JPH1122005A - Method for forming joint of wooden framework and wooden framework joint metal fitting for use therein - Google Patents

Method for forming joint of wooden framework and wooden framework joint metal fitting for use therein

Info

Publication number
JPH1122005A
JPH1122005A JP17345797A JP17345797A JPH1122005A JP H1122005 A JPH1122005 A JP H1122005A JP 17345797 A JP17345797 A JP 17345797A JP 17345797 A JP17345797 A JP 17345797A JP H1122005 A JPH1122005 A JP H1122005A
Authority
JP
Japan
Prior art keywords
bolt insertion
hole
insertion hole
fitting
horizontal 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.)
Pending
Application number
JP17345797A
Other languages
Japanese (ja)
Inventor
Yukio Asada
幸雄 朝田
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.)
ASADAGUMI KK
Original Assignee
ASADAGUMI KK
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 ASADAGUMI KK filed Critical ASADAGUMI KK
Priority to JP17345797A priority Critical patent/JPH1122005A/en
Publication of JPH1122005A publication Critical patent/JPH1122005A/en
Pending legal-status Critical Current

Links

Landscapes

  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a wooden framework structure joint metal fitting of a new structure that achieves a strong junction structure as it enables a horizontal member to be temporarily assembled to a column member at an erection stage and a method for forming the joint of a wooden framework using the same. SOLUTION: A hanging piercing hardware 4 passed through a horizontal member bolt hole bored to correspond to a slot 13 is supported temporarily. Meanwhile, a positioning pin is driven into the horizontal member bolt hole 14 corresponding to a bolt hole 14 as it is oriented toward the wedge hole of the bolt hole 14 provided among a group of bolt holes 14, 14,... and, during this process, horizontal member holes 54, 54,... and/or 55, 55,... bored in advance to match the remaining bolt holes 14, 14,..., 15, 15,... are made to coincide with the remaining bolt holes 14, 14,..., 15, 15,..., and the hanging piercing hardware 4 is released from the state in which it is temporarily supported by the slot.

Description

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

【0001】[0001]

【発明の目的】この発明は、木造住宅等の木造軸組構造
における梁や桁等の横架材と柱材とを接合する方法、お
よびそれに使用する建築金具に関し、建て方段階に横架
材を柱材に仮組立てが可能になると共に、最終的な接合
段階では両者が極めて強力な接合構造を実現し得るよう
にした新規な構成からなる木造軸組の仕口形成方法と、
それに使用する木造軸組構造用仕口金具とを提供しよう
とするものである。
SUMMARY OF THE INVENTION The present invention relates to a method for joining a column member such as a beam or a girder to a column member in a wooden frame structure such as a wooden house, and a construction fitting used for the method. And a method of forming a joint of a wooden frame with a novel configuration that enables the two members to realize an extremely strong joint structure in the final joining stage,
It is an object of the present invention to provide a connection member for a wooden frame structure used therefor.

【0002】[0002]

【従来の技術】我が国の木造住宅業界は、在来からの軸
組構造を基本とする和風建築様式に拘って現場建築施工
を主体とする建築業者、あるいは大壁構造を基本とする
洋風建築様式を取り入れ、工場生産体制を追及するプレ
ファブ建築業者の如何を問わず、住宅の高品質化、低価
格化、工期の短期化等総合的な見地から、長年に渡って
品質の向上を目指し続けてきており、しかも、同業他社
との差別化を図る必要性も加わって、その開発、研究競
争は激化の一途を辿り、その結果、最近の木造住宅にお
いては、その品質をかなり高い水準にまで引き揚げるこ
とに成功してきている。
2. Description of the Related Art In the wooden housing industry in Japan, a Japanese-style building style based on a traditional frame structure is mainly used for a building contractor mainly engaged in on-site construction, or a Western style building style based on a large wall structure. Regardless of the prefab builder who pursues the factory production system, we have been aiming for quality improvement for many years from a comprehensive point of view such as high quality housing, low price, shortened construction period. In addition to the need to differentiate itself from other companies in the industry, the competition for development and research continues to intensify, and as a result, the quality of wooden houses has recently been raised to a fairly high level. Have been successful.

【0003】しかし、木造住宅業界全体を更に分析して
みると、その品質管理の高さやデザイン力、工期等の有
利さからか、プレファブ建築工法による木造住宅の伸び
が目覚ましく、したがって、現場施工を主体として伝統
的な軸組工法による木造住宅を供給し続ける建築業者に
とっては一般的に極めて厳しい状況となってしまってい
るが、しかし、我が国の伝統の根強さから、特に郡部に
おいては、引き続き外観の美しい天然木を使用した伝統
的な軸組工法による木造住宅の人気もそれなりに持続し
ていて、在来からの地方の建築業者は、それらの傾向に
辛うじて支えられつつ、進展を続けるプレファブ建築業
者への対抗意識を駆り立てている。
[0003] However, a further analysis of the entire wooden housing industry suggests that the growth of wooden housing by the prefabricated construction method is remarkable because of the high quality control, the design ability, and the advantages of the construction period. The situation is generally extremely difficult for contractors who continue to supply wooden houses with traditional framed construction methods, but due to the strength of Japan's traditions, especially in rural areas, the appearance has continued. The popularity of wooden houses with traditional framed construction methods using beautiful natural wood has continued for some time, and traditional local contractors have been evolving prefab architectures, barely supported by these trends. It is driving the sense of opposition to traders.

【0004】こうした在来からの建築業者には、左官や
大工等といった特殊技能に関わる職人不足という極めて
深刻な内部事情もあって、かなり早い時期から、木造軸
組構造の骨格をなす部材、即ち土台や梁、桁、火打ち等
といった横架材や、柱、束等は、仕口、接ぎ手部分を含
む殆ど全ての加工箇所を作業場内の工作機械によって切
込み加工し、可能な限り建築部材を工場生産化して建築
現場における繁雑な手作業を極力省略してしまうような
努力が続けられており、その結果、従来からの現場加工
を中心にしてきたものに比較し、部材の加工寸法精度は
かえって著しく向上してきていて、品質管理面でプレフ
ァブ建築工法によるものに決して引けを取らない程に向
上してきている。
[0004] Due to the extremely serious internal situation such as the lack of craftsmen related to special skills such as plasterers and carpenters, such a traditional contractor, from a very early stage, a member forming a skeleton of a wooden frame structure, For horizontal members such as bases, beams, girders, and fire struts, columns, bundles, etc., almost all processing points including joints and joints are cut with machine tools in the workplace, and building members are cut as much as possible. Efforts are being made to minimize the need for complicated manual work at construction sites by converting to factory production, and as a result, the processing dimensional accuracy of members has been reduced compared to conventional ones that mainly focused on on-site processing. On the contrary, it has improved remarkably, and the quality control has been improved so as to be comparable to that of the prefabricated construction method.

【0005】このような努力にも拘らず、伝統的な軸組
工法による建築では、予め乾燥処理や防腐や防虫等の薬
剤処理がなされていても、天然木を主要な軸組部材に使
用している宿命として、木材品質のばらつきや歪みの発
生を止めることは極めて難しく、折角作業場において高
精度に加工してきた軸組部材も、建て方段階では加工部
分に寸法変化を生じさてしまうことも多く、そのため、
部材同士による仕口構造や接ぎ手構造を強度の点で設計
どおりのものに作り上げることが困難になるという現実
的な課題を抱え続けたままとなっており、しかも、省力
化のために実施しようとしている工作機械による切り出
し加工自体も、伝統的な技術を引き継ぐ職人の数が減る
一方であって、複雑な仕口や接ぎ手が解らず、折角の機
械加工さえも生かせなくなりつつあるという厄介な問題
もあって、これまでの木造軸組工法を実施、継続してい
くための背景基盤が、今後益々揺らいでいくのではない
かと危惧されている。
In spite of such efforts, in the construction by the traditional framing method, natural wood is used as a main framing member, even if drying treatment, chemical treatment such as antiseptic and insect repellent is performed in advance. As a fate, it is extremely difficult to stop the unevenness and distortion of wood quality, and even frame members that have been machined with high precision in the corner workplace often cause dimensional changes in the machined part at the stage of construction. ,for that reason,
It still has the real problem that it is difficult to make the joint structure and joint structure of the members as designed in terms of strength, and let's implement it to save labor The cutting process itself using a machine tool is also reducing the number of craftsmen who take over traditional techniques, and the complicated joints and joints are not understood, and even the odd machining is becoming impossible to use. Due to problems, it is feared that the background foundation for the implementation and continuation of the timber frame method will continue to fluctuate in the future.

【0006】そのため、例えば仕口構造の場合であれ
ば、接合すべき縦、横の部材の中の一方に、特殊な構造
に成形した接合金具を取り付け、他方には接合金具に接
続する最低限の加工(例えば直線的な溝加工や孔開け加
工等)を施したものとするだけで、それらの構造を精密
且つ安定したものに実現できるようにした、言わば鉄骨
構造並の仕口構造や接ぎ手構造となる軸組構造のための
様々な接合金具やそれを使った仕口あるいは接ぎ手構造
等が、これまでにも多数開発、提供されてきている。
Therefore, in the case of a joint structure, for example, a joint fitting formed into a special structure is attached to one of the vertical and horizontal members to be joined, and the other is connected to the joint fitting at a minimum. (For example, linear grooving and drilling), it is possible to realize those structures with precision and stability, so to speak, the joint structure and joint structure similar to steel structure A variety of joints for a frame structure, which is a hand structure, and connections and joint structures using the same have been developed and provided so far.

【0007】そうした事例の代表的なものの一つとし
て、実公平1−22003号公報に開示された考案で
は、柱と、この柱頭辺りに水平に突き合わせ、接合しな
ければならない一対の横架材との仕口構造として、新た
な仕口金具による仕口構造が提案されている。これら水
平に突き合わされる2本の横架材の互いの端部と、この
突き合わせ端部直下に位置する柱材部分との夫々には、
互いに連続し、上方に1本の細溝状に開口する嵌合溝が
形成され、これらの嵌合溝の夫々に対して水平なボルト
を合計3本貫通させ、該嵌合溝に1枚の仕口金具を上方
から打ち込むことにより、全ての水平なボルトが1つの
仕口金具に嵌合されるように構成されるようにしたもの
であり、該仕口金具の各ボルトが嵌合される部分には、
先端(下端)側に向かうに従って拡開する傾斜部分が予
め形成されていて、柱と横架材との間に多少の隙間があ
ったとしても、仕口金具を打ち込む過程で、ボルトが強
制的に誘導され、接合状態にある部材同士が引き寄せら
れて、最終的に設計どおりの正確な位置関係に落ち着く
ようにしている。
[0007] As a typical example of such a case, in the invention disclosed in Japanese Utility Model Publication No. 1-2003, a column and a pair of horizontal members which must be horizontally butted and joined around the column capital are described. A connection structure using a new connection metal fitting has been proposed as a connection structure. Each of the ends of the two horizontal members that are horizontally abutted, and the column member located immediately below the abutted ends,
A fitting groove that is continuous with each other and that opens in the form of one narrow groove is formed, and a total of three horizontal bolts pass through each of these fitting grooves. By driving the fitting from above, all horizontal bolts are configured to be fitted into one fitting, and each bolt of the fitting is fitted. In part,
An inclined portion that expands toward the tip (lower end) side is formed in advance, and even if there is a slight gap between the pillar and the horizontal member, the bolt is forcibly forced in the process of driving the connection fitting. And the members in the joined state are attracted to each other, and finally settle in an accurate positional relationship as designed.

