JP2003227175A - Joining device of horizontal member - Google Patents

Joining device of horizontal member

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Publication number
JP2003227175A
JP2003227175A JP2002027597A JP2002027597A JP2003227175A JP 2003227175 A JP2003227175 A JP 2003227175A JP 2002027597 A JP2002027597 A JP 2002027597A JP 2002027597 A JP2002027597 A JP 2002027597A JP 2003227175 A JP2003227175 A JP 2003227175A
Authority
JP
Japan
Prior art keywords
joining
pin
joint
plate
horizontal
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
JP2002027597A
Other languages
Japanese (ja)
Other versions
JP3653503B2 (en
Inventor
Hidenori Komiya
秀則 小宮
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.)
SXL Corp
Original Assignee
SXL Corp
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 SXL Corp filed Critical SXL Corp
Priority to JP2002027597A priority Critical patent/JP3653503B2/en
Publication of JP2003227175A publication Critical patent/JP2003227175A/en
Application granted granted Critical
Publication of JP3653503B2 publication Critical patent/JP3653503B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

<P>PROBLEM TO BE SOLVED: To provide a joining device of horizontal members for shortening a construction period while hardly lowering transportation efficiency even in the case that a hardware is attached in a factory and suppressing noise even in the case that the hardware is attached at a jobsite. <P>SOLUTION: The joining device is provided with a joined member 3 having at least one side plate, having a receiving groove on the upper parts of both the side plates and a pinhole in a lower part, and a rear plate fixed in contact with the joining face of a structural member 1, and joining plates 17 and 18 inserted in and fixed on a slit formed in a vertical direction on the joining face of the horizontal member 2 at prescribed intervals and having pinholes in the upper part and a lower part corresponding to the receiving groove and the pinholes respectively. In the joining plate, a pin 30 is received on the receiving grooves 5a and 5b of the joining plate 3, and a pin 31 penetrates both lower pinholes and both lower pinholes of the joined member to be engaged with the joined member 3. <P>COPYRIGHT: (C)2003,JPO

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】この発明は、横架材の接合装
置、さらに詳しくは木造建物の柱や胴差などの構造材に
梁、桁などの横架材を接合する装置に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a device for joining horizontal members, and more particularly to a device for joining horizontal members such as beams and girders to structural members such as columns and barrels of wooden buildings.

【0002】[0002]

【従来の技術】梁や桁などの横架材を柱や胴差などの構
造材に接合するものとして、いわゆる「ほぞ」接合方式
が一般的に行われてきたが、仕上げ加工が複雑であるに
も拘わらず、接合部の構造強度が低く、かつ加工に要す
る工期が長期化するという難点があった。そこで、この
「ほぞ」接合方式に代えて、例えば実開平4−2050
3号公報に記載のような「金具」接合方式が最近では主
流化しつつある。
2. Description of the Related Art A so-called "tenon" joining method has been generally used for joining a horizontal member such as a beam or a girder to a structural member such as a column or a body difference, but the finishing process is complicated. Nevertheless, there are problems in that the structural strength of the joint is low and the construction period required for processing is prolonged. Then, instead of this "tenon" joining method, for example
The "metal fitting" joining method as described in Japanese Patent No. 3 has recently become mainstream.

【0003】この「金具」接合方式のものは、前記公報
の実用新案登録請求の範囲及び図面に記載されているよ
うに、構造材に設けた凹部に締結する背板を形成し、該
背板の下端縁より凹部外に突出させる水平な支承板を設
け、背板と支承板の中心線には横架材の切割溝に嵌合さ
せるべく基端側を固着した嵌入板を垂直に設け、該嵌入
板の基端側に形成した開口の背板部分には構造材を貫通
して締結するボルト用の孔を設け、嵌入板の上端縁より
切り込んだV字形状の切欠と該切欠の下側の1個以上の
ピン孔とを設け、該切欠とピン孔とに横架材の通孔を介
してピンを挿通するものである。
This "metal fitting" joining method forms a back plate to be fastened to a recess provided in a structural material, as described in the claims and drawings of the utility model of the above publication, and the back plate Provide a horizontal support plate that protrudes outside the recess from the lower edge of, and vertically install a fitting plate with the base end fixed to the center line of the back plate and the support plate so that it fits into the cut groove of the horizontal bridge, The back plate portion of the opening formed at the base end side of the fitting plate is provided with a hole for a bolt that penetrates and fastens the structural material, and has a V-shaped notch cut from the upper edge of the fitting plate and the bottom of the notch. One or more pin holes on the side are provided, and the pin is inserted into the notch and the pin hole via the through hole of the horizontal member.

