JP2000213060A - Joint element for building - Google Patents

Joint element for building

Info

Publication number
JP2000213060A
JP2000213060A JP11079685A JP7968599A JP2000213060A JP 2000213060 A JP2000213060 A JP 2000213060A JP 11079685 A JP11079685 A JP 11079685A JP 7968599 A JP7968599 A JP 7968599A JP 2000213060 A JP2000213060 A JP 2000213060A
Authority
JP
Japan
Prior art keywords
bent
building
joining
continuous
wing portions
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
Application number
JP11079685A
Other languages
Japanese (ja)
Other versions
JP3071426B1 (en
Inventor
Toshio Iijima
敏夫 飯島
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
NIPPON JUTAKU MOKUZAI GIJUTSU
NIPPON JUTAKU MOKUZAI GIJUTSU CENTER
Original Assignee
NIPPON JUTAKU MOKUZAI GIJUTSU
NIPPON JUTAKU MOKUZAI GIJUTSU CENTER
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 NIPPON JUTAKU MOKUZAI GIJUTSU, NIPPON JUTAKU MOKUZAI GIJUTSU CENTER filed Critical NIPPON JUTAKU MOKUZAI GIJUTSU
Priority to JP11079685A priority Critical patent/JP3071426B1/en
Application granted granted Critical
Publication of JP3071426B1 publication Critical patent/JP3071426B1/en
Publication of JP2000213060A publication Critical patent/JP2000213060A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide an improved joint element for building capable of avoiding the deformation due to tensile load by increasing the strength of a back part on which large load is applied, improving the strength for receiving vertical load by both wing parts, keeping a fixed interval between both wings, and preventing the occurrence of defective fitting when they are fitted in a slit for joining. SOLUTION: A metal plate is molded by bending it, its back part 3 is fixed on one member for building of a wooden structure (a horizontal member 1 or a support column 2, etc.), by a bolt 4, both wing parts 5, 5' are fitted into a slit for joining 6 formed in an end part of the other member for building (a horizontal member 1' etc.), and a drift pin 7 is inserted through it to join one member for building with the other member therefor. In this case, the back part 3 is constituted by superposing folded pieces 3A, 3B formed on basic end sides of both wing parts respectively, on each other. Moreover, both wing parts 5, 5' are molded by folding them into a shape having a cross section having substantially one-end opened square so as to constitute a continuous part 8 where they are mutually continuous at a lower fringe (or an upper fringe) extending from basic ends to tips.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、予め、ボルト止め
孔やドリフトピン取付け孔あるいは取付け溝を形成した
所要形状の金属板を、折り曲げ成形して構成した木材建
築に用いる建築用接合具に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an architectural joint for use in a wooden building which is formed by bending and forming a metal plate of a required shape in which bolt holes, drift pin mounting holes or mounting grooves are formed in advance. It is.

【0002】[0002]

【従来の技術】従来の建築用接合具は、両翼部にドリフ
トピンを挿通する取付孔あるいは取付溝(スリット)を
形成した所要形状の金属板を折り曲げ成形して、構成さ
れており、両翼部を連続するように、折り曲げて成形さ
れた背部を、建築用材の一方(横架材あるいは支柱な
ど)にボルト止めしている。そして、その両翼部を、建
築用材の他方(支柱あるいは横架材など)に形成された
接合用スリットに嵌合させて、ドリフトピンを貫通する
ことで、上記木材による建築用材の一方と他方を接合し
ている。
2. Description of the Related Art A conventional architectural joint is formed by bending and forming a metal plate of a required shape having a mounting hole or a mounting groove (slit) through which a drift pin is inserted in both wings. The back formed by bending is bolted to one of the building materials (horizontal member or column) so as to be continuous. Then, the two wings are fitted into the joining slits formed on the other of the building materials (posts, horizontal members, etc.), and penetrated through the drift pins, thereby connecting one and the other of the wood-based building materials. Are joined.

【0003】[0003]

【発明が解決しようとする課題】このように、この種の
接合具では、その上記両翼部によって上記建築用材の他
方(横架材)側からの鉛直荷重を受けるものであるが、
この両翼部は、それぞれ、背部に連続する基端から先端
に向けて板状に延びているだけであり強度的に問題があ
る。また、この両翼部の先端間隔を規制するものがな
く、接合現場において、相手側の梁端部の接合用スリッ
トに嵌合できない場合がある。この際には、スリット間
隔を拡げるなどの現場作業が必要となる。また、金属板
の肉厚が十分でないと、接合後に、上記建築用材の一方
と他方との間で、テンションが負荷されると、ボルト止
めされた背部が、これに連続する両翼部を介して、引っ
張られ、湾曲変形する恐れがある。その結果、接合間隔
がずれるという基本的な問題を生じる。さらに、上記背
部をボルト止めする時に、ボルトの挿入が不十分となっ
たり、逆に、ボルトを回しすぎてボルトがばかになるこ
とがある。
As described above, in this type of connector, a vertical load is applied from the other (horizontal member) side of the building material by the two wings.
Each of the two wings only extends in a plate shape from the base end continuous to the back to the tip, and thus has a problem in strength. In addition, there is no way to control the distance between the front ends of the two wings, and there is a case where it is not possible to fit into the joining slit at the beam end on the other side at the joining site. In this case, on-site work such as increasing the slit interval is required. Also, if the thickness of the metal plate is not sufficient, after joining, when tension is applied between one and the other of the building materials, the bolted back portion is connected via the two wing portions connected to the back portion. It may be pulled, bent and deformed. As a result, there is a basic problem that the joining interval is shifted. Further, when the above-mentioned back portion is bolted, the insertion of the bolt may become insufficient or, conversely, the bolt may be turned too much and the bolt may become ridiculous.

