JP2764160B2 - Metal frame construction method, wooden frame structure for wooden building, connecting metal fittings and connecting metal fitting unit therefor - Google Patents

Metal frame construction method, wooden frame structure for wooden building, connecting metal fittings and connecting metal fitting unit therefor

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Publication number
JP2764160B2
JP2764160B2 JP8127887A JP12788796A JP2764160B2 JP 2764160 B2 JP2764160 B2 JP 2764160B2 JP 8127887 A JP8127887 A JP 8127887A JP 12788796 A JP12788796 A JP 12788796A JP 2764160 B2 JP2764160 B2 JP 2764160B2
Authority
JP
Japan
Prior art keywords
connection
fitting
slit
shaft
fixing member
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP8127887A
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Japanese (ja)
Other versions
JPH09287201A (en
Inventor
和行 池田
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.)
INSHO RINGYO KK
Original Assignee
INSHO RINGYO KK
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Filing date
Publication date
Application filed by INSHO RINGYO KK filed Critical INSHO RINGYO KK
Priority to JP8127887A priority Critical patent/JP2764160B2/en
Publication of JPH09287201A publication Critical patent/JPH09287201A/en
Application granted granted Critical
Publication of JP2764160B2 publication Critical patent/JP2764160B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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、木造建築の金具
軸組工法、金具軸組構造、そのための連結金具及び連結
金具セットに関し、特に在来の軸組工法に比べて耐久
性、耐震性等を向上させた技術に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of assembling a bracket for a wooden building, a bracket assembling structure, and a connecting bracket and a connecting bracket set therefor. Related to improved technology.

【0002】[0002]

【従来の技術】従来より、わが国での木造住宅の相当の
ものは、在来の軸組工法で建てられているが、その軸組
工法において、土台、柱、桁、梁、胴差等の交点部の接
合は、一方の仕口面に形成したほぞを、他方に形成した
ほぞ穴に差し込むことによって行う。このようなほぞ、
ほぞ穴等の仕口加工は、従来、大工職人が作業小屋で長
時間を要して1箇所ごとに加工していたが、高度な大工
技術を必要とするわりには能率が悪い。また、大工職人
の後継者も非常に不足して、大工職人の大幅な減り込
み、その技術水準の落ち込みも否定できない。そんな中
で、近年、ほぞやほぞ穴の仕口加工を工場で予め行うプ
レカットシステムが改良され、従来の大工加工と比べれ
ば、相当な進歩を遂げた。
2. Description of the Related Art Conventionally, a substantial amount of wooden houses in Japan have been built by a conventional frame construction method. In such a frame construction method, foundations, columns, girders, beams, body gaps and the like are not included. The intersection is joined by inserting a tenon formed on one of the connection surfaces into a tenon formed on the other. Such a tenon,
Conventionally, a carpenter takes a long time in a work hut to process a mortise or the like at a single location, but it is inefficient in spite of requiring advanced carpentry techniques. In addition, the successor of carpenters is also very short, and it is undeniable that carpenters have drastically decreased and their technical level has declined. Under these circumstances, in recent years, the pre-cut system that pre-processes the mortise and mortise at the factory has been improved, and has made considerable progress compared to conventional carpentry processing.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、加工形
状は従来型とほぼ同様なほぞ・ほぞ穴の形状で、近年、
部材の強度の必要性が高まる中においても、その分野の
改善はあまりみられていない。つまり従来の軸組工法で
は、プレカットシステムでその加工を能率化しても、ほ
ぞ・ほぞ穴の形成により構造材たる木材の断面欠損が大
きいため、耐久性・耐震性を高める上での制約となる。
また、この点を補強するために、ほぞとほぞ穴との接合
部に外側から補強金具を打ち付けることも行われている
が、耐久性等の向上にも限界があり、また多数の補強金
具を打ち付ける作業負担が大きく、かつ、材料コストを
押し上げる原因になる。
However, the processing shape is a tenon / mortise shape which is almost the same as the conventional type.
Despite the increasing need for component strength, there has been little improvement in the field. In other words, in the conventional framing method, even if the processing is streamlined by the pre-cut system, the formation of tenons and tenon holes causes large cross-sectional defects in the timber that is the structural material, which is a constraint on improving durability and earthquake resistance. .
In addition, to reinforce this point, it is also practiced to hit a reinforcing metal fitting from the outside at the joint between the tenon and the tenon, but there is a limit to the improvement of durability, etc. The work load for the punching is large, and the material cost is increased.

【0004】この発明の課題は、木造軸組工法の欠点で
ある断面欠損の問題を解消して耐久性・耐震性を高める
とともに、軸組工法における部材のパーツ化・画一化を
図って大工職人の熟練に頼る部分を減少し、かつ補強金
具も基本的には不要として木造住宅のローコスト化を達
成することにある。
[0004] It is an object of the present invention to improve the durability and seismic resistance by solving the problem of cross-sectional defects, which is a drawback of the wooden frame construction method, and to improve the parts and uniformity of members in the frame construction method. The object of the present invention is to reduce the cost of a wooden house by reducing the number of parts relying on the skill of craftsmen and by basically eliminating the need for metal fittings.

【0005】[0005]

【課題を解決するための手段】本発明では、従来の軸組
工法のほぞ、ほぞ穴に代えて、連結すべき双方の構造材
に板状の連結金具の差込み用のスリットを形成し、これ
らのスリットに連結金具の互いに異なる部分をそれぞれ
差し込むとともに、ドラフトピン又はねじ等の軸状の固
定部材によりその連結金具をそれぞれ結合対象の構造材
に固定することを特徴とする。
According to the present invention, in place of the tenon and tenon in the conventional framing method, slits for inserting plate-shaped connecting fittings are formed in both structural members to be connected. The different parts of the connecting fittings are inserted into the slits, and the connecting fittings are respectively fixed to the structural members to be joined by a shaft-shaped fixing member such as a draft pin or a screw.

【0006】より具体的には、例えば請求項1に記載の
ように、木造建築の土台、柱等の垂直材、桁、梁、胴差
等の横架材を含む木製の構造材において、第1の構造材
と1又は2以上の第2の構造材をこれらの交点部で板状
の連結金具を介して連結するために、第1の構造材の仕
口部に前記板状の連結金具の一部を差し込むための第1
側のスリットを形成し、前記第2の構造材の仕口部に前
記連結金具の他の部分を差し込むための第2側のスリッ
トを形成する。それら第1側及び第2側のスリットのう
ちの少なくとも一方は所定の深さで片側又は両側が閉鎖
された袋状のものとされる。そして前記連結金具の一部
を前記第1側のスリットに差し込み、かつ前記第1の構
造材の外側から前記連結金具の第1側の差込み部分に形
成した貫通部にドラフトピン又はねじ等の軸状の固定部
材を突入させることにより前記連結金具の一部を前記第
1の構造材に固定する。また、前記連結金具の他の部分
を前記第2の構造材のスリットに差し込み、かつ前記第
2の構造材の外側から前記連結金具の第2側の差込み部
分に形成した貫通部にドラフトピン又はねじ等の軸状の
固定部材を突入させることにより前記連結金具の他の部
分を前記第2の構造材に固定する。これによって、前記
第1の構造材と第2の構造材とを前記板状の連結金具を
介して一体的に連結する。
More specifically, for example, in a wooden structural material including a vertical member such as a foundation and a pillar of a wooden building, a horizontal member such as a girder, a beam, and a body, as set forth in claim 1, In order to connect one structural member and one or more second structural members via a plate-shaped connecting member at these intersections, the plate-shaped connecting member is connected to a connection portion of the first structural member. First to insert part of
A second side slit is formed to insert another portion of the connection fitting into a connection portion of the second structural member. The first and second side slits
At least one of them is closed at one or both sides at a specified depth
It is made into a bag shape. Then, a part of the connection fitting is inserted into the slit on the first side, and a shaft such as a draft pin or a screw is inserted into a penetrating portion formed from the outside of the first structural member at the insertion portion on the first side of the connection fitting. A part of the connection fitting is fixed to the first structural member by projecting a fixing member in a shape of a circle. Also, the other part of the connection fitting is inserted into the slit of the second structural material, and a draft pin or a draft pin is inserted into a penetrating part formed from the outside of the second structural material to the insertion part on the second side of the connection fitting. The other part of the connection fitting is fixed to the second structural member by protruding a shaft-shaped fixing member such as a screw. As a result, the first structural member and the second structural member are integrally connected via the plate-shaped connection fitting.

【0007】このように連結すべき各構造材の仕口部に
スリットを形成し、板状の連結金具を各スリットにそれ
ぞれ挿入するとともに、ドラフトピン等の軸状の固定部
材で固定することによって、構造材の仕口部には従来の
ほぞやほぞ穴の加工と異なり、その構造材の大きさに比
べて面積的には僅かなスリットを形成するものであるた
め、従来のほぞ・ほぞ穴の接合に比べて構造材の断面欠
損が著しく減少し、構造材の接合部の耐久性・耐震性が
向上する。しかも、上記スリットが所定の深さで片側又
は両側が閉鎖した袋状のものとされることにより、断面
強度はいっそう高まり、かつ上記スリットと連結金具の
連結も容易なものとなる。また板状の連結金具とスリッ
ト、さらにドラフトピン等の固定部材による接合によっ
て、構造材の内部において連結金具を介した充分な結合
強化が保証されるため、従来のような外部から打ち付け
る補強金具を基本的には必要とせず、そのような補強金
具の材料コストさらにはその作業負担が解消する。
A slit is formed in the opening of each structural material to be connected as described above, and a plate-like connecting metal fitting is inserted into each slit, and fixed by a shaft-shaped fixing member such as a draft pin. Unlike conventional mortises and mortises, the connection of the structural material has a small slit in area compared to the size of the structural material. Compared with the joining of the structural materials, the cross-sectional defect of the structural material is remarkably reduced, and the durability and the earthquake resistance of the joint of the structural material are improved. In addition, the above slit has a predetermined depth on one side or
Has a bag-like shape with both sides closed,
The strength is further increased, and the slits and
Connection is also easy. Also, by joining with the plate-like connecting metal and the fixing member such as the slit and the draft pin, a sufficient bonding reinforcement through the connecting metal inside the structural material is ensured. Basically, it is not necessary, and the material cost of such reinforcing metal fittings and the work load are eliminated.

【0008】さらに、連結すべき構造材の仕口部のスリ
ット構造、連結金具の形状等を全体として画一化・パー
ツ化することが容易であるため、そのようなパーツユニ
ットを工場で予め加工しておき、それを現場で組み立て
るようにすれば、大工職人の高度な熟練性も要求され
ず、また加工や組付けも簡単であるため、職人不足の解
消と、木造住宅のローコスト化が達成できる。また、連
結金具の大半が木材の中に入るので、万一火災等があっ
ても連結金具が直接火にあたらず、熱で金具が変形し木
造住宅の構造自体が修復不能になるような鉄の欠点をカ
バーできる。
Furthermore, since it is easy to make the slit structure of the connection part of the structural material to be connected, the shape of the connecting fitting, etc. as a whole and to make them into parts as a whole, such a part unit is pre-processed in a factory. If you assemble it on site, carpenters do not need to be highly skilled, and they are easy to process and assemble, eliminating the shortage of craftsmen and lowering the cost of wooden houses. it can. In addition, most of the metal fittings are in the wood, so even if there is a fire, the metal fittings will not directly hit the fire, and the heat will deform the metal fittings, making the structure of the wooden house itself unrepairable. Can cover the disadvantages.

