JPH0441072A - Method for mounting diaphragm - Google Patents
Method for mounting diaphragmInfo
- Publication number
- JPH0441072A JPH0441072A JP15068090A JP15068090A JPH0441072A JP H0441072 A JPH0441072 A JP H0441072A JP 15068090 A JP15068090 A JP 15068090A JP 15068090 A JP15068090 A JP 15068090A JP H0441072 A JPH0441072 A JP H0441072A
- Authority
- JP
- Japan
- Prior art keywords
- diaphragm
- sectional material
- welding
- hollow cross
- hole
- 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
Links
- 238000000034 method Methods 0.000 title claims description 8
- 239000000463 material Substances 0.000 claims abstract description 27
- 238000003466 welding Methods 0.000 abstract description 37
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Landscapes
- Rod-Shaped Construction Members (AREA)
- Butt Welding And Welding Of Specific Article (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、角型鋼管柱等の中空断面材の内部にダイアフ
ラムを取付ける方法に係り、特に住宅ユニットの柱等を
形成する際に利用できる。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a method for attaching a diaphragm inside a hollow cross-section member such as a square steel pipe column, and is particularly applicable to forming columns of housing units. .
従来より、ユニット住宅を構成する住宅ユニット等では
、柱と梁との接続部分の強度を高めるために柱の内部に
ダイアフラムを設けることがある。2. Description of the Related Art Conventionally, in housing units and the like constituting a unit house, a diaphragm is sometimes provided inside a column in order to increase the strength of a connection portion between a column and a beam.
このダイアフラムの取付方法としては、第4図に示すよ
うに、ダイアフラム40をマグネット等の治具45で支
持しながら柱43内に配置し、ガス溶接であれば溶接ト
ーチを、アーク溶接であれば溶接棒等を柱43内に入れ
てダイアフラム40の端縁部41の斜めの開先(グルー
プ)部分を溶接する方法か用いられていた。As shown in Fig. 4, the method for installing this diaphragm is to place the diaphragm 40 within a pillar 43 while supporting it with a jig 45 such as a magnet, and use a welding torch for gas welding or a welding torch for arc welding. A method was used in which a welding rod or the like was inserted into the pillar 43 and the diagonal groove (group) portion of the end edge 41 of the diaphragm 40 was welded.
しかしながら、ダイアフラム40を治具45で支持しな
がら溶接作業を行うと、治具45が溶接トーチや溶接棒
等に衝突するなどで邪魔となり、作業性が低いという問
題があった。However, when welding is performed while supporting the diaphragm 40 with the jig 45, the jig 45 collides with the welding torch, welding rod, etc. and becomes an obstacle, resulting in a problem of low workability.
また、治具45を溶接トーチ等に干渉しないようにダイ
アフラム40の反対側に配置することも考えられたが、
その場合には柱43と略同様の長さの治具45が必要と
なり、柱43への出し入れ作業などに手間取り、作業性
が低いという問題があった。It was also considered to arrange the jig 45 on the opposite side of the diaphragm 40 so as not to interfere with the welding torch etc.
In that case, a jig 45 having substantially the same length as the pillar 43 is required, which poses a problem in that it takes time to insert and remove the jig into and out of the pillar 43, and the workability is low.
本発明の目的は、中空断面材の内部にダイアフラムを容
易に取付けることができて作業性を向上できるダイアフ
ラム取付方法を提供することにある。An object of the present invention is to provide a diaphragm attachment method that can easily attach a diaphragm inside a hollow cross-sectional member and improve workability.
本発明のダイアフラム取付方法は、中空断面材の側壁に
貫通孔を形成し、この中空断面材の内部にダイアフラム
を挿入して前記貫通孔の位置に配置し、このダイアフラ
ムを中空断面材の表面側から前記貫通孔を介して中空断
面材に仮付けした後、中空断面材の内部側でダイアプラ
ムを中空断面材に本溶接することを特徴とする。The diaphragm attachment method of the present invention involves forming a through hole in the side wall of a hollow cross-sectional material, inserting a diaphragm into the hollow cross-sectional material and placing it at the position of the through hole, and placing the diaphragm on the surface side of the hollow cross-sectional material. The diaphragm is temporarily attached to the hollow cross-sectional material through the through hole, and then the diaphragm is permanently welded to the hollow cross-sectional material on the inside of the hollow cross-sectional material.