【0004】本発明は、上記事情に基づいてなされたも
ので、負荷が大きく掛かる背部の強度を増して、引張負
荷による変形を回避し、両翼部により鉛直荷重を受ける
ための強度を向上させると共に、両翼相互の間隔を一定
に保持し、接合用スリットへの嵌合時に、嵌合不良を生
じないように改良した建築用接合具を提供しようとする
ものである。また、木口の割れを防ぐ。
The present invention has been made based on the above circumstances, and increases the strength of the back portion to which a large load is applied, avoids deformation due to a tensile load, and increases the strength for receiving a vertical load by both wing portions. It is an object of the present invention to provide an improved architectural joint in which the distance between the two wings is kept constant, and when the joint is fitted to the slit for joining, an improper fitting does not occur. In addition, it prevents cracks in the mouth.

【0005】[0005]

【課題を解決するための手段】このため、本発明では、
図1乃至図6の実施の形態1に示されるように、金属板
を折り曲げ成形し、その背部3を木造建築の建築用材の
一方(横架材1あるいは支柱2など)にボルト4にて固
定し、両翼部5、5’を、建築用材の他方(横架材1、
1’など)の端部に形成された接合用スリット6に嵌合
させて、ドリフトピン7を貫通することで、上記建築用
材の一方と他方を接合する建築用接合具において、背部
3が、前記両翼部の基端側にそれぞれ形成した折り曲げ
片3A、3Bを互いに重ね合わせた構成であり、また、
両翼部5、5’は、その基端から先端に延びる下縁(あ
るいは上縁)で、互いに連続する連続部8を構成するよ
うに、ほぼ断面コ字形に折り曲げた形で、成形されてい
ることを特徴とする。
Therefore, in the present invention,
As shown in Embodiment 1 of FIGS. 1 to 6, a metal plate is bent and formed, and a back portion 3 is fixed to one of the building materials of wooden building (horizontal member 1 or column 2, etc.) with bolts 4. Then, the two wings 5, 5 'are connected to the other of the building materials (horizontal members 1, 5).
1 ′) is fitted to the joining slit 6 formed at the end of the building material, and the drift pin 7 is penetrated. The bent pieces 3A and 3B formed on the base end sides of the two wings are overlapped with each other.
The two wing portions 5, 5 'are formed in a substantially U-shaped cross-section so as to form a continuous portion 8 which is continuous with a lower edge (or an upper edge) extending from the base end to the front end. It is characterized by the following.

【0006】この場合、背部3の折り曲げ片3A、3B
は、その重ね合わせ面の所要個所に凹凸9A、9Bを設
けて、互いに嵌合させていることが、更には、前記折り
曲げ片の凸部9Bは、プレス成形によるビートで形成さ
れており、それに対応する他方の折り曲げ片の凹部9A
は、プレス成形によるビートあるいは孔明けで形成され
ていることが、実施の形態として好ましい。背部3の折
り曲げ片3A、3Bは、上記凹凸にない平板により形成
させることもできる。また、折り曲げ片3A、3Bどう
しを重ね合わせてスポット溶接などにより溶着すること
もできる。
In this case, the bent pieces 3A, 3B of the back 3
Is provided with irregularities 9A and 9B at required positions on the superimposed surface and fitted to each other. Further, the convex portion 9B of the bent piece is formed by a beat by press molding, and Corresponding concave portion 9A of the other bent piece
Is preferably formed by beating or punching by press molding. The bent pieces 3A and 3B of the back portion 3 can be formed by a flat plate having no irregularities. Further, the bent pieces 3A and 3B can be welded together by spot welding or the like.

【0007】さらに、本発明の接合具では、図7乃至図
9の実施の形態2に示されるように、ボルト104の頭
部の内面における基部には角形など円形以外の外形を有
する係合部104Bが形成され、折り曲げ片のうち少な
くとも内側に位置する折り曲げ片103Bのボルト挿通
孔は、前記係合部104Bと回り止め係合する角形など
円形以外の係合孔111Bとされていることを特徴とす
る。
Further, in the connector according to the present invention, as shown in a second embodiment of FIGS. 7 to 9, an engaging portion having a non-circular outer shape such as a square shape is formed at the base of the inner surface of the head of the bolt 104. 104B is formed, and the bolt insertion hole of at least the bent piece 103B located inside of the bent piece is an engaging hole 111B other than a circular shape such as a square which is detently engaged with the engaging portion 104B. And

【0008】またさらに、建築用接合具102をほぼ断
面コ字形に折り曲げ成形した時に、連続部108の内縁
と背部103の下縁(あるいは上縁)との間には、連続
部108を短く形成させることによる窓口108Aを形
成させることが望ましい。このような、窓口108Aか
らボルト104の挿入締結状態を確認することができ
る。
Furthermore, when the architectural connector 102 is bent into a substantially U-shaped cross section, a short continuous portion 108 is formed between the inner edge of the continuous portion 108 and the lower edge (or upper edge) of the back portion 103. It is desirable to form the window 108A by performing the above operation. The insertion and fastening state of the bolt 104 can be confirmed from the window 108A.