【0009】また請求項2のように、土台に4角柱状の
柱を連結する場合、又はその柱の上部に前記横架材を連
結する場合に、柱の仕口面から柱の長手方向に前記スリ
ットをその仕口面以外の柱外面に現れない袋状に形成す
ることができる。さらに、その袋状のスリットを横断す
る方向への、柱に対するドラフトピン等の軸状の固定部
材の突入量及びその挿入孔を、その挿入側とは反対側の
柱外面までは達しないように短く設定する。これにより
ドラフトピン等の挿入側の面を除く柱の3面を化粧面に
することができる。これは、従来の外部から打ち付ける
補強金具では柱の外面に金具が現れて化粧面とできず、
そのために金具の使用箇所も限定されたのに対し、この
発明では金具が柱内に隠れて外部に見えないため、柱の
化粧面にも積極的に使用できることを意味する。さら
に、ドラフトピン等を打ち込んだ柱外面が、例えば柱の
下部にあってこれが畳等で隠れる場合等は、実質的に柱
の4面を化粧面とできる。
Further, when connecting a quadrangular column to the base or connecting the horizontal member to the upper part of the column as in claim 2, in the longitudinal direction of the column from the joint surface of the column. The slit can be formed in a bag shape that does not appear on the outer surface of the column other than the connection surface. Furthermore, in the direction traversing the bag-shaped slit, the amount of insertion of the shaft-shaped fixing member such as a draft pin into the column and its insertion hole should not reach the column outer surface opposite to the insertion side. Set shorter. Thereby, the three surfaces of the pillar except for the surface on the insertion side such as the draft pin can be made decorative surfaces. This is because the metal fittings appear on the outer surface of the pillar and cannot be used as a decorative surface with the conventional reinforcing metal fittings that are hit from the outside.
For this reason, the use places of the metal fittings are limited, but in the present invention, the metal fittings are hidden inside the pillar and cannot be seen outside, which means that the metal fitting can be used positively also on the decorative surface of the pillar. Further, when the outer surface of the pillar into which the draft pin or the like is driven is, for example, at the lower part of the pillar and is hidden by a tatami mat or the like, the four faces of the pillar can be substantially made decorative.

【0010】また請求項3のように、垂直材から側方に
突出した連結金具に対して、横架材に上側閉鎖スリット
を形成することができる。上側閉鎖スリットは、横架材
を連結金具の突出部分に上方から落とし込むことができ
るように下方に開口するが、上側は行き止まり形態とな
ったものであり、その上側にはスリットが貫通しない木
材部分が所定の厚さ分残されている。そして、横架材を
その上側閉鎖スリットにおいて連結金具の突出部分に上
から乗りかかるように組み付け、かつドラフトピン等の
軸状の固定部材でその連結金具に固定する。このような
工法によれば、横架材が連結金具の上に跨った状態とな
るため、ドラフトピン等の固定部材が仮に抜け落ちた
り、折れたりしたような場合でも、横架材は自身が跨っ
ている上記連結金具で支持される。従って施工時の安全
性が高く、また後の耐久性・耐震性にも優れている。
According to a third aspect of the present invention, an upper closing slit can be formed in the horizontal member for the connecting fitting projecting laterally from the vertical member. The upper closing slit is opened downward so that the horizontal member can be dropped into the protruding portion of the connecting fitting from above, but the upper end has a dead end form, and the upper end has a slit. A portion of the wood that does not penetrate is left for a predetermined thickness. Then, the horizontal member is assembled so as to ride on the protruding portion of the connection fitting from above at the upper closing slit, and is fixed to the connection fitting by a shaft-shaped fixing member such as a draft pin. According to such a construction method, since the horizontal member is straddled on the connecting bracket, even when the fixing member such as the draft pin is dropped or broken, the horizontal member is straddled by itself. Supported by the above-mentioned connecting fitting. Therefore, the safety at the time of construction is high, and the durability and earthquake resistance afterwards are also excellent.

【0011】また、請求項2のような袋状のいわば両側
閉鎖スリットとしたり、請求項3のような片側にのみ開
放してもう片側は閉じたいわば片側閉鎖スリットとした
りすることで、上述のような効果に加えて、木材仕口部
の断面欠損がきわめて少なくなり、高耐久性・高耐震性
を確保する上からも一層好ましいものとなる。
In addition, the bag-shaped so-called closed slit on both sides as in claim 2 or the one-side closed slit closed on one side and closed on the other side as described in claim 3 can be used as described above. In addition to such effects, cross-section loss of the wood joint is extremely reduced, which is more preferable from the viewpoint of securing high durability and high earthquake resistance.

【0012】さらに、請求項4のように、垂直材から側
方に突出した連結金具の突出部分に、ドラフトピン等の
軸状の固定部材を落とし込むための切欠部を形成するこ
とができる。他方、横架材の上側閉鎖スリットの上端部
に、該スリットを横断するように前記軸状の固定部材を
プリセットしておく。そして、その横架材を連結金具の
突出部分に落とし込むときに、そのプリセットした軸状
の固定部材を切欠部に落とし込んで位置決めし、さらに
別の軸状の固定部材で横架材を連結金具に固定する。こ
のように、連結金具の切欠部に相手方の軸状の固定部材
を落とし込むことで、横架材を連結金具に対し簡単に位
置決めすることができ、垂直材に対する横架材の組付け
を容易に行うことができる。
Further, a notch portion for dropping a shaft-shaped fixing member such as a draft pin can be formed in a protruding portion of the connecting fitting protruding laterally from the vertical member. On the other hand, the shaft-shaped fixing member is preset at the upper end of the upper closing slit of the horizontal member so as to cross the slit. Then, when dropping the horizontal member into the projecting portion of the connecting bracket, the preset shaft-shaped fixing member is dropped into the notch and positioned, and the horizontal member is further connected to the connecting bracket with another shaft-shaped fixing member. Fix it. In this way, by dropping the mating shaft-shaped fixing member into the notch of the connecting metal, the horizontal member can be easily positioned with respect to the connecting metal, and the horizontal member can be easily attached to the vertical member. It can be carried out.

【0013】なお、軸状の固定部材として、上述のドラ
フトピンを好適に用いることができるが、このドラフト
ピンは請求項8に記載のように、軸状のピン脚部と、そ
の一端に形成されて偏平状等の、上記ピン脚部より部分
的に側方に突出する頭部を有するものを使用できる。こ
のドラフトピンが構造材に形成されたピン孔に打ち込ま
れる結果、そのピン脚部が連結金具に形成された貫通孔
等の貫通部に通されて、その連結金具が固定されるとと
もに、ドラフトピンの頭部が上記ピン孔の開口部に食い
込んで抜け止めされる。また予め打ち込んだドラフトピ
ンを前述のように連結金具の切欠部に落とし込むことも
できる。
The above-mentioned draft pin can be preferably used as the shaft-shaped fixing member. The draft pin is formed on the shaft-shaped pin leg and one end thereof. A head having a flat shape or the like and having a head partially projecting laterally from the pin leg can be used. As a result of the draft pin being driven into a pin hole formed in the structural material, the pin leg portion is passed through a through-hole such as a through-hole formed in the connection fitting, and the connection fitting is fixed and the draft pin is fixed. The head of the pin bites into the opening of the pin hole and is prevented from falling off. Also, the previously driven draft pin can be dropped into the notch of the connecting fitting as described above.

【0014】請求項5のように、木造建築の土台から、
柱、胴差、桁、梁、小屋束、母屋、棟木等に至るまでそ
れらの構造材を前記連結金具及び軸状の固定部材で連結
するようにすれば、個々の結合部はもちろん、木造住宅
等の木造建築の耐久性・耐震性が全体として向上する。
According to claim 5, from the foundation of the wooden building,
If these structural materials are connected to the columns, trunks, girders, beams, shed bundles, purlins, purlins, etc. by the connecting fittings and shaft-shaped fixing members, not only individual joints but also wooden houses The overall durability and seismic resistance of wooden buildings are improved.

【0015】また、請求項6のように、構造材としての
土台又は横架材に形成するスリットは、その土台又は横
架材の長手方向とほぼ平行になるように形成することが
望ましく、それにより土台や横架材の木の繊維を切断す
ることを避け、木材の強度を減殺しないようにすること
ができる。
It is desirable that the slit formed in the base or the horizontal member as the structural material is formed so as to be substantially parallel to the longitudinal direction of the base or the horizontal member. By doing so, it is possible to avoid cutting the fiber of the wood of the base or the cross member, and not to reduce the strength of the wood.

【0016】また、請求項7のように、例えば土台に柱
を上述の連結金具を介して組み付ける場合において、連
結金具の1点を土台に対しドラフトピン等により1軸線
周りに回動可能な状態で仮付けし、この連結金具の自由
端部を、斜め又は倒した状態の柱のスリットに挿入して
ドラフトピン等で固定した後、この柱等を起こすように
回動させ、直立になった後にさらに別のドラフトピン等
で連結金具を土台に固定することができる。このように
すれば、柱を土台に対し垂直に立てる場合等における労
力が軽減し、かつその位置決めも簡単に行い得る。
Further, in a case where the pillar is assembled to the base via the above-mentioned connecting fitting, for example, one point of the connecting fitting can be rotated around one axis with a draft pin or the like with respect to the base. After inserting the free end of the connecting bracket into the slit of the column in an oblique or tilted state and fixing it with a draft pin or the like, it was rotated to raise this column, etc., and it became upright. Later, the connection fitting can be fixed to the base with another draft pin or the like. In this way, the work required when the column is erected perpendicular to the base is reduced, and the positioning can be easily performed.

【0017】請求項9は、本件技術が、工法のみななら
ず、木造建築の金具軸組構造としても把握できることを
示している。
Claim 9 shows that the present technology can be grasped not only as a construction method but also as a bracket structure of a wooden building.