【0004】ところで、前記の「金具」接合方式のもの
は構造材の側面に取り付ける金物を工場で取り付ける
か、現場で取り付ける必要があるが、前者の場合には金
具が出っ張って梱包に際し梱包材に大きい隙間を必要と
し、結果として詰め込む量が少なくなって運搬上効率が
悪く、また後者の場合には金物をボルトナットにより取
り付ける際に騒音が発生し易いとともに、工期の長期化
につながるという問題があった。
By the way, in the case of the above-mentioned "metal fitting" joining method, it is necessary to install metal fittings to be attached to the side surface of the structural material at the factory or on-site, but in the former case, the metal fittings are protruded and used as a packing material for packing. A large gap is required, and as a result, the packing amount is small and transportation efficiency is poor.In the latter case, there is a problem that noise is likely to occur when mounting metal objects with bolts and nuts and the construction period is prolonged. there were.

【0005】[0005]

【発明が解決しようとする課題】そこでこの発明は、前
記のような従来の問題点を解決し、工場にて金物を取り
付ける場合でも運搬効率がさほど低下せず、また現場に
て金物を取り付ける場合でも騒音を抑制できて工期の短
縮を図ることができる横架材の接合装置を提供すること
を目的とする。
Therefore, the present invention solves the above-mentioned conventional problems and does not significantly lower the transport efficiency even when mounting hardware in a factory, and when mounting hardware on site. However, it is an object of the present invention to provide a joining device for a horizontal member capable of suppressing noise and shortening the construction period.

【0006】[0006]

【課題を解決するための手段】前記目的を達成するた
め、請求項1の発明は、梁や桁などの横架材を柱や胴差
などの構造材に接合する横架材の接合装置において、背
板と少なくとも1つの側板を有し、該側板の上部に受溝
が形成されているとともに、下部にピン孔が形成され、
該背板を構造材の接合面に当接させて固定された接合部
材と、横架材の接合面に縦向きに形成したスリットに嵌
入して固定され、接合部材の受溝及びピン孔と対応する
上部及び下部にピン孔がそれぞれ形成された接合板とを
具え、該接合板は上部ピン孔に挿通したピンが接合部材
の受溝で受け止められ、かつ下部ピン孔と接合部材の下
部ピン孔間にわたりピンが挿通されて接合部材と係止さ
れていることを特徴とする。
In order to achieve the above-mentioned object, the invention of claim 1 is a joining device for a horizontal member for joining a horizontal member such as a beam or a girder to a structural member such as a pillar or a body difference. , A back plate and at least one side plate, a receiving groove is formed in an upper portion of the side plate, and a pin hole is formed in a lower portion,
A joining member fixed by bringing the back plate into contact with the joining surface of the structural member, and a fitting groove and a pin hole of the joining member fitted and fixed in a slit vertically formed on the joining surface of the horizontal member. A joint plate having pin holes formed in corresponding upper and lower portions, respectively, wherein the joint plate has a pin inserted in the upper pin hole received by a receiving groove of the joint member, and the lower pin hole and the lower pin of the joint member. It is characterized in that the pin is inserted through the holes and is locked to the joining member.

【0007】請求項2の発明は、梁や桁などの横架材を
柱や胴差などの構造材に接合する横架材の接合装置にお
いて、背板と両側板を有し、該両側板の上部に受溝が形
成されているとともに、下部にピン孔が形成され、該背
板を構造材の接合面に当接させて固定された横断面略コ
字状の接合部材と、横架材の接合面に所定間隔をおいて
縦向きに形成したスリットに嵌入して固定され、接合部
材の受溝及びピン孔と対応する上部及び下部にピン孔が
それぞれ形成された1対の接合板とを具え、これら接合
板は両上部ピン孔間に挿通したピンが接合部材の受溝で
受け止められ、かつ両下部ピン孔と接合部材の両下部ピ
ン孔間にわたりピンが挿通されて接合部材と係止されて
いることを特徴とする。
According to a second aspect of the present invention, there is provided a horizontal material joining device for joining a horizontal material such as a beam or a girder to a structural material such as a pillar or a body difference. A receiving groove is formed in the upper part of the structure and a pin hole is formed in the lower part of the structure, and the back plate is fixed by contacting the back plate with the bonding surface of the structural member. A pair of joining plates fitted in and fixed to slits formed vertically on the joining surface of the members at predetermined intervals and having pin holes formed in the upper and lower portions corresponding to the receiving grooves and pin holes of the joining member, respectively. In these joint plates, the pin inserted between both upper pin holes is received by the receiving groove of the joint member, and the pin is inserted between both lower pin holes and both lower pin holes of the joint member to form a joint member. It is characterized by being locked.