【0008】しかしながら、上述の仕口金具を使用した
仕口構造は、仕口金具を打ち込む前の建て方段階におい
て、接合すべき部材同士は全く無関係な状態に独立、分
離したままであり、建て方に際しては、不安定な構造で
立設状となっている柱材の仕口金具取り付け位置辺りに
作業者が止まり、クレーン等で吊り上げた横架材の接合
すべき端部を引き寄せ、作業者の力とクレーン操作との
連携作業によって横架材端部を柱材に接合させ、ボルト
孔がずれてしまわない中に素早くボルト挿通作業を実
施、完了してしまわなければならなず、その間の両者の
関係は極めて不安定な状態のままで、最終的に仕口構造
が所定の如くに実現されるとしても、安全性や作業効率
等の作業性の面においては未だ課題を残していて、実用
価値の劣るものでしかなかった。
However, in the joint structure using the above-mentioned joint fitting, the members to be joined remain independent and separated in a completely unrelated state at the erecting stage before driving the joint fitting. In this case, the worker stops around the mounting position of the connection fitting of the pillar, which has an unstable structure and stands upright, and pulls the end to be joined of the horizontal member suspended by a crane, etc. The end of the horizontal member is joined to the column by the coordination work of the force of the crane and the operation of the crane, and the bolt insertion work must be quickly performed while the bolt hole does not shift, and it must be completed. Even though the relationship between the two remains extremely unstable and the connection structure is finally realized as prescribed, there remains a problem in terms of workability such as safety and work efficiency, Of low practical value. There was no.

【0009】本願発明者は、上記のような実態に鑑み、
建て方段階で作業者の力に頼ることもなく、しかも早期
の中にクレーン等による吊り下げ作業を解除でき、且つ
最終的に部材同士が仕口箇所で互いに引き寄せられて緊
結されるようにした仕口形成方法と、それに使用する建
築金具の必要性に着目し、逸早く開発、研究に着手し、
長期に渡る試行錯誤と幾多の試作実験とを繰り返してき
た結果、今回、遂に新規な構成からなる木造軸組の仕口
形成方法と、それに使用する木造軸組構造用仕口金具と
を完成、実用化することに成功したものである。以下で
は、図面に示すこの発明を代表する幾つかの実施例と共
に、この発明の構成を詳述することとする。
In view of the above situation, the inventor of the present application has
Without depending on the power of the worker at the construction stage, the hanging work by the crane etc. can be released in an early stage, and finally the members are pulled together at the connection point and tied together. Focusing on the method of forming the connection and the necessity of building hardware used for it, development and research started quickly,
As a result of repeating trial and error and numerous trial experiments over a long period of time, this time, we finally completed the connection method of the wooden frame consisting of a new configuration and the connection fitting for the wooden frame structure used for it, It was successfully put to practical use. In the following, the configuration of the present invention will be described in detail with some embodiments representative of the present invention shown in the drawings.

【0010】[0010]

【発明の構成】図面に示すこの発明を代表する実施例か
らも明確に理解されるように、この発明に包含される木
造軸組の仕口形成方法は、基本的に、次のような構成か
ら成り立っている。即ち、金具本体ウエブ部を柱材側面
所定位置に接続、固定した割込み金具の、金具本体フラ
ンジ部に穿設した2列以上のボルト挿通孔群の中の、何
れかのボルト挿通孔群に属し、フランジ部の上端に形成
してなる切欠き受け孔に、該切欠き受け孔に対応させて
予め穿設してある横架材ボルト挿通孔に貫通状とした吊
り用刺通し金具を載置状として横架材を仮支持させ、そ
の間に、何れかのボルト挿通孔群の中に設けた楔孔を含
むボルト挿通孔の楔孔に向け、当該ボルト挿通孔に対応
させて予め穿設した横架材ボルト挿通孔に位置合せピン
を打ち込み、その過程で、残りのフランジ部ボルト挿通
孔に、それらに対応させて予め穿設した横架材ボルト挿
通孔を合致させ、定着ボルトおよび/または位置合せピ
ンを打ち込むと共に、吊り用刺通し金具の切欠き受け孔
による仮支持状態を解放して仕口を形成するようにした
木造軸組の仕口形成方法である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS As will be clearly understood from the embodiments shown in the drawings, which are representative of the present invention, the method for forming a connection of a wooden frame included in the present invention basically has the following structure. Consists of That is, the bracket main body web portion is connected to a predetermined position on the side surface of the pillar member, and belongs to one of the bolt insertion hole groups in the bolt insertion hole group of two or more rows drilled in the bracket main body flange portion of the interrupting metal fitting. In the notch receiving hole formed at the upper end of the flange portion, a hanging piercing metal fitting which is formed in a through hole through a cross member bolt insertion hole previously drilled corresponding to the notch receiving hole is placed. As a result, the horizontal member is temporarily supported, and between the bolt insertion holes, the wedge holes including the wedge holes provided in any of the bolt insertion hole groups are provided. A positioning pin is driven into the bridge bolt insertion hole, and in the process, the horizontal bridge bolt insertion hole previously drilled corresponding to the remaining flange bolt insertion hole is matched with the fixing bolt and / or the fixing bolt. Attach dowel pins and pierce for hanging A wooden framework of Joint forming method so as to form a Joint temporary supporting state by notches receiving hole to release.

【0011】具体的には、金具本体ウエブ部のボルト挿
通孔と、その位置に合わせて穿設した柱材のボルト挿通
孔とを貫通状にした固定ボルト・ナットにより、割込み
金具を柱材側面所定位置に接続、固定する一方、接続す
べき横架材には、その木口から金具本体フランジ部の位
置と突出幅とに合わせて予め接続縦溝を形成すると共
に、同フランジ部ボルト挿通孔位置に合わせて予め横架
材ボルト挿通孔を形成しておき、それら横架材ボルト挿
通孔の中、金具本体フランジ部ボルト挿通孔群の中の切
欠き受け孔に対応する横架材ボルト挿通孔に吊り用刺通
し金具を貫通させ、横架材両側面から突出した吊り用刺
通し金具両端を使って横架材を前記割込み金具よりも上
に吊り上げた後、横架材木口に形成した接続縦溝を、割
込み金具の金具本体フランジ部に嵌合したまま、吊り用
刺通し金具が金具本体フランジ部の切欠き受け孔に載置
状となるまで下降して仮保持状とすることにより、柱材
側面所定位置に固定、突出状とした割込み金具の金具本
体フランジ部ボルト挿通孔の夫々に対し、該横架材の対
応する各ボルト挿通孔全てを略合致状とした上、金具本
体フランジ部ボルト挿通孔群の中の楔孔に対応する横架
材ボルト挿通孔に位置合せピンを貫通状に打ち込み、横
架材ボルト挿通孔全てを割込み金具の金具本体フランジ
部ボルト挿通孔に正しく合致させ、吊り用刺通し金具を
抜き取ってしまうと共に、位置合せピンの打ち込まれて
いないその他のボルト挿通孔には、緊締ボルト・ナット
および/または位置合せピンを貫通、固定して仕口を形
成するようにした構成を要旨とする木造軸組構造の仕口
形成方法である。
[0011] More specifically, the fixing bracket and the nut, which penetrate through the bolt insertion hole of the metal fitting main body web portion and the bolt insertion hole of the pillar material drilled in accordance with the position, are used to connect the interrupting bracket to the side surface of the pillar material. While being connected and fixed at a predetermined position, a connecting longitudinal groove is formed in advance on the horizontal member to be connected in accordance with the position of the metal fitting main body flange portion and the protruding width from the opening, and the flange portion bolt insertion hole position is formed. The bolts for the cross members are formed in advance in accordance with the cross member bolt insertion holes, and the cross member bolt insertion holes corresponding to the notch receiving holes in the bracket main body flange portion bolt insertion hole group among these cross member bolt insertion holes After penetrating the hanging piercing metal through the both ends of the hanging material protruding from both side surfaces of the horizontal member, the horizontal member is lifted above the interrupting metal member, and then the connecting longitudinal groove formed at the opening of the horizontal member. The interrupt fitting bracket body While the fitting is in the flange, the hanging piercing fitting is lowered into the notch receiving hole of the fitting main body flange until it is placed in the notch receiving hole, and is temporarily held. Each of the bolt insertion holes of the horizontal member is substantially matched with each of the bolt insertion holes of the metal fitting body flange portion of the interruption metal fitting, and a wedge hole in the metal fitting body flange portion bolt insertion hole group. The alignment pin is driven into the cross member bolt insertion hole corresponding to the hole, and all of the cross member bolt insertion holes are correctly aligned with the bracket main body flange portion bolt insertion holes of the interrupting bracket, and the hanging penetrating bracket is pulled out. At the same time, in other bolt insertion holes into which the positioning pins are not driven, a tightening bolt / nut and / or a positioning pin is penetrated and fixed to form a connection. A Joint forming method of framing structure.