【0018】請求項10及び11は、上述のような金具
軸組工法又は金具軸組構造に好適なな連結金具を例示す
るものであり、その詳細は各請求項に記載のとおりであ
るが、請求項10は垂直材から両側に突出する両側突出
し式の連結金具、請求項11は垂直材の片側に突出する
片側突出し式の連結金具である。いずれしても、これら
長短2種類の連結金具は、相手の連結金具との結合の際
に互いに噛み合わせる組合せ用切込み溝を備え、かつ、
上述の軸状の固定部材を落とし込みための切欠部を備え
る。その切欠部は上下反転しても使用できるように対称
的に形成する。これにより、これらの連結金具は組合せ
用切込み溝が上側に開放した姿勢でも、これを上下反転
して組合せ用切込み溝が下側に開放した姿勢でも使用で
きる。
Claims 10 and 11 exemplify connecting brackets suitable for the above-described bracket framing method or bracket framing structure, and the details thereof are as described in each claim. A tenth aspect of the present invention is a two-sided protruding connection fitting projecting from both sides of the vertical member, and an eleventh aspect is a one-sided protruding connection fitting projecting to one side of the vertical member. In any case, these two types of long and short connection metal fittings are provided with a combination notch groove that engages with each other at the time of coupling with a mating connection metal fitting, and
A notch is provided for dropping the shaft-shaped fixing member. The notch is formed symmetrically so that it can be used even if it is turned upside down. Thus, these connection fittings can be used in a posture in which the combination cut groove is opened upward, or in a posture in which the combination cut groove is opened downward and the combination cut groove is opened downward.

【0019】そして、請求項12のように、これら長短
2種類の連結金具(両側突出し式連結金具、片側突出し
式連結金具)を用意しておき、その長い方の単独で、垂
直材に対して横架材を一直線状に連結するI形連結金具
となる。さらに、長いもの2個により、垂直材に対し横
架材を十字状に連結する十字連結金具ユニットとなり、
長いものと短いものの組合せにより、垂直材に対して横
架材をT字状に連結するT形連結金具ユニットとなる。
さらに、短いもの2個により、垂直材に対して横架材を
L字状に連結するL形連結金具ユニットとなる。このよ
うに、長短2種類の連結金具により、I形、十字、T
形、L形の4種類の連結形態に対応できるため、金具の
コストが安く、管理もし易いほか、現場での金具使用時
に作業者にとって煩雑でないため作業性がよく、作業能
率が上がる利点もある。
As described in claim 12, these two types of long and short connecting metal fittings (two-sided protruding connecting metal and one-side protruding connecting metal) are prepared, and the longer one is used alone for the vertical member. It becomes an I-shaped connecting metal fitting for connecting the horizontal members in a straight line. Furthermore, by two long ones, it becomes a cross connection fitting unit for connecting the horizontal member to the vertical member in a cross shape,
The combination of the long one and the short one constitutes a T-shaped connection fitting unit for connecting the horizontal member to the vertical member in a T-shape.
Furthermore, an L-shaped connection fitting unit for connecting the horizontal member to the vertical member in an L shape by using two short members. In this way, the I-shaped, cross, T
It is possible to cope with four types of connection forms, i.e., shape and L-shape, so that the cost of the metal fittings is low and easy to manage. In addition, there is an advantage that the work efficiency is good because the operator is not troublesome when using the metal fittings on site. .

【0020】[0020]

【発明の実施の形態】以下、図面に示す実施例を参照し
つつ、本発明の実施の形態を説明する。図1は軸組構造
による木造住宅の一例を示すもので、例示のような構造
材において、例えば図2に示すように、土台1と、垂直
材としての通し柱等の柱2とが、板状の連結金具3を介
して連結されている。土台1の表面にはその上面に開口
するスリット4が形成され、また柱2の下端部にはスリ
ット5が形成されていて、連結金具3は土台1のスリッ
ト4に差し込まれる第1の部分3aと、柱2のスリット
5に差し込まれる第2の部分3bとを有するL字状に形
成されている。
Embodiments of the present invention will be described below with reference to embodiments shown in the drawings. FIG. 1 shows an example of a wooden house having a frame structure. In a structural material such as an example, as shown in FIG. 2, for example, a base 1 and a pillar 2 such as a through pillar as a vertical material are formed in a plate shape. Are connected via the connection fitting 3. A slit 4 is formed on the upper surface of the base 1, and a slit 5 is formed on a lower end of the column 2. The connecting fitting 3 is a first portion 3 a inserted into the slit 4 of the base 1. And a second portion 3b inserted into the slit 5 of the pillar 2 is formed in an L-shape.

【0021】柱2は、図3に示すように土台1の上面に
着座するが、前述の金具3の第1の部分3aはスリット
4内に収容され、かつ図2のように側方から打ち込まれ
たドラフトピン(以下、単にピンともいう)6により土
台1に固定され、また金具3の第2の部分3bは柱2の
スリット5内に収容され、かつ側方から打ち込まれたピ
ン6により柱2の下端部に固定されている。土台1には
スリット4と直角に交差するように例えば2本のピン孔
7が形成され、また柱2の下端部にも、スリット5と直
角に交差する方向にピン孔8が形成されている。また連
結金具3の第1の部分3aには厚さ方向に貫通する貫通
孔9が形成され、これが土台1のピン孔7と一致するよ
うになっており、また金具3の第2の部分3bにも、貫
通孔10が形成されていて、これが柱2のピン孔8と一
致するようになっている。
The column 2 is seated on the upper surface of the base 1 as shown in FIG. 3, but the first portion 3a of the above-mentioned metal fitting 3 is accommodated in the slit 4 and is driven from the side as shown in FIG. The base portion 1 is fixed to the base 1 by a draft pin (hereinafter, also simply referred to as a pin) 6, and the second portion 3 b of the metal fitting 3 is accommodated in the slit 5 of the column 2 and is driven by a pin 6 driven from the side. It is fixed to the lower end of the column 2. For example, two pin holes 7 are formed on the base 1 so as to intersect the slit 4 at a right angle, and a pin hole 8 is also formed at the lower end of the column 2 in a direction intersecting the slit 5 at a right angle. . Further, a through hole 9 is formed in the first part 3a of the connection fitting 3 so as to penetrate in the thickness direction. The through hole 9 matches the pin hole 7 of the base 1, and the second part 3b of the fitting 3 is formed. Also, a through-hole 10 is formed, which coincides with the pin hole 8 of the column 2.

【0022】ドラフトピン6は図4に例示するように、
円形断面の軸状のピン脚部6aと、その一端に連続する
偏平楕円状の頭部6bとを有し、これら両部分が滑らか
につながったもので、頭部6bの長軸寸法はピン脚部6
aの直径より一定量多くなっていて、それだけピン脚部
6aの表面から両側に突出した形態となっている。この
ようなドラフトピン6が、図2に示すように土台1のピ
ン孔7から打ち込まれ、金具3の貫通孔9を貫いて内部
で金具3の第1の部分3aを土台1に固定するととも
に、図4に示すように、その頭部6bがピン孔7の開口
部に食い込んで抜け止めされる。柱2側についても同様
に、ピン孔8から打ち込まれたピン6が、金具3の貫通
孔10を貫いて金具3の第2の部分3bを柱2に固定す
るとともに、頭部6bがピン孔8に食い込んで抜け止め
される。
The draft pin 6 is, as exemplified in FIG.
It has a shaft-shaped pin leg 6a having a circular cross section and a flat elliptical head 6b connected to one end thereof, and these two portions are smoothly connected to each other. Part 6
The diameter of the pin leg 6a is larger than the diameter of the pin leg 6a by a certain amount, and the pin leg 6a protrudes to both sides from the surface. Such a draft pin 6 is driven into the pin hole 7 of the base 1 as shown in FIG. 2, and passes through the through hole 9 of the metal fitting 3 to fix the first portion 3a of the metal fitting 3 to the base 1 inside. As shown in FIG. 4, the head 6b bites into the opening of the pin hole 7 and is prevented from falling off. Similarly, on the pillar 2 side, the pin 6 driven from the pin hole 8 penetrates the through hole 10 of the fitting 3 to fix the second portion 3b of the fitting 3 to the pillar 2, and the head 6b has the pin hole. 8 is cut off and stopped.

【0023】土台1に形成したスリット4は、例えば図
5に示すように、土台1の長手方向とほぼ平行となるよ
うに形成されている。つまり、土台1を横断する方向に
スリット4が形成されると木の繊維を切断することとな
って、その強度を減殺するため、土台1の長手方向に平
行にスリット4を形成することにより、土台1の強度に
対する影響がほとんど生じないようにすることができ
る。そして、図2に示したようなスリット4,5及び板
状の連結金具3、さらにはドラフトピン6による土台1
と柱2との連結により、これら連結部(結合部)におけ
る木材仕口面の断面欠損が、ほぞとほぞ穴の結合に比べ
て著しく小さくなり、高耐久性及び高耐震性の軸組構造
となる。
The slit 4 formed in the base 1 is formed so as to be substantially parallel to the longitudinal direction of the base 1, for example, as shown in FIG. In other words, when the slit 4 is formed in the direction crossing the base 1, the fiber of the tree is cut, and the strength is reduced. By forming the slit 4 in parallel with the longitudinal direction of the base 1, The influence on the strength of the base 1 can be hardly generated. Then, as shown in FIG.
With the connection between the mortar and the pillar 2, the cross-section loss of the timber connection surface at these connection portions (joining portions) is significantly reduced as compared with the combination of mortise and tenon holes, and has a highly durable and highly earthquake-resistant frame structure. Become.

【0024】図6(a)に示すように、柱2の下端部の
仕口面に形成された前記スリット5は、その仕口面から
柱の長手方向に向かって、その仕口面以外の柱外面に現
れない袋状に形成されている。言い換えれば、スリット
5は柱2の仕口面内にいわば閉じこめれた線分状に開口
し、その線分の両端は仕口面の中に閉じた形態で位置す
る。このスリット5の大きさは、例えばスリット厚みが
6〜7mm、またその高さ(線分長さ)が例えば60〜
70mm程度、さらに奥行き(深さ)が180mm程度
とすることができる。また柱2の大きさは、例えば60
×60mm〜150×150mm程度の範囲が好適であ
る。柱2のサイズは今日の規格寸法の場合、例えば10
5角〜120角程度の大きさが多く、このようなものに
もちろん好適である。そして、前述の連結金具3の厚さ
やその大きさ(第2の部分3b等)は柱2のスリット5
の厚み、高さ及び奥行きよりわずかに小さく形成されて
いて、この金具3をスリット5に容易に差し込むことが
できるようになっている。
As shown in FIG. 6 (a), the slit 5 formed in the connection surface at the lower end of the column 2 extends from the connection surface in the longitudinal direction of the column to a portion other than the connection surface. It is formed in a bag shape that does not appear on the outer surface of the column. In other words, the slits 5 open in a so-called confined line segment in the connection surface of the column 2, and both ends of the line segment are located in a closed form in the connection surface. The size of the slit 5 is, for example, a slit thickness of 6 to 7 mm and a height (line segment length) of, for example, 60 to 7 mm.
The depth can be about 70 mm, and the depth (depth) can be about 180 mm. The size of the pillar 2 is, for example, 60
A range of about × 60 mm to about 150 × 150 mm is preferable. The size of the pillar 2 is, for example, 10
There are many sizes of about 5 to 120 squares, which are suitable for such a thing. The thickness and the size (the second portion 3b and the like) of the connection fitting 3 are determined by the slits 5 of the column 2.
Is formed slightly smaller than the thickness, height and depth of the bracket 3 so that the metal fitting 3 can be easily inserted into the slit 5.

