JPH08312005A - Structure of joined part of structural material - Google Patents

Structure of joined part of structural material

Info

Publication number
JPH08312005A
JPH08312005A JP12182895A JP12182895A JPH08312005A JP H08312005 A JPH08312005 A JP H08312005A JP 12182895 A JP12182895 A JP 12182895A JP 12182895 A JP12182895 A JP 12182895A JP H08312005 A JPH08312005 A JP H08312005A
Authority
JP
Japan
Prior art keywords
structural material
joining
metal
joint
degrees
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.)
Withdrawn
Application number
JP12182895A
Other languages
Japanese (ja)
Inventor
Tsutomu Wada
勉 和田
Tameyoshi Wada
為義 和田
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.)
National House Industrial Co Ltd
Original Assignee
National House Industrial 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 National House Industrial Co Ltd filed Critical National House Industrial Co Ltd
Priority to JP12182895A priority Critical patent/JPH08312005A/en
Publication of JPH08312005A publication Critical patent/JPH08312005A/en
Withdrawn legal-status Critical Current

Links

Abstract

PURPOSE: To provide a structure of structural material joined part which is strong and stable in joining strength and easy in joining work, and can accommodate metal fittings and bolts used for joining so as not to disturb the joining work, and can easily join another structural material in a horizontal or vertical direction near a joined part. CONSTITUTION: One of three faces of a cylindrical joining hardware 1 having right-angled isosceles triangle-shaped longitudinal section is horizontally or vertically set, and the end of a structural material 2 is abutted on one of two other faces and tightly attached to that. An inclined face 3 inclining at 45 degrees to the perpendicularity of the joining hardware 1 provided at the end of the structural material 2 on one side, and an inclined face 3 inclining at 45 degrees to the perpendicularity of the joining hardware 1 provided at the end of the structural material 2 on the other side are mutually abutted to join both the inclined faces 3.

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、構造材を接合するため
の技術に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a technique for joining structural materials.

【0002】[0002]

【従来の技術】従来から、壁パネルなどの構造用枠を形
成するに当たっては、例えば、図14のように、Cチャ
ンネルや角型鋼管等の構造材2同士を直角に接合するた
めに構造材2の端部を45度に切断し、45度に切断し
た構造材2の端部同士を突き合わせ、両構造材2にL状
の接続金具40を沿わせ、ねじ具41などにより固着し
て接合していた。
2. Description of the Related Art Conventionally, in forming a structural frame such as a wall panel, for example, as shown in FIG. 14, a structural material such as a C-channel or a square steel pipe is joined at right angles to each other. The end of 2 is cut at 45 degrees, the ends of the structural material 2 cut at 45 degrees are butted against each other, L-shaped connecting metal fittings 40 are placed along both structural materials 2, and they are fixed and joined with a screw tool 41 or the like. Was.

【0003】ところが、上記のような構造材2の接合に
おいては、45度に傾斜した部分の当接部(図14にお
いてXで示す)では直接接合がなされておらず、接合強
度が弱いという問題があり、またL状の接続金具40を
構造材にねじ具41で固着するので、構造材2の外面に
ねじ具41の頭部が露出するという問題があり、更に、
このようにして接続した構造材2同士の接合部に更に他
の構造材を接合しようとしても、上記ねじ具41やL状
の接続金具40が邪魔になってしまうという問題があ
る。
However, in the joining of the structural members 2 as described above, the abutting portion (indicated by X in FIG. 14) of the portion inclined at 45 degrees is not directly joined, and the joining strength is weak. In addition, since the L-shaped connection fitting 40 is fixed to the structural material with the screw tool 41, there is a problem that the head of the screw tool 41 is exposed on the outer surface of the structural material 2.
Even if an attempt is made to join another structural material to the joint portion between the structural materials 2 connected in this way, there is a problem that the screw tool 41 and the L-shaped connecting fitting 40 become an obstacle.

【0004】また、Cチャンネルや角型鋼管等の構造材
の端部同士を直接溶接により接合することも行われてい
る。しかしながら、長尺の構造材の端部同士を突き合わ
せて直接溶接するのは施工精度が悪く、コスト、耐力の
面で問題がある。特にCチャンネルや角状鋼管等の構造
材の突き合わせ部分が幅方向に少しでもずれていると、
突き合わせ部分の接触面積が小さくなり、接合強度が安
定しないという問題がある。更に、構造材を組み合わせ
て壁パネルの構造用枠を工場で形成したとしても、壁パ
ネルの構造用枠同士を接合する際に溶接で接合する場合
は、現場施工となるため、施工精度、施工性の面でいっ
そう問題がある。
In addition, the ends of structural materials such as C-channels and square steel pipes are also joined directly by welding. However, if the ends of a long structural material are butted against each other and directly welded, the construction accuracy is poor, and there are problems in terms of cost and yield strength. Especially when the abutting parts of structural materials such as C-channels and square steel pipes are slightly displaced in the width direction,
There is a problem that the contact area of the butted portions becomes small and the bonding strength is not stable. Furthermore, even if the structural frame of the wall panel is formed in the factory by combining the structural materials, if welding is performed when the structural frames of the wall panels are joined together, they will be on-site construction. There are more problems in terms of sex.

【0005】[0005]

【発明が解決しようとする課題】本発明は上記の従来例
の問題点に鑑みて発明したものであって、その目的とす
るところは、接合強度が強いと共に安定し、接合作業が
容易になり、接合に使用する金具やボルト等が邪魔にな
らないように納めることができ、接合部付近において更
に水平又は垂直方向に別の構造材を接合することも容易
となる構造材接合部の構造を提供するにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned problems of the prior art. The purpose of the present invention is that the bonding strength is strong and stable, and the bonding work becomes easy. , The structure of the structural material joint that can be accommodated so that the metal fittings and bolts used for joining can be kept out of the way and that it is easy to further join another structural material in the horizontal or vertical direction near the joint There is.