【0012】[0012]

【関連する発明1】上記したこの発明の仕口形成方法に
は、次のとおりの構成から木造軸組構造用仕口金具を使
用することによって実現される。その構成の要旨は、ウ
エブ部に1枚または複数枚のフランジ部が一体成形され
て平面視略「T」字状、「L」字状、横転「コ」字状ま
たは「E」字状としてなる金具本体のフランジ部(複数
枚のときは全てのフランジ部共通)に、上下方向に所定
間隔を置いた複数個のボルト挿通孔を少なくとも2列配
置に穿設し、しかも、その中の何れか1列のボルト挿通
孔群には、ウエブ部から離れる方向に窄む楔孔、および
上部を開放した切欠き受け孔を含むボルト挿通孔が形成
され、更に同ウエブ部にも上下方向に所定間隔を置いた
ボルト挿通孔を形成してなる割込み金具と、先端側に先
細部を備え、前記割込み金具の楔孔を含むボルト挿通孔
に挿入、使用される位置合せピンと、接続すべき横架材
木口近傍に横断状に挿通されたまま、前記割込み金具の
切欠き受け孔に嵌合、仮支持状にされる吊り用刺通し金
具との組み合わせからなる木造軸組構造用仕口金具であ
る。
[Related Invention 1] The above-described method for forming a joint of the present invention is realized by using a joint for a wooden frame structure having the following structure. The gist of the configuration is that one or a plurality of flange portions are integrally formed on the web portion to form a substantially “T” shape, “L” shape, rollover “U” shape or “E” shape in plan view. A plurality of bolt insertion holes at predetermined intervals in the vertical direction are drilled in at least two rows in the flange portion of the metal fitting main body (in the case of a plurality of pieces, common to all the flange portions). In one row of bolt insertion holes, a bolt insertion hole including a wedge hole narrowing in a direction away from the web portion and a cutout receiving hole having an open upper portion is formed. An interrupting fitting formed with a spaced bolt insertion hole, a positioning pin having a tapered tip side, inserted into a bolt inserting hole including a wedge hole of the interrupting fitting, used, and a transverse frame to be connected. While being inserted transversely near the lumber mouth, Notch receiving hole to fit a wooden framework structure for Joint fitting comprising a combination of a temporary support shape is the hanging piercing bracket.

【0013】この発明の木造軸組の仕口形成方法を詳細
に説明する前に、先ず、それに使用する木造軸組構造用
仕口金具の構成について触れると、該仕口金具となる割
込み金具、および位置合せピン、吊り用刺通し金具は、
基本的に鋼材によって成形加工されるが、鋼材に相当す
る機械的強度や耐熱性等所要の性状を有していれば、工
業用プラスチックス等をはじめとするの他の素材からな
るものとすることも可能である。
Before describing in detail the method for forming a joint of a wooden frame according to the present invention, first, the structure of a wooden frame structure structural joint used therein will be described. And alignment pins and hanging piercing
It is basically formed from steel, but if it has the required properties such as mechanical strength and heat resistance equivalent to steel, it shall be made of other materials such as industrial plastics It is also possible.

【0014】割込み金具は、この仕口金具の中心を成す
部材であって、仕口構造形成箇所の柱材側面に接続、固
定されて横架材接続方向に突出状とされた上、横架材木
口側に形成した接続縦溝に挿入状とされ、該割込み金具
および横架材を共に横断状に緊結ボルト・ナットを挿通
して割込み金具と横架材とを一体化することにより、最
終的に柱材所定側面位置に横架材を突き付け、接続した
構造を実現する(従前からの一般的な仕口構造では、柱
側の顎掛けほぞ穴に横架材木口のほぞを差し込み、同木
口の一部を顎掛け支持するようにした構造に代替する)
機能を果たすものである。
The interruption metal fitting is a member which forms the center of the connection metal fitting and is connected to and fixed to the side of the column material at the connection structure forming portion, and is formed in a protruding shape in the connecting direction of the horizontal material. It is inserted into the connecting vertical groove formed on the lumber opening side, and the interrupting bracket and the horizontal member are both inserted transversely through the tightening bolts and nuts to integrate the interrupting bracket and the horizontal member, so that the final To achieve a connected structure, a horizontal member is abutted on the predetermined side of the column material, and a conventional connection structure is used. Replaced with a structure that supports a part of the kiguchi on the chin.)
It fulfills its function.

【0015】したがって、この割込み金具は、その金具
本体の柱材側面所定箇所に当接されるウエブ部と、該ウ
エブ部に対し、横架材接続方向に突設状に一体化される
フランジ部とから構成されていて、ウエブ部は、柱材
(通常、断面105〜120mm角)に接続される横架材
木口形状に略相当するか、やや小さめの形状(即ち、略
105〜120mm×横架材背寸法)のものであって、2
〜4箇所程度のボルト挿通孔が縦方向所定間隔置きに穿
設されていて、それに合わせて穿設した柱材のボルト挿
通孔に合致させ、両者を横断、貫通状とした固定ボルト
・ナットで柱材側面所定箇所に接続、一体化されること
になる。
Therefore, this interrupting metal fitting has a web portion abutting on a predetermined portion of the side surface of the pillar material of the metal fitting body, and a flange portion integrated with the web portion so as to protrude in the transverse member connecting direction. And the web portion is substantially equivalent to the crosspiece shape of the crosspiece connected to the pillar (usually, a cross section of 105 to 120 mm square) or slightly smaller (ie, approximately 105 to 120 mm × horizontal). 2), and 2
Approximately 4 bolt insertion holes are drilled at predetermined intervals in the vertical direction, and are matched with the bolt insertion holes of the pillar material drilled in accordance with it, and both are crossed and penetrated with fixed bolts and nuts. It is connected to and integrated with a predetermined portion of the side of the pillar.

【0016】これに対し、金具本体フランジ部は、上記
フランジ部から、接続すべき横架材方向へ屈曲成形また
は熔着、一体化されて突出状とされ、ウエブ部と相俟っ
て平面視で略「T」字状、「L」字状、横転「コ」字状
または「E」字状を構成するものであり、その突出幅寸
法は、横架材ボルト緊結に必要とされる木材繊維方向剪
断耐力との兼ね合いで設定され、通常、その設定された
幅内に、少なくともウエブ部から離れる方向に所定間隔
を隔てて2列のボルト挿通孔群が形成されることとな
り、その2列の中の何れか1列、望ましくは先端側の1
列のボルト挿通孔群には、ウエブ部から離れる方向に窄
む、略横倒し水滴状輪郭の楔孔が最低1個と、上端を開
放し、緊結ボルト断面よりも大きい横幅寸法に形成して
なる切欠き受け孔(したがって、その列のボルト挿通孔
群の中の最上位のボルト挿通孔が変形、加工されること
となって、厳密な意味での孔とはならない)とが含まれ
ていなければならない。
On the other hand, the metal fitting main body flange portion is bent and formed or welded from the flange portion in the direction of the transverse member to be connected, and is integrated into a protruding shape. And a substantially "T" -shaped, "L" -shaped, roll-over "U" -shape or "E" -shape, and the protruding width dimension is the wood required for fastening the horizontal member bolts. It is set in consideration of the fiber direction shear strength, and usually, two rows of bolt insertion holes are formed within the set width at least at a predetermined interval in a direction away from the web portion. Any one of the rows, preferably the one on the tip side
The bolt insertion hole group of the row has at least one wedge hole having a substantially side-down waterdrop-shaped contour which narrows in a direction away from the web portion, and is formed to have a lateral width larger than a cross section of the fastening bolt with an open upper end. Notch receiving holes (therefore, the uppermost bolt insertion holes in the group of bolt insertion holes in that row will be deformed and machined, and will not be holes in the strict sense). Must.

【0017】なお、これら楔孔と切欠き受け孔とを含む
列のボルト挿通孔群は、切欠き受け孔を除く全てのボル
ト挿通孔を楔孔とすることもでき、その場合、望ましく
は、窄み形状となる方向の長さだけが少しずつ違ったも
のに形成され、ウエブ部側の略真円状の孔の位置は、実
際に緊結ボルトを挿通させる位置に揃えられて形成され
るべきであるが、その外、必要に応じ、楔孔の長さが複
数組に分て形成されたものや、全て同一の長さに形成し
たものとすることも可能である。
Incidentally, in the bolt insertion hole group of the row including the wedge holes and the notch receiving holes, all the bolt insertion holes except the notch receiving holes can be wedge holes. It should be formed so that only the length in the direction of the constriction shape is slightly different, and the position of the substantially circular hole on the web portion side should be aligned with the position where the fastening bolt is actually inserted. However, other than that, if necessary, the length of the wedge hole may be divided into a plurality of sets, or may be formed to have the same length.

【0018】また、切欠き受け孔は、それに対応させて
形成した横架材のボルト挿通孔に貫通させた吊り用刺通
し金具を載置することによって横架材を仮保持した上、
上記楔孔に位置合せピンが打ち込まれて強制的に横架材
を柱材側に引き寄せていき、最終的に所定の位置まで水
平移動が成し得るような形状と幅寸法とに形成されてい
なければならず、また、水平移動に都合が良いよう、例
えば切欠き受け孔の底部で、吊り用刺通し金具を載置状
とする部分を柱材側に向けて下側にやや傾斜されたもの
としてもよく、更に、その横幅を、上記した複数の楔孔
の最長寸法と同一かそれよりやや大きめの幅で、しかも
その楔孔の真上に形成されるようにすれば、横架材を仮
保持した段階で、横架材所定位置に穿設したボルト挿通
孔であって、先の楔孔に対応するボルト挿通孔を、必ず
その楔孔に望む状態に仮保持されるようにすることが可
能となって好都合のものとなる。
In addition, the notch receiving hole temporarily holds the horizontal member by placing a hanging piercing metal penetrated through the bolt insertion hole of the horizontal member formed corresponding to the notch receiving hole.
An alignment pin is driven into the wedge hole to forcibly pull the horizontal member toward the column, and is formed into a shape and a width dimension such that horizontal movement can be finally performed to a predetermined position. In addition, for convenience of horizontal movement, for example, the bottom of the notch receiving hole, the part where the hanging piercing metal fitting is placed is slightly inclined downward toward the column material side Further, if the horizontal width is the same as or slightly larger than the longest dimension of the plurality of wedge holes described above, and is formed just above the wedge holes, the horizontal member can be formed. At the stage of temporary holding, the bolt insertion hole that is drilled at a predetermined position of the horizontal member and that corresponds to the wedge hole is always temporarily held in a state desired by the wedge hole. It becomes possible and convenient.