【0025】また、図6(b)に示すように、そのスリ
ット5を横方向に横断するピン孔8は柱2の一側面から
形成され、反対側の側面までは達しないように形成され
ている。またドラフトピン6の長さも、そのピン孔8よ
りもわずかに短く設定されていて、同図(c)のよう
に、ドラフトピン6が打ち込まれる結果、金具3が柱2
に固定されるが、ピン孔8が開口する柱側面Aを除く柱
の3面B、C及びDには、スリット5やピン孔8及びピ
ン6が一切現れない。従ってこの3面B、C及びDを柱
2の化粧面として使用できる。さらに同図(d)に示す
ように、ピン6の頭部が露出する柱側面Aについても、
この柱の下端部が畳90等の下側に隠れる場合は、実質
上この柱側面Aを含んで、他の柱外面B、C、Dととも
に柱の4面全てを化粧面とできる。
As shown in FIG. 6B, a pin hole 8 which crosses the slit 5 in the lateral direction is formed from one side surface of the column 2 and is formed so as not to reach the opposite side surface. I have. Also, the length of the draft pin 6 is set slightly shorter than the pin hole 8, and as a result of the driving of the draft pin 6, as shown in FIG.
However, the slit 5, the pin hole 8 and the pin 6 do not appear at all on the three surfaces B, C and D of the column except the column side A where the pin hole 8 opens. Therefore, these three surfaces B, C and D can be used as decorative surfaces of the pillar 2. Further, as shown in FIG. 4D, the column side A where the head of the pin 6 is exposed also
When the lower end portion of the pillar is hidden under the tatami mat 90 or the like, substantially all of the four pillar faces, including this pillar side face A and the other pillar outer faces B, C, and D, can be used as decorative faces.

【0026】なお、図6(a)に示すような袋状のスリ
ット5を形成する際には、例えば同図(e)に示すよう
に、チェーンソー11を主体とする切込装置12を好適
に使用することができる。このチェーンソー式切込装置
12は、その本体12aが例えばガイドレール12bに
よって前進するように配置され、そのヘッド部にあるチ
ェーンソー11が、予め位置決め固定された柱2に向か
って前進移動し、その柱の仕口面から閉じた袋状のスリ
ット5を柱2の長手方向に形成する。このようなチェー
ンソー式切込装置12はコストも安く、従ってこの加工
コストも安価に抑えることができる。
In forming the bag-shaped slit 5 as shown in FIG. 6A, for example, as shown in FIG. 6E, the cutting device 12 mainly composed of the chain saw 11 is preferably used. Can be used. The chain saw-type cutting device 12 is arranged such that its main body 12a moves forward by, for example, a guide rail 12b, and the chainsaw 11 at its head portion moves forward toward the column 2 which has been positioned and fixed in advance. A closed bag-shaped slit 5 is formed in the longitudinal direction of the pillar 2 from the connection surface of the column 2. Such a chain saw type cutting device 12 is inexpensive, and therefore, the processing cost can be reduced.

【0027】図7は、土台1に対し柱2を連結金具13
を介して連結する際に、柱2の組付けを容易化したもの
である。つまり金具13自体は図2の金具3と基本的に
同様であるが、この金具13の第1の部分13aを土台
1のスリット4に差し込んだ際、まずその先端部の貫通
孔9に1本のピン6を打ち込み、このピン6を中心とし
て、金具13がそのスリット4から上方へ抜け出すよう
に倒すことができる状態とする。そして、適宜の角度だ
け金具13を倒した状態で、金具13の第2の部分13
bを柱2のスリット5に挿入したのち、ピン6で両者を
固定する。その後、金具13とともに柱2を起こすよう
にすると、金具13はピン6を中心として図中反時計方
向に回動し、柱2が垂直に起立する。その後、金具73
の第1の部分13aのもう一方の貫通孔9にピン6を打
ち込んで、金具13を土台1に固定する。このようにす
ることで、柱2を立て易く、また土台1への固定も簡単
になる。なお、第1の金具部分13aの先端部は、上述
の回動を許容するために円弧状に形成されている。
FIG. 7 shows the connection of the column 2 to the base 1
This facilitates the assembling of the pillars 2 when connecting via the. That is, the metal fitting 13 itself is basically the same as the metal fitting 3 of FIG. 2, but when the first portion 13a of the metal fitting 13 is inserted into the slit 4 of the base 1, one of the metal fittings 13 is first inserted into the through hole 9 at the tip end thereof. The pin 13 is driven into a state in which the metal fitting 13 can be tilted around the pin 6 so as to fall out from the slit 4 upward. Then, the second part 13 of the metal fitting 13 is set in a state where the metal fitting 13 is tilted by an appropriate angle.
After inserting b into the slit 5 of the column 2, both are fixed with the pin 6. After that, when the column 2 is raised together with the metal fitting 13, the metal fitting 13 rotates around the pin 6 in the counterclockwise direction in the drawing, and the column 2 stands upright. Then, the metal fitting 73
The pin 13 is driven into the other through hole 9 of the first portion 13a to fix the metal fitting 13 to the base 1. By doing so, the pillar 2 can be easily erected, and can be easily fixed to the base 1. The tip of the first metal part 13a is formed in an arc shape to allow the above-described rotation.

【0028】図2において柱2の上側部分は、例えば梁
13や桁14等の横架材と柱2とを連結金具15,16
を介して結合する構造を示している。柱2にはその一外
面と直角にスリット17が形成され、またこれと90度
異なる柱外面に別のスリット18が形成されている。そ
してスリット17に板状の連結金具15が、またスリッ
ト18に別の連結金具16が差し込まれており、スリッ
ト17はスリット18より所定量大きな高さを有してい
るが、これは金具16を差し込んだ後、これと噛み合う
ように金具15を差し込んで落とし込むためのスペース
を確保しているからである。
In FIG. 2, the upper part of the column 2 is formed by connecting the column 2 with connecting members 15, 16 such as a beam 13 or a girder 14 and the like.
2 shows a structure linked via a. A slit 17 is formed in the column 2 at right angles to one outer surface thereof, and another slit 18 is formed in the column outer surface differing from this by 90 degrees. A plate-shaped connection fitting 15 is inserted into the slit 17, and another connection fitting 16 is inserted into the slit 18. The slit 17 has a height larger than the slit 18 by a predetermined amount. This is because, after insertion, a space is secured for inserting and dropping the metal fitting 15 so as to mesh with this.

【0029】図8(a)は上述のスリット17,18を
示すものであるが、これらのスリットは、(b)に示す
ように切込側からそれぞれ行き止まり形態で形成するこ
ともできるし、(c)に示すように反対側の柱外面に突
き抜けるように、全体として十字状に形成することもで
きる。そして(d)に示すように、梁13や桁14と柱
2とを、連結金具15,16を介して連結する。この金
具15,16については後にさらに詳しく説明するが、
図2のように金具15の柱2からの突出部分には、上側
にU字状もしくはV字状等に開放された切欠部19が、
また金具16の柱2からの突出部分にも同様な切欠部2
0が形成されている。これらの切欠部19や20は、例
えば横架材としての梁13等に予めプリセットされるピ
ン6を落とし込むためのもので、各金具15,16に
は、その落とし込みの後に打ち込まれるピン6を通す適
数の貫通孔21,22が形成されている。
FIG. 8A shows the slits 17 and 18 described above. These slits can be formed in the form of dead ends from the cut side as shown in FIG. As shown in c), it may be formed in a cross shape as a whole so as to penetrate the outer surface of the opposite column. Then, as shown in (d), the beam 13 or the spar 14 and the column 2 are connected via the connection fittings 15 and 16. The metal fittings 15 and 16 will be described in more detail later.
As shown in FIG. 2, a notch 19 that is open in a U-shape or a V-shape is formed on a protruding portion of the bracket 15 from the column 2.
A similar notch 2 is also provided at a protruding portion of the bracket 16 from the column 2.
0 is formed. These notches 19 and 20 are for dropping pins 6 preset in a beam 13 or the like as a horizontal member, for example, and pass the pins 6 to be driven after the drop into the metal fittings 15 and 16. An appropriate number of through holes 21 and 22 are formed.

【0030】図9に示すように梁13や桁14等の横架
材には、その仕口面から横架材長手方向にスリット23
が形成されている。このスリット23は下側には開口す
るが、上側には行き止まり形態とされ、その上側に木材
部分が切り込まれることなく残っている上側閉鎖スリッ
トである。このようなスリット23は、図9(a)に示
すように、丸鋸加工で切り込むこともできるし、あるい
は(b)に示すように、図6(e)に示したチェーンソ
ー式切込装置12を用いて、下に開放した形態で形成す
ることもできる。また梁13等の横架材には、そのスリ
ット23を横断するように、例えば3本のピン孔24が
設けられ、そのうちの仕口面側のピン孔24aが、予め
ピン6をプリセットするものとされ、残るピン孔24b
がその落とし込みの後、固定用のピンを打ち込むための
ものとなっている。
As shown in FIG. 9, the horizontal members such as the beam 13 and the girder 14 have slits 23 extending in the longitudinal direction of the horizontal member from the connection surface.
Are formed. This slit 23 is open at the lower side, but has a dead end form at the upper side, and is an upper closing slit in which the wood portion remains without being cut at the upper side. Such a slit 23 can be cut by circular sawing as shown in FIG. 9A, or, as shown in FIG. 9B, the chainsaw cutting device 12 shown in FIG. And can be formed in a form opened downward. Further, in the horizontal member such as the beam 13, for example, three pin holes 24 are provided so as to cross the slit 23, of which the pin holes 24 a on the connection surface side preset the pins 6 in advance. And the remaining pin hole 24b
However, after the drop, the fixing pin is driven.

【0031】そして図10に示すように、例えば梁13
のスリット23を横断するように予めピン6を打ち込ん
でプリセットし、この状態で梁13を柱2の連結金具1
5に対し上方から落とし込む。それによって、そのプリ
セットされたピン6が金具15の上端縁の切欠部19に
嵌まり込んで位置決めされ、その位置決め状態で、梁1
3の側方のピン孔24bから固定用のピン6を打ち込
み、金具15の貫通孔21を貫通させて、梁13と金具
15とを強固に一体化する。
Then, as shown in FIG.
The pin 13 is previously driven by driving the pin 6 so as to cross the slit 23 of the column 2 and the beam 13 is connected to the connection fitting 1 of the column 2 in this state.
5 is dropped from above. As a result, the preset pin 6 fits into the notch 19 at the upper end edge of the metal fitting 15 and is positioned.
The fixing pin 6 is driven in from the pin hole 24b on the side of No. 3 to penetrate the through hole 21 of the metal fitting 15, and the beam 13 and the metal fitting 15 are firmly integrated.