【0006】[0006]

【課題を解決するための手段】本発明の構造材接合部の
構造は、縦断面直角二等辺三角形状の筒状の接合金物1
の3面のうち1面を水平又は垂直にし且つ他の2面のう
ち一方に構造材2の端部を当接して固着し、一方の構造
材2の端部に設けた接合金物1の垂直に対して45度に
傾斜した斜面3と、他方の構造材2の端部に設けた接合
金物1の垂直に対して45度に傾斜した斜面3とを当接
して両斜面3を接合して成るものである。
The structure of the joint portion of the structural material according to the present invention is a cylindrical joint metal article 1 having an isosceles right triangle in a vertical cross section.
One of the three surfaces is horizontal or vertical, and one end of the other two surfaces is abutted and fixed to the end of the structural material 2, and the vertical of the joint metal 1 provided at the end of the one structural material 2. And the slope 3 inclined at 45 degrees with respect to the vertical of the joint metal 1 provided at the end of the other structural member 2 are contacted to each other to join the slopes 3 together. It consists of

【0007】また、両斜面3に断面U字状をした接合金
具4を嵌め込んで接合することも好ましい。また、構造
材2を直交して接合するものにおいて、一方の構造材2
に接合する縦断面直角二等辺三角形状の筒状の接合金物
1を他方の構造材2に接合する縦断面直角二等辺三角形
状の筒状の接合金物1よりも大型とし、大型の接合金物
1aの45度に傾斜した斜面3の一部を構造材2の先端
から構造材2の長手方向に対して135度の開き角度で
突出させて接合用突出傾斜部3aとし、該接合用突出傾
斜部の垂直に対して45度に傾斜した斜面3と、他方の
構造材2の端部に設けた接合金物1の垂直に対して45
度に傾斜した斜面3とを当接して両斜面3を接合するこ
とも好ましい。
It is also preferable that fitting members 4 having a U-shaped cross section are fitted on both slopes 3 for joining. In the case where the structural materials 2 are joined at right angles, one of the structural materials 2
A large-sized joint metal 1a is made larger than the cylindrical joint metal 1 having a right-angled isosceles triangle triangular cross-section to be joined to the other structural member 2 A part of the inclined surface 3 inclined at 45 degrees is protruded from the tip of the structural material 2 at an opening angle of 135 degrees with respect to the longitudinal direction of the structural material 2 to form a protruding projection inclined portion 3a for connection. Of the inclined surface 3 which is inclined at 45 degrees with respect to the vertical direction, and 45 with respect to the vertical direction of the metal fitting 1 provided at the end of the other structural member 2.
It is also preferable to contact the inclined surface 3 that is inclined at an angle and join the both inclined surfaces 3.

【0008】[0008]

【作用】しかして、上記のような本発明によれば、縦断
面直角二等辺三角形状の筒状の接合金物1を構造材2の
端部を当接して固着し、一方の構造材2の端部に設けた
接合金物1の垂直に対して45度に傾斜した斜面3と、
他方の構造材2の端部に設けた接合金物1の垂直に対し
て45度に傾斜した斜面3とを当接して両斜面3を接合
することで、構造材2に作用する上下方向、左右方向の
荷重を両構造材2の接合部分においては45度に傾斜し
た面で受けることになり、接合部の接合強度が強固で且
つ安定することになる。そして、接合金物1が縦断面直
角二等辺三角形状の筒状であるから、接合金物1の垂直
に対して45度に傾斜した斜面3同士を当接して接合す
るに当たり、接合金物1内の空所を利用して両斜面3同
士を接合する接合金具4やボルト6等を納めることがで
きる。この場合、垂直に対して45度に傾斜した斜面3
同士を接合するので、接合面の長さが長くなり、接合作
用が容易に行えることになる。そして、縦断面直角二等
辺三角形状の接合金物を用いることで、仕口部の形状が
構造力学上理想的な三角形となり、接合部の強度を強く
できるものである。また、構造材2の接合部分の付近に
おいて別の構造材2を垂直方向又は水平方向に接合する
場合には、縦断面直角二等辺三角形状の筒状の接合金物
1の水平又は垂直にした面を利用して接合でき、この場
合、前述の斜面3同士を接合している接合部分と異なる
辺に接合するため、支障なく接合できることになる。
According to the present invention as described above, however, the cylindrical metal fitting 1 having a right-angled isosceles triangular cross section is fixed by abutting the ends of the structural material 2 to each other. A slope 3 which is inclined at 45 degrees with respect to the vertical of the metal fitting 1 provided at the end,
By contacting the slope 3 inclined at 45 degrees with respect to the vertical of the joining metal piece 1 provided at the end of the other structural member 2 and joining both slopes 3, the vertical direction acting on the structural member 2 The load in the directional direction is received by the surfaces inclined at 45 degrees in the joint portion of both structural materials 2, and the joint strength of the joint portion is strong and stable. Since the metal joint 1 has a tubular shape with an isosceles right triangle in a vertical cross section, when the slopes 3 inclined at 45 degrees with respect to the vertical direction of the metal joint 1 are brought into contact with each other and bonded, the space inside the metal joint 1 is reduced. It is possible to house the joint metal fitting 4, the bolt 6 and the like for joining the slopes 3 to each other by using a place. In this case, the slope 3 inclined at 45 degrees to the vertical
Since they are joined to each other, the length of the joining surface becomes long and the joining action can be easily performed. Then, by using a metal joint having an isosceles right triangle in a vertical cross section, the shape of the joint becomes an ideal triangle in terms of structural mechanics, and the strength of the joint can be increased. When another structural material 2 is joined vertically or horizontally in the vicinity of the joined portion of the structural material 2, a horizontal or vertical surface of the tubular metal fitting 1 having a vertical cross section of an isosceles right triangle. Can be used for joining, and in this case, the slopes 3 are joined to the sides different from the joining part where they are joined, so that they can be joined without any trouble.

