JPH072279B2 - How to connect steel columns - Google Patents

How to connect steel columns

Info

Publication number
JPH072279B2
JPH072279B2 JP19880491A JP19880491A JPH072279B2 JP H072279 B2 JPH072279 B2 JP H072279B2 JP 19880491 A JP19880491 A JP 19880491A JP 19880491 A JP19880491 A JP 19880491A JP H072279 B2 JPH072279 B2 JP H072279B2
Authority
JP
Japan
Prior art keywords
welding
backing metal
piece
metal fitting
temporary
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
JP19880491A
Other languages
Japanese (ja)
Other versions
JPH0515996A (en
Inventor
勤 宮居
Original Assignee
コンドーテック株式会社
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 コンドーテック株式会社 filed Critical コンドーテック株式会社
Priority to JP19880491A priority Critical patent/JPH072279B2/en
Publication of JPH0515996A publication Critical patent/JPH0515996A/en
Publication of JPH072279B2 publication Critical patent/JPH072279B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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、建築又は構築の鋼柱を
上下に連接するための鋼柱の連結方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of connecting steel columns for vertically connecting steel columns for construction or construction.

【0002】[0002]

【従来の技術】通常、構築又は建築における鋼柱の連結
をするには、中空の四角形鋼柱の開口部より例えば一組
のコの字型の溶接用裏当て金具を挿入し、一定距離溶接
用裏当て金具の端部を突出させた状態でスポット溶接し
て位置決めをした後、鋼柱と溶接用裏当て金具を溶接
し、この溶接用裏当て金具の上面にダイヤフラムを載置
して鋼柱とダイヤフラムを溶接することにより鋼柱を上
下に連接する方法がとられている。そして、従来の鋼柱
に溶接用裏当て金具を仮止めする方法としては、溶接用
裏当て金具の端部が鋼柱の開口端より一定距離突出する
ように手で位置決めを行い、例えばシャコ万力を用いて
数カ所止めて固定してスポット溶接することにより溶接
用裏当て金具の仮止めを行っている。
2. Description of the Related Art Usually, in order to connect steel columns in construction or construction, for example, a set of U-shaped backing metal fittings for welding is inserted from the opening of a hollow rectangular steel column, and a fixed distance welding is performed. After positioning by spot welding with the end of the backing metal fitting protruding, the steel column and the welding backing metal fitting are welded, and the diaphragm is placed on the upper surface of the welding backing metal fitting and the steel is attached. A method of connecting steel columns vertically by welding the columns and the diaphragm is used. Then, as a conventional method of temporarily fixing the welding backing metal fitting to the steel column, the welding backing metal fitting is manually positioned so that the end portion of the welding backing metal part protrudes from the opening end of the steel column by a certain amount. The backing metal fittings for welding are temporarily fixed by using force to stop and fix at several places and spot welding.

【0003】[0003]

【発明が解決しようとする課題】しかし、従来の方法で
あると片手に持った物差し等で測定しながら、他方の片
手で溶接用裏当て金具の端部を鋼柱の開口端より一定距
離突出するように位置決めを行った後、片手に持った物
差し等をシャコ万力に持ち変えて、片手のみでシャコ万
力を用いて固定する必要があるので、大変に面倒である
ばかりか1人では行うことができない場合もあり、また
その時に溶接用裏当て金具の端部を突出させる距離を一
定にさせるのが大変に困難であるという問題点がある。
However, according to the conventional method, the end of the backing metal for welding is projected by a certain distance from the open end of the steel column while measuring with a ruler held in one hand and the other hand. After positioning as described above, it is necessary to change the ruler etc. held in one hand to the shrimp vise and fix it with the shrimp vise with only one hand, so it is very troublesome and one person alone In some cases, it cannot be performed, and at that time, there is a problem that it is very difficult to make the distance at which the end of the welding backing metal piece protrudes constant.

【0004】そこで、本発明は、溶接用裏当て金具の仮
止め具を用いることにより、溶接用裏当て金具の端部を
鋼柱の開口端より常に一定の距離だけ突出させた状態で
保持することができ、簡単に鋼柱を上下に連結すること
ができる鋼柱の連結方法を提供しようとするものであ
る。
Therefore, according to the present invention, by using a temporary stopper for the welding backing metal fitting, the end portion of the welding backing metal fitting is held in a state in which it is always protruded from the open end of the steel column by a certain distance. Therefore, it is an object of the present invention to provide a method for connecting steel columns, in which the steel columns can be easily connected vertically.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するため
に、本発明における鋼柱の連結方法は、中空の鋼柱の内
面に当接しうる溶接用裏当て金具に、鋼柱の開口端に係
止しうる係止片を有する溶接用裏当て金具の仮止め具を
複数個取り付ける工程と;鋼柱の開口部より前記溶接用
裏当て金具を嵌入し、鋼柱の開口端に仮止め具の係止片
を係止させることにより溶接用裏当て金具の上端を一定
距離突出させた状態で保持する工程と;この状態で溶接
用裏当て金具を鋼柱にスポット溶接等で仮止めを行なう
工程と;溶接用裏当て金具に取り付けられた仮止め具を
取り外し又は取り外さないで、この上にダイヤフラムを
位置させ、鋼柱とダイヤフラムの隙間を溶接することに
より鋼柱を連結する工程とよりなる方法である。
In order to achieve the above object, a method of connecting steel columns according to the present invention is a backing metal fitting for welding which can abut against an inner surface of a hollow steel column, and an opening end of the steel column. A step of attaching a plurality of temporary backing metal fittings for welding having locking pieces that can be locked; inserting the backing metal fittings for welding from the opening of the steel column, and temporarily fixing the opening end of the steel column The step of holding the upper end of the welding backing metal fitting by projecting a certain distance by locking the locking piece; and in this state, temporarily fixing the welding backing metal fitting to the steel column by spot welding, etc. And a step of connecting the steel columns by welding the clearance between the steel columns and the diaphragm, without removing or removing the temporary fastener attached to the backing metal for welding Is the way.