【0009】[0009]

【発明の実施の形態】以下、本発明の実施の形態1を、
図1乃至図6を参照して具体的に説明する。ここでの建
築用接合具101は、前述のように、金属板を折り曲げ
成形し、その背部3を横架材1(梁材)あるいは支柱2
にボルト4にて固定し、両翼部5、5’を、相手側の横
架材1’(梁材)の端部に形成された平行な接合用スリ
ット6に嵌合させて、ドリフトピン7を貫通すること
で、横架材1、1’相互あるいは横架材1、1’と支柱
2とを接合したものである。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiment 1 of the present invention will be described below.
A specific description will be given with reference to FIGS. As described above, the architectural connector 101 is formed by bending a metal plate and forming the back portion 3 on the horizontal member 1 (beam member) or the support member 2.
And the two wing portions 5 and 5 ′ are fitted into parallel joining slits 6 formed at the ends of the other horizontal member 1 ′ (beam material), and the drift pins 7 Through each other, the horizontal members 1, 1 ′ or the horizontal members 1, 1 ′ and the column 2 are joined.

【0010】特に、本発明の建築用接合具101では、
その背部3が、その両翼部5、5’の基端側にそれぞれ
形成した折り曲げ片3A、3Bを互いに重ね合わせた構
成であり、また、両翼部5、5’は、その基端から先端
に延びる下縁(あるいは上縁)で、互いに連続する連続
部8を構成するように、ほぼ断面コ字形に折り曲げた形
で、成形されている。この連続部8により、横架材1、
1’の木口の割れを防止している。
In particular, in the architectural joint 101 of the present invention,
The back portion 3 has a configuration in which bent pieces 3A and 3B formed on the base end sides of the wing portions 5 and 5 'are overlapped with each other, and the wing portions 5 and 5' extend from the base end to the tip end. The lower edge (or the upper edge) is formed so as to form a continuous portion 8 which is continuous with each other, and is bent in a substantially U-shaped cross section. By this continuous portion 8, the horizontal member 1,
Prevents cracking of the 1 'tip.

【0011】なお、図中、符号9、10は、ドリフトピ
ンを挿通するために両翼部5、5’に形成した取付孔お
よび取付溝(スリット)であり、また、符号11は、ボ
ルト4を挿通するために背部3に形成したボルト挿通孔
である。また、符号12は埋め込み型パイプでありピン
を差し込む。取付孔9および取付溝10は、1個又は複
数個形成できる。また、取付溝10は上下方向に略U字
形に形成され、両翼部5、5’の前後に複数個形成でき
る。この取付溝10は、対向するドリフトピン7を受け
て、これを建築用接合具101の方に引き寄せるため
に、その前縁10Aの少なくとも先端部が前方に拡傾す
る方向に傾斜している。
In the drawings, reference numerals 9 and 10 denote mounting holes and mounting grooves (slits) formed in both wing portions 5 and 5 'for inserting a drift pin, and reference numeral 11 denotes a bolt 4 It is a bolt insertion hole formed in the back part 3 for insertion. Reference numeral 12 denotes an embedded pipe into which pins are inserted. One or more mounting holes 9 and mounting grooves 10 can be formed. The mounting groove 10 is formed in a substantially U-shape in the vertical direction, and a plurality of mounting grooves 10 can be formed before and after the two wing portions 5, 5 '. The mounting groove 10 is inclined in a direction in which at least the front end portion of the front edge 10 </ b> A expands forward to receive the opposing drift pin 7 and draw it toward the architectural connector 101.

【0012】また、この実施の形態1では、背部3の折
り曲げ片3A、3Bは、その重ね合わせ面の所要個所
に、凹凸9A、9Bを設けて、互いに嵌合させている。
そして、ここでは、前記折り曲げ片の凸部9Bは、プレ
ス成形による円形ビートで形成されており、それに対応
する他方の折り曲げ片の凹部9Aは、プレス成形による
ビートあるいは孔明けで形成されている(図5および図
6を参照)。
Further, in the first embodiment, the bent pieces 3A and 3B of the back portion 3 are fitted with each other with projections and depressions 9A and 9B provided at required positions on the overlapping surface.
Here, the convex portion 9B of the bent piece is formed by a circular beat by press molding, and the corresponding concave portion 9A of the other bent piece is formed by a beat or hole formed by press molding ( 5 and 6).

【0013】このような建築用接合具101は、予め、
所要形状(取付け溝10を含む輪郭形状)に切断成形さ
れた金属板、例えば、鋼板から、接合具本体をプレスな
どにより構成し、これを折り曲げ加工して、背部3に相
当する折り曲げ片3A、3Bを形成し、また、連続部8
を形成し、折り曲げ片3A、3Bを重ね合わせることで
構成される。なお、金属板の切断成形に際して、同時
に、あるいは、その後に、プレス成形で、取付孔9、凹
凸9A、9Bを形成する。このため、折り曲げ片3A、
3Bの重ね合わせには、凹凸9A、9B相互の嵌合で、
正確な位置決めがなされ、位置ズレのない状態が維持で
きる。
[0013] Such an architectural connector 101 is previously prepared.
A joining tool body is formed from a metal plate cut into a required shape (a contour shape including the mounting groove 10), for example, a steel plate by a press or the like, and this is bent to form a bent piece 3 </ b> A corresponding to the back portion 3. 3B and a continuous portion 8
Is formed, and the bent pieces 3A and 3B are overlapped. At the same time or after the metal plate is cut and formed, the mounting holes 9 and the irregularities 9A and 9B are formed by press forming. For this reason, the bent piece 3A,
In the superposition of 3B, the asperities 9A and 9B are mutually fitted,
Accurate positioning is performed, and a state without positional deviation can be maintained.