【0008】請求項3の発明は、請求項2において、ス
リットが、接合部材の背板の幅より両接合板の厚み相当
分大きい間隔で、その奥行き深さが接合板を完全に被覆
可能に形成され、かつ該スリットで挟まれた横架材の接
合面側部分が、接合時に接合部材を受け入れ可能な大き
さの空隙部に切欠形成されていることを特徴とする。請
求項4の発明は、請求項2又は3において、受溝が、接
合部材の両側板の上端に上方開口のV字状に形成されて
いることを特徴とする。
According to a third aspect of the present invention, in the second aspect, the slits are arranged such that the slits are larger than the width of the back plate of the joining member by an amount corresponding to the thickness of both joining plates, and the depth and depth thereof can completely cover the joining plates. The joining surface side portion of the horizontal member which is formed and sandwiched by the slits is notched and formed in a void portion having a size capable of receiving the joining member at the time of joining. A fourth aspect of the present invention is characterized in that, in the second or third aspect, the receiving groove is formed in a V shape having an upper opening at the upper ends of both side plates of the joining member.

【0009】請求項5の発明は、梁や桁などの横架材を
柱や胴差などの構造材に接合する横架材の接合装置にお
いて、背板と側板を有し、該側板の上部に受溝が形成さ
れているとともに、下部にピン孔が形成され、該背板を
構造材の接合面に当接させて固定された横断面略T字状
の接合部材と、横架材の接合面に縦向きに形成したスリ
ットに嵌入して固定され、接合部材の受溝及びピン孔と
対応する上部及び下部にピン孔がそれぞれ形成された1
個の接合板とを具え、この接合板は両上部ピン孔間に挿
通したピンが接合部材の受溝で受け止められ、かつ両下
部ピン孔と接合部材の両下部ピン孔間にわたりピンが挿
通されて接合部材と係止されていることを特徴とする。
According to a fifth aspect of the present invention, there is provided a horizontal material joining device for joining a horizontal material such as a beam or a girder to a structural material such as a pillar or a body difference. A joint groove having a T-shaped cross section, which has a receiving groove formed therein and a pin hole formed in the lower portion, and is fixed by bringing the back plate into contact with the joint surface of the structural member. It is fitted and fixed in a slit vertically formed on the joint surface, and pin holes are formed in upper and lower portions corresponding to the receiving groove and the pin hole of the joint member, respectively.
This joint plate has a pin inserted between both upper pin holes and is received by the receiving groove of the joint member, and the pin is inserted between both lower pin holes and both lower pin holes of the joint member. It is characterized by being locked with the joining member.

【0010】[0010]

【発明の実施の形態】この発明の一実施の形態を、添付
図面を参照して説明する。図1は構造材に横架材が接合
された状態の正面図、図2は同横断平面図である。1は
柱や胴差などの構造材、2は梁や桁などの横架材であ
る。構造材1の接合面には横断面略コ字状の接合部材3
が固定されている。図3にも示すように接合部材3は例
えば板金などからなり、背板3aと、該背板の両側縁か
らそれぞれ同じ向きに直角に折り曲げ形成された両側板
3b,3cを有し、該両側板の上端には上方開口のV字
状受溝5a,5bが形成され、下部にはピン孔6a,6
bが相対向する位置に穿設されている。そして、背板3
aを構造材1の接合面に当接させるとともに、背板3a
と構造材1に形成した通孔7,8にボルト10を挿通し
たうえナット11で締結することにより、固定されてい
る。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention will be described with reference to the accompanying drawings. FIG. 1 is a front view of a state in which a horizontal member is joined to a structural material, and FIG. 2 is a transverse plan view of the same. Reference numeral 1 is a structural material such as a pillar or a body difference, and 2 is a horizontal material such as a beam or a girder. A joining member 3 having a substantially U-shaped cross section is provided on the joining surface of the structural material 1.
Is fixed. As shown in FIG. 3, the joining member 3 is made of, for example, sheet metal, and has a back plate 3a and both side plates 3b and 3c formed by bending both side edges of the back plate in the same direction at right angles. V-shaped receiving grooves 5a and 5b having an upper opening are formed at the upper end of the plate, and pin holes 6a and 6b are provided at the lower part.
b are drilled at positions facing each other. And back plate 3
a is brought into contact with the joint surface of the structural member 1, and the back plate 3a
The bolt 10 is inserted into the through holes 7 and 8 formed in the structural member 1 and is fastened with the nut 11 to fix the structure.

【0011】一方、図4にも示すように横架材2の接合
面には所定間隔で、すなわち接合部材3の背板3aの幅
よりやや大きい間隔でスリット13,14が縦向きに形
成されている。スリット13,14で挟まれた横架材2
の接合面側部分は、接合時に接合部材3を受け入れ可能
な大きさの空隙部16に切欠形成されている。スリット
13,14には板金など金属製の接合板17,18が嵌
入されたうえ、その嵌入先端側に複数個形成したピン孔
21と、これと対応する横架材2に複数個形成したピン
孔22の間に挿通されたピン23により固定されてい
る。接合板17,18はピン23により固定されると、
スリット13,14に完全に被覆して嵌入された状態と
なる。
On the other hand, as shown in FIG. 4, slits 13 and 14 are vertically formed on the joining surface of the horizontal member 2 at a predetermined interval, that is, at an interval slightly larger than the width of the back plate 3a of the joining member 3. ing. Horizontal material 2 sandwiched by slits 13 and 14
The joint surface side portion is formed with a notch in a void portion 16 having a size capable of receiving the joint member 3 at the time of joining. Into the slits 13 and 14, joining plates 17 and 18 made of a metal such as a metal plate are fitted, and a plurality of pin holes 21 are formed on the tip end side of the fitting, and a plurality of pins are formed on the horizontal member 2 corresponding thereto. It is fixed by a pin 23 inserted between the holes 22. When the joining plates 17 and 18 are fixed by the pins 23,
The slits 13 and 14 are completely covered and fitted.