このような本発明においては、ダイアフラムを中空断面
材に形成された貫通孔を介して仮付けしているので、本
溶接の際にはダイアフラムを支持する治具が必要なく、
溶接ト・−チ等が治具に衝突することもなくなり作業性
が向上される。In the present invention, the diaphragm is temporarily attached through the through hole formed in the hollow cross-sectional material, so there is no need for a jig to support the diaphragm during the main welding.
The welding torch, etc. will not collide with the jig, and work efficiency will be improved.
また、ダイアフラムの仮付けは、中空断面材に形成され
た貫通孔を利用しているので中空断面材の表面側から溶
接トーチ等を当てて行え、よってダイアフラムを支持す
る治具と溶接トーチ等とが干渉する二きかないので作業
性が向上され、これらにより前記目的が達成される。In addition, since the diaphragm is temporarily attached using the through hole formed in the hollow cross-section material, it is possible to apply a welding torch, etc. from the surface side of the hollow cross-section material. Since there are no interferences between the two, work efficiency is improved, and the above objective is achieved.
以下、本発明の一実施例を図面に基ついて説明する。 An embodiment of the present invention will be described below with reference to the drawings.
第1図および第2図には、本発明のダイアフラム1が固
定された角型鋼管型の柱2の端部が示されている。1 and 2 show the end of a square steel tube type column 2 to which a diaphragm 1 according to the invention is fixed.
ダイアフラム1は、第3図にも示すように、柱2の内面
に略嵌合するような大きさおよび形状で形成された裏当
てプレート3と、この裏当てプレート3の一面に固定さ
れた溶接プレート4とで構成される。溶接プレート4は
、裏当てプレート3の一面に沿った方向、つまり柱2の
断面方向の寸法1 +、 1 tがそれぞれ裏当てプレ
ート3の寸法L1、L2よりも小さく、つまり一回り小
さく形成されている。但し、厚さt、は裏当てプlノー
ト3の厚さT1よりも厚くされている。As shown in FIG. 3, the diaphragm 1 includes a backing plate 3 formed in a size and shape to approximately fit into the inner surface of the column 2, and a welded plate fixed to one side of the backing plate 3. It consists of plate 4. The welding plate 4 is formed so that the dimensions 1 + and 1 t in the direction along one surface of the backing plate 3, that is, in the cross-sectional direction of the column 2, are smaller than the dimensions L1 and L2 of the backing plate 3, that is, one size smaller. ing. However, the thickness t is thicker than the thickness T1 of the backing notebook 3.
柱2の側壁2Aには、各々貫通孔5が形成されている。Through holes 5 are formed in the side walls 2A of the columns 2, respectively.
この貫通孔5は、ダイアフラムlが設けられる位置、つ
まり柱2の端部から所定長さ離れた位置に形成されてい
る。The through hole 5 is formed at a position where the diaphragm l is provided, that is, at a position a predetermined distance away from the end of the column 2.
また、柱2の端部には、略り字形に折曲された4枚の裏
当て板10か柱2の内面の各角部に合わせて固定され、
この裏当て板10を介して端部プレート11が柱2に溶
接固定されている。Further, at the end of the column 2, four backing plates 10 bent into an abbreviated shape are fixed to each corner of the inner surface of the column 2,
An end plate 11 is welded and fixed to the column 2 via this backing plate 10.
このような本実施例では、裏当てプレート3および溶接
プレート4でダイアフラムlを形成し、このダイアフラ
ムlをマグネット等の治具で支持しながら柱2内の貫通
孔5の部分まで挿入する。In this embodiment, the backing plate 3 and the welding plate 4 form a diaphragm l, and the diaphragm l is inserted into the column 2 up to the through hole 5 while being supported by a jig such as a magnet.
この状態で、柱2の表面側から貫通孔5に溶接トーチや
溶接棒等を当てて裏当てプレート3を柱2に仮付は溶接
する。In this state, the backing plate 3 is temporarily welded to the column 2 by applying a welding torch, welding rod, etc. to the through hole 5 from the front side of the column 2.
次に、ダイアフラム1を支持していた治具を取り外し、
柱2の端部から内部に溶接トーチ等を入れて溶接プレー
ト4、裏当てプレート3および柱2で構成される略し形
の開先12部分を本溶接してダイアフラム1を柱2に固
定する。Next, remove the jig that supported diaphragm 1,
The diaphragm 1 is fixed to the pillar 2 by inserting a welding torch or the like into the end of the pillar 2 and permanently welding the abbreviated groove 12 portion formed by the welding plate 4, the backing plate 3, and the pillar 2.