【0014】従って、図1および図2に示すように、従
来と同様に、横架材1、1’や支柱2にこの接合具10
1を装着し(ボルト4をボルト挿通孔11を介して、横
架材1、1’や支柱2に螺合して固定し)、更に、この
接合具の両翼部5、5’を横架材1、1’の端部の接合
用スリット6に嵌合する。この状態で、ドリフトピン7
を、横架材1、1’に予め形成した取付孔を介して、取
付孔9および取付け溝10に貫通させ、固定するのであ
る。
Therefore, as shown in FIG. 1 and FIG.
1 (the bolts 4 are screwed into the horizontal members 1 and 1 'and the columns 2 via the bolt insertion holes 11 and fixed), and the two wing portions 5 and 5' of the connector are horizontally mounted. It is fitted into the joining slit 6 at the end of the material 1, 1 '. In this state, the drift pin 7
Is fixed through the mounting holes 9 and the mounting grooves 10 through the mounting holes formed in the horizontal members 1 and 1 ′ in advance.

【0015】このような構成では、両翼部5、5’の上
縁(又は下縁)間が連続部8によって結合され、接合時
に鉛直荷重を受ける強度が向上し、また両翼部5、5’
の間隔が、連続部8で、正確に設定・保持されており、
現場において、スリット6との嵌合不良を起こす恐れが
ない。また、この連続部8の存在により木口の割れを防
止している。しかも、負荷が大きく掛かる背部3は、折
り曲げ片3A、3Bの重ね合わせによって、2倍に補強
されているので、梁材相互あるいは梁材と支柱との間
で、引っ張り負荷が掛かっても、背部3が湾曲変形し
て、間隔ズレを起こす恐れがない。
In such a configuration, the upper edges (or lower edges) of the two wing portions 5, 5 'are joined by the continuous portion 8, the strength of receiving a vertical load at the time of joining is improved, and the two wing portions 5, 5' are also improved.
Is accurately set and maintained in the continuous section 8,
There is no danger of causing a poor fitting with the slit 6 at the site. In addition, the presence of the continuous portion 8 prevents cracks at the tip. Moreover, since the back 3 to which a large load is applied is reinforced twice by overlapping the bent pieces 3A and 3B, even if a tensile load is applied between the beams or between the beams and the columns, the back 3 is not affected. There is no danger that the gap 3 will be deformed due to the curve deformation.

【0016】図7乃至図9は、本発明の実施の形態2を
示す。実施の形態2では、ボルト104の頭部の内面に
おけるボルト本体の基部には角形など円形以外の外形を
有する係合部104Bが形成され、折り曲げ片のうち少
なくとも内側に位置する折り曲げ片103Bのボルト挿
通孔は、前記係合部104Bと軸方向には挿入され、回
り止め係合する角形など円形以外の係合孔111Bとさ
れている。係合部104B及び係合孔111Bは、この
実施の形態2では、互いに嵌合する四角形とされている
が、三角形、五角形などの多角形、あるいは、楕円形や
一部に切欠あるいはこの切欠に係合する突起を有する形
状とされてもよい。外側に位置する折り曲げ片103A
のボルト挿通孔111Aは、ボルト104が挿通される
円形でよく、上記係合孔111Bと同様の形状でもよ
い。
FIGS. 7 to 9 show a second embodiment of the present invention. In the second embodiment, an engaging portion 104B having an outer shape other than a circle such as a square is formed at the base of the bolt main body on the inner surface of the head of the bolt 104, and the bolt of the bent portion 103B located at least inside the bent portion is formed. The insertion hole is an engagement hole 111B that is inserted in the axial direction with the engagement portion 104B and has a non-circular shape such as a square shape that engages with the detent. In the second embodiment, the engaging portion 104B and the engaging hole 111B are formed as quadrangular shapes that fit with each other. However, a triangular shape, a pentagonal shape, a polygonal shape, an elliptical shape, a partial cutout, or a cutout It may be shaped to have a projection that engages. Folded piece 103A located on the outside
The bolt insertion hole 111A may have a circular shape into which the bolt 104 is inserted, and may have the same shape as the engagement hole 111B.

【0017】またさらに、建築用接合具102をほぼ断
面コ字形に折り曲げ成形した時に、連続部108の内縁
と背部103の下縁(あるいは上縁)との間には、連続
部108を短く形成させることによる窓口108Aを形
成させることが望ましい。このような、窓口108Aか
らボルト104の挿入締結状態を確認することができ
る。
Furthermore, when the architectural joint 102 is bent into a substantially U-shaped cross section, the continuous portion 108 is formed short between the inner edge of the continuous portion 108 and the lower edge (or upper edge) of the back portion 103. It is desirable to form the window 108A by performing the above operation. The insertion and fastening state of the bolt 104 can be confirmed from the window 108A.