【0009】そして、両斜面3に断面U字状をした接合
金具4を嵌め込んで接合するものにおいては、断面U字
状の接合金具4を両斜面3に嵌め込むという簡単な作業
で両斜面3の接合が確実にできることになる。また、構
造材2を直交して接合するものにおいて、一方の構造材
2に接合する縦断面直角二等辺三角形状の筒状の接合金
物1を他方の構造材2に接合する縦断面直角二等辺三角
形状の筒状の接合金物1よりも大型とし、大型の接合金
物1aの45度に傾斜した斜面3の一部を構造材2の先
端から構造材2の長手方向に対して135度の開き角度
で突出させて接合用突出傾斜部3aとし、該接合用突出
傾斜部の垂直に対して45度に傾斜した斜面3と、他方
の構造材2の端部に設けた接合金物1の垂直に対して4
5度に傾斜した斜面3とを当接して両斜面3を接合する
ものにおいては、斜面3を当接して接合するという基本
的な技術を踏まえながら、大型の接合金物1aを使用す
ることで、コーナ部分の強度を向上させることができる
ものである。
Then, in the case where the joining metal fittings 4 having a U-shaped cross section are fitted to the both slopes 3 to join the two, the simple work of fitting the joining metal fittings 4 having the U-shaped cross section to the both slopes 3 is performed. It will be possible to surely perform the joining of No. 3. Further, in the case of joining the structural materials 2 at right angles, an isosceles right-angled vertical cross-section that is joined to one structural material 2 is a rectangular-shaped isosceles vertical cross-section that is joined to the other structural material 2. It is made larger than the triangular tubular metal fitting 1 and a part of the slope 3 inclined at 45 degrees of the large metal fitting 1a is opened from the tip of the structural material 2 by 135 degrees with respect to the longitudinal direction of the structural material 2. The projecting inclined portion 3a for joining is projected at an angle, and the inclined surface 3 inclined at 45 degrees with respect to the vertical direction of the projecting inclined portion for joining and the joining metal object 1 provided at the end of the other structural member 2 are perpendicular to each other. To 4
In the case of joining both slopes 3 by abutting the slope 3 inclined at 5 degrees, by using the large-sized joint metal 1a while taking into consideration the basic technique of contacting the slope 3 and joining, The strength of the corner portion can be improved.

【0010】[0010]

【実施例】本発明を以下添付図面に示す実施例に基づい
て詳述する。図1乃至図8には本発明の一実施例が示し
てある。接合金物1は縦断面直角二等辺三角形状の筒状
をしている。ここで、この実施例においては直角二等辺
三角形の底辺から直角となった角部までの高さH1 が構
造材2の幅H2 に同じ又はほぼ等しくしてある。構造材
2は断面四角形状をした角型鋼管、Cチャンネル、H型
鋼等の鋼製の長尺材であり、長手方向の端部を構造材2
の長手方向に対して45度に切断してある。そしてこの
45度に切断した構造材2の端部に接合金物1の直角を
はさむ2面のうちの1面を当接し、溶接等の固着手段に
より固着してある。ここで、垂直材又は水平材となる構
造材2の端部に接合金物1を当接して溶接等で固着する
に当たり、接合金物1の3面のうち直角をはさむ2面以
外の残りの1面が水平又は垂直となり且つ構造材2の外
面と面一又はほぼ面一となるように固着する。角型鋼
管、Cチャンネル、H型鋼等の構造材2の45度に切断
した端部に接合金物1を当接して溶接する場合、接合金
物1の45度に傾斜した面を当接して溶接するので、角
型鋼管、Cチャンネル、H型鋼等の構造材2の切断端部
との接触面積を確実に確保できて確実な溶接が可能とな
る。このようにして垂直材又は水平材となる構造材2の
端部に接合金物1を固着することで、接合金物1の直角
をはさむ2面のうち構造材2と固着しない方の面が垂直
に対して45度に傾斜した斜面3となるものである。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in detail below with reference to the embodiments shown in the accompanying drawings. 1 to 8 show an embodiment of the present invention. The metal joint 1 has a tubular shape with an isosceles right triangle in a vertical cross section. Here, in this embodiment, the height H 1 from the base of the right-angled isosceles triangle to the angled corner is equal to or substantially equal to the width H 2 of the structural member 2. The structural member 2 is a long member made of steel such as a square steel pipe having a quadrangular cross section, a C-channel, and an H-shaped steel.
Is cut at 45 degrees to the longitudinal direction. Then, one of the two surfaces sandwiching the right angle of the metal joint 1 is brought into contact with the end of the structural member 2 cut at 45 degrees, and is fixed by a fixing means such as welding. Here, when the joining metal piece 1 is brought into contact with the end of the structural material 2 which is a vertical material or a horizontal material and is fixed by welding or the like, the remaining one surface of the three surfaces of the joining metal material 1 other than the two surfaces sandwiching the right angle Are horizontal or vertical and are fixed so as to be flush or nearly flush with the outer surface of the structural material 2. When the weld metal 1 is brought into contact with and welded to the end of the structural material 2 such as a square steel pipe, C channel, or H-shaped steel cut at 45 °, the welded face of the weld metal 1 is inclined at 45 ° and welded. Therefore, the contact area with the cut end of the structural material 2 such as the square steel pipe, the C channel, and the H steel can be reliably ensured, and reliable welding can be performed. In this way, by fixing the metal joint 1 to the end of the structural material 2 that is a vertical material or a horizontal material, the surface of the two surfaces sandwiching the right angle of the metal joint 1 that is not fixed to the structural material 2 becomes vertical. On the other hand, the slope 3 is inclined at 45 degrees.

【0011】上記のように端部に接合金物1を設けた構
造材2を接合するには構造材2を直角に接合する場合
と、構造材2同士を水平方向又は垂直方向に一直線に接
合する場合とがある。直角に接合する場合には、一方の
構造材2に対して他方の構造材2を垂直にし、他方の構
造材2を水平にし、両構造材2の先端に設けた縦断面直
角二等辺三角形状の接合金物1の垂直に対して45度に
傾斜した斜面3同士を当接し、両斜面3同士を接合手段
により接合するものである。水平方向又は垂直方向に接
合する場合には、両構造材2とも水平にするか、又は両
構造材2とも垂直にし、両構造材2の先端に設けた縦断
面直角二等辺三角形状の接合金物1の垂直に対して45
度に傾斜した斜面3同士を当接し、両斜面3同士を接合
手段により接合するものである。
As described above, in order to join the structural material 2 having the joining metal piece 1 at the end, the structural material 2 is joined at a right angle and the structural materials 2 are joined in a straight line in the horizontal or vertical direction. There are cases. When joining at right angles, the other structural member 2 is made vertical with respect to one structural member 2, the other structural member 2 is made horizontal, and an isosceles right triangle with a vertical cross section provided at the tips of both structural members 2. The slanted surfaces 3 inclined at 45 degrees with respect to the vertical direction of the joining hardware 1 are brought into contact with each other, and both slanted surfaces 3 are joined by the joining means. In the case of joining in the horizontal direction or the vertical direction, both structural materials 2 are horizontal, or both structural materials 2 are vertical, and a vertical cross-section isosceles triangle-shaped joining metal piece provided at the tip of both structural materials 2 45 for 1 vertical
The inclined surfaces 3 that are inclined at an angle are brought into contact with each other, and the inclined surfaces 3 are joined together by a joining means.