さらに、端部プレート11を固定する場合には、柱2に
裏当て板10を煮付溶接した後、端部プL7−ト1]を
溶接固定する。Further, when fixing the end plate 11, the backing plate 10 is boiled and welded to the column 2, and then the end plate L7-1] is welded and fixed.
このような本実施例によれば、ダイアフラム1の裏当て
プレート3を柱2の貫通孔5を利用して仮付けしている
ので、ダイアフラム1の本溶接時にはマグネット等のダ
イアフラム1を支持する治具を取り外すことかでき、溶
接トーチ等の邪魔となることがないので溶接作業を容易
にできる。According to this embodiment, the backing plate 3 of the diaphragm 1 is temporarily attached using the through hole 5 of the pillar 2, so when the diaphragm 1 is actually welded, a tool such as a magnet that supports the diaphragm 1 is used. The tool can be removed and does not get in the way of the welding torch, etc., making welding work easier.
また、ダイアフラム1の仮付けも柱2の貫通孔5を利用
して柱2の表面側から行え、治具に干渉されないので作
業性を向上できる。Further, the diaphragm 1 can be temporarily attached from the surface side of the column 2 by using the through hole 5 of the column 2, and there is no interference with the jig, so that work efficiency can be improved.
さらに、裏当てプレート3を仮付けするための貫通孔5
は極めて小さいものでよいので、柱2の強度が低下する
ことがなく、かつ適宜表面を研削仕上げすれば殆ど目立
たなくなり外観を損なうこともない。Furthermore, a through hole 5 for temporarily attaching the backing plate 3 is provided.
Since they can be extremely small, the strength of the pillars 2 will not be reduced, and if the surface is ground and finished as appropriate, they will be hardly noticeable and will not spoil the appearance.
また、ダイアフラム1を裏当てプレート3および溶接プ
レート4で構成したので、特別な加工をしなくとも溶接
プレート3の大きさを適宜選択するだけでルート間隔の
大きさを設定することかできる。すなわち、溶接プレー
ト4の大きさを変えればルート間隔も変更できるので、
必要とする溶接強度等に応じて適宜な大きさの溶接プレ
ート4でダイアフラム1を形成すれば極めて容易にルー
ト間隔を設定できる。Further, since the diaphragm 1 is constructed of the backing plate 3 and the welding plate 4, the size of the root interval can be set by simply selecting the size of the welding plate 3 appropriately without any special processing. In other words, by changing the size of the welding plate 4, the route spacing can also be changed.
If the diaphragm 1 is formed of a welding plate 4 of an appropriate size depending on the required welding strength, etc., the root spacing can be set very easily.
さらに、裏当てプレート3と溶接プレート4とを別体と
したので、従来のようにルート間隔を広げるための切削
加工等が不要となり、ルート間隔に応じて選択された溶
接プレート4の開先加工のみを行えばよいので作業が簡
易となって作業性や生産性を向上できる。Furthermore, since the backing plate 3 and the welding plate 4 are made separate, there is no need for cutting work to widen the root spacing as in the past, and the beveling of the welding plate 4 is selected according to the root spacing. Since it is only necessary to perform the following steps, the work becomes simple and workability and productivity can be improved.
また、裏当てプレート3は柱2の内部に略嵌合されるの
で、溶接時には裏当てとして作用し、裏当て金等を別個
用意する必要がなく、部品点数が少なくなり、その取扱
いも容易となる。In addition, since the backing plate 3 is almost fitted inside the column 2, it acts as a backing plate during welding, and there is no need to prepare a separate backing metal, reducing the number of parts and making it easy to handle. Become.
なお、本発明は前述の実施例に限定されるものではなく
、本発明の目的を達成できる範囲での変形、改良等は本
発明に含まれるものである。It should be noted that the present invention is not limited to the above-mentioned embodiments, and the present invention includes modifications, improvements, etc. within a range that can achieve the purpose of the present invention.