【0018】[0018]

【発明の効果】本発明は、以上詳述したようになり、金
属板を折り曲げ成形し、その背部を横架材あるいは支柱
などの建築用材の一方にボルト止めし、両翼部を、相手
側の建築用材の他方に形成された接合用スリットに嵌合
させて、ドリフトピンを貫通することで、上記建築用材
の一方と他方を接合する建築用接合具において、前記背
部は、前記両翼部の基端側にそれぞれ形成した折り曲げ
片を互いに重ね合わせた構成であり、前記両翼部は、そ
の基端から先端に延びる下縁あるいは上縁で、互いに連
続する連続部を構成するように、ほぼ断面コ字形に折り
曲げた形で成形されている。
According to the present invention, as described in detail above, a metal plate is bent and formed, its back is bolted to one of building materials such as a horizontal member or a column, and both wings are connected to the other wing. In a construction connector for joining one and the other of the building materials by fitting into a joining slit formed in the other of the building materials and penetrating the drift pin, the back portion is a base of the two wing portions. The bent pieces formed on the end side are overlapped with each other, and the wing portions are substantially cross-sectioned so as to form a continuous portion that is continuous with each other at a lower edge or an upper edge extending from a base end to a front end. It is formed in a shape bent into a letter shape.

【0019】従って、負荷が大きく掛かる背部の強度が
増して、引張負荷による変形を回避すると共に、両翼部
の下縁あるいは上縁が連続部により連結されて鉛直荷重
を受ける強度が向上し、ドリフトピンの本数なども少な
くてすむ。また、両翼相互の間隔を一定に保持し、接合
用スリットへの嵌合時に、嵌合不良を生じないなどの優
れた効果を奏する。
Accordingly, the strength of the back portion where a large load is applied is increased to avoid deformation due to tensile load, and the lower edge or upper edge of both wing portions is connected by a continuous portion, so that the strength of receiving a vertical load is improved, and the drift is improved. The number of pins is small. In addition, the distance between the two wings is kept constant, and an excellent effect such as not causing a poor fitting at the time of fitting to the joining slit is exhibited.

【0020】また、上記背部の折り曲げ片の重ね合わせ
面の所要個所に凹凸を設けて、互いに嵌合させることに
より、折り曲げ成形を容易且つ正確に行うことができ、
強度的にも向上する。
Further, by forming irregularities at required portions of the overlapping surface of the bent pieces on the back and fitting them together, the bending can be easily and accurately performed.
Strength is also improved.

【0021】さらに、背部の折り曲げ片のうち少なくと
も内側に位置する折り曲げ片のボルト挿通孔とボルトの
基部を、互いに軸方向には嵌入し、回り止め係合する角
形など円形以外の係合孔及び係合部とすることにより、
ボルトの正確な螺挿位置を確認できる。しかもボルトを
締め過ぎることによりボルトがから回りするということ
がない。
Further, the bolt insertion hole of the bent piece located at least inside the bent piece on the back portion and the base of the bolt are axially fitted into each other, and are formed with a non-circular engagement hole such as a square shape which engages with the detent. By making it an engaging part,
The exact screw insertion position of the bolt can be confirmed. Moreover, the bolt does not turn around due to excessive tightening.

【0022】またさらに、底部の窓口からボルトの挿入
締結状態を確認することができ、建築用接合具による接
合状態の安全性と作業性が向上する。
Furthermore, the state of bolt insertion and fastening can be confirmed from the window at the bottom, and the safety and workability of the state of connection by the architectural joint are improved.

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

【図1】本発明の接合具を用いた建築用材の組立前の状
態を示す概略斜視図である。
FIG. 1 is a schematic perspective view showing a state before assembling building materials using a connector of the present invention.

【図2】同じく、組立後の状態を示す概略斜視図であ
る。
FIG. 2 is a schematic perspective view showing a state after assembly.

【図3】同じく、実施の形態1の接合具の展開図であ
る。
FIG. 3 is a development view of the connector according to the first embodiment.

【図4】同じく、接合具の斜視図である。FIG. 4 is a perspective view of the connector.

【図5】同じく、接合具の背部の拡大横断面図である。FIG. 5 is an enlarged cross-sectional view of the back of the connector.

【図6】同じく、他の事例を示す拡大横断面図である。FIG. 6 is an enlarged cross-sectional view showing another example.

【図7】本発明の実施の形態2の接合具の展開図であ
る。
FIG. 7 is a development view of the connector according to the second embodiment of the present invention.

【図8】同じく、一部切欠斜視図である。FIG. 8 is also a partially cutaway perspective view.

【図9】同じく、ボルトの正面図と底面図である。FIG. 9 is a front view and a bottom view of the bolt.