【0012】接合手段としては例えばボルト6が採用で
きる。この場合、縦断面二等辺三角形の筒状の接合金物
1の内部の空所を利用して容易にボルト6の挿入、ボル
ト6を締め付ける作業ができることになる。図8には接
合手段の他の実施例が示してあり、この実施例において
は、断面U字状をした接合金具4が接合手段となってい
る例であり、断面U字状をした接合金具4を両斜面3に
無理嵌めにより嵌め込んで接合するものである。この場
合、図8(a)のように両斜面3に接合金具4の幅と同
じ幅の切欠部12を形成し、断面U字状をした接合金具
4を両斜面3に嵌め込んだ際に接合金具4の折り曲げ基
部を切欠部12に嵌め込むことで接合金具4が両斜面3
に対して図8(b)の矢印方向に動かないように規制す
ることができて両接合金物1の接合が嵌め込みという簡
単が手段で確実に行えることになる。また、切欠部12
に断面U字状をした接合金具4の折り曲げ基部を嵌め込
むことで、接合金具4が接合金物1から突出しないよう
にでき、筒状の接合金物1内の空所に接合金具4を納め
ることができる。
As the joining means, for example, the bolt 6 can be adopted. In this case, it is possible to easily insert the bolt 6 and tighten the bolt 6 by utilizing the space inside the tubular metal fitting 1 having an isosceles triangular cross section. FIG. 8 shows another embodiment of the joining means. In this embodiment, the joining fitting 4 having a U-shaped cross section is an example of the joining means, and the joining fitting having a U-shaped cross section. 4 is fitted into both slopes 3 by force fitting and joined. In this case, as shown in FIG. 8A, when the notch 12 having the same width as the width of the fitting 4 is formed on both slopes 3 and the fitting 4 having a U-shaped cross section is fitted on the slopes 3, By fitting the bent base portion of the joining metal fitting 4 into the cutout portion 12, the joining metal fitting 4 can be formed on both slopes 3
On the other hand, it can be regulated so as not to move in the direction of the arrow in FIG. 8 (b), and the simple joining of the two metal fittings 1 by fitting can be surely performed by means. Also, the notch 12
By inserting the bent base of the joining metal fitting 4 having a U-shaped cross section into the fitting fitting 4, the fitting metal fitting 4 can be prevented from protruding from the fitting metal fitting 1, and the fitting metal fitting 4 can be stored in the void in the tubular fitting fitting 1. You can

【0013】ところで、両接合金物1の接合に当たり、
上記のように斜面3同士を当接して接合するので構造材
2の幅よりも接合距離が長くなり(ほぼ1.4倍の長さ
となり)、接合が容易となり、また、接合に当たって、
例えば、ボルト6による接合箇所を増やすことが可能と
なったり、あるいは、図8(a)のLで示す接合金具4
の幅を長く取ることが可能となり、接合強度を向上させ
ることができるものである。ボルト6による接合の場
合、ボルト6は、該ボルト6の挿入側と反対側の斜面3
に設けたねじ孔やナット等の雌ねじ部11に螺合するこ
とになる。ナットを用いる場合には斜面3に固着してな
くてもよいが、斜面3に溶接してあってもよい。
By the way, when joining the two metal fittings 1,
Since the slopes 3 are brought into contact with each other to be joined as described above, the joining distance is longer than the width of the structural material 2 (approximately 1.4 times the length), the joining is facilitated, and, in joining,
For example, it is possible to increase the number of joints by the bolts 6, or the joint fitting 4 shown by L in FIG.
It is possible to increase the width of the joint and improve the joint strength. In the case of joining with the bolt 6, the bolt 6 has a slope 3 on the side opposite to the insertion side of the bolt 6.
It will be screwed into a female screw portion 11 such as a screw hole or a nut provided in the. When a nut is used, it may not be fixed to the slope 3, but may be welded to the slope 3.

【0014】上記のようにして構造材2の端部に接合金
物1を設けて構造材2同士を接合して壁パネルの構造用
枠15が形成される。この壁パネルの構造用枠15はあ
らかじめ工場で形成してもよく、あるいは現場施工で形
成してもよい。壁パネルの構造用枠15には工場あるい
は現場で面板(図示せず)が取着されて壁パネルが構成
される。
As described above, the metal fitting 1 is provided at the end of the structural material 2 and the structural materials 2 are bonded to each other to form the structural frame 15 of the wall panel. The structural frame 15 of the wall panel may be preformed in the factory or may be formed in the field. A face plate (not shown) is attached to the structural frame 15 of the wall panel at a factory or on site to form the wall panel.

【0015】図4、図5には直線状に構造材2を接続す
る接続部分に位置する接合金物1の3面のうち直角を挟
んで隣合う2面以外の面から連結片16を直角となった
角部と反対方向に向けて突設し、この連結片16に支柱
取付け部17とブレース取付け部18とを設け、図4の
ように上下に対向する連結片16の支柱取付け部17に
中間支柱19の両端部をボルトのような固着具により取
付け、また、ブレース取付け部18にブレース20の端
部を取付けるようにしてある。このようにすることで、
形成される壁パネルの構造用枠15の強度を補強でき、
しかも、この補強に当たり、連結片16を有する接合金
物1を用いることで、中間支柱19とブレース20とを
簡単に取付けることができる。上記実施例では接合金物
1から連結片16を突設して、この連結片16に中間支
柱19やブレース20を取付けた例を示したが、接合金
物1に連結片16を突設することなく、接合金物1の水
平又は垂直となった面に中間支柱1やブレース20を直
接あるいは連結金具を介してボルトなどで取付けるよう
にしてもよい。
In FIG. 4 and FIG. 5, the connecting piece 16 is formed as a right angle from the surfaces other than the adjacent two surfaces of the three surfaces of the metal fitting 1 located at the connection portion for connecting the structural material 2 linearly. The column mounting portion 17 and the brace mounting portion 18 are provided on the connecting piece 16 so as to project in the direction opposite to the bent corner portion, and the column mounting portion 17 of the connecting piece 16 facing vertically as shown in FIG. Both ends of the intermediate column 19 are attached by fasteners such as bolts, and the ends of the brace 20 are attached to the brace attachment portion 18. By doing this,
The strength of the structural frame 15 of the formed wall panel can be reinforced,
Moreover, for this reinforcement, the intermediate support 19 and the brace 20 can be easily attached by using the metal joint 1 having the connecting piece 16. In the above embodiment, the connecting piece 16 is projected from the metal joint 1 and the intermediate column 19 and the brace 20 are attached to the connecting piece 16. However, the connecting piece 16 is not protruded from the metal joint 1. The intermediate support column 1 and the brace 20 may be attached to the horizontal or vertical surface of the joint metal 1 by bolts or the like directly or through a connecting fitting.