例えば、前記実施例では、ダイアフラムlを裏当てプレ
ート3および溶接プレート4で構成していたが、1枚の
プレートで構成してもよい。但し、2枚のプレートで構
成したほうが、ルート間隔の大きさを容易に設定できる
という利点がある。For example, in the embodiment described above, the diaphragm l was composed of the backing plate 3 and the welding plate 4, but it may be composed of a single plate. However, the configuration with two plates has the advantage that the root spacing can be easily set.
また、貫通孔5は柱1の各面に1つづつ形成していたが
、対向する2面に2つづつ形成するなどでもよ(、要す
るにダイアフラム1を本溶接時に治具で支持する必要が
ないように仮付は溶接できる貫通孔5を形成すればよい
。In addition, although one through hole 5 was formed on each side of the column 1, two through holes 5 may be formed on two opposing sides (in other words, it is necessary to support the diaphragm 1 with a jig during main welding). To prevent this, a through hole 5 that can be welded may be formed for temporary attachment.
さらに、前言己実施例では、溶接プレート4の端部を斜
めに切欠いていわゆるし形の開先12としていたが、例
えばJ形などの他の形状の開先としてもよい。また、裏
当てプレート3に対する溶接プレート4の大きさは、ル
ート間隔や開先深さ等に応じて適宜設定すればよい。Furthermore, in the previous embodiments, the end of the welding plate 4 was cut diagonally to form a so-called diamond-shaped groove 12, but the groove may have another shape, such as a J-shape. Further, the size of the welding plate 4 relative to the backing plate 3 may be appropriately set according to the root spacing, groove depth, and the like.
また、本発明はユニット住宅の柱に限らず、角型あるい
は丸型等の中空断面を備える中空断面材の内部に設けら
れるダイアフラムに広範に利用することができる。なお
、ダイアフラムの形状や大きさは中空断面材の断面形状
や大きさに合わせて形成すればよく、貫通孔は中空断面
材の適宜な箇所に形成すればよい。Further, the present invention is not limited to pillars of unit houses, but can be widely applied to diaphragms provided inside hollow cross-section members having a hollow cross-section, such as square or round shapes. Note that the shape and size of the diaphragm may be formed in accordance with the cross-sectional shape and size of the hollow cross-sectional material, and the through holes may be formed at appropriate locations on the hollow cross-sectional material.
■・・・ダイアフラム、2・・・柱、2A・・・側壁、
3・・・裏当てプレート、4・・・溶接プレート、5・
・・貫通孔、12・・・開先。■...Diaphragm, 2...Column, 2A...Side wall,
3... Backing plate, 4... Welding plate, 5...
...Through hole, 12...Bevel.
Claims (1)
であって、前記中空断面材の側壁に貫通孔を形成し、こ
の中空断面材の内部にダイアフラムを挿入して前記貫通
孔の位置に配置し、このダイアフラムを中空断面材の表
面側から前記貫通孔を介して中空断面材に仮付けした後
、中空断面材の内部側でダイアフラムを中空断面材に本
溶接することを特徴とするダイアフラム取付方法。(1) A method for attaching a diaphragm inside a hollow cross-sectional material, which comprises forming a through hole in the side wall of the hollow cross-sectional material, inserting the diaphragm into the hollow cross-sectional material, and placing it at the position of the through hole. , a diaphragm attachment method characterized in that the diaphragm is temporarily attached to the hollow cross-sectional material from the surface side of the hollow cross-sectional material through the through hole, and then the diaphragm is permanently welded to the hollow cross-sectional material on the inside side of the hollow cross-sectional material. .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15068090A JPH07102453B2 (en) | 1990-06-08 | 1990-06-08 | Diaphragm mounting method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15068090A JPH07102453B2 (en) | 1990-06-08 | 1990-06-08 | Diaphragm mounting method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0441072A true JPH0441072A (en) | 1992-02-12 |
| JPH07102453B2 JPH07102453B2 (en) | 1995-11-08 |
Family
ID=15502125
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15068090A Expired - Lifetime JPH07102453B2 (en) | 1990-06-08 | 1990-06-08 | Diaphragm mounting method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH07102453B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06155019A (en) * | 1992-11-21 | 1994-06-03 | Ota Tetsuken Kogyo:Yugen | Column in steel building |
-
1990
- 1990-06-08 JP JP15068090A patent/JPH07102453B2/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06155019A (en) * | 1992-11-21 | 1994-06-03 | Ota Tetsuken Kogyo:Yugen | Column in steel building |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH07102453B2 (en) | 1995-11-08 |
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