【0012】接合板17,18及び横架材2の接合面側
には接合部材3の受溝5a,5b及びピン孔6a,6b
と対応する上部及び下部にピン孔25,26及びピン孔
27,28がそれぞれ形成されている。接合板17,1
8及び横架材2の両上部ピン孔25,27間にはピン3
0が差し渡されて挿通され、該ピンは接合部材3の受溝
5a,5bで受け止められている。また、接合板17,
18及び横架材2の両下部ピン孔26,28間にはピン
31が差し渡されて挿通され、これにより接合板17,
18はピン30が受溝5a,5bから抜け出るのが阻止
されて接合部材3と係止される。
On the joint surfaces of the joint plates 17 and 18 and the horizontal member 2, the receiving grooves 5a and 5b of the joint member 3 and the pin holes 6a and 6b are formed.
Pin holes 25 and 26 and pin holes 27 and 28 are formed in the upper and lower portions, respectively, corresponding to. Bonding plate 17,1
8 and the upper pin holes 25 and 27 of the horizontal member 2 between the pin 3
0 is inserted and inserted, and the pin is received by the receiving grooves 5a and 5b of the joining member 3. In addition, the joint plate 17,
The pin 31 is inserted and inserted between the lower pin holes 26 and 28 of the horizontal member 18 and the horizontal member 2, whereby the joint plate 17,
The pin 18 is locked to the joining member 3 by preventing the pin 30 from coming out of the receiving grooves 5a and 5b.

【0013】横架材2を構造材1へ接合する方法を説明
する。先ず、構造材1へ接合部材3を固定する。固定す
るには、図3に示すように構造材1の接合面に接合部材
3の背板3aが当接するようにして通孔7,8の位置合
わせを行い、該通孔に接合部材3側からボルト10を通
し、構造材1の反対側に出たボルト10のねじ部にナッ
ト11を螺合して締め付け締結する。これにより、接合
部材3の構造材1への固定は完了するが、この固定作業
は現場作業だけでなく、工場等で予め行って、接合部材
3が固定された構造材1を現場に運び込んでもよい。こ
の運搬に際して、接合部材3の構造材1からの突出量は
わずかであり、これにより運搬効率が低下するようなこ
とはほとんどない。
A method for joining the horizontal member 2 to the structural member 1 will be described. First, the joining member 3 is fixed to the structural material 1. To fix, the through holes 7 and 8 are aligned such that the back plate 3a of the joining member 3 contacts the joining surface of the structural member 1 as shown in FIG. Then, the bolt 10 is passed through, and the nut 11 is screwed onto the threaded portion of the bolt 10 protruding to the opposite side of the structural material 1 and tightened and fastened. As a result, the fixing of the joining member 3 to the structural material 1 is completed, but this fixing work is performed not only at the site work but also in advance at a factory or the like, and the structural material 1 to which the joining member 3 is fixed is carried to the site. Good. At the time of this transportation, the amount of protrusion of the joining member 3 from the structural material 1 is small, and therefore, the transportation efficiency hardly decreases.