【0019】位置合せピンは、少なくとも先端に先細部
を備え、緊結ボルトと略同径で横架材断面形の横幅に略
匹敵する長さ(更に正確には、横架材の一側面から、少
なくとも後述する同接続縦溝の全てを貫通状とし、先細
部が最奥の接続縦溝を越えてしまうことができる長さ)
のものに形成され、必要があれば先細部形成側と反対
側、即ち頭部が、ボルトや釘の頭部と同じように周辺に
張り出して、楔孔への打ち込みに都合の良い形状のもの
としたり、あるいは、一旦楔孔に打ち込んだ後、引き抜
いて緊結ボルトに置き換えることなく、他の緊結ボルト
の一部となってそのまま挿通状とされてしまうものとす
る場合には、抜け止め用の凹凸その他の摩擦部を外周面
適所に形成したものとすることもできる。
The positioning pin has a taper at least at its tip and has a length substantially equal to the diameter of the fastening bolt and substantially equal to the width of the cross section of the cross member (more precisely, from one side of the cross member, At least all of the connecting longitudinal grooves to be described later are penetrated, and the length of the tapered portion can exceed the innermost connecting longitudinal groove.)
If necessary, the side opposite to the taper forming side, that is, the head protrudes to the periphery like the head of a bolt or nail, and has a shape convenient for driving into a wedge hole Or, once it has been driven into the wedge hole, is not pulled out and replaced with a binding bolt, but instead becomes a part of another binding bolt and is inserted as it is, it is used as a retaining stopper. Irregularities and other friction portions may be formed at appropriate locations on the outer peripheral surface.

【0020】吊り用刺通し金具は、上記した割込み金具
金具本体のフランジ部切欠き受け孔に対応させて穿設し
てある横架材のボルト挿通孔に横断状に貫通され、該横
架材両側面からその端部を突出状とするだけの長さと、
突出した各端部を支持部として吊り上げたときに、横架
材重量によって変形したり、当該ボルト挿通孔に食い込
んでしまうことのない強度および形状とを兼ね備えたも
のに形成されていなければならず、後述の実施例のよう
な両端に通孔付き吊上げ腕部が組み合わされるようにし
たものに限定される訳ではなく、吊り上げ操作に都合の
良いようなリング部やフック部が形成されたものから、
場合によっては両端とも直状のままで、所定範囲にネジ
切りがしてある両口ボルトを採用し、適宜ナットを螺合
して使用したり、あるいはそのままネジ切り部にワイヤ
ーを掛けて使用するようにしたものでも採用可能であ
る。
The hanging piercing fitting is transversely penetrated through a bolt insertion hole of a transverse member drilled corresponding to the flange cutout receiving hole of the above-described interrupt fitting body, and is provided on both sides of the transverse member. A length just enough to project its end from the surface,
When each protruding end is lifted as a support part, it must be formed to have both the strength and the shape such that it is not deformed by the weight of the transverse member or cut into the bolt insertion hole. However, the present invention is not limited to the case where the lifting arms with through holes are combined at both ends as in the embodiment described later, but the ring and the hook which are convenient for the lifting operation are formed. ,
In some cases, both ends remain straight, adopt a double-ended bolt that is threaded in a predetermined range, and use it by screwing a nut appropriately, or use a wire on the threaded part as it is Such a configuration can be adopted.

【0021】以上のような仕口金具によって接続される
軸組構造の柱材および横架材は、在来軸組工法等に用い
られている天然木材および/または集成材によって形成
され、柱材の側面所定位置、即ち仕口形成位置には、上
記した仕口金具金具本体ウエブ部のボルト挿通孔に対応
させた位置に柱材ボルト挿通孔が予め形成される一方、
梁や桁等の横架材の木口には、仕口金具金具本体フラン
ジ部に合わせ、それらを完全に差し込み可能とする接続
縦溝が予め切り込み、形成されると共に、これら接続縦
溝に完全に差し込んだ状態(最終的に仕口が形成された
状態)における金具本体フランジ部の全てのボルト挿通
孔(したがって、切欠き受け孔や楔孔の真円相当部分も
含む)に対応させた位置に、横断状に横架材ボルト挿通
孔が予め形成されたものとし、夫々現場に搬入されるよ
うにする。
The column members and the horizontal members of the frame structure connected by the above-mentioned fittings are formed of natural wood and / or laminated materials conventionally used in the frame construction method and the like. While the predetermined position of the side surface, i.e., the connection forming position, the column member bolt insertion hole is previously formed at a position corresponding to the bolt insertion hole of the above-described connection fitting metal body main body web portion,
At the entrance of the horizontal member such as a beam or a girder, connection longitudinal grooves are cut and formed in advance so that they can be completely inserted in accordance with the flange of the fitting metal fitting main body. At the position corresponding to all bolt insertion holes of the fitting body flange portion in the inserted state (final state where the connection is finally formed) (accordingly, including the notch receiving hole and the part corresponding to the perfect circle of the wedge hole). It is assumed that the cross member bolt insertion holes are formed in advance in a transverse manner, and each of them is carried into the site.

【0022】以上のような構成を基本とする仕口金具を
使用し、以下のようにして木造軸組の仕口を形成するこ
とになる。即ち、金具本体ウエブ部のボルト挿通孔と、
その位置に合わせて穿設した柱材のボルト挿通孔とを貫
通状にした固定ボルトにナットを組み合わせることによ
り、割込み金具を柱材側面所定位置に接続、固定してし
まう。一方、接続すべき横架材には、その木口から金具
本体フランジ部の位置と突出幅とに合わせて予め接続縦
溝を形成すると共に、同フランジ部ボルト挿通孔位置に
合わせて予め横架材ボルト挿通孔を形成しておき、それ
ら横架材ボルト挿通孔の中、金具本体フランジ部ボルト
挿通孔群の中の切欠き受け孔に対応する横架材ボルト挿
通孔に吊り用刺通し金具を貫通させ、横架材両側面から
突出した吊り用刺通し金具両端を使って横架材を前記割
込み金具よりも上に吊り上げた後、横架材木口に形成し
た接続縦溝を、割込み金具の金具本体フランジ部に嵌合
して吊り用刺通し金具が金具本体フランジ部の切欠き受
け孔に載置状となるまで下降することにより、横架材を
割込み金具に仮保持させてしまう。
Using the metal fittings having the above-described structure as a basic structure, a wooden framed material is formed as follows. That is, the bolt insertion hole of the bracket main body web portion,
By combining a nut with a fixing bolt having a bolt insertion hole formed in accordance with the position and having a bolt insertion hole penetrated, the interruption metal fitting is connected and fixed to a predetermined position on the side surface of the column material. On the other hand, a connecting vertical groove is formed in advance in the horizontal member to be connected in accordance with the position of the metal fitting main body flange portion and the projection width from the opening, and the horizontal member is previously set in accordance with the position of the flange bolt insertion hole. Bolt insertion holes are formed, and the penetrating hanging brackets are inserted into the horizontal member bolt insertion holes and the horizontal member bolt insertion holes corresponding to the notch receiving holes in the bracket main body flange bolt insertion hole group. After suspending the transverse member above the interrupting fitting by using both ends of the suspending piercing fitting projecting from both side surfaces of the transverse member, the connecting vertical groove formed in the opening of the transverse member is inserted into the fitting body of the interrupting fitting. When the hanging piercing fitting is fitted to the flange and descends until it is placed in the notch receiving hole of the fitting main body flange, the horizontal member is temporarily held by the interruption fitting.

【0023】こうして仮保持することにより、柱材側面
所定位置に固定、突出状とした割込み金具の金具本体フ
ランジ部ボルト挿通孔の夫々に対し、該横架材の対応す
る各ボルト挿通孔全てを略合致状とした上、金具本体フ
ランジ部ボルト挿通孔群の中の楔孔(複数個の楔孔の設
けられたものでは、それらの中の最適な楔孔)に対応す
る横架材ボルト挿通孔に位置合せピンを貫通させ、横架
材ボルト挿通孔全てを割込み金具の金具本体フランジ部
ボルト挿通孔に正しく合致させると共に、吊り用刺通し
金具を抜き取ってしまってから、位置合せピンの挿通さ
れていないその他のボルト挿通孔に緊結ボルト・ナット
または位置合せピンを貫通、固定するようにしてなる、
前記この発明の仕口金具を使用した木造軸組構造の仕口
形成方法である。
By temporarily holding in this manner, all of the bolt insertion holes corresponding to the horizontal member are respectively inserted into the bolt insertion holes of the metal fitting main body flange portion of the interruption metal fitting which is fixed at a predetermined position on the side surface of the pillar member. In addition to the substantially matching shape, the horizontal member bolt insertion corresponding to the wedge hole (or the optimum wedge hole among those provided with a plurality of wedge holes) in the bracket body flange portion bolt insertion hole group. Insert the alignment pin through the hole, make sure that all of the horizontal member bolt insertion holes are correctly aligned with the bolt holes in the flange main body flange of the interruption metal fittings, remove the hanging piercing metal fittings, and then insert the alignment pins. Through the other bolt insertion holes that do not have a fastening bolt / nut or alignment pin,
A method for forming a connection of a wooden frame structure using the connection fitting of the present invention.

【0024】割込み金具やボルト・ナット、吊り用刺通
し金具は、前記したこの発明の構造の仕口金具として既
成部品化されており、その仕口金具の中、特に割込み金
具の構造に合わせ、柱材と横架材とには、予め工場加工
によって夫々のボルト挿通孔が穿設されると共に、横架
材には、更に接続縦溝も切り込み加工されたものとして
現場搬入され、設計図に従った土台上の所定位置にそれ
ら柱材を立設、仮固定した状態以降、上記したこの発明
の仕口形成方法手順に従った木造軸組構造の仕口を形成
するものである。但し、柱材所定箇所への割込み金具の
固定は、ボルト挿通孔形成以降であれば、工場加工段階
であっても、あるいは現場搬入後の適宜段階であっても
差し支えはない。
The interruption metal fittings, bolts and nuts, and the piercing metal fittings for suspension are formed as pre-made parts as the above-mentioned connection metal fittings of the present invention. The bolts and holes are drilled beforehand in the material and the horizontal material by factory processing, and the connecting material is also cut into the horizontal material and cut into the site. After the column members are erected and temporarily fixed at predetermined positions on the base, a connection of a wooden frame structure is formed in accordance with the above-described connection forming method procedure of the present invention. However, the fixing of the interrupting fitting to the predetermined position of the pillar member may be performed at the factory processing stage or at an appropriate stage after being carried into the site as long as it is after formation of the bolt insertion hole.