【符号の説明】[Explanation of symbols]

1、1’ 横架材 2 支柱 101、102 接合具 3、103 背部 3A、3B、103A、103B 折り曲げ片 4、104 ボルト、104A 頭部、104B
係合部 5、5’、105、105’ 両翼部 6 接合用スリット 7、107 ドリフトピン 8、108 連続部、108A 窓口 9、109 取付孔 10、110 取付溝(スリット) 11、111、111A ボルト挿通孔、111B
係合孔 12 埋め込み用ドリフトピン
DESCRIPTION OF SYMBOLS 1, 1 'Horizontal material 2 Prop 101, 102 Joint 3, 103 Back 3A, 3B, 103A, 103B Bending piece 4, 104 Bolt, 104A Head, 104B
Engaging part 5, 5 ', 105, 105' Two wing parts 6 Slit for joining 7, 107 Drift pin 8, 108 Continuity part, 108A Window 9, 109 Mounting hole 10, 110 Mounting groove (slit) 11, 111, 111A Bolt Insertion hole, 111B
Engagement hole 12 Drift pin for embedding

【手続補正書】[Procedure amendment]

【提出日】平成11年12月20日(1999.12.
20)
[Submission date] December 20, 1999 (1999.12.
20)

【手続補正1】[Procedure amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】特許請求の範囲[Correction target item name] Claims

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【特許請求の範囲】[Claims]

【手続補正2】[Procedure amendment 2]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0005[Correction target item name] 0005

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0005】[0005]

【課題を解決するための手段】このため、本発明では、
図1乃至図6の実施の形態1に示されるように、金属板
を折り曲げ成形し、その背部3を木造建築の建築用材の
一方(横架材1あるいは支柱2など)にボルト4にて固
定し、両翼部5、5’を、建築用材の他方(横架材1、
1’など)の端部に形成された接合用スリット6に嵌合
させて、ドリフトピン7を貫通することで、上記建築用
材の一方と他方を接合する建築用接合具において、背部
3が、前記両翼部の基端側にそれぞれ形成した折り曲げ
片3A、3Bを互いに重ね合わせた構成であり、該内外
折り曲げ片3A、3Bにはその重ね合わせ時にボルト4
が貫通するボルト挿通孔11が形成され、また、両翼部
5、5’は、その基端から先端に延びる下縁で、互いに
連続する連続部8を構成するように、ほぼ断面コ字形に
折り曲げた形で、成形されていることを特徴とする。
Therefore, in the present invention,
As shown in Embodiment 1 of FIGS. 1 to 6, a metal plate is bent and formed, and a back portion 3 is fixed to one of the building materials of wooden building (horizontal member 1 or column 2, etc.) with bolts 4. Then, the two wings 5, 5 'are connected to the other of the building materials (horizontal members 1, 5).
1 ′) is fitted to the joining slit 6 formed at the end of the building material, and the drift pin 7 is penetrated. The bent pieces 3A and 3B formed on the base end sides of the both wings are overlapped with each other.
Are formed, and the wing portions 5, 5 'are bent in a substantially U-shaped cross section so as to form a continuous portion 8 which is continuous with each other at a lower edge extending from the base end to the front end. It is characterized in that it is molded in a shape.

【手続補正3】[Procedure amendment 3]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0008[Correction target item name] 0008

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0008】またさらに、建築用接合具102をほぼ断
面コ字形に折り曲げ成形した時に、連続部108の内縁
と背部103の下縁との間には、連続部108を短く形
成させることによる窓口108Aを形成させることが望
ましい。このような、窓口108Aからボルト104の
挿入締結状態を確認することができる。
Further, when the architectural connector 102 is bent into a substantially U-shaped cross section, the window 108A is formed by shortening the continuous portion 108 between the inner edge of the continuous portion 108 and the lower edge of the back portion 103. Is desirably formed. The insertion and fastening state of the bolt 104 can be confirmed from the window 108A.

【手続補正4】[Procedure amendment 4]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0015[Correction target item name] 0015

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0015】このような構成では、両翼部5、5’の下
縁間が連続部8によって結合され、接合時に鉛直荷重を
受ける強度が向上し、また両翼部5、5’の間隔が、連
続部8で、正確に設定・保持されており、現場におい
て、スリット6との嵌合不良を起こす恐れがない。ま
た、この連続部8の存在により木口の割れを防止してい
る。しかも、負荷が大きく掛かる背部3は、折り曲げ片
3A、3Bの重ね合わせによって、2倍に補強されてい
るので、梁材相互あるいは梁材と支柱との間で、引っ張
り負荷が掛かっても、背部3が湾曲変形して、間隔ズレ
を起こす恐れがない。
In such a configuration, the lower edges of the two wing portions 5, 5 'are joined by the continuous portion 8, so that the strength of receiving a vertical load at the time of joining is improved. It is accurately set and held by the part 8, and there is no possibility that the fitting failure with the slit 6 may occur at the site. In addition, the presence of the continuous portion 8 prevents cracks at the tip. Moreover, since the back 3 to which a large load is applied is reinforced twice by overlapping the bent pieces 3A and 3B, even if a tensile load is applied between the beams or between the beams and the columns, the back 3 is not affected. There is no danger that the gap 3 will be deformed due to the curve deformation.

【手続補正5】[Procedure amendment 5]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0017[Correction target item name] 0017

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0017】またさらに、建築用接合具102をほぼ断
面コ字形に折り曲げ成形した時に、連続部108の内縁
と背部103の下縁との間には、連続部108を短く形
成させることによる窓口108Aを形成させることが望
ましい。このような、窓口108Aからボルト104の
挿入締結状態を確認することができる。
Further, when the architectural connector 102 is bent into a substantially U-shaped cross section, the window 108A is formed by shortening the continuous portion 108 between the inner edge of the continuous portion 108 and the lower edge of the back portion 103. Is desirably formed. The insertion and fastening state of the bolt 104 can be confirmed from the window 108A.