【0014】次に、横架材2のスリット13,14へ接
合板17,18をそれぞれ嵌入させ、嵌入先端側の複数
個のピン孔21と横架材2のピン孔22の位置合わせを
行い、両ピン孔間にピン23を挿通して止める。これで
接合板17,18は横架材2に固定された状態となる。
さらに、この固定により位置合わせされる接合板17,
18のピン孔25と横架材2のピン孔27にピン30を
挿通して止める。これにより、接合板17,18の横架
材2への固定は完了するが、この固定作業も現場作業だ
けでなく、工場等で予め行って、接合板17,18が固
定された横架材2を現場に運び込んでもよい。この運搬
に際して、接合板17,18が横架材2から突出するこ
とがない。したがって、この場合においても、運搬効率
が低下するようなことはない。尚、現場作業をした場合
における横架材2のスリット13,14への接合板1
7,18の嵌入固定作業と、構造材1への接合部材3の
固定作業は、この説明では後者を先としたが、前者を先
にしてもよい。
Next, the joining plates 17 and 18 are fitted into the slits 13 and 14 of the horizontal member 2, respectively, and the plurality of pin holes 21 on the leading end side of the fitting are aligned with the pin holes 22 of the horizontal member 2. , Insert the pin 23 between both pin holes and stop. With this, the joining plates 17 and 18 are fixed to the horizontal member 2.
Furthermore, the joining plate 17, which is aligned by this fixing,
The pin 30 is inserted into the pin hole 25 of 18 and the pin hole 27 of the horizontal member 2 and stopped. As a result, the fixing of the joining plates 17 and 18 to the horizontal member 2 is completed, but this fixing work is performed not only at the site work but also in the factory in advance, and the horizontal members to which the joining plates 17 and 18 are fixed are fixed. You may bring 2 to the scene. During this transportation, the joining plates 17 and 18 do not project from the horizontal member 2. Therefore, even in this case, the transportation efficiency does not decrease. It should be noted that the joining plate 1 to the slits 13 and 14 of the horizontal member 2 when the site work is performed
The fitting and fixing work of 7, 18 and the fixing work of the joining member 3 to the structural material 1 are performed by the latter in this description, but the former may be performed first.

【0015】しかる後、横架材2の接合面側をクレーン
などでやや持ち上げて構造材1の接合面側に接近させ、
横架材2の接合板17,18間にあるピン30を図5に
矢印で示すように構造材1の受溝5a,5b間に上方か
ら架け渡すようにして入れる。この際、受溝5a,5b
はV字状を呈しているので、多少前側の位置で受け渡さ
れてもその溝縁に沿って滑るように入り込み、底部の定
位置で確実に架け渡される。
After that, the joint surface side of the horizontal member 2 is slightly lifted by a crane or the like to approach the joint surface side of the structural member 1,
The pin 30 between the joining plates 17 and 18 of the horizontal member 2 is inserted between the receiving grooves 5a and 5b of the structural member 1 from above as shown by the arrow in FIG. At this time, the receiving grooves 5a, 5b
Since it has a V-shape, even if it is delivered at a slightly front position, it slides along the groove edge and is securely bridged at a fixed position on the bottom.

【0016】ピン30の受溝5a,5bへの架け渡しが
終わったら、最後にピン孔26,28間にピン31を挿
通して止める。これにより、ピン30が受溝5a,5b
から抜け出るのが阻止されて接合板17,18と接合部
材3とは係止されることになり、横架材2の構造材1へ
の接合は完了する。
After the pin 30 has been bridged to the receiving grooves 5a and 5b, the pin 31 is finally inserted between the pin holes 26 and 28 and stopped. This causes the pin 30 to receive the receiving grooves 5a and 5b.
The joining plates 17 and 18 and the joining member 3 are locked by being prevented from coming out of the joining member, and the joining of the horizontal member 2 to the structural member 1 is completed.

【0017】前記のようであって、接合部材3、接合板
17,18をそれぞれ構造材1、横架材2に工場等で予
め固定しておけば、現場作業はピン30の受溝5a,5
bへの架け渡しと、ピン31の挿通止めだけとなり、接
合のための工期が著しく短縮される。
As described above, if the joining member 3 and the joining plates 17 and 18 are fixed to the structural member 1 and the horizontal member 2 in advance in a factory or the like, on-site work is to receive the receiving groove 5a of the pin 30, 5
Only the bridging to b and the insertion of the pin 31 are stopped, and the construction period for joining is significantly shortened.

【0018】図6,7は別の実施の形態を示すものであ
る。図6,7はそれぞれ前記実施の形態の図1,2と対
応し、その特徴とするところは接合部材が横断面略T字
状に形成されていること、接合板が1個であることであ
る。すなわち、接合部材43は例えば板金などからな
り、構造材1の接合面とほぼ同一幅を有する背板43a
と、該背板の中央部から直角に折り曲げ形成された側板
43bを有している。側板43bの突出量は受溝等が形
成可能な程度となっている。また、スリット53は接合
部材43の側板43bと対応する位置に該側板と接合板
57が合わせて嵌入可能な大きさ(幅)で形成されてい
る。そのほかの構成は同様であるので、同様部分に同一
符号に40をプラスして示し、詳しい説明は省略する。
6 and 7 show another embodiment. 6 and 7 respectively correspond to FIGS. 1 and 2 of the above-mentioned embodiment, and are characterized in that the joining member is formed in a substantially T-shaped cross section and that there is one joining plate. is there. That is, the joining member 43 is made of, for example, sheet metal, and has a back plate 43a having substantially the same width as the joining surface of the structural material 1.
And a side plate 43b bent and formed at a right angle from the central portion of the back plate. The protruding amount of the side plate 43b is such that a receiving groove or the like can be formed. The slit 53 is formed in a size (width) that allows the side plate and the joint plate 57 to be fitted together at a position corresponding to the side plate 43b of the joint member 43. Since other configurations are the same, the same parts are denoted by the same reference numeral plus 40, and detailed description thereof is omitted.