【0025】また、割込み金具として、金具本体フラン
ジ部に複数個の楔孔が設けられてなるものが採用されて
いる場合には、前記したこの発明の基本的な構成からな
る木造軸組構造の仕口形成方法は、接続すべき横架材を
吊り上げ、吊り用刺通し金具を金具本体フランジ部の切
欠き受け孔に載置状として仮保持してから、複数個の楔
孔の中、対応する横架材ボルト挿通孔に対して最も重な
り具合が大きい楔孔に対応する横架材ボルト挿通孔に位
置合せピンを先ず貫通させ、横架材を柱材方向に強制的
に引き付け、続いて重なり具合が大きくなった楔孔に対
応する横架材ボルト挿通孔に、別の位置合せピンを貫通
させて横架材を更に柱材方向に強制的に引き付け、以
降、割込み金具の金具本体フランジ部ボルト挿通孔の夫
々に対し、該横架材の対応する各ボルト挿通孔全てが正
しく合致するまで、順次残りの楔孔に対応する横架材ボ
ルト挿通孔に位置合せピンを貫通させる過程を繰り返す
と共に、吊り用刺通し金具を抜き取ってしまってから、
位置合せピンの挿通されなかったその他のボルト挿通孔
に緊結ボルト・ナットまたは位置合せピンを貫通、固定
するようにした仕口形成方法となるようにする。
In the case where a plurality of wedge holes are provided in the flange portion of the metal fitting main body as the interrupting metal fitting, a wooden frame structure having the above-described basic structure of the present invention is used. The connection forming method is to lift the horizontal member to be connected, temporarily hold the penetrating metal fitting for mounting in the notch receiving hole of the metal fitting main body flange portion, and then correspond to the plurality of wedge holes. The alignment pin is first passed through the horizontal member bolt insertion hole corresponding to the wedge hole with the largest overlap with the horizontal member bolt insertion hole, and the horizontal member is forcibly pulled in the column direction, and then overlapped Another alignment pin is passed through the bolt insertion hole corresponding to the wedge hole whose condition has become larger, and the horizontal member is further forcibly pulled in the column direction. For each of the bolt insertion holes, All corresponding respective bolt insertion holes until matches correctly, since got withdrawn with repeated process of passing the alignment pin to horizontal member bolt insertion holes corresponding to the sequential remaining wedge hole, the bracket piercing for hanging,
A connection forming method is provided in which a fastening bolt / nut or a positioning pin is passed through and fixed to another bolt insertion hole through which the positioning pin has not been passed.

【0026】なお、これら位置合せピンが、一本あるい
は順次複数本打ち込まれていくことにより、金具本体フ
ランジ部の切欠き受け孔に載置状となって横架材を仮保
持していた吊り用刺通し金具は、金具本体フランジ部の
切欠き受け孔から自然に少しだけ上方に浮き上がるよ
う、予め横架材に穿設する金具本体フランジ部の切欠き
受け孔に対応するボルト挿通孔と、その直下に穿設する
位置合せピン打ち込み用の横架材ボルト挿通孔との上下
間隔が、金具本体フランジ部の切欠き受け孔の欠き底部
と、その直下の位置合せピン挿通用の金具本体フランジ
部のボルト挿通孔下周縁との上下間隔よりも少しだけ大
きめに形成されたものとし、位置合せピン打ち込み後の
適当な段階に、この吊り用刺通し金具を横架材から手指
で簡単に抜き取れるようにする。以下、図面に示す実施
例について詳述することにより、この発明に包含される
木造軸組構造用仕口金具、およびそれを使用した仕口形
成方法が、より具体的且つ明確に把握できるようにする
こととする。
When one or a plurality of these positioning pins are driven in, the hanging pins which are placed in the notch receiving holes of the flange portion of the metal fitting main body and temporarily hold the horizontal member. The piercing metal fitting has a bolt insertion hole corresponding to the notch receiving hole of the metal fitting body flange portion pre-drilled in the transverse member so that it naturally rises slightly upward from the notch receiving hole of the metal fitting body flange portion. The vertical spacing between the positioning pin driving horizontal member bolt insertion hole and the notch bottom of the notch receiving hole in the metal fitting main body flange part and the metal fitting main body flange part for the positioning pin insertion therebelow. It is formed to be slightly larger than the vertical interval with the lower peripheral edge of the bolt insertion hole, and this hanging piercing metal can be easily pulled out of the horizontal member by hand at an appropriate stage after the positioning pin is driven Unisuru. Hereinafter, the embodiment shown in the drawings will be described in detail to make it possible to more specifically and clearly grasp the fitting for a wooden frame structure included in the present invention and the method of forming the fitting using the same. I decided to.

【0027】[0027]

【実施例1】先ず、図1の横架材の吊り用刺通し金具を
示す分解斜視図、図2の横架材を柱材の仕口金具に仮組
立する状態を示す斜視図、図3の柱材に接続された割り
込み金具の斜視図、図4の横架材に位置合わせピンを打
ち込む状態を示す斜視図、図5の位置合わせピンの打ち
込みに伴い、柱材側に引き寄せられる横架材を示す正面
図、図6の位置合わせピンを分解して示す平面図に示さ
れる事例は、この発明を最も端的に示すものの事例であ
る。
Embodiment 1 First, an exploded perspective view showing a piercing metal fitting for suspending a horizontal member shown in FIG. 1, a perspective view showing a state in which the horizontal member shown in FIG. 2 is temporarily assembled to a connection fitting of a column member, and FIG. 4 is a perspective view of the interrupting fitting connected to the column, FIG. 4 is a perspective view showing a state where the positioning pin is driven into the horizontal member, and FIG. 5 is a horizontal member drawn toward the column as the positioning pin is driven. And the plan view shown in FIG. 6 in which the alignment pin is disassembled is the case that most clearly illustrates the present invention.

【0028】割込み金具1は、図3に示されるように平
面視略転倒「コ」字状(即ち、ウエブ部11に左右2枚
のフランジ部12,12が組み合わされた構造)に屈曲
形成した加工部品であり、プレスまたは押出し成型等に
より、幅が柱寸法(通常105〜120mm)の略1/4
程度で高さ寸法を略接続すべき横架材5の背寸法とした
ウエブ部11の左右に、互いに同一方向へ直角に屈曲し
たフランジ部12,12が一体に形成されてなり、ウエ
ブ部11には、柱材6に連結するための4個のウエブ部
ボルト挿通孔16,16,……が縦1列に穿設されてい
る。なお、これらウエブ部ボルト挿通孔16,16,…
は、夫々下部側を固定ボルト2の頭部21を挿入可能と
する大きさの誘導孔部16aに形成され、上部側を、誘
導孔部16aに連続する定着孔16b(固定ボルト2断
面よりやや大きい径)に形成されている。
As shown in FIG. 3, the interrupt fitting 1 is bent in a substantially U-shape in plan view (that is, a structure in which a web portion 11 is combined with two right and left flange portions 12 and 12). It is a processed part whose width is approximately 1/4 of the column size (usually 105 to 120 mm) by press or extrusion molding
Flanges 12, 12 bent at right angles to each other in the same direction are integrally formed on the left and right sides of a web portion 11 having the same height as the height of the transverse member 5 to be connected. , Four web part bolt insertion holes 16, 16,... For connection to the column member 6 are formed in one vertical line. In addition, these web part bolt insertion holes 16,16, ...
The lower side is formed in a guide hole 16a having a size that allows the head 21 of the fixing bolt 2 to be inserted, and the upper side is formed in a fixing hole 16b (slightly larger than the cross section of the fixing bolt 2) that is continuous with the guide hole 16a. (Large diameter).

【0029】一方、横架材5を接続すべき柱材6所定位
置側面には、予め、上記した割込み金具1のウエブ部ボ
ルト挿通孔16,16,……であって、夫々の定着孔部
16b,16b,……が納まるべき位置に、柱材6を横
断、貫通状に4個の柱材ボルト挿通孔61,61……が
穿設されていることから、4本の固定ボルト2,2,…
…を挿通し、一方の柱材側面から突出した各固定ボルト
2,2,……先端に、夫々図示しないナットを螺合し、
完全に締め付けない状態にて、該ウエブ部ボルト挿通1
6,16……の誘導孔部16a,16a,……に、各固
定ボルト2,2,……ボルト頭部21,21,……を挿
入してから、仕口金具1を下方にずらすことにより、ウ
エブ部ボルト挿通孔16,16,……の定着孔部16
b,16b,……を固定ボルト2,2,……に完全に嵌
め、その後、固定ボルト2,2,……、ナットを締め付
けて柱材6の両側面所定位置に仕口金具1,1を強固に
接続、固定してしまう。
On the other hand, on the side surface of the column member 6 to which the horizontal member 5 is to be connected at predetermined positions, the bolt bolt insertion holes 16, 16,... Since four column member bolt insertion holes 61, 61,... Are formed in positions where 16b, 16b,. 2, ...
… Is inserted, and nuts (not shown) are screwed into the respective fixing bolts 2, 2,.
When the web is not completely tightened,
Insert the fixing bolts 2, 2,... Bolt heads 21, 21,... Into the guiding holes 16a, 16a,. , The fixing holes 16 of the web part bolt insertion holes 16, 16,...
.. are completely fitted into the fixing bolts 2, 2,..., and then the fixing bolts 2, 2,. Is firmly connected and fixed.

【0030】こうして柱材6の両側面所定位置からは、
夫々割込み金具仕口金具1,1の各一対のフランジ部1
2,12、および12,12が柱材接続方向に突出状と
なるが、それら各一対のフランジ部12,12、および
12,12には、予めウエブ部11から所定間隔を置い
て、少なくとも2列配置のボルト挿通孔14,14,…
…、および15,15,……が穿設、配置されていて、
その中の1列のボルト挿通孔14,14,……は、最上
位のものを除いたものの中の少なくとも1個(実施例は
全て)が、ウエブ部11から離れる方向に窄んだ楔形状
をなす楔孔14a,14a,……(但し、それらの横幅
寸法は変えられている)を連続させたものに形成され、
最上位のものは、前記楔孔14a,14a,……を含む
ボルト挿通孔14,14,……の中の最も横幅の大きい
ものに略相当する横幅寸法で、上方が切り掛かれた切欠
き受け孔14bに形成されている。
Thus, from the predetermined position on both sides of the column member 6,
Each pair of flange portions 1 of the interrupt fitting connection fittings 1 and 1 respectively
2, 12, and 12 and 12 project in the column connecting direction, and each of the pair of flange portions 12, 12, and 12, 12 is provided with at least two Bolt insertion holes 14, 14, ... arranged in rows
… And 15,15, …… are drilled and arranged,
One of the bolt insertion holes 14, 14,... Has a wedge shape in which at least one (except for all embodiments) except for the top one is narrowed in a direction away from the web portion 11. Are formed in a series of continuous wedge holes 14a, 14a,... (However, their widths are changed).
The topmost one has a width dimension substantially corresponding to the largest one of the bolt insertion holes 14, 14,... Including the wedge holes 14a, 14a,. It is formed in the hole 14b.