【0032】つまり、梁13の上側閉鎖スリット23が
金具15に上から乗りかかるように落とし込まれる結
果、図10の最下段に示すように、梁13が金具15に
上から跨った状態となる。従って仮にピン6が存在しな
くても梁13は金具15で安定に支持される上に、さら
に固定用のピン6が打ち込まれることによって、横架材
と柱との強固な一体的連結が実現する。なお、図2にお
いて、金具15や16は、柱2にこれらと直角方向に形
成されたピン孔27や28から打ち込まれるピンによっ
てそれぞれ柱2に固定される。
That is, as a result of the upper closing slit 23 of the beam 13 being dropped so as to ride on the metal fitting 15 from above, the beam 13 straddles the metal fitting 15 from above as shown in the lowermost stage of FIG. . Therefore, even if the pin 6 does not exist, the beam 13 is stably supported by the metal fitting 15 and furthermore, the fixing pin 6 is driven into the beam 13 to realize a strong integral connection between the horizontal member and the column. I do. In FIG. 2, the metal fittings 15 and 16 are fixed to the column 2 by pins driven from pin holes 27 and 28 formed in the column 2 at right angles thereto.

【0033】次に、図2の梁13や桁14等の横架材
を、柱2等の垂直材に連結する際に使用する金具の具体
例を、図11,12等に基づいて説明する。図11に示
す板状の連結金具30は、柱2を貫通するスリット31
に差し込まれる中央差込み部30aと、その柱2の両側
に突出する両側差込み部(突出部)30b及び30cを
備えている。中央差込み部30aには相手方の金具と噛
み合わせるための切込み溝32が、金具高さ方向におい
て一方の端縁から切り込まれ、ほぼ金具中央部まで達し
ている。切込み溝32の両側に位置して、この中央差込
み部30aを柱2に固定するためのピン6を通す適数の
貫通孔33が設けられている。両側の各差込み部30b
及び30cには、前述のピン6を落とし込むための切欠
部34が、上側の端縁と下側の端縁とにその金具の高さ
方向中央の基準線に関して対称に形成され、また各両側
差込み部30b及び30aの外端部付近には、横架材と
の固定を図るピン挿通用のピン孔35が上下に対称的に
形成されている。
Next, specific examples of metal fittings used for connecting the horizontal members such as the beams 13 and the spar 14 in FIG. 2 to the vertical members such as the columns 2 will be described with reference to FIGS. . The plate-like connecting metal fitting 30 shown in FIG.
And a two-sided insertion part (projection part) 30b and 30c protruding from both sides of the column 2 thereof. In the center insertion portion 30a, a notch groove 32 for engaging with the other metal fitting is cut from one edge in the height direction of the metal fitting, and almost reaches the central part of the metal fitting. An appropriate number of through holes 33 are provided on both sides of the cut groove 32 and through which pins 6 for fixing the center insertion portion 30a to the column 2 pass. Each insertion part 30b on both sides
And 30c, a notch 34 for dropping the above-mentioned pin 6 is formed symmetrically with respect to a reference line at the center in the height direction of the bracket at the upper edge and the lower edge, and is inserted into each side. In the vicinity of the outer ends of the portions 30b and 30a, pin holes 35 for pin insertion for fixing to the horizontal members are formed vertically symmetrically.

【0034】そして図16に示すように、このような両
側突出し式連結金具(長尺金具)30の2枚を互いの切
込み溝32の開口を向かい合わせた状態で、双方の切込
み溝32を噛み合わせて(互いに落とし込んで)十字状
に連結することができる。この際、落とし込み用の切欠
部34やピン孔35等が、上下対称の形で形成されてい
るため、同一の(一種の)金具30の一方を起立状態
で、他方を上下反転した状態で組み合わせれば、上側に
必ず切欠部34が位置する状況が得られる。
Then, as shown in FIG. 16, the two cut-out fittings (long metal fittings) 30 on both sides are engaged with each other in a state where the openings of the cut-out grooves 32 face each other. Together (dropped together) they can be connected in a cross. At this time, the notch 34 for dropping, the pin hole 35, and the like are formed in a vertically symmetrical shape, so that one of the same (one kind of) metal fittings 30 is combined in an upright state and the other is turned upside down. Then, a situation where the notch 34 is always located on the upper side can be obtained.

【0035】図12は片側突出し式連結金具37を示し
ており、これは図11の両側突出し式連結金具30と比
較すると、それの片側の差込み部30cが省略された形
態となっている。それ以外は実質的に同様であり、上下
対称に切欠部34やピン孔35が形成されている。従っ
て、切込み溝32が上側を向いた状態でも下側を向いた
状態でも、上端縁には必ず落とし込み用の切欠部34が
位置する。
FIG. 12 shows a one-sided protruding connection fitting 37, which is different from the two-sided protruding connection fitting 30 of FIG. 11 in that the insertion portion 30c on one side thereof is omitted. The rest is substantially the same, and the notch 34 and the pin hole 35 are formed symmetrically in the vertical direction. Therefore, the cutout portion 34 for dropping is always located at the upper end edge regardless of whether the cut groove 32 faces upward or downward.

【0036】上記のような長尺の金具30と短尺の金具
37とを、例えば図17のように組み合わせることによ
り、T字状の金具ユニットとなり、図18のように短尺
の金具37を2枚組み合わせることによりL字状の金具
ユニットとすることができる。以上をまとめると、図1
1の金具30の1種と、図12の金具37の1種の都合
2種の金具のみで、図20に示すように4種類の使用パ
ターンが可能ということになる。(a)は長尺の金具3
0を用いて柱2に対し一直線上に2本の横架材を連結す
るI形結合であり、(b)は長尺の2枚の金具30を組
み合わせることにより、柱2に対し4本の横架材を十字
状に連結する十字結合である。(c)は長尺の金具30
と短尺の金具37とにより柱2に対し3本の横架材をT
字状に連結するT形結合、(d)は短い2個の金具37
を用いて、柱2に対し2本の横架材をL字状に連結する
L形結合である。
By combining the long metal fittings 30 and the short metal fittings 37 as shown in FIG. 17, for example, a T-shaped metal fitting unit is formed. As shown in FIG. 18, two short metal fittings 37 are provided. By combining them, an L-shaped bracket unit can be obtained. To summarize the above, Figure 1
As shown in FIG. 20, four types of usage patterns are possible with only one type of metal fitting 30 and one type of metal fitting 37 of FIG. (A) is a long metal fitting 3
0 is an I-shaped connection for connecting two horizontal members in a straight line with respect to the column 2, and (b) shows a combination of two long metal fittings 30 to form four columns with two columns. It is a cross connection that connects the horizontal members in a cross shape. (C) is a long metal fitting 30
And three short brackets 37, the three horizontal members are
T-shaped connection connecting in a letter shape, (d) shows two short metal fittings 37
Is an L-shaped connection for connecting two horizontal members to the column 2 in an L-shape.

【0037】なお、図13に示す金具30’は、図11
の金具30に対し、その両側差込み部30b,30c
に、握り開口39を付加的に形成したものであり、図1
4の金具37’は、図12の金具37に同様の握り開口
39を形成したものである。この握り開口39は、金具
30’や37’を作業者が柱のスリットに差し込む際
に、この金具を持ち易くするためのものである。例えば
図15に示すように、作業者が親指を除く4本の指を握
り開口39に入れて金具端部を握り、この状態で金具3
0’又は37’を柱のスリットに差し込むようにすれ
ば、その差込み作業を容易に行うことができる。
The metal fitting 30 'shown in FIG.
Fittings 30b, 30c on both sides of the fitting 30
In addition, a grip opening 39 is additionally formed, as shown in FIG.
The metal fitting 37 'of No. 4 has the same gripping opening 39 as the metal fitting 37 of FIG. The grip opening 39 is provided to make it easier for the worker to insert the metal fittings 30 ′ and 37 ′ into the slits of the pillar. For example, as shown in FIG. 15, the worker grasps four fingers except the thumb, puts it into the opening 39, grasps the end of the fitting, and in this state, the fitting 3
If 0 'or 37' is inserted into the slit of the pillar, the insertion work can be easily performed.

【0038】ところで、例えば図11の金具30や図1
2の金具37において、図19に模式的に示すように、
金具30の両端には横架材を支持する荷重が下向きに作
用する。そのため、切込み溝32が下向きの場合はこれ
を閉じる向きに金具30に変形負荷が作用するが、その
切込み溝32には相手方の金具が噛み合っているため、
その向きの負荷には充分耐えられる。他方、切込み溝3
2が上向きの場合は、これを開く向きに変形荷重が作用
し、これは金具30の材料強度で耐える。従って、比較
的長く重量の大きい梁等の横架材を支持する際は、金具
30を切込み溝32が下向きとなるように使用し、比較
的短く重量もそれほどでない桁等の横架材を支持する側
の金具30は、切込み溝32が上向きの姿勢で使うのが
望ましい。
By the way, for example, the fitting 30 shown in FIG.
In the second metal fitting 37, as schematically shown in FIG.
A load supporting the horizontal member acts on both ends of the metal fitting 30 in a downward direction. Therefore, when the cut groove 32 is downward, a deformation load acts on the metal fitting 30 in a direction to close the cut groove 32. However, since the other metal fitting is engaged with the cut groove 32,
It can withstand the load in that direction. On the other hand, the cut groove 3
In the case where 2 is upward, a deformation load is applied in a direction in which it is opened, and this is endured by the material strength of the fitting 30. Therefore, when supporting a relatively long and heavy beam such as a beam, the metal fitting 30 is used so that the cut groove 32 faces downward, and a relatively short and light beam such as a girder is supported. It is desirable that the metal fitting 30 on the side to be used is used with the cut groove 32 facing upward.

【0039】また、図20のように組み合わせて使う金
具ユニットとしては、図11や図12等に示した上下反
転使用できるものが、2種のみの金具で全て対応できる
ため望ましいが、図21及び22に示す両側突出し式連
結金具(長尺の金具)40,41、及び片側突出し式の
金具(短尺の金具)42,43を用いても差し支えな
い。これらの金具40〜43では、金具の一方の端縁に
のみ前記ピン落とし込み用の切欠部44が形成されてい
て、切込み溝45が上向きで使用する金具と下向きで使
用する金具とがそれぞれ専用の金具となっている。短尺
の金具42,43についても同様である。いうなれば、
金具40や42は、切込み溝45と落とし込み用の切欠
部44とが同じ側になるいわば同相金具といえ、これに
対し金具41,43は、切込み溝45と切欠部44とが
反対側にあるいわば異相金具といえる。
As the metal fitting unit used in combination as shown in FIG. 20, those which can be used upside down as shown in FIG. 11 and FIG. 12 are preferable because only two kinds of metal fittings can be used. It is also possible to use both-side protruding connection fittings (long metal fittings) 40 and 41 and one-side protruding fittings (short metal fittings) 42 and 43 shown in FIG. In these metal fittings 40 to 43, the notch 44 for dropping the pin is formed only at one edge of the metal fitting, and the metal fitting used when the cut groove 45 is upward and the metal fitting used downward are respectively dedicated. Metal fittings. The same applies to the short metal fittings 42 and 43. In other words,
The metal fittings 40 and 42 can be said to be so-called in-phase metal fittings in which the cut groove 45 and the notch 44 for dropping are on the same side, whereas the metal fittings 41 and 43 have the cut groove 45 and the notch 44 on the opposite side. It can be said that it is a foreign metal fitting.