【0016】次に、本発明の他の実施例を図9乃至図1
2に基づいて説明する。この実施例においては、構造材
2を直交して接合するものにおいて、一方の構造材2に
接合する縦断面直角二等辺三角形状の筒状の接合金物1
を他方の構造材2に接合する縦断面直角二等辺三角形状
の筒状の接合金物1よりも大型のものを使用してある。
この大型の接合金物1aの45度に傾斜した斜面3の一
部を構造材2の先端から構造材2の長手方向に対して1
35度の開き角度(図10においてαで示す角度が13
5度)で突出させて接合用突出傾斜部3aとしてある。
ここで、大型の接合金物1aは前述の実施例で用いた接
合金物1の2倍の大きさのものであり、直角二等辺三角
形の直角をはさむ辺の長H3 が構造材2の幅H2 の2倍
又は略2倍の長さとなっている。そして、一方、他方の
構造材2には前述の実施例と同様の大きさの縦断面直角
二等辺三角形状の筒状の接合金物1が接合してある(つ
まり直角二等辺三角形の底辺から直角となった角部まで
の高さH1 が構造材2の幅H2 に同じ又はほぼ等しくし
てある)。そして一方の構造材1の端部に設けた大型の
接合金物1aの接合用突出傾斜部3aの垂直に対して4
5度に傾斜した斜面3と、他方の構造材2の端部に設け
た接合金物1の垂直に対して45度に傾斜した斜面3と
を当接して両斜面3を前述の実施例と同様にボルト6や
接合金具4により接合するものである。ここで、大型の
接合金物1aは該縦断面直角二等辺三角形状の大型の接
合金物1aを更に2等分して2つの直角二等辺三角形状
に区分けするように斜材部9が設けてあり、この斜材部
9を設けることでコーナ部分の強度を向上させることが
できる。
Next, another embodiment of the present invention will be described with reference to FIGS.
It will be described based on 2. In this embodiment, in the case of joining the structural materials 2 at right angles, a tubular joining metal article 1 having an isosceles right triangle having a vertical cross section to be joined to one of the structural materials 2
Is used to join the other structural member 2 with a larger size than the tubular joint metal 1 having an isosceles right triangle having a vertical cross section.
A part of the slope 3 inclined at 45 degrees of the large-sized joint metal 1a is removed from the tip of the structural member 2 by 1 with respect to the longitudinal direction of the structural member 2.
The opening angle of 35 degrees (the angle indicated by α in FIG. 10 is 13
It is made to protrude at 5 degrees) to form the protruding protrusion for joining 3a.
Here, the large-sized joint metal 1a is twice as large as the joint metal 1 used in the above-mentioned embodiment, and the length H 3 of the right-angled isosceles triangle that sandwiches the right angle is the width H of the structural material 2. It is twice or almost twice as long as 2. On the other hand, the other structural member 2 is joined with a cylindrical metal fitting 1 having the same size as that of the above-described embodiment and having a vertical cross section of an isosceles right triangle (that is, a right angle from the base of the right isosceles triangle). The height H 1 up to the corner is equal to or almost equal to the width H 2 of the structural material 2). Then, with respect to the vertical direction of the joining protruding inclined portion 3a of the large joining metal piece 1a provided at the end portion of one of the structural members 4,
The slope 3 inclined at 5 degrees and the slope 3 inclined at 45 degrees with respect to the vertical direction of the joint metal 1 provided at the end of the other structural member 2 are brought into contact with each other so that both slopes 3 are the same as in the above-described embodiment. It is joined with the bolt 6 and the joint fitting 4. Here, the large metal joint 1a is provided with a diagonal member 9 so as to divide the large metal joint 1a having a right-angled isosceles triangular cross section into two equal isosceles right triangles. By providing this diagonal member portion 9, the strength of the corner portion can be improved.

【0017】ここで、縦断面直角二等辺三角形状の接合
金物1又は大型の接合金物1aは鋳造あるいはL型材に
プレートを溶接したり、あるいはT型材にプレートを溶
接したりして形成してある。ところで、上記のような構
成の壁パネルの構造用枠15は別の構造材と接合金物1
(又は大型の接合金物1a)の垂直面、又は水平面を利
用して接合することができる。図6、図7、図12には
壁パネルの構造用枠15を別の構造材である梁21に接
合する例を示している。すなわち、梁21の上下に位置
する壁パネルの構造用枠15の接合金物1(又は大型の
接合金物1a)の水平な面に梁21の上下のフランジ片
22を当ててボルトのような固着具23により固着する
ものである。
Here, the joint metal 1 having a right-angled isosceles triangular cross section or the large metal joint 1a is formed by casting, welding a plate to an L-shaped material, or welding a plate to a T-shaped material. . By the way, the structural frame 15 of the wall panel having the above-described configuration is different from the structural material and the joint metal 1
(Or the large-sized joining metal 1a) can be joined by utilizing the vertical plane or the horizontal plane. 6, 7 and 12 show an example in which the structural frame 15 of the wall panel is joined to the beam 21 which is another structural material. That is, the upper and lower flange pieces 22 of the beam 21 are applied to the horizontal surfaces of the metal joint 1 (or the large metal joint 1a) of the structural frame 15 of the wall panel located above and below the beam 21, and a fixing tool such as a bolt is attached. It is fixed by 23.