【0031】なお、この実施例においては、楔孔14
a,14a,……の中、中央の楔孔14aは、その横幅
が他の2つの楔孔14a,14aのそれよりも長く設定
され、その下の楔孔14aはその次に長く、切欠き受け
孔14bの直下のものを最も横幅が小さくなるよう設定
されている。したがって、切欠き受け孔14bの凹欠形
状底部の長さは、中央に位置する楔孔14aを含むボル
ト挿通孔14の横幅寸法に略合致するものとして形成さ
れている。この楔孔14a,14a,……を含むボルト
挿通孔14,14,……列群から所定間隔ウエブ部11
側に偏った位置のボルト挿通孔15,15,……は、夫
々締付けボルト7を挿通可能とする略真円形のものに形
成され、上下方向に所定間隔を置いて縦1列のボルト挿
通孔群をなさしめている。
In this embodiment, the wedge holes 14
a, 14a,..., the width of the central wedge hole 14a is set longer than that of the other two wedge holes 14a, 14a, and the lower wedge hole 14a is the next longer, and the notch is notched. The width immediately below the receiving hole 14b is set to be the smallest. Therefore, the length of the bottom of the concave shape of the notch receiving hole 14b is formed to substantially match the width of the bolt insertion hole 14 including the wedge hole 14a located at the center. .., Including the wedge holes 14a, 14a,.
The bolt insertion holes 15, 15,... At the positions deviated to the sides are formed in a substantially true circular shape through which the tightening bolts 7 can be inserted, and are arranged vertically in a row at predetermined intervals in the vertical direction. A group is formed.

【0032】吊り用刺通し金具4は、横架材2をクレー
ンにより吊り上げるために都合が良いように通孔付き吊
上げ腕部41,42を有し、それらの中の一方の通孔4
1aの付いた吊上げ通孔付き腕部41で、横架材5に対
峙する側面下部から水平であって、先端部をネジ部43
a加工した差渡しボルト43が一体的に突設されると共
に、他方の通孔42a付き吊上げ腕部42で、先の腕部
41の差渡しボルト43突設箇所に対応する下部には、
差渡しボルト43を挿通可能とする嵌め孔42bが形成
され、通孔付き吊上げ腕部42を、横架材ボルト挿通孔
の中の、上記割込み金具1フランジ部12,12の切欠
き受け孔14b,14bに対応させて穿設した横架材ボ
ルト挿通孔53に貫通状に挿通し、横架材5から突出し
た差渡しボルト43のネジ部43aから、他方の腕部4
2の嵌め孔42bを挿通して組み合わせた後、差渡しボ
ルト43のネジ部43aに止めナット44を螺合させ、
横架材5の両側面をこれら通孔付き吊上げ腕部41,4
2で挾着状となるようにしている。左右の通孔付き吊上
げ腕部41,42の夫々の上部の通孔41a,42aに
は、クレーンに吊り下げられたワイヤロープまたはシャ
ックル等が連結されることとなる。
The hanging piercing fitting 4 has lifting arms 41 and 42 with through holes so as to be convenient for lifting the horizontal member 2 with a crane.
An arm 41 with a lifting through hole with 1a is horizontal from the lower side surface facing the horizontal member 5 and has a tip portion with a screw portion 43.
The processed delivery bolt 43 is integrally provided, and the lifting arm 42 with the other through-hole 42a is provided at a lower portion corresponding to the location of the delivery bolt 43 of the previous arm 41,
A fitting hole 42b through which the insertion bolt 43 can be inserted is formed, and the lifting arm 42 with the through hole is inserted into the notch receiving hole 14b of the interrupt fitting 1 flange portion 12, 12 in the horizontal member bolt insertion hole. , 14b, penetrates through the transverse member bolt insertion hole 53, and passes through the thread portion 43a of the connecting bolt 43 protruding from the transverse member 5 to the other arm portion 4.
After inserting and fitting the second fitting hole 42b, the lock nut 44 is screwed into the screw portion 43a of the connecting bolt 43,
The both sides of the horizontal member 5 are lifted by the lifting arm portions 41 and 4 with through holes.
2 is formed so as to be clamped. Wire ropes or shackles suspended from a crane are connected to the upper through holes 41a and 42a of the left and right lifting arms 41 and 42 with through holes, respectively.

【0033】一方、この割込み金具1に連結される横架
材5は、柱材6に突き当てられる木口51から、先の割
込み金具1のフランジ部12,12を受け入れるための
接続縦溝52,52が、予め工場において切り込まれて
おり、これら接続縦溝52,52は、その木口51側お
よび上下両面側に連続的に開口されていて、上記した吊
り用刺通し金具4を使って吊り上げた横架材5を割込み
金具1の上方から下降させていき、その接続縦溝52,
52の下面側から割込み金具1のフランジ部12,12
を受け入れ可能にしてある。
On the other hand, the horizontal member 5 connected to the interrupt fitting 1 is connected to a connecting vertical groove 52 for receiving the flanges 12, 12 of the interrupt fitting 1 from the opening 51 abutted against the pillar 6. 52 are cut in advance at the factory, and these connecting longitudinal grooves 52, 52 are continuously opened on the wooden edge 51 side and both upper and lower sides, and are lifted using the above-described hanging piercing metal fitting 4. The horizontal member 5 is lowered from above the interrupt fitting 1, and the connecting vertical grooves 52,
52, the flanges 12, 12 of the interrupt fitting 1
Is acceptable.

【0034】更に、この横架材5には、上記のとおりの
接続縦溝52,52が形成されていて、これら接続縦溝
52,52に割込み金具1のフランジ部12,12を完
全に嵌め込み状とし、設計どおりの関係に接続された仕
口構造を完成したときに、当該フランジ部12,12の
ボルト挿通孔14,14,……、および15,15,…
…に対応することとなる横架材5所定位置に、横断状に
貫通する54,54……、55,55,……が、前記同
様、工場加工段階に正確に穿設され、位置合せピン3ま
たは緊締ボルト7を貫通状に挿通可能とされている。
Further, the connecting members 5 are formed with the connecting vertical grooves 52, 52 as described above, and the flange portions 12, 12 of the interrupt fitting 1 are completely fitted into the connecting vertical grooves 52, 52. When the joint structure connected in the designed relationship is completed, the bolt insertion holes 14, 14,..., And 15, 15,.
, 55, 55,... Penetrating transversely at predetermined positions of the horizontal member 5 corresponding to. 3 or the tightening bolt 7 can be inserted in a penetrating manner.

【0035】但し、横架材ボルト挿通孔54,54……
列の最上位となる横架材ボルト挿通孔53だけは、位置
合せピン3または緊締ボルト7を挿通するのではなく、
吊り用刺通し金具4の差渡しボルト43を挿通するため
のものであり、その下の横架材ボルト挿通孔54からの
高さ間隔が、割込み金具1のフランジ部ボルト挿通孔1
4,14,……列の切欠き受け孔14bと,その直下で
楔孔14aを有するフランジ部ボルト挿通孔14との間
隔よりも僅かに大きく形成されていて、横架材ボルト挿
通孔54,54……の中の最上位(但し、ボルト挿通孔
53を含む横架材ボルト挿通孔54,54……列として
見た場合は上から2番目)の横架材ボルト挿通孔54と
それが対応するフランジ部ボルト挿通孔14とに貫通状
に位置合わせピン3を挿通すると、横架材ボルト挿通孔
53に挿通した吊り用刺通し金具4の差渡しボルト43
が、フランジ部ボルト挿通孔14,14,……列最上位
の切欠き受け孔14bから僅かに上方に浮き、吊り用刺
通し金具4を横架材ボルト挿通孔53から取り去ること
ができるようにしてある。
However, horizontal member bolt insertion holes 54, 54 ...
Only the horizontal member bolt insertion hole 53 at the top of the row does not insert the positioning pin 3 or the tightening bolt 7,
This is for inserting the delivery bolt 43 of the hanging piercing metal fitting 4, and the height interval from the horizontal member bolt inserting hole 54 below it is the flange part bolt inserting hole 1 of the interrupt fitting 1.
4, 14,... Are formed slightly larger than the interval between the notch receiving holes 14b in the row and the flange bolt insertion hole 14 having the wedge hole 14a immediately below the notch receiving holes 14b. 54. The uppermost horizontal member bolt insertion holes 54 (the second from the top when viewed as a row of horizontal member bolt insertion holes 54 including the bolt insertion holes 53) When the positioning pins 3 are inserted through the corresponding flange bolt insertion holes 14 in a penetrating manner, the connecting bolts 43 of the hanging piercing metal fittings 4 inserted into the transverse member bolt insertion holes 53 are provided.
Are slightly lifted upward from the notch receiving holes 14b at the top of the row, so that the hanging piercing metal fittings 4 can be removed from the horizontal member bolt inserting holes 53. is there.

【0036】上記横架材ボルト挿通孔54と、それが対
応するフランジ部ボルト挿通孔14とに挿通される位置
合わせピン3は、横架材5の幅寸法と略同一の長さに形
成されていて、横架材5の略全幅に渡って貫通されるよ
うにしてあり、その先端部31は、先細部31に形成さ
れていて楔孔14aに差し込み易くなるようにしてあ
り、また、頭部33は、鍔状に迫り出し形成され、打ち
込み作業をし易くすると共に、打ち込み過ぎて先端先細
り部分が反対側に突出してしまわないようにしてある。
なお、中途部周壁部分にはローレット加工等が施され、
周壁面全体に鉤爪状の噛合凹凸32が形成され、一旦打
ち込まれてしまうと、ボルト締めのようにナットを螺合
させなくても簡単に抜け出してしまわない構造としてあ
る。
The positioning pins 3 inserted into the horizontal member bolt insertion holes 54 and the corresponding flange bolt insertion holes 14 are formed to have a length substantially equal to the width dimension of the horizontal member 5. And is penetrated over substantially the entire width of the horizontal member 5. The tip portion 31 is formed in the tapered portion 31 so as to be easily inserted into the wedge hole 14a. The portion 33 is formed so as to protrude in a flange shape to facilitate the driving operation, and to prevent the tapered end portion from protruding to the opposite side due to excessive driving.
In addition, knurl processing etc. are given to the middle wall part,
A claw-shaped meshing unevenness 32 is formed on the entire peripheral wall surface, and once it is driven in, the nut is not easily pulled out without screwing the nut unlike bolting.