【0006】更に、上記目的を達成するためには、溶接
用裏当て金具の仮止め具として、当接片の一端より該当
接片とで溶接用裏当て金具の下端部を挟持しうるように
支持部及び挟持部を有する略L字形状の支持片を略垂直
に延設し、当接片の他端より支持片と逆方向に鋼柱の先
端に係止しうる係止片を延設してなるものを用い、溶接
用裏当て金具に取り付けられた仮止め具を取り外さない
で、鋼柱とダイヤフラムの隙間を溶接する方法が好まし
く、加えて支持片における挟持部を内側にくの字に折曲
させるのが、特に好ましい。
Further, in order to achieve the above-mentioned object, as a temporary stopper for the welding backing metal fitting, the lower end of the welding backing metal fitting can be sandwiched between one end of the abutting piece and the corresponding contacting piece. A substantially L-shaped support piece having a support portion and a holding portion is extended substantially vertically, and a locking piece that can be locked to the tip of the steel column is extended from the other end of the contact piece in the direction opposite to the support piece. It is preferable to weld the gap between the steel column and the diaphragm without removing the temporary fasteners attached to the welding backing metal fittings. It is particularly preferable to fold it into

【0007】また、後述する効果により、溶接用裏当て
金具の仮止め具として、溶接用裏当て金具の上面と下面
を挟持できる距離に当接片の表面より挟持片を離間して
平行配設し、前記当接片とで溶接用裏当て金具の両側面
が挟持できるように上部の挟持片端部より下方に向かっ
て延設片を延設し、該延設片端部より外方に向かって係
止片を延設してなるものを用い、溶接用裏当て金具に取
り付けられた仮止め具を取り外した後、鋼柱とダイヤフ
ラムの隙間を溶接してなる方法が好ましく、加えて当接
片背面の下部より取手部を下方斜めに突出させるのが、
特に好ましい。
Further, due to the effects described later, as a temporary stopper for the backing metal fitting for welding, the holding piece is spaced in parallel from the surface of the abutting piece so that the upper and lower surfaces of the backing metal for welding can be held in parallel. Then, the extension piece is extended downward from the upper end of the clamping piece so that both side surfaces of the welding backing metal can be clamped by the abutting piece, and the extension piece is extended outward from the end of the extending piece. It is preferable to use a method in which a locking piece is extended, and after removing the temporary fastener attached to the welding backing metal fitting, welding the gap between the steel column and the diaphragm. To make the handle part project diagonally downward from the lower part of the back,
Particularly preferred.

【0008】[0008]

【作用】以上の如く本発明の鋼柱の連結方法によれば、
中空の鋼柱の内面に当接しうる溶接用裏当て金具に、鋼
柱の開口端に係止しうる係止片を有する溶接用裏当て金
具の仮止め具を複数個取り付け、鋼柱の開口部より前記
溶接用裏当て金具を嵌入し、鋼柱の開口端に仮止め具の
係止片を係止させることにより溶接用裏当て金具の上端
を一定距離突出させた状態で保持し、この状態で溶接用
裏当て金具を鋼柱にスポット溶接等で仮止めを行ない、
溶接用裏当て金具に取り付けられた仮止め具を取り外し
又は取り外さないで、この上にダイヤフラムを位置さ
せ、鋼柱とダイヤフラムの隙間を溶接することにより鋼
柱を連結することができる。同様にして鋼柱を上下に連
結することができる。
According to the method for connecting steel columns of the present invention as described above,
To the backing metal fitting for welding that can abut the inner surface of the hollow steel column, attach multiple temporary fasteners of the backing metal fitting for welding that have locking pieces that can be locked at the open end of the steel pillar, The backing metal fitting for welding is inserted from the portion, and the upper end of the backing metal fitting for welding is held in a state of protruding for a certain distance by locking the locking piece of the temporary stopper to the opening end of the steel column, In this state, temporarily attach the backing metal fitting for welding to the steel pillar by spot welding,
Without removing or removing the temporary fastener attached to the welding backing metal fitting, the diaphragm can be positioned on this and the steel pillar can be connected by welding the gap between the steel pillar and the diaphragm. Similarly, the steel columns can be connected vertically.

【0009】仮止め具として、当接片の一端より該当接
片とで溶接用裏当て金具の下端部を挟持しうるように支
持部及び挟持部を有する略L字形状の支持片を略垂直に
延設し、当接片の他端より支持片と逆方向に鋼柱の先端
に係止しうる係止片を延設してなるものを用い、溶接用
裏当て金具に取り付けられた仮止め具を取り外さない
で、鋼柱とダイヤフラムの隙間を溶接してなるものを用
いるのが好ましく、加えて支持片における挟持部を内側
にくの字に折曲させたものを用いた場合には、仮止め具
における当接片と挟持片における内側にくの字に折曲さ
せた挟持部間に溶接用裏当て金具の下端部を挟持するこ
とにより、溶接用裏当て金具に密着させた状態で仮止め
具を取り付けることができる。
As a temporary stopper, a substantially L-shaped support piece having a support portion and a holding portion so that the lower end portion of the backing metal for welding can be held between one end of the contact piece and the contact piece is substantially vertical. Of the abutting piece, and a locking piece that can be locked at the tip of the steel column in the opposite direction to the supporting piece from the other end of the abutting piece. It is preferable to use the one in which the gap between the steel column and the diaphragm is welded without removing the stopper, and in addition to the case where the holding part of the support piece is bent inward in a V shape. , The state where the lower end of the welding backing metal fitting is sandwiched between the abutting piece of the temporary fastener and the nipping portion of the nipping piece that is bent inward in a U-shape, so that the welding backing metal fitting is in close contact. You can attach a temporary stopper with.