【0019】この実施の形態でも接合部材43の構造材
1への固定、接合板57の横架材2のスリット53への
固定を終えた後、横架材2の接合板57にあるピン70
を構造材1の受溝45に上方から架け渡すようにして入
れるとともに、横架材2と接合板57に形成されたピン
孔間にピン71を挿通して止めることにより、横架材2
の構造材1への接合ができ、前記実施の形態と同様な作
用効果が期待できる。
Also in this embodiment, after the fixing of the joining member 43 to the structural member 1 and the fixing of the joining plate 57 to the slit 53 of the horizontal member 2, the pins 70 on the joining plate 57 of the horizontal member 2 are finished.
Is inserted into the receiving groove 45 of the structural member 1 from above and the pin 71 is inserted between the horizontal member 2 and the pin hole formed in the joint plate 57 to stop the horizontal member 2.
Can be joined to the structural material 1, and the same effect as the above-mentioned embodiment can be expected.

【0020】前記各実施の形態で示した接合部材3,4
3、接合板17,18,57及び該接合板が嵌入固定さ
れる横架材2のスリット13,14,53等の形状や構
造は好ましい一例であり、実施に際しては必要によりそ
の具体的な形状等は任意に変更することが可能である。
例えば接合部材3を横断面略コ字状としたが、他に側板
が3個ある横断面略ヨ字状としてもよく、また接合部材
43を横断面略T字状としたが、他に背板の一側がない
横断面略L字状としてもよい。したがって、これらの場
合には接合部材の種々の形状に応じてスリットや接合板
の個数もそれに合わせて変更されることになる。受溝5
a,5b,45の形状も例えば側板3b,3c,43b
の先端縁から水平に切り込まれ、さらに下方に垂直に切
り込まれて形成された逆L字状のものとしてもよく、図
面のものに合わせて実施しなくともよいものであること
は言うまでもない。また、各実施の形態では接合板1
7,18,57をスリット13,14,53に完全に被
覆するようにしたが、必ずしも完全に被覆する必要がな
く、接合側を一部被覆しないようにしてもよい。
The joining members 3 and 4 shown in the above embodiments
3, the shapes and structures of the joint plates 17, 18, 57 and the slits 13, 14, 53 of the horizontal member 2 into which the joint plates are fitted and fixed are preferable examples, and the concrete shapes thereof are necessary in the implementation. Etc. can be arbitrarily changed.
For example, while the joining member 3 has a substantially U-shaped cross section, it may have a Y-shaped cross section having three side plates, and the joining member 43 has a T-shaped cross section. The plate may have a substantially L-shaped cross section without one side. Therefore, in these cases, the number of slits and the number of joining plates are also changed according to various shapes of the joining members. Receiving groove 5
The shapes of a, 5b, and 45 are, for example, side plates 3b, 3c, and 43b.
Needless to say, it may be formed into an inverted L-shape formed by cutting horizontally from the tip edge of, and further cutting vertically downward. . Further, in each embodiment, the joining plate 1
Although the slits 13, 18, and 57 are completely covered with the slits 7, 18, and 57, it is not always necessary to completely cover the slits 13, and the joint side may not be partially covered.

【0021】[0021]

【発明の効果】請求項1〜5の発明は前記のような構成
からなるので、従来の「ほぞ」方式のような複雑な加工
を要せず、しかも構造強度が高くて安定した接合装置と
なる。また、従来の「金具」接合方式に比べ、接合部材
や接合板を工場で取り付ける場合でも運搬効率がさほど
低下せず、また現場で取り付ける場合でも騒音を抑制で
きて工期の短縮を図ることができる。さらに、部材費、
施工費などの大幅なコストダウンを図ることができると
いう優れた効果がある。
Since the inventions of claims 1 to 5 are constructed as described above, a stable joining device which does not require complicated processing unlike the conventional "tenon" system and which has a high structural strength is provided. Become. In addition, compared to the conventional "metal fitting" joining method, the transportation efficiency does not decrease so much even when joining members and joining plates are installed in the factory, and noise can be suppressed even when installing on site, and the construction period can be shortened. . In addition, material costs,
It has the excellent effect of being able to significantly reduce construction costs.

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

【図1】この発明の一実施の形態を示す、構造材に横架
材が接合された状態の正面図である。
FIG. 1 is a front view showing a state in which a horizontal member is joined to a structural material, showing an embodiment of the present invention.

【図2】同上の横断平面図である。FIG. 2 is a transverse plan view of the above.

【図3】接合部材の構造材への固定前の状態を示す、分
解斜視図である。
FIG. 3 is an exploded perspective view showing a state before fixing the joining member to the structural material.

【図4】接合板の横架材への固定前の状態を示す、分解
斜視図である。
FIG. 4 is an exploded perspective view showing a state before fixing the joining plate to the horizontal member.