【0040】各金具40〜43には、ピン挿通用の貫通
孔46及び47が形成されているが、図19で説明した
理由により、切込み溝45を上向きに使用する金具40
や42では、その切込み溝45の開き変形を抑制するた
めに、ピン孔46をその切込み溝45の切込み始端側に
近づけて形成することもできる。そして、図21の金具
40と41とを組み合わせて十字結合、金具40と4
3,又は金具41と42との組み合わせによりT形結
合、また金具42と43との組み合わせでL形結合の金
具ユニットとする。ただ図11及び12等の金具と比べ
ると、長尺のもの2種及び短尺のもの2種の都合4種の
ものが必要となる。
Each of the metal fittings 40 to 43 has through holes 46 and 47 for pin insertion. For the reason described with reference to FIG. 19, the metal fitting 40 using the cut groove 45 upward.
In (42), the pin hole 46 can be formed close to the cut start end of the cut groove 45 in order to suppress the opening deformation of the cut groove 45. Then, the metal fittings 40 and 41 shown in FIG.
3, or a combination of the fittings 41 and 42 is a T-shaped connection, and a combination of the fittings 42 and 43 is a L-shaped fitting unit. However, compared to the fittings shown in FIGS. 11 and 12, two types of long ones and two types of short ones are required, and four types are required.

【0041】なお、金具40,41の上下方向の寸法を
大きくして、図23に示す金具77あるいは78とする
こともできる。さらに図24に示すように、丈の長い金
具49に対し、片側差込み(突出)部だけ横架材の丈に
合わせて丈寸法を大きくし、切込み溝45を含む柱への
差込み部分は丈寸法の小さい金具50,51等を用いる
こともできる。金具49と51との組み合わせで例えば
T形結合を、金具50と51との組み合わせで例えばL
形結合の金具ユニットとすることができる。
The metal fittings 40 and 41 may be enlarged in the vertical direction to obtain the metal fittings 77 or 78 shown in FIG. Further, as shown in FIG. 24, the length of the long metal fitting 49 is increased in accordance with the length of the transverse member only at the one-side insertion (projection) portion, and the insertion portion to the pillar including the cut groove 45 is the length dimension. Metal fittings 50, 51, etc., having a small size can also be used. For example, a T-shaped connection is formed by combining the metal fittings 49 and 51, and an L-shaped connection is formed by combining the metal fittings 50 and 51.
It can be a fitting unit of a form connection.

【0042】図2に戻って、柱2の上端の仕口面にも閉
じた袋状のスリット52を下方に向かって閉じた袋状の
形態で形成し、ここに長方形状の連結金具53を差し込
み、かつその柱2の上端から突出する金具部分を、例え
ば小屋梁等の横架材に形成したスリットに差し込んで、
両者を前述のようなピン6で固定することもできる。図
2の53aは、そのためのピン孔を示す。また図25に
示すように、柱2の上端部仕口部、胴差59等の横架材
さらに二階管柱54等の垂直材に跨って、直線状のスリ
ット55を形成し(スリット55a、55b、55cが
一直線上に連なったもの)、帯状の連結金具56を三者
(2、59、54)に跨って差し込み、かつピン6によ
り固定することもできる。
Returning to FIG. 2, a closed bag-shaped slit 52 is also formed on the connection surface at the upper end of the column 2 in a bag-like shape closed downward, and a rectangular connecting fitting 53 is formed therein. Insert, and insert the metal part protruding from the upper end of the pillar 2 into a slit formed in a horizontal member such as a hut beam, for example,
Both can be fixed with the pin 6 as described above. Reference numeral 53a in FIG. 2 indicates a pin hole for that purpose. Further, as shown in FIG. 25, a linear slit 55 is formed (a slit 55a, 55b and 55c are arranged in a straight line), and a belt-shaped connecting metal fitting 56 can be inserted across the three members (2, 59, 54) and fixed with the pin 6.

【0043】なお、図1において全ての結合部分につい
ては説明しないが、二階管柱と小屋梁、小屋梁と小屋
束、小屋束と棟木又は母屋等も、以上説明したような適
宜の金具連結工法により接合できる。
Although not shown in FIG. 1 for all the connecting portions, the second-floor pipe column and the hut beam, the hut beam and the hut bundle, the hut bundle and the purlin, or the purlin, etc., are also connected by the appropriate fitting connecting method as described above. Can be joined together.

【0044】また図26は、例えば十字結合の金具ユニ
ット57を柱に対して装着する際に、上から落とし込む
方式の十字状のスリット58を、柱2等の垂直材の上端
仕口面から下方に向かって形成したものである。
FIG. 26 shows a cross-shaped slit 58 which is dropped from above when mounting a cross-connecting metal fitting unit 57 to a column, for example, from the upper end surface of a vertical member such as the column 2 or the like. It is formed toward.

【0045】図27は参考技術を示すもので、柱2等の
垂直材に上からかぶせるタイプの被冠式の連結金具60
を示している。この金具60は角筒部61と、その上端
を塞ぐ天井部62と、角筒部61の外側面から側方に突
出する複数の板状部63とを有する。天井部62が垂直
材の上端に着座し、この天井部62には開口64を形成
して、ここにさらに上方へつなぐスリット65を形成す
ることができる。例えば4個の板状部63に、梁や桁等
の横架材に形成したスリットを差し込むもので、横架材
側にプリセットしたピン等の軸状の固定部材を落とし込
む落とし込み部66、その落とし込みの後、各板状部6
3に横架材を固定するためのピンを通す貫通孔67等が
形成されている。この被冠式の金具60を、例えば図2
0(a)〜(d)に示す金具ユニットに代えて用いるこ
ともできる。
FIG. 27 shows a reference technique, in which a crown-type connecting metal fitting 60 of a type which is placed over a vertical member such as a pillar 2 from above.
Is shown. The metal fitting 60 has a rectangular cylindrical part 61, a ceiling part 62 closing the upper end thereof, and a plurality of plate-like parts 63 projecting laterally from the outer surface of the rectangular cylindrical part 61. A ceiling part 62 is seated on the upper end of the vertical member, and an opening 64 is formed in the ceiling part 62, and a slit 65 can be formed in the ceiling part 62 so as to be connected further upward. For example, a slit formed in a horizontal member such as a beam or a girder is inserted into the four plate-like portions 63, and a drop-in portion 66 for dropping a shaft-shaped fixing member such as a pin preset on the horizontal member side is provided. After each plate-shaped part 6
A through-hole 67 through which a pin for fixing the horizontal member is passed is formed in 3. This crowned metal fitting 60 is, for example, shown in FIG.
It can be used in place of the metal fitting unit shown in FIGS.

【0046】なお、以上の説明で例示した以外に、図3
の土台1と柱70、柱70と横架材71、横架材71と
前記柱2等を、スリットに差し込む前述のような連結金
具73,74,75を用いて連結することができる。ま
た、個々に図示はしないが、例えば横架材と別の横架材
(例えば桁と桁)とを柱を介さず直接一直線状に継ぎ合
わすために前述のスリット及び板状の連結金具を用いる
こともできる。また垂直材についても、例えば図25で
柱2と54を胴差59を介さず直接連結する場合も同様
である。
It should be noted that, besides the above description, FIG.
The base 1 and the column 70, the column 70 and the horizontal member 71, and the horizontal member 71 and the column 2 and the like can be connected using the above-described connecting fittings 73, 74, and 75 to be inserted into the slits. In addition, although not shown individually, for example, the above-described slit and plate-like connection fitting are used to directly join a horizontal member and another horizontal member (for example, a girder) in a straight line without using a pillar. You can also. The same applies to the case of the vertical members, for example, when the columns 2 and 54 are directly connected to each other without the trunk 59 in FIG.

【0047】さらに、図3に示すように、例えば金具7
3の土台1に差し込む部分に2以上のピン6を打ち込む
場合、これらのピン6が水平方向に一直線上に連ならな
いように、ピン6の位置をずらすこと(3個のピン6の
場合は、例えば中間のピン6の位置を上側又は下側へず
らすこと等)ができる。そうすることで、土台1の水平
方向に裂け荷重が作用した場合でも、それに対する抵抗
力が増す。
Further, as shown in FIG.
In the case where two or more pins 6 are driven into the portion to be inserted into the base 1 of 3, the positions of the pins 6 are shifted so that these pins 6 are not connected in a straight line in the horizontal direction (in the case of three pins 6, For example, the position of the intermediate pin 6 can be shifted upward or downward). By doing so, even if a tearing load acts on the base 1 in the horizontal direction, the resistance to the tearing load increases.

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

【図1】木造住宅の軸組工法の一例を示す図。FIG. 1 is a diagram showing an example of a wooden frame construction method.

【図2】土台と柱等の垂直材とを板状の連結金具を介し
て連結する分解斜視図。
FIG. 2 is an exploded perspective view of connecting a base and a vertical member such as a pillar via a plate-shaped connection fitting.

【図3】土台と柱との連結部の正面図。FIG. 3 is a front view of a connecting portion between a base and a pillar.

【図4】軸状の固定部材の一例としてドラフトピンを示
す図。
FIG. 4 is a diagram showing a draft pin as an example of a shaft-shaped fixing member.

【図5】土台に形成したスリットの向きを示す平面図。FIG. 5 is a plan view showing the direction of a slit formed on a base.

【図6】柱の下端部に袋状のスリットを形成し、これに
短いドラフトピン等を用いることで、柱の3面又は4面
を化粧面とすること、及びそのスリットの加工方法を併
せて示す説明図。
FIG. 6: A bag-shaped slit is formed at the lower end of a pillar, and a short draft pin or the like is used for the slit to make three or four faces of the pillar a decorative surface, and a method of processing the slit. FIG.

【図7】土台に対し柱をピンを支点に回転させて立てる
説明図。
FIG. 7 is an explanatory view of setting up a pillar by rotating a pillar on a fulcrum with respect to a base;

【図8】柱に横架材結合のために形成したスリットと金
具の装着例を示す図。
FIG. 8 is a diagram showing an example of mounting a slit and a metal fitting formed on a pillar for connecting a transverse member.

【図9】横架材に形成した上側閉鎖スリットの一例を示
す斜視図。
FIG. 9 is a perspective view showing an example of an upper closing slit formed in a horizontal member.

【図10】横架材の落とし込みによる組付けを示す説明
図。
FIG. 10 is an explanatory view showing assembling by dropping a horizontal member.

【図11】両側突出し式連結金具の一例を示す正面図。FIG. 11 is a front view showing an example of a connection fitting protruding from both sides.

【図12】片側突出し式連結金具の一例を示す正面図。FIG. 12 is a front view showing an example of a one-side protruding connection fitting.