【0010】また、仮止め具として、溶接用裏当て金具
の上面と下面を挟持できる距離に当接片の表面より挟持
片を離間して平行配設し、前記当接片とで溶接用裏当て
金具の両側面が挟持できるように上部の挟持片端部より
下方に向かって延設片を延設し、該延設片端部より外方
に向かって係止片を延設してなるものを用い、溶接用裏
当て金具に取り付けられた仮止め具を取り外した後、鋼
柱とダイヤフラムの隙間を溶接してなるものを用いるの
が好ましく、加えて当接片背面の下部より取手部を下方
斜めに突出させたものを用いた場合には、仮止め具にお
ける挟持片間に溶接用裏当て金具の上面及び下面を挟持
することにより、溶接用裏当て金具に取り付けることが
でき、仮止め具の取手部を斜め上方に引っ張ることによ
り、溶接用裏当て金具から仮止め具を取り外すことがで
きる。
Further, as a temporary fixing tool, a sandwiching piece is arranged in parallel with the upper surface and the lower surface of the welding backing metal fitting so as to be able to sandwich the upper surface and the lower surface from the surface of the abutting piece. A structure in which an extension piece is extended downward from the end of the upper clamping piece so that both sides of the metal fitting can be clamped, and a locking piece is extended outward from the end of the extension piece. It is preferable to use one that is made by welding the gap between the steel column and the diaphragm after removing the temporary fastener attached to the welding backing metal fitting. When using the one that protrudes diagonally, it can be attached to the welding backing metal fitting by sandwiching the upper surface and the lower surface of the welding backing metal fitting between the holding pieces of the temporary fixing equipment. By pulling the handle part of the It is possible to remove the temporary fasteners from the tool.

【0011】[0011]

【実施例】まず、本発明の詳細を図1から図9に図示し
た実施例により説明する。鋼柱の連結構造体Aは、図1
から図3に示すように先端にテーパー部1aを有する中
空の鋼柱1、該鋼柱1の内面に当接しうる断面略四角形
の溶接用裏当て金具2、板状のダイヤフラム3、溶接用
裏当て金具の仮止め具B(以下単に仮止め具Bと称す
る。)で構成されている。特に、仮止め具Bは、溶接用
裏当て金具2に取り付けたままで、鋼柱1とダイヤフラ
ム3を溶接するものを主としたものである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS First, the details of the present invention will be described with reference to the embodiments shown in FIGS. The connection structure A of steel columns is shown in FIG.
3 to 3, a hollow steel column 1 having a tapered portion 1a at its tip, a backing metal fitting 2 for welding having a substantially rectangular cross section capable of abutting the inner surface of the steel column 1, a plate-shaped diaphragm 3, a welding backing It is composed of a temporary stopper B of the metal fitting (hereinafter simply referred to as temporary stopper B). In particular, the temporary fastener B is mainly used for welding the steel column 1 and the diaphragm 3 while being attached to the welding backing metal fitting 2.

【0012】そして、本発明に係る代表的実施例の仮止
め具Bは、鋼柱1に溶接用裏当て金具2を位置決めする
とともに仮止めを行うことができるものであり、図6か
ら図9に開示されている。まず、第1実施例の仮止め具
Bは、図6に示すように当接片4の一端4aより溶接用
裏当て金具2の端部を挟持しうるように支持部5及び挟
持部6を有する略L字形状の支持片7を略垂直に延設
し、当接片4の一端4bより該支持片7の延設方向と逆
方向に鋼柱1の先端1aに係止する係止片8を略水平に
延設し、更に支持片7における挟持部6を内側にくの字
に折曲させたものである。仮止め具Bの材質としては、
鋼柱1と同じ材質を用いるのが特に好ましいが、他の金
属を用いることも可能である。尚、図例の仮止め具B
は、図6の如く当接片4の一端4aより溶接用裏当て金
具2の端部を挟持しうるように支持部5及び挟持部6を
有する略L字形状の支持片7を略垂直に延設している
が、溶接用裏当て金具2の下面を支持できるように、挟
持部6を有さず、単に支持部5のみからなる支持片7を
延設したものであってもよい。また、図例の仮止め具B
は、プレス加工により一体成形できるようにしたもので
あるが、特にこだわらない場合には、当接片4の端部よ
り支持片7、係止片8を延設せずに、当接片4の表面又
は背面の途中より支持片7、係止片8を延設させること
も可能である。
A temporary fastener B of a typical embodiment according to the present invention can position the welding backing metal fitting 2 on the steel column 1 and perform temporary fastening. Is disclosed in. First, in the temporary fastener B of the first embodiment, as shown in FIG. 6, the support portion 5 and the sandwiching portion 6 are provided so that the end portion of the welding backing metal fitting 2 can be sandwiched by the one end 4a of the contact piece 4. A locking piece that has a substantially L-shaped support piece 7 that extends substantially vertically and that locks to the tip 1a of the steel column 1 in a direction opposite to the extending direction of the support piece 7 from one end 4b of the contact piece 4. 8 is extended substantially horizontally, and the holding portion 6 of the support piece 7 is bent inward in a V shape. As the material of the temporary fastener B,
It is particularly preferable to use the same material as the steel column 1, but it is also possible to use other metals. Incidentally, the temporary stopper B in the example of the drawing
As shown in FIG. 6, a substantially L-shaped support piece 7 having a support portion 5 and a sandwiching portion 6 so as to sandwich the end portion of the welding backing metal fitting 2 from one end 4a of the contact piece 4 is disposed substantially vertically. Although extended, a supporting piece 7 that does not have the sandwiching portion 6 but simply includes the supporting portion 5 may be extended so that the lower surface of the welding backing metal fitting 2 can be supported. In addition, the temporary fastener B in the illustrated example
Is formed by press working, but unless otherwise particular, the contact piece 4 is formed without extending the support piece 7 and the locking piece 8 from the end of the contact piece 4. It is also possible to extend the support piece 7 and the locking piece 8 from the middle of the front surface or the back surface.

【0013】更に、図7に示した第2実施例の仮止め具
Bは、第1実施例の仮止め具Bと略同じ構造であるが、
図7の如く係止片8を鋼柱1のテーパー部1aに当接す
るように或いは当接しないように下方斜め方向に延設す
ることにより係止させるようにしたものである。
Further, the temporary stopper B of the second embodiment shown in FIG. 7 has substantially the same structure as the temporary stopper B of the first embodiment,
As shown in FIG. 7, the locking piece 8 is locked so as to extend obliquely downward so as to come into contact with the tapered portion 1a of the steel column 1 or not to come into contact therewith.