【0037】次に、以上のとおりの構成からなる木造軸
組構造用仕口金具を使用し、この発明が包含する木造軸
組構造の仕口を形成には、先ず、横架材5を接合すべき
柱材6の所定位置に、図3に示す如く4本の固定ボルト
2,2,…によって割込み金具1,1を取着し、これら
割込み金具1,1を、柱材6の仕口形成箇所において、
夫々横架材5接続方向に突出状に固定してしまう。この
割込み金具1,1を柱材6に固定する工程は、柱材6が
現場で土台または梁、桁上に立設、仮固定状とした段階
に限られる訳ではなく、予め工場において固定してから
現場搬入されたり、あるいは、現場まで別々に搬入し、
土台または梁、桁上に立設する前の段階の柱材3を、地
上に寝かせたままで、その仕口形成箇所に割込み金具
1,1を固定ボルト2,2,…によって取着してしま
い、それから建て方に移るようにしてもよい。
Next, in order to form the connection of the wooden frame structure included in the present invention by using the connection member for the wooden frame structure having the above structure, first, the horizontal members 5 are joined. As shown in FIG. 3, interrupt fittings 1, 1 are attached to predetermined positions of the pillar 6 by four fixing bolts 2, 2,. At the formation point,
Each of them is fixed in a protruding manner in the connection direction of the horizontal member 5. The step of fixing the interruption metal fittings 1 and 1 to the column member 6 is not limited to the stage in which the column member 6 is erected on a base or a beam or a girder at a site, and is temporarily fixed, and is previously fixed in a factory. From the site, or separately to the site,
The pillars 3 in the stage before being erected on the base, beam, or girder are laid on the ground, and the interrupting fittings 1, 1 are attached to the connection forming locations by the fixing bolts 2, 2,. , And then move on to how to build.

【0038】次に、図1に示されるように、横架材5の
ボルト挿通孔53に対して吊り用刺通し金具4の差渡し
ボルト43を挿通し、その先端ネジ部43a側を横架材
5の他側面から突出状とした上、その突出状となった差
渡しボルト43に他方の通孔付き吊上げ腕部42の嵌め
孔42bを挿通し、止めナット44を螺合させることに
より、横架材5に吊り用刺通し金具4をセットし、吊り
用刺通し金具4の通孔付き両吊上げ腕部42,42の各
通孔42a,42aを使って、図示しないクレーンで吊
り上げ、図2に示されるように、横架材5を略水平な状
態で、しかも柱材6に固定されている割込み金具1,1
よりも上位としてから、横架材5の接続縦溝52,52
を割込み金具1,1の各フランジ部12,12に一致さ
せ、次第に下降していき、差渡しボルト43を、各割込
み金具1の各フランジ部12,12上端の切欠き受孔1
4b,14b上に載置状とすることにより、横架材5を
割込み金具1,1で仮支持状とし、その荷重をクレーン
等吊上げ機械側から柱材6側へ移動させてしまい、これ
以降は、クレーン等吊上げ作業機の使用は勿論のこと、
作業者の手による支えも必要としない。
Next, as shown in FIG. 1, the crossover bolt 43 of the hanging piercing fitting 4 is inserted into the bolt insertion hole 53 of the horizontal member 5, and the tip screw portion 43 a side thereof is connected to the horizontal member 5. 5 is projected from the other side surface, and the insertion bolt 42b of the other lifting arm portion 42 with a through hole is inserted into the projecting delivery bolt 43, and the locking nut 44 is screwed into the horizontal direction. The hanging piercing fitting 4 is set on the frame member 5, and is lifted by a crane (not shown) using the through holes 42a, 42a of the two lifting arms 42, 42 with through holes of the hanging piercing fitting 4, as shown in FIG. So that the horizontal members 5 are substantially horizontal, and are fixed to the pillar members 6.
Higher than the connecting vertical grooves 52 of the horizontal member 5.
Are aligned with the flanges 12, 12 of the interrupt fittings 1, 1, and gradually descend, and the delivery bolt 43 is inserted into the notch receiving hole 1 at the upper end of each flange 12, 12 of the interrupt fitting 1.
4b, 14b, the horizontal member 5 is temporarily supported by the interrupting brackets 1, 1, and the load is moved from the lifting machine side such as a crane to the column member 6 side. Of course, use of lifting equipment such as cranes,
There is no need for support by workers' hands.

【0039】こうして、横架材5,5を割込み金具1,
1で仮支持状としておいて、図4に示すように、横架材
5の中段のボルト挿通孔54および割込み金具1の中段
の(最も横幅を長くした)楔孔14aを含むボルト挿通
孔14に、位置合わせピン3の先細部31から打ち込
む。但し、横架材ボルト挿通孔54,54,……に掛か
るフランジ部ボルト挿通孔14,14,……の楔孔14
a,14a,……の関係が、この中段の楔孔14aだけ
ではなく、次に長いその下の楔孔14aも、その半分以
上が横架材ボルト挿通孔54に掛かっていれば、この中
段の下の楔孔14aから位置合わせピン3の打ち込み作
業を実施するようにしてもよく、したがって、更に短い
楔孔14aもそのような状態(横架材5の割込み金具
1,1への仮支持状態が、より柱材6側へ寄せられてな
されている状態)になっていれば、それよりも長い楔孔
14aを飛ばし、短い楔孔14aへ位置合わせピン3を
打ち込むようにすればよい。
In this manner, the horizontal members 5 and 5 are
4, the bolt insertion hole 54 including the middle bolt insertion hole 54 of the horizontal member 5 and the middle (longest width) wedge hole 14a of the interruption fitting 1 as shown in FIG. Is inserted from the tapered portion 31 of the positioning pin 3. However, the wedge holes 14 of the flange bolt insertion holes 14, 14,... Which hang over the horizontal member bolt insertion holes 54, 54,.
The relationship between a, 14a,... is not only the middle wedge hole 14a, but also the next longest lower wedge hole 14a. May be driven from the lower wedge hole 14a, so that the shorter wedge hole 14a is also in such a state (temporary support of the horizontal member 5 to the interrupting fittings 1, 1). If the state is closer to the column member 6), the longer wedge hole 14a may be skipped and the positioning pin 3 may be driven into the shorter wedge hole 14a.

【0040】実施例では、横架材5は、図5中に二点鎖
線で示されるような配置具合となっており、位置合わせ
ピン3の先細部31が、横架材5の中段のボルト挿通孔
54から割込み金具1の中段のボルト挿通孔14の楔孔
14aに打ち込まれ、次第に太い部分が押し込まれてい
き、最終的に位置合わせピン3そのものの太さが押し込
まれる段階には、フランジ部ボルト挿通孔14に納まる
ことから、その間、位置合わせピン3は、楔孔14aに
よっての強制誘導された分だけ水平(図では右側へ)移
動させられることになり、この位置合わせピン3の水平
移動は、取りも直さず、それをボルト挿通孔54に挿通
させている横架材5、5自体を、その木口方向に移動さ
せ、横架材5木口が柱材6の側面仕口形成箇所に密着状
に引き寄せられ、設計どおりの位置関係に接続されるよ
うにすることである。
In the embodiment, the horizontal member 5 is arranged as shown by a two-dot chain line in FIG. 5, and the tapered portion 31 of the positioning pin 3 is The insertion hole 54 is driven into the wedge hole 14a of the bolt insertion hole 14 in the middle stage of the interrupt fitting 1, and the thick portion is gradually pushed in. At the stage where the thickness of the positioning pin 3 itself is finally pushed in, the flange The positioning pin 3 is moved horizontally (to the right in the figure) by the amount forcedly guided by the wedge hole 14a. In the movement, the transverse members 5, 5 themselves, which are inserted through the bolt insertion holes 54, are moved in the direction of their cut ends, and the horizontal members 5 are formed at the side joint forming portions of the column members 6. Attracted in close contact with It is to be connected to a positional relationship between the meter as expected.

【0041】位置合わせピン3,3,…を打ち込んでい
った結果、横架材5が正しい位置に調整されると、予
め、吊り用刺通し金具4の差渡しボルト41aが切欠き
受孔13,13から僅かに浮き上り、切欠き受孔13,
13との関係が解放されるようにしてあることから、作
業者が手作業によって吊り用刺通し金具4の止めナット
44を螺解して取り外し、差渡しボルト43を通孔53
から抜き取ってしまい、他の箇所の横架材5の同様の吊
り上げ、仮支持作業に回すことができるようになる。
When the horizontal members 5 are adjusted to the correct positions as a result of the driving of the positioning pins 3, 3,..., The delivery bolts 41a of the hanging piercing fittings 4 are previously inserted into the notch receiving holes 13, 3. 13 slightly rises, the notch receiving hole 13,
13 is released, the operator manually unscrews and removes the lock nut 44 of the hanging piercing metal fitting 4 and inserts the passing bolt 43 through the hole 53.
, And can be used for similar lifting and provisional support of the horizontal member 5 at other locations.

【0042】こうして、順次、位置合わせピン3が打ち
込まれていき、完全に横架材5を柱材6側に引き寄せ終
えてしまうと、横架材ボルト挿通孔53,53,……全
てが割込み金具1のフランジ部ボルト挿通孔14,1
4,……に完全に合致した状態となることから、それら
横架材ボルト挿通孔53,53,……およびフランジ部
ボルト挿通孔14,14,……の合致するもの同士を貫
通状として、緊締ボルト7,7,……を差し込み、反対
側に突出した緊締ボルトにナットを螺合してしまえば、
この発明の仕口構造が完成することになる。なお、前記
のとおり、位置合わせピン3の打ち込みが、長さの短い
方の楔孔14aから始め、長い方の楔孔14aで、位置
合わせピン3の打ち込みがなされていない横架材ボルト
挿通孔54があるときには、そのボルト挿通孔54に
も、緊締ボルト7または位置合わせピン3を挿通してお
く必要がある。図中、56は、固定ボルト2,2,……
の頭部21,21,……との干渉を避けるため、横架材
5の端面2aに形成した逃げ溝を示している。
In this manner, the positioning pins 3 are sequentially driven in, and when the horizontal member 5 is completely drawn to the column member 6, the horizontal member bolt insertion holes 53, 53,. Flange bolt insertion hole 14, 1 of metal fitting 1
.. And the flange portion bolt insertion holes 14, 14,... After inserting the tightening bolts 7, 7, ... and screwing the nuts to the tightening bolts protruding on the opposite side,
The connection structure of the present invention is completed. As described above, the driving of the positioning pin 3 starts from the shorter wedge hole 14a, and the horizontal material bolt insertion hole where the driving of the positioning pin 3 is not performed in the longer wedge hole 14a. When the bolt 54 is provided, it is necessary to insert the tightening bolt 7 or the positioning pin 3 into the bolt insertion hole 54. In the figure, reference numeral 56 denotes fixing bolts 2, 2,...
In order to avoid interference with the heads 21, 21,..., Relief grooves formed in the end surface 2 a of the horizontal member 5 are shown.