【0018】また、図示を省略しているが、左右方向又
は上下方向に隣合う壁パネルの構造用枠15同士を直接
接合する場合には、接合金物1(又は大型の接合金物1
a)の垂直な面同士又は水平な面同士を当接させてボル
トのような固着具23により固着することができる。ま
た、左右方向又は上下方向に隣合う壁パネルの構造用枠
15同士を連結金具を介して接合する場合には、接合金
物1(又は大型の接合金物1a)の垂直な面の間に箱状
又はコ字状の連結金具を介在し、連結金具の垂直な面
(又は水平な面)と接合金物1(又は大型の接合金物1
a)の垂直な面(又は水平な面)とを当接してかボルト
のような固着具23により固着することができる。ま
た、壁パネルの構造用枠15を柱に連結する場合には、
柱の垂直な面に接合金物1の垂直な面を当接してボルト
のような固着具23により固着することができる。
Although not shown, in the case where the structural frames 15 of the wall panels adjacent to each other in the left-right direction or the vertical direction are directly joined, the metal joint 1 (or the large metal joint 1)
The vertical surfaces or horizontal surfaces of a) can be brought into contact with each other and fixed by a fixing tool 23 such as a bolt. In addition, when the structural frames 15 of the wall panels adjacent to each other in the left-right direction or the up-down direction are joined via the connecting metal fittings, a box shape is formed between the vertical surfaces of the joined metal piece 1 (or the large-sized metal piece 1a). Or, a vertical surface (or a horizontal surface) of the connecting metal fitting and a metal fitting 1 (or a large metal fitting 1 through a U-shaped metal fitting).
It can be fixed by abutting the vertical surface (or horizontal surface) of a) by a fastener 23 such as a bolt. When connecting the structural frame 15 of the wall panel to the pillar,
The vertical surface of the metal joint 1 can be brought into contact with the vertical surface of the column and fixed by a fixing tool 23 such as a bolt.

【0019】いずれにせよ、壁パネルの構造用枠15を
別の構造部材に直接又は連結金物を介して連結する場
合、壁パネルの構造用枠15を形成する際に構造材2の
端部の接合金物1同士(又は大型の接合金物1aと接合
金物1)を接合するのに用いたボルトや接合金具に邪魔
されることなく縦断面直角二等辺三角形の筒状の接合金
物1(又は大型の接合金物1a)の水平な面又は垂直な
面を用いて固着具23により別の構造部材に直接又は連
結金物を介して連結することができるものである。
In any case, when the structural frame 15 of the wall panel is connected to another structural member directly or through a connecting metal member, when the structural frame 15 of the wall panel is formed, the end portion of the structural material 2 is The tubular metal fitting 1 (or the large metal fitting 1 (or the large metal fitting 1a and the large metal fitting 1) that has a longitudinal cross section of an isosceles right triangle without being interfered by the bolts and the metal fittings used for joining the metal fittings 1 (or the large metal fitting 1a and the metal fitting 1) By using the horizontal surface or the vertical surface of the metal joint 1a), it is possible to connect to another structural member directly or via the metal joint by the fastener 23.

【0020】上記実施例では構造材2の接合に当たって
接合金物1を2個又は接合金物1と大型の接合金物1a
用いた例を示したが、図13(a)(b)のように接合
金物1を3個用いてもよい。なお、構造用枠15の途中
に図9、図10のように接合金具1を介在して溶接によ
り固着し(つまり構造材15を複数に分割してその間に
接合金具1を介在した溶接により固着し)、この接合金
具1の水平又は垂直部分を梁21その他の別の構造材を
図12のように固着するようにしてもよい。
In the above embodiment, when the structural material 2 is joined, two pieces of the joining piece 1 or the joining piece 1 and the large joining piece 1a are joined together.
Although the example of use is shown, three pieces of the joining metal piece 1 may be used as shown in FIGS. 13 (a) and 13 (b). It should be noted that, as shown in FIGS. 9 and 10, the metal fitting 1 is interposed in the middle of the structural frame 15 and fixed by welding (that is, the structural material 15 is divided into a plurality of parts and the metal fitting 1 is interposed between the structural materials 15 and fixed by welding. However, the horizontal or vertical portion of the joining fitting 1 may be fixed to the beam 21 or another structural member as shown in FIG.

【0021】ところで、縦断面直角二等辺三角形をした
筒状の接合金物1を先端部に設けた構造材1同士を図6
の右半分に示すように直接状に接続する場合、図11に
示すように一方の構造材1の端部に設けた大型の接合金
物1aの接合用突出傾斜部3aの垂直に対して45度に
傾斜した斜面3と、他方の構造材2の端部に設けた接合
金物1の垂直に対して45度に傾斜した斜面3とを当接
して両斜面3を前述の実施例と同様にボルト6や接合金
具4により接合する場合においては、ボルト6によって
接合する際、一方のボルト6は矢印イ方向から挿入作業
を行い、また、他方のボルト6は矢印ロ方向から挿入作
業を行うことで縦断面直角二等辺三角形をした筒状の接
合金物1内の空所を有効利用して複数のボルト6による
接合作業が容易にできるものである。
By the way, FIG. 6 shows structural members 1 each having a cylindrical joint metal 1 having an isosceles right-angled triangle in a vertical cross section and provided at the tip thereof.
In the case of direct connection as shown in the right half of FIG. 11, as shown in FIG. 11, 45 ° with respect to the vertical direction of the projecting inclined portion 3a for joining of the large joining metal piece 1a provided at the end of one structural material 1 The inclined surface 3 inclined with respect to the vertical direction of the metal fitting 1 provided at the end of the other structural member 2 is contacted with the inclined surface 3 by 45 degrees, and both inclined surfaces 3 are bolted in the same manner as in the above-described embodiment. When joining with 6 or the joining metal fitting 4, when joining with the bolts 6, one bolt 6 is inserted in the direction of arrow a, and the other bolt 6 is inserted in the direction of arrow b. It is possible to facilitate the joining work with the plurality of bolts 6 by effectively utilizing the space inside the tubular joining metal piece 1 having an isosceles right triangle in a vertical cross section.