【0014】加えて、図8に示した第3実施例の仮止め
具Bは、第1実施例の仮止め具Bの応用であり、第1実
施例の仮止め具Bを2つ並行配設し、当接片4、4同士
を連結片9で連結したものであり、図3における溶接用
裏当て金具2の角部10に沿って連結片9を折り曲げ、例
えば平面視略コの字形状の溶接用裏当て金具2の角部10
にまたがってそれぞれの辺に取り付けるようにしたもの
である。
In addition, the temporary fastener B of the third embodiment shown in FIG. 8 is an application of the temporary fastener B of the first embodiment, and two temporary fasteners B of the first embodiment are arranged in parallel. It is provided by connecting the contact pieces 4 and 4 with the connecting piece 9. The connecting piece 9 is bent along the corner 10 of the backing metal fitting 2 for welding in FIG. Corner 10 of backing metal fitting 2 for welding
It is attached to each side over.

【0015】また、図9に示したものは、第4実施例の
仮止め具Bである。この仮止め具Bは、図9に示す如く
第1実施例の仮止め具Bと略同じ形状であるが、溶接用
裏当て金具2の上端部を挟持して取り付けて鋼柱1に保
持させた状態でスポット溶接12等により仮止めをした後
に、この仮止め具Bを取り外して図9の示すように溶接
用裏当て金具2の上端を一定距離、即ち図中距離mだけ
突出させた状態を保持するようにしたものである。
FIG. 9 shows a temporary stopper B of the fourth embodiment. This temporary fastener B has substantially the same shape as the temporary fastener B of the first embodiment as shown in FIG. 9, but the upper end portion of the welding backing metal fitting 2 is clamped and attached to the steel pillar 1. In this state, after temporarily fixing by spot welding 12 etc., the temporary fixing tool B is removed and the upper end of the backing metal fitting 2 for welding is protruded by a constant distance, that is, a distance m in the figure as shown in FIG. It is intended to hold.

【0016】次に、これらの仮止め具Bを用いた鋼柱の
連結構造体Aについて説明する。鋼柱の連結構造体A
は、図1から図3に示すように鋼柱1、溶接用裏当て金
具2、板状のダイヤフラム3、仮止め具Bで構成されて
いる。そして、溶接用裏当て金具2は、断面略四角形の
帯状のものであり、平面視略コの字形状のものや平面視
略Lの字形状のもの等を採用することができ、特に図例
のものは、図3の如く平面視略コの字形状の仮止め具B
を例に挙げている。即ち、鋼柱1の連結方法としては、
中空の鋼柱の内面に当接しうる溶接用裏当て金具2に、
鋼柱1の開口端11′に係止しうる係止片8を有する溶接
用裏当て金具の仮止め具Bを、図5に示すように仮止め
具Bにおける当接片4と支持片7の間に溶接用裏当て金
具2の下端部を挟持して、図3の如く複数個ずつ取り付
ける工程と;鋼柱1の開口部11′より前記溶接用裏当て
金具2を嵌入し、鋼柱1の開口端11′に仮止め具Bの係
止片8を係止させることにより溶接用裏当て金具2の上
端を一定距離、即ち図5中の距離mだけ突出させた状態
で保持する工程と;この状態で溶接用裏当て金具2の下
端を図2の如く鋼柱1にスポット溶接12等で仮止めを行
なう工程と;溶接用裏当て金具2に取り付けられた仮止
め具Bを取り外さないで、この上にダイヤフラム3を位
置させ、鋼柱1とダイヤフラム3の隙間を全周溶接する
ことにより図2のように鋼柱1を連結する工程とよりな
るものである。即ち、このようにして、同様に鋼柱1を
上下に連結して、図1で示したような鋼柱の連結構造体
Aを形成することができる。
Next, the connecting structure A of steel columns using these temporary fasteners B will be described. Steel pillar connection structure A
As shown in FIGS. 1 to 3, is composed of a steel column 1, a backing metal fitting 2 for welding, a plate-shaped diaphragm 3, and a temporary stopper B. The backing metal fitting 2 for welding is in the shape of a strip having a substantially quadrangular cross section, and may have a substantially U-shape in a plan view or a substantially L-shape in a plan view. The one shown in FIG. 3 has a substantially U-shaped temporary stopper B in plan view.
Is taken as an example. That is, as a method of connecting the steel columns 1,
For the backing metal fitting 2 for welding that can contact the inner surface of the hollow steel column,
As shown in FIG. 5, the temporary stopper B of the backing metal fitting for welding having the locking piece 8 that can be locked to the opening end 11 ′ of the steel column 1 is the contact piece 4 and the support piece 7 in the temporary fastener B. Sandwiching the lower end of the welding backing metal fitting 2 between them, and attaching a plurality of them as shown in FIG. 3; inserting the welding backing metal fitting 2 through the opening 11 ′ of the steel pillar 1, A step of holding the upper end of the backing metal fitting 2 for welding by a certain distance, that is, a distance m in FIG. And; in this state, a step of temporarily fixing the lower end of the welding backing metal fitting 2 to the steel column 1 by spot welding 12 or the like as shown in FIG. 2; and removing the temporary fixing tool B attached to the welding backing metal fitting 2. Instead, place the diaphragm 3 on this, and weld the entire circumference of the gap between the steel column 1 and the diaphragm 3 as shown in FIG. In which the more the step of connecting the steel column 1 in. That is, in this way, the steel columns 1 can be similarly connected vertically to form the steel column connection structure A as shown in FIG.