【図13】図11の変形例を示す正面図。FIG. 13 is a front view showing a modification of FIG. 11;

【図14】図12の変形例を示す正面図。FIG. 14 is a front view showing a modification of FIG. 12;

【図15】図13及び図14の握り開口の作用説明図。FIG. 15 is a diagram illustrating the operation of the grip opening shown in FIGS. 13 and 14;

【図16】十字状に金具を組み合わせる説明図。FIG. 16 is an explanatory diagram of combining metal fittings in a cross shape.

【図17】T字状に金具を組み合わせた図。FIG. 17 is a diagram in which metal fittings are combined in a T shape.

【図18】L字状に金具を組み合わせた図。FIG. 18 is a diagram in which metal fittings are combined in an L shape.

【図19】下向き荷重により切込み溝に作用する力の説
明図。
FIG. 19 is an explanatory diagram of a force acting on a cut groove due to a downward load.

【図20】I形、十字、T形及びL形の金具又は金具ユ
ニットの使用例を示す平面図。
FIG. 20 is a plan view showing an example of using I-shaped, cross-shaped, T-shaped, and L-shaped brackets or bracket units.

【図21】別の両側突出し式金具を示す正面図。FIG. 21 is a front view showing another side-projecting metal fitting.

【図22】別の片側突出し式連結金具を示す正面図。FIG. 22 is a front view showing another one-side protruding connection fitting.

【図23】図21の変形例を示す正面図。FIG. 23 is a front view showing a modification of FIG. 21;

【図24】金具のさらに別の変形例を示す正面図。FIG. 24 is a front view showing still another modified example of the fitting.

【図25】垂直材、横架材及び垂直材の三者を連結金具
で結合する場合の説明図。
FIG. 25 is an explanatory diagram of a case where three members, a vertical member, a horizontal member, and a vertical member, are connected by a connection fitting;

【図26】垂直材の上端に十字状のスリットを形成し
て、そこに金具を落とし込んだ状態の斜視図。
FIG. 26 is a perspective view showing a state in which a cross-shaped slit is formed at the upper end of a vertical member, and a metal fitting is dropped therein.

【図27】参考図としての被冠式の連結金具を示す斜視
図。
FIG. 27 is a perspective view showing a crowned connection fitting as a reference drawing.

【符号の説明】[Explanation of symbols]

1 土台 2 柱 3 連結金具 4,5 スリット 6 ドラフトピン 7,8 ピン孔 9,10 貫通孔 13 梁 14 桁 15,16 連結金具 17,18 スリット 19,20 切欠部 21,22 貫通孔 30 両側突出し式連結金具 31 スリット 32 切込み溝 33,35 貫通孔 34 切欠部 37 片側突出し式連結金具 39 握り開口 DESCRIPTION OF SYMBOLS 1 Base 2 pillar 3 Connecting metal fittings 4,5 slit 6 Draft pin 7,8 pin hole 9,10 through hole 13 beam 14 girder 15,16 connecting metal fitting 17,18 slit 19,20 cutout part 21,22 through hole 30 Both sides protrude Connection metal fitting 31 Slit 32 Cut groove 33, 35 Through hole 34 Notch 37 One-side protruding connection metal fitting 39 Grip opening