【手続補正6】[Procedure amendment 6]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0018[Correction target item name] 0018

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0018】[0018]

【発明の効果】本発明は、以上詳述したようになり、金
属板を折り曲げ成形し、その背部を横架材あるいは支柱
などの建築用材の一方にボルト止めし、両翼部を、相手
側の建築用材の他方に形成された接合用スリットに嵌合
させて、ドリフトピンを貫通することで、上記建築用材
の一方と他方を接合する建築用接合具において、前記背
部は、前記両翼部の基端側にそれぞれ形成した折り曲げ
片を互いに重ね合わせた構成であり、前記両翼部は、そ
の基端から先端に延びる下縁で、互いに連続する連続部
を構成するように、ほぼ断面コ字形に折り曲げた形で成
形されている。
According to the present invention, as described in detail above, a metal plate is bent and formed, its back is bolted to one of building materials such as a horizontal member or a column, and both wings are connected to the other wing. In a construction connector for joining one and the other of the building materials by fitting into a joining slit formed in the other of the building materials and penetrating the drift pin, the back portion is a base of the two wing portions. In this configuration, the bent pieces formed on the end sides are overlapped with each other, and the wing portions are bent in a substantially U-shaped cross section so as to form a continuous portion that is continuous with the lower edge extending from the base end to the front end. It is molded in a shape.

【手続補正7】[Procedure amendment 7]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0019[Correction target item name] 0019

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0019】従って、負荷が大きく掛かる背部の強度が
増して、引張負荷による変形を回避すると共に、両翼部
の下縁が連続部により連結されて鉛直荷重を受ける強度
が向上し、ドリフトピンの本数なども少なくてすむ。ま
た、両翼相互の間隔を一定に保持し、接合用スリットへ
の嵌合時に、嵌合不良を生じないなどの優れた効果を奏
する。
Therefore, the strength of the back portion where a large load is applied is increased to avoid deformation due to a tensile load, and the lower edges of both wing portions are connected by a continuous portion so that the strength of receiving a vertical load is improved, and the number of drift pins is reduced. There are few things to do. In addition, the distance between the two wings is kept constant, and an excellent effect such as not causing a poor fitting at the time of fitting to the joining slit is exhibited.

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 金属板を折り曲げ成形し、その背部を建
築用材の一方に取り付け、取付孔あるいは取付溝が形成
された両翼部を、建築用材の他方に形成された接合用ス
リットに嵌合させて取り付けることで、建築用材の一方
と他方を接合する建築用接合具において、前記背部は、
前記両翼部の基端側にそれぞれ形成した折り曲げ片を互
いに重ね合わせた構成であり、前記両翼部は、その基端
から先端に延びる下縁あるいは上縁で、互いに連続する
連続部を構成するように、ほぼ断面コ字形に折り曲げた
形で成形されていることを特徴とする建築用接合具。
1. A metal plate is bent and formed, and a back portion thereof is attached to one of the building materials, and both wing portions formed with mounting holes or mounting grooves are fitted into joining slits formed on the other side of the building material. By attaching and attaching, in a building connector for joining one and the other of the building material, the back,
Bent pieces formed respectively on the base end sides of the two wing portions are overlapped with each other, and the two wing portions constitute a continuous portion continuous with each other at a lower edge or an upper edge extending from the base end to the tip. Characterized in that it is formed in a shape bent into a substantially U-shaped cross section.
【請求項2】 前記背部の折り曲げ片は、その重ね合わ
せ面の所要個所に凹凸を設けて、互いに嵌合させている
ことを特徴とする請求項1に記載の建築用接合具。
2. The architectural joint according to claim 1, wherein the bent pieces on the back part are fitted with each other by providing irregularities at required portions of the overlapping surface.
【請求項3】 金属板を折り曲げ成形し、その背部を建
築用材の一方にボルト止めし、ドリフトピンを挿通する
取付孔あるいは取付溝が形成された両翼部を、建築用材
の他方に形成された接合用スリットに嵌合させて、ドリ
フトピンを貫通することで、建築用材の一方と他方を接
合する建築用接合具において、前記背部は、前記両翼部
の基端側にそれぞれ形成した折り曲げ片を互いに重ね合
わせた構成であり、該内外折り曲げ片にはその重ね合わ
せ時に前記ボルトが貫通するボルト挿通孔が形成され、
前記両翼部は、その基端から先端に延びる下縁あるいは
上縁で、互いに連続する連続部を構成するように、ほぼ
断面コ字形に折り曲げた形で成形されており、前記ボル
トの頭部の内面における基部には角形など円形以外の外
形を有する係合部が形成され、前記折り曲げ片のうち少
なくとも内側に位置する折り曲げ片のボルト挿通孔は、
前記係合部と回り止め係合する角形など円形以外の係合
孔とされていることを特徴とする建築用接合具。
3. A metal plate is formed by bending, a back portion thereof is bolted to one side of the building material, and both wing portions having mounting holes or mounting grooves through which drift pins are inserted are formed on the other side of the building material. By fitting into the joining slit and penetrating the drift pin, in a building connector for joining one and the other of the building material, the back portion is formed by bending pieces respectively formed on the base end sides of the both wing portions. A bolt insertion hole through which the bolt penetrates is formed on the inner and outer bent pieces when the inner and outer bent pieces are overlapped,
The two wing portions are formed in a shape bent substantially in a U-shape in cross section so as to form a continuous portion that is continuous with each other at a lower edge or an upper edge extending from the base end to the distal end, and is formed at the head of the bolt. An engagement portion having an outer shape other than a circle such as a square is formed at a base portion on the inner surface, and a bolt insertion hole of a bent piece located at least inside of the bent pieces is
An architectural connector characterized in that it has an engaging hole other than a circular shape, such as a square, which is detently engaged with the engaging portion.
【請求項4】 前記建築用接合具をほぼ断面コ字形に折
り曲げ成形した時に、前記連続部の内縁と前記背部の下
縁あるいは上縁との間には、窓口が形成されていること
を特徴とする請求項1又は2に記載の建築用接合具。
4. A window is formed between the inner edge of the continuous portion and the lower or upper edge of the back portion when the architectural joint is bent and formed into a substantially U-shaped cross section. The architectural connector according to claim 1 or 2, wherein:
JP11079685A 1998-11-16 1999-03-24 Architectural fittings Expired - Lifetime JP3071426B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11079685A JP3071426B1 (en) 1998-11-16 1999-03-24 Architectural fittings