【0017】このように本発明に係る鋼柱1の連結方法
によれば、溶接用裏当て金具2に仮止め具Bを取り付け
て係止片8を鋼柱1の開口端11′に係止させるだけで、
鋼柱1に溶接用裏当て金具2を簡単に仮止めすることが
できる。しかも、図5に示すように溶接用裏当て金具2
の上端を一定距離、即ち図中の距離mだけ突出させた状
態で保持するので、溶接用裏当て金具2の突出する距離
を常に一定にすることができ、精度の良い鋼柱の連結構
造体Aを形成することができる。更に、この仮止め具B
を取り外さずに、鋼柱1とダイヤフラム3の隙間を全周
溶接13することにより連結するので、無駄な作業を省く
ことができる。また、第1実施例の鋼柱の連結構造体A
によれば、支持片7における挟持部6を内側にくの字に
折曲させているため、仮止め具Bにおける当接片4と支
持片7の挟持部6により溶接用裏当て金具2の側面に密
着した状態で挟持するので、仮止め具Bから溶接用裏当
て金具2が外れることがない。
As described above, according to the method of connecting the steel columns 1 according to the present invention, the temporary stopper B is attached to the welding backing metal fitting 2 and the locking piece 8 is locked to the opening end 11 'of the steel column 1. Just let
The backing metal fitting 2 for welding can be easily temporarily fixed to the steel pillar 1. Moreover, as shown in FIG. 5, the backing metal fitting 2 for welding is used.
Since the upper end of the welding is held in a state of being protruded by a constant distance, that is, a distance m in the figure, the protruding distance of the backing metal fitting 2 for welding can be made constant at all times, and an accurate connection structure of steel columns A can be formed. Furthermore, this temporary fastener B
Since the gap between the steel column 1 and the diaphragm 3 is welded all around by welding 13 without removing, the useless work can be omitted. Further, the connection structure A of the steel columns of the first embodiment
According to the above, since the holding portion 6 of the support piece 7 is bent inward in a V shape, the contact piece 4 of the temporary fastener B and the holding portion 6 of the support piece 7 prevent the welding backing metal fitting 2 from being bent. Since it is sandwiched in close contact with the side surface, the welding backing metal fitting 2 does not come off from the temporary fastener B.

【0018】次に、本発明の詳細を更に図10から図17に
図示した実施例により説明する。特に、仮止め具B′
は、溶接用裏当て金具2から取り外した後で、鋼柱1と
ダイヤフラム3を溶接するものを主としたものであり、
図13から図16に開示されている。また、これらの仮止め
具B′は、数回にわたって再使用をすることができるも
のである。
The details of the present invention will now be described with reference to the embodiments shown in FIGS. Especially, the temporary fastener B '
Is mainly for welding the steel column 1 and the diaphragm 3 after removing from the welding backing metal fitting 2.
It is disclosed in FIGS. 13 to 16. Further, these temporary fasteners B'can be reused several times.

【0019】まず、第5実施例の仮止め具B′は、図13
に示すように溶接用裏当て金具2の上面14aと下面14b
を挟持できる距離に離間して当接片4の表面より挟持片
15a、15bを平行配設し、当接片4とで溶接用裏当て金
具2の両側面16、16を挟持できるように上部の挟持片15
a端部より下方に向かって延設片17端部より外方に向か
って略水平に係止片8を延設し、更に当接片4背面の下
部より板状の取手部18を下方斜めに突出させ、挟持片15
bの中央には切欠部19を設けたものである。尚、取手部
18は当接片4の背面適所より突出させればよく、また取
手部18は板状のものに限定されず、棒状のものであって
もよい。また、仮止め具B′の材質としては、鋼柱1と
同じ材質又は他の金属又は合成樹脂等を採用することが
できる。また、取手部18は特に設ける必要もなく、図15
に示した第7実施例の仮止め具B′のように、取手部18
を設けず、しかも挟持片15bに切欠部19を設けずにシン
プルな形のものであってもよい。
First, the temporary stopper B'of the fifth embodiment is shown in FIG.
As shown in Fig. 5, the upper surface 14a and the lower surface 14b of the welding backing metal fitting 2 are
The gripping piece is separated from the surface of the contact piece 4 by a distance that allows the gripping
15a and 15b are arranged in parallel, and an upper holding piece 15 is provided so that both side surfaces 16 of the backing metal fitting 2 for welding can be held with the abutting piece 4.
A piece 17 extending downward from the end a extends the locking piece 8 substantially horizontally outward from the end, and further, a plate-like handle portion 18 is obliquely downward from the lower part of the rear surface of the contact piece 4. 15 and project it to the
A notch 19 is provided at the center of b. The handle part
It suffices that 18 be projected from an appropriate position on the back surface of the contact piece 4, and the handle portion 18 is not limited to a plate-like member, and may be a rod-shaped member. Further, as the material of the temporary fastener B ′, the same material as the steel column 1 or another metal or synthetic resin can be adopted. Further, it is not necessary to provide the handle portion 18 in particular, and
Like the temporary stopper B'of the seventh embodiment shown in FIG.
It may be a simple shape without the notch and without the notch 19 in the sandwiching piece 15b.

【0020】更に、図16に示した第8実施例の仮止め具
B′は、当接片4の両端部より挟持片15a、15bを延設
せずに、当接片4の表面の途中より挟持片15a、15bを
平行配設し、当接片4の上部又は下部を取手部18とした
ものである。加えて、図14に示した第6実施例の仮止め
具B′は、第5実施例の仮止め具B′を2個平行配設
し、この当接片4、4同士を連結片9で連結したもので
ある。
Further, in the temporary fixing tool B'of the eighth embodiment shown in FIG. 16, the contact pieces 4 are not extended from the both ends of the contact pieces 4 and the middle of the surface of the contact piece 4 is provided. The sandwiching pieces 15a and 15b are arranged in parallel with each other, and the upper portion or the lower portion of the contact piece 4 is used as the handle portion 18. In addition, in the temporary fixing tool B'of the sixth embodiment shown in FIG. 14, two temporary fixing tools B'of the fifth embodiment are arranged in parallel, and the contact pieces 4, 4 are connected to each other by a connecting piece 9 '. It is connected with.