【0022】[0022]

【発明の効果】本発明の請求項1記載の発明にあって
は、上述のように、縦断面直角二等辺三角形状の筒状の
接合金物の3面のうち1面を水平又は垂直にし且つ他の
2面のうち一方に構造材の端部を当接して固着し、一方
の構造材の端部に設けた接合金物の垂直に対して45度
に傾斜した斜面と、他方の構造材の端部に設けた接合金
物の垂直に対して45度に傾斜した斜面とを当接して両
斜面を接合してあるので、各構造材に加わる上下、左右
方向の荷重を構造材同士の接合部分においては45度に
傾斜した接合金物の斜面で受けることになり、接合部分
の強度が強固で且つ安定した接合ができるものであり、
また、接合金物は縦断面直角二等辺三角形状の筒状なの
で、接合金物同士を接合するに当たり、接合金物内の空
所を利用して接合すると共に両斜面同士を連結する接合
金具やボルト等を納めることができるものであり、ま
た、垂直に対して45度に傾斜した斜面同士を接合する
ので、接合面の長さが長くなり、接合作用が容易に行え
るものであって、特に、断面が小さい構造材に有効であ
り、また、縦断面直角二等辺三角形状の接合金物を用い
ているので、仕口部の形状が構造力学上理想的な三角形
となり、接合部の強度を強くできるものであり、また、
縦断面直角二等辺三角形状の筒状の接合金物の3面のう
ち1面を水平又は垂直にしてあるので、構造材の接合部
分の付近において別の構造材を垂直方向又は水平方向に
接合する場合に、縦断面直角二等辺三角形状の筒状の接
合金物の水平又は垂直にした面を利用して接合できるも
のであり、この場合、接合金物の斜面同士を接合してい
る接合部分と異なる辺に別の構造材を接合するため、別
の構造材を支障なく接合できるものである。
As described above, according to the first aspect of the present invention, one of the three surfaces of a cylindrical metal fitting having an isosceles right-angled triangular cross section is made horizontal or vertical, and The end of the structural material is abutted and fixed to one of the other two surfaces, and the inclined surface inclined at 45 degrees with respect to the vertical direction of the joint metal provided on the end of the one structural material and the other structural material. Since both slopes are joined by abutting a slope inclined at 45 degrees with respect to the vertical of the metal fitting provided at the end, the vertical and horizontal loads applied to each structural member are applied to the structural members. In the above, since it is received by the slope of the metal joint inclined at 45 degrees, the strength of the joint is strong and stable joint can be achieved.
In addition, since the joint metal is a tubular shape with an isosceles right triangle in a vertical cross section, when joining the metal joints, the metal fittings and bolts etc. that connect both slopes are used as well as the space inside the metal joints. In addition, since the slopes inclined at 45 degrees with respect to the vertical are joined, the length of the joint surface is increased and the joining action can be easily performed. It is effective for small structural materials, and because it uses a metal fitting with an isosceles right-angled triangular cross section, the shape of the joint becomes an ideal triangle in terms of structural mechanics, and the strength of the joint can be increased. Yes, again
Since one of the three surfaces of the tubular metal fitting having a right-angled isosceles triangular shape in the vertical section is horizontal or vertical, another structural material is bonded vertically or horizontally in the vicinity of the bonded portion of the structural material. In this case, it is possible to join by using a horizontal or vertical surface of a tubular joint metal article having an isosceles right triangle in a vertical cross section, and in this case, it is different from a joint portion that joins the inclined surfaces of the joint metal article. Since another structural material is joined to the side, another structural material can be joined without any trouble.

【0023】また、請求項2記載の発明にあっては、請
求項1記載の発明の効果に加えて、両斜面に断面U字状
をした接合金具を嵌め込んで接合するので、嵌め込みと
いう簡単な構成で接合することができるものである。ま
た、請求項3記載の発明にあっては、請求項1又は請求
項2記載の発明の効果に加えて、構造材を直交して接合
するものにおいて、一方の構造材に接合する縦断面直角
二等辺三角形状の筒状の接合金物を他方の構造材に接合
する縦断面直角二等辺三角形状の筒状の接合金物よりも
大型とし、大型の接合金物の45度に傾斜した斜面の一
部を構造材の先端から構造材の長手方向に対して135
度の開き角度で突出させて接合用突出傾斜部とし、該接
合用突出傾斜部の垂直に対して45度に傾斜した斜面
と、他方の構造材の端部に設けた接合金物の垂直に対し
て45度に傾斜した斜面とを当接して両斜面を接合して
あるので、大型の接合金物を使用することで、コーナ部
分の強度を向上させることができるものである。
According to the invention of claim 2, in addition to the effect of the invention of claim 1, since fitting metal fittings having a U-shaped cross section are fitted to both slopes to join, the fitting is simple. It can be joined in various configurations. In addition, in the invention of claim 3, in addition to the effect of the invention of claim 1 or claim 2, in a structure in which structural materials are bonded orthogonally, a vertical cross-section perpendicular to one structural material Longitudinal cross-section for joining an isosceles triangular tubular metal fitting to the other structural material. A part of the slope inclined at 45 degrees, which is larger than the isosceles triangular tubular metal fitting. 135 from the tip of the structural material to the longitudinal direction of the structural material
To form a projecting inclined portion for joining, which is inclined at an angle of 45 degrees with respect to the vertical direction of the projecting inclined portion for joining and a vertical direction of the joining metal object provided at the end of the other structural member. Since both slopes are joined by abutting a slope inclined at 45 degrees, the strength of the corner can be improved by using a large metal joint.

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

【図1】本発明の一実施例の正面図である。FIG. 1 is a front view of an embodiment of the present invention.

【図2】同上の分解正面図である。FIG. 2 is an exploded front view of the same.

【図3】同上の要部分解斜視図である。FIG. 3 is an exploded perspective view of an essential part of the above.

【図4】本発明の他の実施例の正面図である。FIG. 4 is a front view of another embodiment of the present invention.

【図5】同上の分解正面図である。FIG. 5 is an exploded front view of the above.

【図6】壁パネルの構造用枠と別の構造材を接合する例
を示す正面図である。
FIG. 6 is a front view showing an example of joining a structural frame of the wall panel and another structural material.

【図7】同上の断面図である。FIG. 7 is a sectional view of the above.

【図8】本発明の他の実施例を示し、(a)は接合前の
分解斜視図であり、(b)は接合後の斜視図である。
FIG. 8 shows another embodiment of the present invention, (a) is an exploded perspective view before joining, and (b) is a perspective view after joining.

【図9】本発明の更に他の実施例を示す正面図である。FIG. 9 is a front view showing still another embodiment of the present invention.

【図10】同上の分解正面図である。FIG. 10 is an exploded front view of the above.

【図11】同上の要部拡大正面図である。FIG. 11 is an enlarged front view of the main part of the above.

【図12】壁パネルの構造用枠と別の構造材を接合する
例を示す正面図である。
FIG. 12 is a front view showing an example of joining a structural frame of the wall panel and another structural material.