Claims (12)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 木造建築の土台、柱等の垂直材、桁、
梁、胴差等の横架材を含む構造材において第1の構造材
と1又は2以上の第2の構造材をこれらの交点部で板状
の連結金具を介して連結するために、第1の構造材の仕
口部に前記板状の連結金具の一部を差し込むための第1
側のスリットを形成し、前記第2の構造材の仕口部に前
記連結金具の他の部分を差し込むための第2側のスリッ
トを形成するとともに、それら第1側及び第2側のスリ
ットのうちの少なくとも一方は所定の深さで片側又は両
側が閉鎖された袋状のものとされ、前記連結金具の一部
を前記第1側のスリットに差し込み、かつ前記第1の構
造材の外側から前記連結金具の第1側の差込み部分に形
成した貫通部にドラフトピン又はねじ等の軸状の固定部
材を突入させることにより前記連結金具の一部を前記第
1の構造材に固定する一方、前記連結金具の他の部分を
前記第2の構造材のスリットに差し込み、かつ前記第2
の構造材の外側から前記連結金具の第2側の差込み部分
に形成した貫通部にドラフトピン又はねじ等の軸状の固
定部材を突入させることにより前記連結金具の他の部分
を前記第2の構造材に固定し、もって前記第1の構造材
と第2の構造材とを前記板状の連結金具を介して一体的
に連結することを特徴とする木造建築の金具軸組工法。
[Claim 1] Vertical members such as foundations and columns of wooden buildings, girders,
In order to connect the first structural material and one or more second structural materials at a point of intersection of the first structural material and the one or more second structural materials through a plate-like connecting metal fitting in a structural material including a horizontal member such as a beam or a body difference, A first part for inserting a part of the plate-like connecting fitting into a connection part of the structural material of the first aspect.
Side slits, and second side slits for inserting other portions of the connection fittings into the connection portions of the second structural member, and the first side and second side slits are formed.
At least one of them is at a given depth on one or both sides
A side of the bag was closed, and a part of the connecting member was inserted into the slit on the first side, and formed from the outside of the first structural material at a plug-in portion on the first side of the connecting member. A part of the connection fitting is fixed to the first structural member by projecting a shaft-shaped fixing member such as a draft pin or a screw into the through portion, and another part of the connection fitting is connected to the second structure. Into the slit of the material and the second
The other part of the connection fitting is inserted into the penetrating portion formed in the insertion part on the second side of the connection fitting from the outside of the structural material of the above by connecting a shaft-shaped fixing member such as a draft pin or a screw to the second part. A metal frame assembly method for a wooden building, wherein the metal frame is fixed to a structural member, and the first structural member and the second structural member are integrally connected to each other via the plate-shaped connecting metal member.
【請求項2】 前記土台に4角柱状の柱を連結する場
合、又はその柱の上部に前記横架材を連結する場合に、
前記柱の仕口面から柱の長手方向に前記スリットをその
仕口面以外の柱外面に現れない袋状に形成し、かつその
袋状のスリットを横断する方向への、前記柱に対する前
記軸状の固定部材の突入量及びその挿入孔を、その挿入
側とは反対側の柱外面までは達しないように短く設定し
て、前記軸状の固定部材の挿入側の面を除く前記柱の3
面を化粧面にできるようにしたことを特徴とする請求項
1に記載の木造建築の金具軸組工法。
2. When connecting a quadrangular pillar to the base, or when connecting the horizontal member to the upper part of the pillar,
The slit is formed in the shape of a bag that does not appear on the outer surface of the column other than the connection surface in the longitudinal direction of the column from the connection surface of the column, and the axis for the column in a direction crossing the bag-shaped slit. The insertion amount of the fixing member and the insertion hole thereof are set short so as not to reach the outer surface of the column opposite to the insertion side, and the length of the column excluding the surface on the insertion side of the shaft-shaped fixing member is set. 3
2. The method according to claim 1, wherein the surface is a decorative surface.
【請求項3】 前記垂直材から側方に突出した前記連結
金具に対する前記横架材のスリットとして、その横架材
を前記連結金具の突出部分に上方から落とし込むことが
できるように下方に開口するが、上側は行き止まり形態
となった上側閉鎖スリットを形成し、その上側閉鎖スリ
ットにおいてその横架材を前記連結金具の突出部分に上
から乗りかかるように組み付け、かつ前記軸状の固定部
材でその連結金具に固定することを特徴とする請求項1
又は2に記載の木造建築の金具軸組工法。
3. As a slit of the transverse member with respect to the connecting member protruding laterally from the vertical member, the transverse member can be dropped into a projecting portion of the connecting member from above. It opens downward, but the upper side forms an upper closing slit in a dead end form, and in the upper closing slit, assembles the cross member so as to ride on the protruding portion of the connection fitting from above, and 2. The fixing member is fixed to the connection fitting by a fixing member.
Or the metal frame construction method according to 2 above.
【請求項4】 前記垂直材から側方に突出した前記連結
金具の突出部分に、前記軸状の固定部材を落とし込むた
めの切欠部を形成し、他方、前記横架材の前記上側閉鎖
スリットの上端部に、該スリットを横断するように前記
軸状の固定部材をプリセットしておき、その横架材を前
記連結金具の突出部分に落とし込むときに、そのプリセ
ットした軸状の固定部材を前記切欠部に落とし込んで位
置決めし、さらに別の軸状の固定部材で前記横架材を前
記連結金具に固定することを特徴とする請求項3に記載
の木造建築の金具軸組工法。
4. A notch portion for dropping the shaft-shaped fixing member is formed in a protruding portion of the connecting fitting protruding laterally from the vertical member, and a cut-out portion of the upper closing slit of the horizontal member is formed. At the upper end, the shaft-shaped fixing member is preset so as to cross the slit, and when the transverse member is dropped into the projecting portion of the connection fitting, the preset shaft-shaped fixing member is cut out by the notch. 4. The method according to claim 3, wherein the horizontal member is fixed to the connection fitting with another shaft-shaped fixing member.
【請求項5】 木造建築の土台から、柱、胴差、桁、
梁、小屋束、母屋、棟木等に至るまでそれらの構造材を
前記連結金具及び前記軸状の固定部材で連結する請求項
1〜4のいずれかに記載の金具軸組工法。
5. From the foundation of a wooden building, columns, body differences, girders,
The metal fitting shaft assembly method according to any one of claims 1 to 4, wherein the structural members are connected to the beams, the shed bundle, the purlin, the purlin, and the like by the connecting metal fitting and the axial fixing member.
【請求項6】 前記構造材としての土台又は横架材に形
成するスリットを、その土台又は横架材の長手方向とほ
ぼ平行になるように形成することを特徴とする請求項1
〜5のいずれかに記載の木造建築の金具軸組工法。
6. A slit formed in a base or a horizontal member as the structural material is formed so as to be substantially parallel to a longitudinal direction of the base or the horizontal member.
A metal frame construction method for a wooden building according to any one of Items 1 to 5.
【請求項7】 前記土台又は横架材に前記柱を前記連結
金具を介して連結する際に、その連結金具を、前記土台
又は横架材の前記スリットに差し込まれる第1の部分
と、前記柱に差し込まれる第2の部分とを含む形状のも
のとし、その連結金具の前記第1の部分を、前記軸状の
固定部材により、前記土台又は横架材のスリット対して
出入りするように1軸周りに回動可能に取り付け、その
連結金具の前記第2の部分に前記柱を取り付けてから、
その柱と前記連結金具とを、前記軸状の固定部材を支点
として垂直位置に回動させて、前記連結金具の第1の部
分を前記土台又は横架材のスリットに収容した後、さら
に別の軸状の固定部材により前記連結金具の第1の部分
を前記土台又は横架材に固定することを特徴とする請求
項1〜6のいずれかに記載の木造建築の金具軸組工法。
7. A first portion inserted into the slit of the base or the horizontal member when connecting the pillar to the base or the horizontal member via the connection metal, And a second portion inserted into a pillar, and the first portion of the connecting fitting is moved in and out of the slit of the base or the horizontal member by the shaft-shaped fixing member. Attaching the column to the second part of the connecting bracket so as to be rotatable about an axis,
The column and the connection fitting are rotated to a vertical position with the shaft-shaped fixing member as a fulcrum, and the first portion of the connection fitting is accommodated in the base or the slit of the horizontal member. The bracket assembly method for a wooden building according to any one of claims 1 to 6, wherein the first portion of the connection fitting is fixed to the base or the horizontal member by the axial fixing member.
【請求項8】 前記軸状の固定部材はドラフトピンであ
って、軸状のピン脚部と、その一端に形成されて偏平状
等の、前記ピン脚部より部分的に側方に突出する頭部と
を有し、このドラフトピンが前記構造材に形成されたピ
ン孔に打ち込まれる結果、前記頭部がそのピン孔の開口
部に食い込んで抜け止めされるとともに、前記ピン脚部
が前記連結金具に形成された貫通部に通され、または前
記連結金具に形成された前記切欠部に落とし込まれるこ
とを特徴とする請求項1〜7のいずれかに記載の木造建
築の金具軸組工法。
8. The shaft-shaped fixing member is a draft pin, and is formed at one end of the shaft-shaped pin leg and protrudes partially laterally from the pin leg, such as a flat shape. The draft pin is driven into a pin hole formed in the structural material, so that the head bites into the opening of the pin hole and is prevented from falling out, and the pin leg is The metal frame assembly method for a wooden building according to any one of claims 1 to 7, wherein the metal frame is passed through a penetrating portion formed in the connection metal fitting or dropped into the notch formed in the connection metal fitting. .
【請求項9】 請求項1〜8のいずれかに記載の金具軸
組工法により得られる木造建築の金具軸組構造。
9. A bracket assembly structure for a wooden building obtained by the bracket assembly method according to claim 1.
【請求項10】 請求項1〜8のいずれかに記載の金具
軸組工法又は請求項9の金具軸組構造において、木造建
築の前記垂直材と横架材とを、該垂直材を挟んで十字状
又はT字状等に結合するために用いる両側突出し式の連
結金具であって、 前記垂直材を貫通して形成された垂直材スリットにその
両側に突出する形態で差し込まれる中央差込み部と、そ
の中央差込み部の両側に連続的に形成され、双方の前記
横架材の仕口部に形成された横架材スリットにそれぞれ
差し込まれる両側差込み部とを備え、 前記中央差込み部には、別の連結金具に形成された組合
せ用切込み溝と噛み合うように組み合わせるための組合
せ用切込み溝、前記ドラフトピン又はねじ等の軸状の固
定部材を通すための貫通孔等の貫通部が形成され、前記
両側差込み部には、前記軸状の固定部材を通すための貫
通孔等の貫通部が形成されるとともに、前記横架材の仕
口部にプリセットされた前記軸状の固定部材を落とし込
むための切欠部が、前記組合せ用切込み溝の切込み始端
側の端縁及びそれとは反対側の端縁に互いに対称的に形
成されていて、上下反転によりそれら双方の端縁のいず
れかの端縁側にある前記切欠部を選択的に使用可能であ
ることを特徴とする連結金具。
10. The bracket assembly method according to any one of claims 1 to 8, or the bracket assembly structure according to claim 9, wherein the vertical member and the horizontal member of the wooden building are sandwiched by the vertical member. A connection fitting of a double-sided projection type used for coupling in a cross shape or a T-shape or the like, wherein a central insertion portion inserted into a vertical material slit formed through the vertical material so as to protrude on both sides thereof. , Comprising both side insertion portions that are continuously formed on both sides of the center insertion portion and are respectively inserted into the cross member slits formed in the connection portions of both the cross members, the center insertion portion includes: A through-hole such as a through-hole for passing a shaft-like fixing member such as a draft pin or a screw is formed, and a combining-use cutting groove for combining with a combining-use cutting groove formed in another connection fitting is formed. In the both side insertion part A through-hole such as a through-hole for passing the shaft-shaped fixing member is formed, and a cut-out portion for dropping the shaft-shaped fixing member preset in a connection portion of the horizontal member is provided by the combination. The notch is formed symmetrically at the edge on the cutting start end side and the edge on the opposite side of the cutting groove, and the notch on either one of the two edges is selectively turned upside down. A connection fitting characterized by being usable for:
【請求項11】 請求項1〜8のいずれかに記載の金具
軸組工法又は請求項9の金具軸組構造において、木造建
築の前記垂直材と横架材とを、該垂直材を挟んでL字状
又はT字状等に結合するために用いる片側突出し式の連
結金具であって、 前記垂直材に形成された垂直材スリットに差し込まれる
垂直材側差込み部と、前記垂直材から片側に突出して横
架材側スリットに差し込まれる横架材側差込み部と備
え、 前記垂直材側差込み部には、前記別の連結金具の組合せ
用切込み溝と噛み合うように組み合わされる組合せ用切
込み溝、前記ドラフトピン又はねじ等の軸状の固定部材
を通すための貫通部が形成され、前記横架材側差込み部
には前記軸状の固定部材を通すための貫通部が形成され
るとともに、前記横架材の仕口部にプリセットされた前
記軸状の固定部材を落とし込むための切欠部が、前記組
合せ用切込み溝の切込み始端側の端縁及びそれとは反対
側の端縁に互いに対称的に形成されていて、上下反転に
よりそれら双方の端縁のいずれかの端縁側にある前記切
欠部を選択的に使用可能であることを特徴とする連結金
具。
11. The bracket assembly method according to claim 1 or the bracket assembly structure according to claim 9, wherein the vertical member and the horizontal member of the wooden building are sandwiched by the vertical member. A one-sided protruding connection fitting used for coupling into an L-shape or a T-shape, etc., and a vertical material side insertion portion inserted into a vertical material slit formed in the vertical material, and one side from the vertical material. A cross member side insertion portion that is protruded and inserted into the cross member side slit, wherein the vertical member side insertion portion includes a combination cutting groove that is combined with a combination cutting groove of the another connection metal fitting, A penetrating portion for passing a shaft-shaped fixing member such as a draft pin or a screw is formed, and a penetrating portion for passing the shaft-shaped fixing member is formed in the transverse member side insertion portion. Preset at the connection of the frame A notch for dropping the shaft-shaped fixing member is formed symmetrically at an edge on the cutting start end side and an edge on the opposite side of the cutting groove for combination, and both of them are turned upside down. The connection fitting, wherein the notch on any one of the edges can be selectively used.
【請求項12】 請求項10に記載の両側突出し式連結
金具を単独で使用することにより、前記垂直材を挟んで
前記横架材を一直線状に連結するI形結合を行い、 請求項10に記載の前記両側突出し式連結金具の2個を
各組合せ用切込み溝を噛み合わせるように組み合わせる
ことにより、前記垂直材に対して4本の横架材を十字状
に連結する十字結合を行い、 前記請求項10に記載の前記両側突出し式連結金具と請
求項11に記載の前記片側突出し式連結金具とを互いの
組合せ用切込み溝をかみ合わせるように組み合わせるこ
とにより、前記垂直材の対して3本の横架材をT字状に
連結するT形結合を行い、 請求項11に記載の片側突出し式連結金具の2個を互い
の前記組合せ用切込み溝を噛み合わせるように組み合わ
せることにより、前記垂直材に対して2本横架材をL字
状に連結するL形結合を行うものとし、 これによって、前記両側突出し式連結金具と前記片側突
出し式連結金具の2種の金具で前記I形結合、十字結
合、T形結合及びL形結合の少なくとも4種の用途に対
応可能である連結金具ユニット。
12. An I-shaped connection for connecting the horizontal members in a straight line with the vertical members interposed therebetween by using the two-sided protruding connection metal fittings according to claim 10 alone. The two side-projecting connection metal fittings described above are combined so as to mesh with the respective cutting grooves, thereby performing a cross connection of connecting the four horizontal members to the vertical member in a cross shape, By combining the two-sided protruding connection metal fitting according to claim 10 and the one-sided protruding connection metal fitting according to claim 11 so as to engage with each other in the notch for combination, three of the vertical members are provided. A T-shaped connection for connecting the transverse members in a T-shape is performed by combining two of the one-sided protruding connection metal fittings according to claim 11 so as to engage with each other in the notch for combination. An L-shape connection for connecting two horizontal members to the vertical member in an L-shape is performed, whereby the I-shape is formed by two types of metal fittings, the two-sided projecting type connecting bracket and the one-sided projecting type connecting bracket. A connection fitting unit capable of coping with at least four types of uses: connection, cross connection, T-connection, and L-connection.
JP8127887A 1996-04-23 1996-04-23 Metal frame construction method, wooden frame structure for wooden building, connecting metal fittings and connecting metal fitting unit therefor Expired - Fee Related JP2764160B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8127887A JP2764160B2 (en) 1996-04-23 1996-04-23 Metal frame construction method, wooden frame structure for wooden building, connecting metal fittings and connecting metal fitting unit therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8127887A JP2764160B2 (en) 1996-04-23 1996-04-23 Metal frame construction method, wooden frame structure for wooden building, connecting metal fittings and connecting metal fitting unit therefor

Publications (2)

Publication Number Publication Date
JPH09287201A JPH09287201A (en) 1997-11-04
JP2764160B2 true JP2764160B2 (en) 1998-06-11

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DE202018105133U1 (en) 2017-09-07 2018-12-06 Jiri Zeman beam building construction

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Publication number Priority date Publication date Assignee Title
JPH10219850A (en) * 1997-01-31 1998-08-18 Fukuvi Chem Ind Co Ltd Joint member used in frameworking method
JP2962471B2 (en) * 1998-03-11 1999-10-12 株式会社サンケンホーム Frame structure of wooden building
JP3364196B2 (en) * 2000-06-07 2003-01-08 株式会社サンケンホーム Connecting pins for interconnecting structural materials for wooden buildings and their manufacturing method
JP5650383B2 (en) * 2008-06-10 2015-01-07 石原 聡 Multistage braided joint shaft
JP6816513B2 (en) * 2017-01-05 2021-01-20 株式会社大林組 Wood members and fireproof members

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2532924Y2 (en) * 1988-07-11 1997-04-16 株式会社原工務店 Connection structure of rods and columns that intersect at an angle
JPH0732661Y2 (en) * 1989-05-21 1995-07-31 有限会社原工務店 Joining structure of rod columns that intersect at an angle
JPH0321737A (en) * 1989-06-19 1991-01-30 Osami Kato Assembly structure for framework members and fitting used therefor
JPH0390761A (en) * 1989-08-31 1991-04-16 Osami Kato Structure for assembly of frame work member
JPH0630969Y2 (en) * 1990-06-11 1994-08-22 殖産住宅相互株式会社 Building joint hardware

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202018105133U1 (en) 2017-09-07 2018-12-06 Jiri Zeman beam building construction

Also Published As

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