【0021】次に、これらの仮止め具B′を用いた鋼柱
の連結構造体A′について説明する。鋼柱の連結構造体
A′は、図10及び図11に示すように鋼柱1、溶接用裏当
て金具2、板状のダイヤフラム3、仮止め具B′で構成
されている。そして、鋼柱1の連結方法としては、中空
の鋼柱の内面に当接しうる溶接用裏当て金具2に、鋼柱
1の開口端11′に係止しうる係止片8を有する溶接用裏
当て金具の仮止め具B′を、図12に示すように仮止め具
B′における挟持片15a、15b間に溶接用裏当て金具2
の上面14a及び下面14bを挟持するとともに係止片8が
外方に突出するように図11の如く複数個ずつ取り付ける
工程と;鋼柱1の開口部11′より前記溶接用裏当て金具
2を嵌入し、鋼柱1の開口端11′に仮止め具Bの係止片
8を係止させることにより溶接用裏当て金具2の上端を
一定距離、即ち図12中の距離mだけ突出させた状態で保
持する工程と;この状態で溶接用裏当て金具2の下端を
図10の如く鋼柱1にスポット溶接12等で仮止めを行なう
工程と;溶接用裏当て金具2に取り付けられた仮止め具
Bの取手部18を斜め上方に引っ張って取り外し、この上
にダイヤフラム3を位置させ、鋼柱1とダイヤフラム3
の隙間を全周溶接することにより図10のように鋼柱1を
連結する工程とよりなるものである。即ち、このように
して、同様に鋼柱1を上下に連接して、図10で示したよ
うな鋼柱の連結構造体A′を形成することができる。特
に、溶接用裏当て金具2から仮止め具B′を取り外す場
合、図17のように、仮止め具B′の肉厚を薄くしておけ
ば、取手部18を引っ張ると仮止め具B′が変形して図中
の想像線で示したように簡単に取り外すことができる。
Next, a steel column connecting structure A'using these temporary fasteners B'will be described. As shown in FIGS. 10 and 11, the connecting structure A'of steel columns is composed of steel columns 1, a backing metal fitting 2 for welding, a plate-like diaphragm 3, and a temporary fastener B '. As a method of connecting the steel columns 1, a welding backing metal fitting 2 that can abut the inner surface of the hollow steel column has a locking piece 8 that can be locked at the opening end 11 ′ of the steel column 1. As shown in FIG. 12, the temporary backing metal fitting B'of the backing metal fitting is welded between the sandwiching pieces 15a and 15b of the temporary backing metal fitting B '.
11 to sandwich the upper surface 14a and the lower surface 14b, and to attach a plurality of locking pieces 8 so as to project outward, as shown in FIG. 11; the welding backing metal fitting 2 from the opening 11 'of the steel column 1. The upper end of the backing metal fitting 2 for welding was projected by a fixed distance, that is, a distance m in FIG. 12, by fitting and engaging the locking piece 8 of the temporary fastener B with the opening end 11 ′ of the steel column 1. A step of holding the welding backing metal fitting 2 in this state; and a step of temporarily fixing the lower end of the welding backing metal fitting 2 to the steel column 1 by spot welding 12 or the like as shown in FIG. 10; The handle portion 18 of the stopper B is pulled obliquely upward to remove it, and the diaphragm 3 is positioned on this, and the steel pillar 1 and the diaphragm 3
This is a process of connecting the steel columns 1 as shown in FIG. That is, in this manner, the steel columns 1 can be similarly connected vertically to form the connecting structure A'of steel columns as shown in FIG. In particular, when removing the temporary stopper B ′ from the welding backing metal fitting 2, if the thickness of the temporary stopper B ′ is made thin as shown in FIG. 17, the temporary stopper B ′ can be pulled by pulling the handle portion 18. It deforms and can be easily removed as shown by the imaginary line in the figure.

【0022】このように、第5実施例の仮止め具B′を
用いた場合には、図15の第7実施例の仮止め具B′に比
べて挟持片15bに弾力性を持たせることができるので、
溶接用裏当て金具2への取り付け及び取り外しが容易に
なる。
As described above, when the temporary stopper B'of the fifth embodiment is used, the clamping piece 15b should have elasticity as compared with the temporary stopper B'of the seventh embodiment of FIG. Because you can
It becomes easy to attach to and detach from the backing metal fitting 2 for welding.

【0023】[0023]

【発明の効果】本発明は、上述のとおり構成されている
ので、次に記載する効果を奏する。請求項1の鋼柱の連
結方法によれば、溶接用裏当て金具に仮止め具を取り付
けて仮止め具の係止片を鋼柱の開口端に係止させるだけ
で、鋼柱に溶接用裏当て金具を簡単に仮止めをすること
ができ、溶接用裏当て金具の上端を一定距離だけ突出さ
せた状態で保持するので、溶接用裏当て金具の突出する
距離を常に一定にすることができ、精度の良い鋼柱の連
結構造体を形成することができる。
Since the present invention is configured as described above, it has the following effects. According to the method for connecting steel columns according to claim 1, the temporary fastening is attached to the welding backing metal fitting, and the locking piece of the temporary fastening is simply locked to the open end of the steel column for welding the steel column. The backing metal fitting can be easily temporarily fixed, and the upper end of the welding backing metal fitting is held in a protruding state by a certain distance, so that the protruding distance of the welding backing metal fitting is always constant. Therefore, it is possible to form an accurate connection structure of steel columns.

【0024】請求項2の鋼柱の連結方法によれば、更に
この仮止め具を取り外さずに、鋼柱とダイヤフラムの隙
間を全周溶接することにより連結するので、無駄な作業
を省くことができ、溶接用裏当て金具の下端部を仮止め
具における支持片の支持部で支持するとともに当接片と
支持片の挟持部で挟持するので、仮止め具から溶接用裏
当て金具が外れることがない。
According to the method of connecting steel columns of claim 2, since the connection is made by welding the entire circumference of the gap between the steel column and the diaphragm without removing the temporary fastener, wasteful work can be omitted. Since the lower end of the welding backing metal fitting is supported by the supporting portion of the supporting piece of the temporary fixing tool and is clamped by the abutting piece and the clamping portion of the supporting piece, the welding backing metal fitting should come off from the temporary fixing material. There is no.