【図13】本発明の更に他の実施例の正面図である。FIG. 13 is a front view of still another embodiment of the present invention.

【図14】従来例の断面図である。FIG. 14 is a sectional view of a conventional example.

【符号の説明】[Explanation of symbols]

1 接合金物 1a 大型の接合金物 2 構造材 3 斜面 3a 接合用突出傾斜部 4 接合金具 DESCRIPTION OF SYMBOLS 1 Joining hardware 1a Large joining hardware 2 Structural material 3 Slope 3a Protruding inclined part for joining 4 Joining metal fitting

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 E04B 2/56 652 E04B 2/56 652K 652L E04C 3/04 E04C 3/04 ─────────────────────────────────────────────────── ─── Continuation of front page (51) Int.Cl. 6 Identification code Internal reference number FI Technical display location E04B 2/56 652 E04B 2/56 652K 652L E04C 3/04 E04C 3/04

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 縦断面直角二等辺三角形状の筒状の接合
金物の3面のうち1面を水平又は垂直にし且つ他の2面
のうち一方に構造材の端部を当接して固着し、一方の構
造材の端部に設けた接合金物の垂直に対して45度に傾
斜した斜面と、他方の構造材の端部に設けた接合金物の
垂直に対して45度に傾斜した斜面とを当接して両斜面
を接合して成ることを特徴とする構造材接合部の構造。
1. A cylindrical joining metal article having an isosceles right triangle having a vertical cross section, wherein one of three surfaces is horizontal or vertical, and one of the other two surfaces is fixed by abutting an end portion of the structural material. A slope inclined at 45 degrees with respect to the vertical of the metal joint provided at the end of one structural material, and a slope inclined at 45 degrees with respect to the vertical of the metal joint provided at the end of the other structural material. A structure of a joint portion of a structural material, characterized in that both slopes are abutted against each other and joined together.
【請求項2】 両斜面に断面U字状をした接合金具を嵌
め込んで接合して成ることを特徴とする請求項1記載の
構造材接合部の構造。
2. The structure of a structural material joint portion according to claim 1, wherein joint members having a U-shaped cross section are fitted and joined to both slopes.
【請求項3】 構造材を直交して接合するものにおい
て、一方の構造材に接合する縦断面直角二等辺三角形状
の筒状の接合金物を他方の構造材に接合する縦断面直角
二等辺三角形状の筒状の接合金物よりも大型とし、大型
の接合金物の45度に傾斜した斜面の一部を構造材の先
端から構造材の長手方向に対して135度の開き角度で
突出させて接合用突出傾斜部とし、該接合用突出傾斜部
の垂直に対して45度に傾斜した斜面と、他方の構造材
の端部に設けた接合金物の垂直に対して45度に傾斜し
た斜面とを当接して両斜面を接合して成ることを特徴と
する請求項1又は請求項2記載の構造材接合部の構造。
3. A structure in which a structural material is joined at a right angle, in which a cylindrical metal fitting having an isosceles right triangle having a vertical cross section which is joined to one structural material is joined to another structural material at an isosceles right triangle having a vertical cross section. It is made larger than the cylindrical shaped metal fitting, and a part of the slope of the large metal fitting that is inclined at 45 degrees is projected from the tip of the structural material at an opening angle of 135 degrees with respect to the longitudinal direction of the structural material and is bonded. And an inclined surface inclined at 45 degrees with respect to the vertical direction of the joining protruding inclined section and an inclined surface inclined at 45 degrees with respect to the vertical direction of the joining metal piece provided at the end of the other structural member. The structure-joint structure according to claim 1 or 2, wherein both slopes are brought into contact with each other to join them.
JP12182895A 1995-05-19 1995-05-19 Structure of joined part of structural material Withdrawn JPH08312005A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12182895A JPH08312005A (en) 1995-05-19 1995-05-19 Structure of joined part of structural material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12182895A JPH08312005A (en) 1995-05-19 1995-05-19 Structure of joined part of structural material

Publications (1)

Publication Number Publication Date
JPH08312005A true JPH08312005A (en) 1996-11-26

Family

ID=14820941

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12182895A Withdrawn JPH08312005A (en) 1995-05-19 1995-05-19 Structure of joined part of structural material

Country Status (1)

Country Link
JP (1) JPH08312005A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016079670A (en) * 2014-10-16 2016-05-16 創造技術株式会社 Joint member, built-up joint member, and built-up panel

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016079670A (en) * 2014-10-16 2016-05-16 創造技術株式会社 Joint member, built-up joint member, and built-up panel

Similar Documents

Publication Publication Date Title
JP4044483B2 (en) Bonding structure of structures using gusset plates and buildings
JPH08144383A (en) Joint for building and construction structure and method for constructing joint
JPH08312005A (en) Structure of joined part of structural material
JP3129654B2 (en) Panel base fixing structure
JP3015714U (en) Reinforcement structure of pillar connection part of wooden house
JP3477074B2 (en) Connection structure of horizontal members and vertical members on upper and lower floors
JP3989274B2 (en) Underground structure for buildings
JPH09189075A (en) Connection structure of square tubular steel column to wide flange beam
JP2002167891A (en) Corner jointing hardware and connecting structure between floor above and below
JP3130352B2 (en) Beam-to-column joints for building units and method of manufacturing the same
JP2004232440A (en) Steel structure connector
JPH0842002A (en) Connection method of c-shaped steel material and connection structure thereof
JP2988813B2 (en) Column-beam joint structure of wooden structure
JPH0967862A (en) Binding reinforcing metal fitting
JP2618538B2 (en) Beam-to-column connection structure for residential units
JP3324442B2 (en) Joint structure of beam and column
JP3152066B2 (en) Joint structure between columns and horizontal members
JP2002115320A (en) Column beam joining structure by joint hardware
JP2001059268A (en) Beam-column connection section having steel structure
JPH069133Y2 (en) Connection structure of columns and beams
JPH0450321Y2 (en)
JPH07173883A (en) Metallic connector
JP3319619B2 (en) Pillar joining equipment
JPH0829463B2 (en) Beam-column joint fitting in a housing unit and method of manufacturing the same
JPS62174432A (en) Structure for mounting joint steel bar

Legal Events

Date Code Title Description
A300 Withdrawal of application because of no request for examination

Free format text: JAPANESE INTERMEDIATE CODE: A300

Effective date: 20020806