【図5】構造材へ横架材を接合する直前の状態を示す作
用説明図である。
FIG. 5 is an operation explanatory view showing a state immediately before joining the horizontal member to the structural material.

【図6】別の実施の形態を示す、図1と対応する正面図
である。
FIG. 6 is a front view corresponding to FIG. 1, showing another embodiment.

【図7】同上の図2と対応する横断平面図である。FIG. 7 is a transverse plan view corresponding to FIG. 2 above.

【符号の説明】[Explanation of symbols]

1 構造材 2 横架材 3,43 接合部材 5a,5b,45 受溝 6a,6b ピン孔 10,50 ボルト 11,51 ナット 13,14,53 スリット 16 空隙部 17,18,57 接合板 25,26,27,28 ピン孔 30,31,71 ピン 1 structural material 2 horizontal materials 3,43 Joining member 5a, 5b, 45 receiving groove 6a, 6b Pin hole 10,50 volts 11,51 nuts 13,14,53 slits 16 void 17,18,57 Bonding plate 25, 26, 27, 28 pin holes 30, 31, 71 pins

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 梁や桁などの横架材を柱や胴差などの構
造材に接合する横架材の接合装置において、背板と少な
くとも1つの側板を有し、該側板の上部に受溝が形成さ
れているとともに、下部にピン孔が形成され、該背板を
構造材の接合面に当接させて固定された接合部材と、前
記横架材の接合面に縦向きに形成したスリットに嵌入し
て固定され、前記接合部材の受溝及びピン孔と対応する
上部及び下部にピン孔がそれぞれ形成された接合板とを
具え、該接合板は上部ピン孔に挿通したピンが前記接合
部材の受溝で受け止められ、かつ下部ピン孔と前記接合
部材の下部ピン孔間にわたりピンが挿通されて前記接合
部材と係止されていることを特徴とする横架材の接合装
置。
1. A joining device for a horizontal member that joins a horizontal member such as a beam or a girder to a structural member such as a pillar or a body difference. The device has a back plate and at least one side plate, and a receiving member is provided above the side plate. A groove is formed, and a pin hole is formed in the lower part, and the back plate is formed vertically on the joint surface of the horizontal member and the joint member fixed by contacting the back plate with the joint surface of the structural member. The joint plate is fitted into the slit and fixed, and the joint plate has pin holes formed in upper and lower portions corresponding to the receiving groove and the pin hole of the joint member, and the joint plate has the pin inserted in the upper pin hole. 1. A joining device for a horizontal member, wherein the joining member is received by a receiving groove of the joining member, and a pin is inserted between the lower pin hole and the lower pin hole of the joining member to engage with the joining member.
【請求項2】 梁や桁などの横架材を柱や胴差などの構
造材に接合する横架材の接合装置において、背板と両側
板を有し、該両側板の上部に受溝が形成されているとと
もに、下部にピン孔が形成され、該背板を構造材の接合
面に当接させて固定された横断面略コ字状の接合部材
と、前記横架材の接合面に所定間隔をおいて縦向きに形
成したスリットに嵌入して固定され、前記接合部材の受
溝及びピン孔と対応する上部及び下部にピン孔がそれぞ
れ形成された1対の接合板とを具え、これら接合板は両
上部ピン孔間に挿通したピンが前記接合部材の受溝で受
け止められ、かつ両下部ピン孔と前記接合部材の両下部
ピン孔間にわたりピンが挿通されて前記接合部材と係止
されていることを特徴とする横架材の接合装置。
2. A joining device for a horizontal member that joins a horizontal member such as a beam or a girder to a structural member such as a pillar or a body difference, has a back plate and both side plates, and a receiving groove is provided above the both side plates. And a pin hole is formed in the lower part, and a joint member having a substantially U-shaped cross section fixed by bringing the back plate into contact with the joint surface of the structural member, and the joint surface of the horizontal member. And a pair of joining plates which are fixed by being fitted into slits formed in a vertical direction at predetermined intervals, and which have pin holes formed in upper and lower portions corresponding to the receiving groove and the pin hole of the joining member, respectively. In these joining plates, a pin inserted between both upper pin holes is received by a receiving groove of the joining member, and a pin is inserted between both lower pin holes and both lower pin holes of the joining member to form the joining member. A device for joining horizontal members, which is characterized by being locked.
【請求項3】 スリットが、接合部材の背板の幅より両
接合板の厚み相当分大きい間隔で、その奥行き深さが接
合板を完全に被覆可能に形成され、かつ該スリットで挟
まれた横架材の接合面側部分が、接合時に接合部材を受
け入れ可能な大きさの空隙部に切欠形成されている請求
項2記載の横架材の接合装置。
3. The slits are formed at an interval larger than the width of the back plate of the joining member by the thickness of both joining plates, and the depth of the slits is formed so as to completely cover the joining plates, and the slits are sandwiched between the slits. 3. The joining device for a horizontal member according to claim 2, wherein a portion of the horizontal member on the side of the joining surface is notched in a void having a size capable of receiving the joining member at the time of joining.
【請求項4】 受溝が、接合部材の両側板の上端に上方
開口のV字状に形成されている請求項2又は3記載の横
架材の接合装置。
4. The joining device for a horizontal member according to claim 2, wherein the receiving groove is formed in an upper opening V-shaped at the upper ends of both side plates of the joining member.
【請求項5】 梁や桁などの横架材を柱や胴差などの構
造材に接合する横架材の接合装置において、背板と側板
を有し、該側板の上部に受溝が形成されているととも
に、下部にピン孔が形成され、該背板を構造材の接合面
に当接させて固定された横断面略T字状の接合部材と、
前記横架材の接合面に縦向きに形成したスリットに嵌入
して固定され、前記接合部材の受溝及びピン孔と対応す
る上部及び下部にピン孔がそれぞれ形成された1個の接
合板とを具え、この接合板は両上部ピン孔間に挿通した
ピンが前記接合部材の受溝で受け止められ、かつ両下部
ピン孔と前記接合部材の両下部ピン孔間にわたりピンが
挿通されて前記接合部材と係止されていることを特徴と
する横架材の接合装置。
5. A joining device for a horizontal member, which joins a horizontal member such as a beam or a girder to a structural member such as a pillar or a body difference, has a back plate and a side plate, and a receiving groove is formed on an upper portion of the side plate. And a pin hole is formed in the lower part, and the back plate is fixed by abutting the back plate against the joint surface of the structural member,
One joining plate fitted and fixed in a slit formed vertically on the joining surface of the horizontal member and having pin holes formed in upper and lower portions corresponding to the receiving groove and the pin hole of the joining member, respectively. In this joint plate, the pin inserted between both upper pin holes is received by the receiving groove of the joint member, and the pin is inserted between both lower pin holes and both lower pin holes of the joint member to form the joint plate. A joining device for a horizontal member, which is locked to a member.
JP2002027597A 2002-02-05 2002-02-05 Horizontal material joining device Expired - Fee Related JP3653503B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002027597A JP3653503B2 (en) 2002-02-05 2002-02-05 Horizontal material joining device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002027597A JP3653503B2 (en) 2002-02-05 2002-02-05 Horizontal material joining device