【0025】請求項3の鋼柱の連結方法によれば、仮止
め具における支持片の挟持部を内側にくの字に折曲させ
ているため、仮止め具における当接片と支持片の挟持部
により溶接用裏当て金具の側面に密着した状態で挟持す
るので、より効果的である。
According to the method of connecting steel columns of the third aspect, since the holding portion of the support piece in the temporary fixing tool is bent inwardly in a V shape, the contact piece and the supporting piece in the temporary fixing tool are connected to each other. It is more effective because it is held in close contact with the side surface of the welding backing metal fitting by the holding portion.

【0026】請求項4の鋼柱の連結方法によれば、仮止
め具における挟持片間に溶接用裏当て金具の上面及び下
面を挟持することにより、溶接用裏当て金具に取り付け
るので、作業中に溶接用裏当て金具から仮止め具が外れ
ることがなく、更に当接片背面より取手部を突出させて
いるため、この取手部を持つことができるので、容易に
仮止め具を溶接用裏当て金具より取り外すことができ
る。
According to the method of connecting steel columns of claim 4, since the upper and lower surfaces of the welding backing metal fitting are clamped between the clamping pieces of the temporary fastener, they are attached to the welding backing metal fitting. Since the temporary stopper does not come off from the backing metal for welding, and the handle part protrudes from the back surface of the contact piece, it is possible to hold this handle part. Can be removed from the metal fittings.

【0027】請求項5の鋼柱の連結方法によれば、当接
片背面の下部より取手部を下方斜めに突出させているの
で、取手部に力をかけやすく容易に取り外すことができ
る。
According to the method of connecting steel columns of the fifth aspect, since the handle portion is projected obliquely downward from the lower portion of the rear surface of the contact piece, it is easy to apply force to the handle portion and can be easily removed.

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

【図1】鋼柱の連結構造体の斜視図FIG. 1 is a perspective view of a connection structure of steel columns.

【図2】第1実施例の仮止め具を用いた場合の鋼柱の連
結構造体の一部縦断面図
FIG. 2 is a partial vertical cross-sectional view of a connection structure of steel columns when the temporary fastener of the first embodiment is used.

【図3】第1実施例の仮止め具を用いて鋼柱の開口部に
溶接用裏当て金具を保持させた状態の分解斜視図
FIG. 3 is an exploded perspective view showing a state in which a welding backing metal fitting is held in an opening of a steel column by using the temporary fastener of the first embodiment.

【図4】第1実施例の仮止め具を用いて鋼柱の開口部に
溶接用裏当て金具を保持させた状態の縦断面図
FIG. 4 is a vertical cross-sectional view showing a state in which a welding backing metal fitting is held in an opening of a steel column by using the temporary fastener of the first embodiment.

【図5】第1実施例の仮止め具を用いて鋼柱の開口部に
溶接用裏当て金具を保持させた状態の要部を示す縦断面
FIG. 5 is a vertical cross-sectional view showing a main part of a state in which a welding backing metal fitting is held in an opening of a steel column by using the temporary fastener of the first embodiment.

【図6】第1実施例の仮止め具の斜視図FIG. 6 is a perspective view of a temporary stopper according to the first embodiment.

【図7】第2実施例の仮止め具の側面図FIG. 7 is a side view of the temporary stopper according to the second embodiment.

【図8】第3実施例の仮止め具の背面図FIG. 8 is a rear view of the temporary stopper according to the third embodiment.

【図9】第4実施例の仮止め具を用いて鋼柱の開口部に
溶接用裏当て金具を保持させた状態の要部を示す縦断面
FIG. 9 is a vertical cross-sectional view showing a main part of a state in which a welding backing metal fitting is held in an opening of a steel column by using a temporary fastener according to a fourth embodiment.

【図10】第5実施例の仮止め具を用いた連結させた場合
の鋼柱の連結構造体の一部縦断面図
FIG. 10 is a partial vertical cross-sectional view of a connection structure of steel columns when they are connected using the temporary fastener of the fifth embodiment.

【図11】第5実施例の仮止め具を用いて鋼柱の開口部に
溶接用裏当て金具を保持させた状態の分解斜視図
FIG. 11 is an exploded perspective view showing a state where a welding backing metal fitting is held in an opening of a steel column by using the temporary fastener of the fifth embodiment.

【図12】第5実施例の仮止め具を用いて鋼柱の開口部に
溶接用裏当て金具を保持させた状態の縦断面図
FIG. 12 is a vertical cross-sectional view showing a state in which a backing metal for welding is held in an opening of a steel column by using the temporary fastener of the fifth embodiment.

【図13】第5実施例の仮止め具の斜視図FIG. 13 is a perspective view of a temporary fastener according to a fifth embodiment.

【図14】第6実施例の仮止め具の背面図FIG. 14 is a rear view of the temporary stopper according to the sixth embodiment.

【図15】第7実施例の仮止め具の斜視図FIG. 15 is a perspective view of a temporary stopper according to a seventh embodiment.

【図16】第8実施例の仮止め具の縦断面図FIG. 16 is a vertical sectional view of a temporary stopper according to an eighth embodiment.

【図17】溶接用裏当て金具から第5実施例の仮止め具を
取り外す時の説明断面図
FIG. 17 is an explanatory cross-sectional view when removing the temporary fixing tool of the fifth embodiment from the welding backing metal fitting.