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP10-325294 1998-11-16
JP32529498 1998-11-16
JP11079685A JP3071426B1 (en) 1998-11-16 1999-03-24 Architectural fittings

Publications (2)

Publication Number Publication Date
JP3071426B1 JP3071426B1 (en) 2000-07-31
JP2000213060A true JP2000213060A (en) 2000-08-02

Family

ID=26420695

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11079685A Expired - Lifetime JP3071426B1 (en) 1998-11-16 1999-03-24 Architectural fittings

Country Status (1)

Country Link
JP (1) JP3071426B1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009108564A (en) * 2007-10-30 2009-05-21 Miyagawa Koki Co Ltd Drift pin driving apparatus
JP2011058575A (en) * 2009-09-10 2011-03-24 Norimine Okura Drift pin

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2010042539A1 (en) 2008-10-10 2010-04-15 Cytyc Corporation Microfluidic apparatus and method for preparing cytological specimens

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0683803A (en) * 1992-08-31 1994-03-25 Mitsubishi Electric Corp Semiconductor device simulator
JPH1018438A (en) * 1996-07-05 1998-01-20 Tonan Sangyo Kk Device for joining structural material for building
JPH10183761A (en) * 1996-06-05 1998-07-14 Murata:Kk Joining method and joining hardware for wooden building
JPH10331260A (en) * 1997-05-29 1998-12-15 Yoshinori Okura Device for joining wooden construction member
JPH10331262A (en) * 1997-06-04 1998-12-15 Tsuchiya Home:Kk Connection metal tool for column and beam, and connection method thereof

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0683803A (en) * 1992-08-31 1994-03-25 Mitsubishi Electric Corp Semiconductor device simulator
JPH10183761A (en) * 1996-06-05 1998-07-14 Murata:Kk Joining method and joining hardware for wooden building
JPH1018438A (en) * 1996-07-05 1998-01-20 Tonan Sangyo Kk Device for joining structural material for building
JPH10331260A (en) * 1997-05-29 1998-12-15 Yoshinori Okura Device for joining wooden construction member
JPH10331262A (en) * 1997-06-04 1998-12-15 Tsuchiya Home:Kk Connection metal tool for column and beam, and connection method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009108564A (en) * 2007-10-30 2009-05-21 Miyagawa Koki Co Ltd Drift pin driving apparatus
JP2011058575A (en) * 2009-09-10 2011-03-24 Norimine Okura Drift pin

Also Published As

Publication number Publication date
JP3071426B1 (en) 2000-07-31

Similar Documents

Publication Publication Date Title
JP6863776B2 (en) Fitting structures and building structures
JP4020922B2 (en) Joint structure of wood members
JP2000213060A (en) Joint element for building
JP4919384B2 (en) Reinforcement method for existing steel structures
JPH08144383A (en) Joint for building and construction structure and method for constructing joint
JPH10237957A (en) Joint structure of steel material and manufacture of joint member used therefor
JP2002013204A (en) Jointing structure for wooden building
JP2003239532A (en) Walkway unit and manufacturing method for the same
JP3865492B2 (en) Column beam connection structure and metal fittings, columns, and unit buildings
JP2003328453A (en) Joint metal element
JP2567437Y2 (en) Column-beam joint hardware
JP4062278B2 (en) Beam-column joint structure
US20070234666A1 (en) Integral connectors in tubular beams for building structures
JP2000192550A (en) Joining metal fitting and joining part structure of framework member
JP3339992B2 (en) Joint hardware for frame members of wooden houses
JP2024041598A (en) Wall panel mounting components, wall panel mounting structures, buildings and wall panel mounting methods
JP2001049741A (en) Wooden rigid frame
JP2002356912A (en) Steel frame joining structure in steel frame building
JP3024468U (en) Rigid joint structure of beam in weak axis direction of H-shaped steel column
JP3128312U (en) Steel building member connection bracket and steel building member connection structure using the same
JP6395776B2 (en) Steel parts
JP2023131459A (en) Column base hardware and building using column base hardware
JPH0657878A (en) Non-welded truss
JP4735496B2 (en) Column and beam joint structure
JP2912854B2 (en) Column and beam coupling device for wooden buildings

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120526

Year of fee payment: 12

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120526

Year of fee payment: 12

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120526

Year of fee payment: 12

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20150526

Year of fee payment: 15

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term