Publications (2)

Publication Number Publication Date
JP2003227175A true JP2003227175A (en) 2003-08-15
JP3653503B2 JP3653503B2 (en) 2005-05-25

Family

ID=27749058

Family Applications (1)

Application Number Title Priority Date Filing Date
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004150011A (en) * 2002-10-28 2004-05-27 Sadayuki Hatakeyama Connecting device for horizontal member
JP2006089914A (en) * 2004-09-21 2006-04-06 Kaneshin:Kk Joint device for horizontal member
JP2007092417A (en) * 2005-09-29 2007-04-12 Daiwa House Ind Co Ltd Vibration control joining structure of mutual framework materials such as column and beam
JP2011084893A (en) * 2009-10-14 2011-04-28 Kaneshin:Kk Device for joining horizontal member

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0441002U (en) * 1990-08-08 1992-04-07
JPH08232342A (en) * 1995-02-28 1996-09-10 Shinji Hashimoto Joint structure for column and beam
JP2000129798A (en) * 1998-10-29 2000-05-09 Sanko Techno Co Ltd Connecting structure of wood
JP2001049741A (en) * 1999-08-04 2001-02-20 Sebon Kk Wooden rigid frame
JP2002004423A (en) * 2000-06-19 2002-01-09 Tatsumi:Kk Washer for connecting metal fitting for building timber

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0441002U (en) * 1990-08-08 1992-04-07
JPH08232342A (en) * 1995-02-28 1996-09-10 Shinji Hashimoto Joint structure for column and beam
JP2000129798A (en) * 1998-10-29 2000-05-09 Sanko Techno Co Ltd Connecting structure of wood
JP2001049741A (en) * 1999-08-04 2001-02-20 Sebon Kk Wooden rigid frame
JP2002004423A (en) * 2000-06-19 2002-01-09 Tatsumi:Kk Washer for connecting metal fitting for building timber

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004150011A (en) * 2002-10-28 2004-05-27 Sadayuki Hatakeyama Connecting device for horizontal member
JP2006089914A (en) * 2004-09-21 2006-04-06 Kaneshin:Kk Joint device for horizontal member
JP2007092417A (en) * 2005-09-29 2007-04-12 Daiwa House Ind Co Ltd Vibration control joining structure of mutual framework materials such as column and beam
JP2011084893A (en) * 2009-10-14 2011-04-28 Kaneshin:Kk Device for joining horizontal member

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