【符号の説明】[Explanation of symbols]

A 鋼柱の連結構造体 B 溶接用裏当て金具の仮止め具 1 鋼柱 2 溶接用裏当て金具 3 ダイヤフラム 4 当接片 5 支持部 6 挟持部 7 支持片 8 係止片 9 連結片 10 角部 11 開口部 12 スポット溶接 13 溶接 15 挟持片 16 側面 17 延設片 18 取手部 19 切欠部 A Steel column connection structure B Temporary fastener for welding backing metal fitting 1 Steel column 2 Welding backing metal fitting 3 Diaphragm 4 Abutment piece 5 Supporting part 6 Clamping part 7 Supporting piece 8 Locking piece 9 Connecting piece 10 Square Part 11 Opening 12 Spot welding 13 Welding 15 Clamping piece 16 Side piece 17 Extension piece 18 Handle section 19 Notch section

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 中空の鋼柱の内面に当接しうる溶接用裏
当て金具に、鋼柱の開口端に係止しうる係止片を有する
溶接用裏当て金具の仮止め具を複数個取り付ける工程
と、 鋼柱の開口部より前記溶接用裏当て金具を嵌入し、鋼柱
の開口端に仮止め具の係止片を係止させることにより溶
接用裏当て金具の上端を一定距離突出させた状態で保持
する工程と、 この状態で溶接用裏当て金具を鋼柱にスポット溶接等で
仮止めを行なう工程と、 溶接用裏当て金具に取り付けられた仮止め具を取り外し
又は取り外さないで、この上にダイヤフラムを位置さ
せ、鋼柱とダイヤフラムの隙間を溶接することにより鋼
柱を連結する工程と、 よりなる鋼柱の連結方法。
1. A plurality of temporary fasteners for a backing metal for welding having a locking piece that can be locked at the open end of the steel column are attached to the backing metal for welding that can abut the inner surface of the hollow steel column. Steps: Insert the backing metal fitting for welding from the opening of the steel column, and make the upper end of the welding backing metal part protrude a certain distance by locking the locking piece of the temporary fastener to the opening end of the steel column. In the state of holding, the step of temporarily fixing the welding backing metal fitting to the steel column by spot welding etc. in this state, without removing or removing the temporary fixing tool attached to the welding backing metal fitting, A method of connecting steel columns, which comprises connecting a steel column by welding a gap between the steel column and the diaphragm on the diaphragm, and connecting the steel columns.
【請求項2】 溶接用裏当て金具の仮止め具として、当
接片の一端より該当接片とで溶接用裏当て金具の下端部
を挟持しうるように支持部及び挟持部を有する略L字形
状の支持片を略垂直に延設し、当接片の他端より支持片
と逆方向に鋼柱の先端に係止しうる係止片を延設してな
るものを用い、溶接用裏当て金具に取り付けられた仮止
め具を取り外さないで、鋼柱とダイヤフラムの隙間を溶
接してなる請求項1記載の鋼柱の連結方法。
2. A temporary fastener for a backing metal fitting for welding, which has a support portion and a holding portion so that a lower end portion of the backing metal fitting for welding can be held between one end of the abutting piece and the corresponding contact piece. For welding, use a structure in which a V-shaped support piece is extended substantially vertically, and a locking piece that can be locked to the tip of the steel column is extended from the other end of the contact piece in the direction opposite to the support piece. The method of connecting steel columns according to claim 1, wherein the gap between the steel column and the diaphragm is welded without removing the temporary fastener attached to the backing metal fitting.
【請求項3】 支持片における挟持部を内側にくの字に
折曲させてなる溶接用裏当て金具の仮止め具を用いてな
る請求項2記載の鋼柱の連結方法。
3. The method for connecting steel columns according to claim 2, wherein a temporary stopper of a backing metal fitting for welding, which is formed by bending the holding portion of the support piece inward in a V shape, is used.
【請求項4】 溶接用裏当て金具の仮止め具として、溶
接用裏当て金具の上面と下面を挟持できる距離に当接片
の表面より挟持片を離間して平行配設し、前記当接片と
で溶接用裏当て金具の両側面が挟持できるように上部の
挟持片端部より下方に向かって延設片を延設し、該延設
片端部より外方に向かって係止片を延設してなるものを
用い、溶接用裏当て金具に取り付けられた仮止め具を取
り外した後、鋼柱とダイヤフラムの隙間を溶接してなる
請求項1記載の鋼柱の連結方法。
4. As a temporary stopper for a backing metal fitting for welding, the holding piece is arranged in parallel with the upper surface and the lower surface of the backing metal fitting for welding so as to be able to hold the upper surface and the lower surface of the abutting piece. The extension piece extends downward from the end of the upper clamping piece so that both sides of the welding backing metal can be clamped with the piece, and the locking piece extends outward from the end of the extension piece. 2. The method for connecting steel columns according to claim 1, wherein the steel column and the diaphragm are welded after the temporary fasteners attached to the welding backing metal fittings are removed by using the installed components.
【請求項5】 当接片背面の下部より取手部を下方斜め
に突出させてなる溶接用裏当て金具の仮止め具を用いて
なる請求項4記載の鋼柱の連結方法。
5. The method of connecting steel columns according to claim 4, wherein a temporary stopper of a backing metal fitting for welding is used, in which the handle portion is obliquely projected downward from the lower portion of the rear surface of the contact piece.
JP19880491A 1991-07-11 1991-07-11 How to connect steel columns Expired - Lifetime JPH072279B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19880491A JPH072279B2 (en) 1991-07-11 1991-07-11 How to connect steel columns

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19880491A JPH072279B2 (en) 1991-07-11 1991-07-11 How to connect steel columns

Publications (2)

Publication Number Publication Date
JPH0515996A JPH0515996A (en) 1993-01-26
JPH072279B2 true JPH072279B2 (en) 1995-01-18

Family

ID=16397193

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19880491A Expired - Lifetime JPH072279B2 (en) 1991-07-11 1991-07-11 How to connect steel columns

Country Status (1)

Country Link
JP (1) JPH072279B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1052796A (en) * 1996-08-07 1998-02-24 Narita Koki Kk Weld backing, root gap setting tool, and combining method among backing and column and diaphragm
KR102374296B1 (en) * 2020-11-20 2022-03-16 주식회사 포스코 Connecting sturcture of steel pile and construction method thereof

Also Published As

Publication number Publication date
JPH0515996A (en) 1993-01-26

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