018】[0018]

【発明の効果】本発明は、開先が全長にわたって同じ形
状になり、一定の溶接条件で連続溶接が可能となり、溶
接欠陥がなく容易に溶接することができ、溶接工数、溶
接材料の低減ができ、溶接入熱が低減できるので溶接材
料の劣化が防止でき、溶接変形も小さくなり、最終層の
溶接幅が狭く同じ幅になるので外観も美しくなる効果が
ある。
According to the present invention, the groove has the same shape over the entire length, continuous welding can be performed under constant welding conditions, welding can be easily performed without welding defects, and the number of welding steps and welding materials can be reduced. Since the welding heat input can be reduced, the deterioration of the welding material can be prevented, the welding deformation can be reduced, and the welding width of the final layer is narrow and the width is the same.

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

【図1】本発明の方法によって溶接した図3、図4のA
部分の拡大断面図である。
FIG. 1A of FIGS. 3 and 4 welded by the method of the present invention.
It is an expanded sectional view of a part.

【図2】本発明の方法によって溶接した図3、図4のB
部分の拡大断面図である。
FIG. 2B of FIGS. 3 and 4 welded by the method of the present invention.
It is an expanded sectional view of a part.

【図3】箱状柱の部分的な斜視図である。FIG. 3 is a partial perspective view of a box-shaped column.

【図4】図3の一部詳細図である。FIG. 4 is a partial detailed view of FIG.

【図5】従来の方法によって溶接した図3のA部分の拡
大断面図である。
FIG. 5 is an enlarged cross-sectional view of a portion A in FIG. 3 welded by a conventional method.

【図6】従来の方法によって溶接した図3のB部分の拡
大断面図である。
6 is an enlarged cross-sectional view of a portion B of FIG. 3 welded by a conventional method.

【符号の説明】[Explanation of symbols]

1 箱状柱 2 板材 3 板材 4 梁 9 開先 10 開先の奥 1 Box-shaped pillar 2 Plate material 3 Plate material 4 Beam 9 Groove 10 Behind groove

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 箱状柱を構成する板材の溶接すべき部分
に該板材の厚さの半ばまでの深さの開先を前記溶接すべ
き部分の全長にわたって形成し、前記箱状柱に梁を取付
ける位置の前記板材の溶接すべき箇所における前記開先
の奥を電子ビーム溶接もしくはレーザ溶接もしくはプラ
ズマ溶接により板材の裏面に達するまで先に溶接し、然
る後前記開先を全長にわたって連続溶接することを特徴
とする箱状柱の溶接方法。
1. A groove for forming a box-shaped column in a plate member to be welded is formed over the entire length of the portion to be welded, the groove having a depth up to the middle of the thickness of the plate member. Weld the inside of the groove at the place to be welded of the plate material at the mounting position first by electron beam welding, laser welding or plasma welding until it reaches the back surface of the plate material, and then continuously weld the groove over the entire length. A method of welding a box-shaped column, characterized by:
JP28536092A 1992-09-30 1992-09-30 Box-shaped column welding method Pending JPH06114552A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28536092A JPH06114552A (en) 1992-09-30 1992-09-30 Box-shaped column welding method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28536092A JPH06114552A (en) 1992-09-30 1992-09-30 Box-shaped column welding method

Publications (1)

Publication Number Publication Date
JPH06114552A true JPH06114552A (en) 1994-04-26

Family

ID=17690554

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28536092A Pending JPH06114552A (en) 1992-09-30 1992-09-30 Box-shaped column welding method

Country Status (1)

Country Link
JP (1) JPH06114552A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006224138A (en) * 2005-02-17 2006-08-31 Ishikawajima Harima Heavy Ind Co Ltd Corner joint structure of pier and corner joint construction method
JP2007313524A (en) * 2006-05-24 2007-12-06 Jfe Engineering Kk Welding method for extra heavy steel plates
KR100966402B1 (en) * 2007-08-28 2010-06-28 대우조선해양 주식회사 Minimization of deformation of PCC thin plate main welding
JP2013136065A (en) * 2011-12-28 2013-07-11 Jfe Steel Corp Groove part for corner welding of welded tetrahedral box section member
JP2013180327A (en) * 2012-03-02 2013-09-12 Jfe Steel Corp Groove part for corner welding of welding-assembled four face box-shaped cross-sectional member

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006224138A (en) * 2005-02-17 2006-08-31 Ishikawajima Harima Heavy Ind Co Ltd Corner joint structure of pier and corner joint construction method
JP4530154B2 (en) * 2005-02-17 2010-08-25 株式会社Ihi Corner joint structure of pier and corner joint construction method
JP2007313524A (en) * 2006-05-24 2007-12-06 Jfe Engineering Kk Welding method for extra heavy steel plates
KR100966402B1 (en) * 2007-08-28 2010-06-28 대우조선해양 주식회사 Minimization of deformation of PCC thin plate main welding
JP2013136065A (en) * 2011-12-28 2013-07-11 Jfe Steel Corp Groove part for corner welding of welded tetrahedral box section member
JP2013180327A (en) * 2012-03-02 2013-09-12 Jfe Steel Corp Groove part for corner welding of welding-assembled four face box-shaped cross-sectional member

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