【0043】[0043]

【作用効果】以上のとおりの構成からなるこの発明の木
造軸組の仕口形成方法、およびそれに使用する木造軸組
構造用仕口金具によれば、柱材所定箇所に固定した割込
み金具の切欠き受け孔に、横架材の吊り上げ作業にも兼
用する吊り用刺通し金具の差渡しボルトを載置状にして
しまいさえすれば、横架材は割込み金具を介して柱材に
仮支持され、水平な状態に納められてしまい、従前まで
の仕口金具のように、最終的に定着ボルトによって横架
材が柱材に接続された状態を実現し終えてしまわない限
り、クレーン等の吊上げ機械器具から横架材を解放でき
ず、その箇所の仕口を完成してしまうまで吊し続ける
か、不安定な足場上で数人の作業者が手で支えていなけ
ればならないという不都合を完全に解消することがで
き、しかも、その後、横架材を柱材に対して正確な位置
関係で接続されるようにする作業も、単に位置合わせピ
ンの打ち込みで、誰でも簡単に実施できるようにするも
のとなることから、木造軸組構造の仕口を正確且つ迅速
に形成する上で大いに役立つと共に、何よりも作業者の
安全性の確保をし易くするという秀れた特徴を有してい
て、施工管理に大いに役立つものになる。
According to the method for forming a connection of a wooden frame and the connection for a wooden frame structure used in the method of the present invention having the above-described structure, the cutting of the interruption metal fixed to a predetermined position of the column member is performed. As long as the insertion bolts of the piercing metal fittings for hanging, which are also used for lifting the horizontal material, are placed in the notched receiving holes, the horizontal material is temporarily supported by the column material via the interrupting metal, Lifting machines such as cranes, unless they are stored in a horizontal state and the horizontal members are finally connected to the pillars by fixing bolts like the conventional fittings. The inconvenience of not being able to release the horizontal member from the equipment and hanging it until the connection at that point is completed, or having to support several workers with hands on an unstable scaffold completely Can be resolved, and then The work to connect the frame to the pillar in the correct positional relationship can be easily performed by anyone by simply driving in the alignment pins. It is very useful for forming a connection accurately and quickly, and above all, has an excellent feature that it is easy to ensure the safety of workers, which is very useful for construction management.

【0044】また、この発明の木造軸組の仕口形成方法
によれば、柱材および横架材の切り込み加工工程が極め
て簡素化され、従前までのような大工職人のような熟練
技能者でなくとも十分に対応できることから、最近の技
能労働者不足に対応できる木造軸組工法の確立にその威
力を発揮することができる上、金具としても簡潔な構造
のものであって、製造も用意で比較的安価に提供するこ
とを可能にすることから、伝統ある木造軸組構造による
建築物が、ツーバイフォー工法等近年流行し始めたプレ
ファブ建築にそれ程引けを取らない価格帯と工期とによ
って実現できるようになり、需要者の期待に応え、我が
国伝統の木造軸組構造による建築物の復興、普及に大い
に威力を発揮することができるものとなる。
Further, according to the method for forming a connection of a wooden frame of the present invention, the cutting process of the column member and the lateral member is extremely simplified, and the skilled technician such as a carpenter as before can be used. Since it can respond to the shortage of skilled workers, it can exert its power to establish a wooden frame construction method that can cope with the recent shortage of skilled workers. Since it can be provided at relatively low cost, it is possible to realize a building with a traditional wooden frame structure in a price range and construction period that is not so comparable to prefabricated buildings that have recently become popular, such as the two-by-four construction method. In order to meet the expectations of consumers, it will be able to play a significant role in the reconstruction and spread of buildings with traditional wooden frame structures in Japan.

【0045】特に、実施例1として示すこの発明の木造
軸組構造用仕口金具を使った仕口形成方法は、複数の長
さに設定された楔孔14a,14a,……を備えたフラ
ンジ部ボルト挿通孔14,14,……を備えていて、順
に位置合わせピン3を打ち込むことによって、仮支持段
階に横架材5のズレが多少大きくても、当該横架材5を
確実に柱材6側面の仕口形成箇所に引き寄せ、設計どお
りの正確で十分耐力のある仕口を確実に実現可能にする
と共に、吊り用刺通し金具には、通孔付き吊上げ腕部4
3,43を有していて、クレーン等の吊上げ機での横架
材5の吊り上げを、手際良く、安定した状態で実施する
ことを可能にするという秀れた特徴をも発揮することが
できるものとなり、より一層上記した効果を助長するも
のとなる。
In particular, the method for forming a joint using the joint for a wooden frame structure according to the present invention, which is shown as the first embodiment, relates to a flange having wedge holes 14a, 14a,. , And by sequentially driving the positioning pins 3, even if the displacement of the horizontal member 5 is somewhat large in the temporary support stage, the horizontal member 5 can be securely posted. The material is drawn to the connection forming portion on the side surface of the material 6 to reliably realize an accurate and sufficiently durable connection as designed, and the lifting arm 4 with a through hole is provided in the hanging piercing metal fitting.
It has the excellent features that it is possible to carry out the lifting of the horizontal member 5 with a lifting machine such as a crane in an efficient and stable state. This further promotes the above-described effects.

【0046】叙上の如く、この発明の木造軸組構造用仕
口金具、およびそれを使用した木造軸組の仕口形成方法
は、これまでにない新規な構成によって、確実に所期の
目的を達成可能とするものであり、しかも、その仕口金
具は、製造も容易であって安価に提供することを可能に
しており、更にそれを使用して大幅に軸組構造の施工を
簡素化できることから、我が国の伝統的な木造軸組工法
による木造住宅の高品質化、低価格化、工期の短期化等
の点で、十分にプレファブ建築工法によるものとの対向
が可能となり、プレファブ建築に飽き足らない需要者か
らの引き合いを喚起し、様相を変えつつある町並みを、
再び我が国伝統の町並みに復帰させる役目を担い得ると
共に、在来工法に深く拘る建築業者の保護、育成に大い
に役立つことにも繋がって、多くの人々から高い評価が
なされるものになると予想される。
As described above, the connection fitting for a wooden frame structure of the present invention and the method for forming the connection of a wooden frame using the same can be surely provided with a novel configuration which has never been achieved. The fittings are also easy to manufacture and can be provided at low cost, and use them to greatly simplify the construction of the frame structure. Because it is possible, it is possible to sufficiently oppose the prefabricated construction method in terms of improving the quality, lowering the cost, shortening the construction period of wooden houses by the traditional wooden frame construction method of Japan, and using prefabricated construction methods. Inspiring inquiries from consumers who are not satisfied with the cityscape that is changing
It can play a role of restoring the traditional Japanese townscape again, and it is expected to be highly appreciated by many people because it will greatly help protect and foster contractors who are deeply involved in the traditional construction method .

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

図面は、この発明の木造軸組用仕口金具、およびそれを
使用した木造軸組の仕口形成方法の技術的思想を具体的
に説明するための代表的な実施例を示すものである。
The drawings show a typical embodiment for specifically explaining the technical idea of a wooden frame fitting and a method for forming a wooden frame joint using the same according to the present invention.

【図1】横架材の吊り用刺通し金具を示す分解斜視図で
ある。
FIG. 1 is an exploded perspective view showing a piercing metal fitting for suspending a horizontal member.

【図2】横架材を柱材の仕口金具に仮組立する状態を示
す斜視図である。
FIG. 2 is a perspective view showing a state in which the horizontal member is temporarily assembled to a column fitting.

【図3】柱材に取着された仕口金具の斜視図である。FIG. 3 is a perspective view of a connection fitting attached to a pillar.

【図4】横架材に位置合わせピンを打ち込む状態を示す
斜視図である。
FIG. 4 is a perspective view showing a state where an alignment pin is driven into a horizontal member.

【図5】位置合わせピンが打ち込まれる横架材を示す正
面図である。
FIG. 5 is a front view showing a horizontal member into which positioning pins are driven.

【図6】位置合わせピンを分解して示す平面図である。FIG. 6 is an exploded plan view showing an alignment pin.

【符号の説明】[Explanation of symbols]

1 仕口金具 11 同 ウエブ部 12 同 フランジ部 13 同 切欠き受け孔 14 同 フランジ部ボルト挿通孔 14a 同 楔孔 15 同 真円形のフランジ部ボルト挿通孔 16 同 ウエブ部ボルト挿通孔 16a 同 誘導孔部 16b 同 定着孔部 2 固定ボルト 21 同 頭部 22 同 ナット 3 位置合わせピン 31 同 先細部 32 同 噛合凹凸部 33 同 頭部 4 吊用刺通し金具 41 同 通孔付き吊上げ腕部 41a 同 通 孔 42 同 他方の通孔付き吊上げ腕部 42a 同 通孔 42b 同 嵌め孔 43 同 差渡しボルト部 43a 同 差渡しボルトネジ部 5 横 架 材 51 同 木口 52 同 接続縦溝 53 同 差渡しボルト挿通孔 54 同 横架材ボルト挿通孔 55 同 横架材ボルト挿通孔 56 同 逃げ溝 6 柱 材 61 同 ボルト挿通孔 DESCRIPTION OF SYMBOLS 1 Connection fitting 11 Same web part 12 Same flange part 13 Same notch receiving hole 14 Same flange bolt insertion hole 14a Same wedge hole 15 Same true circular flange bolt insertion hole 16 Same web part bolt insertion hole 16a Same guide hole Part 16b Same fixing hole part 2 Fixing bolt 21 Same head 22 Same nut 3 Alignment pin 31 Same taper detail 32 Same meshing uneven part 33 Same head 4 Hanging piercing fitting 41 Same Lifting arm part with through hole 41a Same through hole 42 Lifting arm with through-hole 42a Same through-hole 42b Same fitting hole 43 Same as connecting bolt 43a Same as connecting bolt screw 5 Cross member 51 Same opening 52 Same connecting vertical groove 53 Same connecting bolt insertion hole 54 Same horizontal member bolt insertion hole 55 Same horizontal member bolt insertion hole 56 Escape groove 6 Column material 61 Same bolt insertion hole

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 金具本体ウエブ部を柱材側面所定位置に
接続、固定した割込み金具の、金具本体フランジ部に穿
設した2列以上のボルト挿通孔群の中の、何れかのボル
ト挿通孔群に属し、フランジ部の上端に形成してなる切
欠き受け孔に、該切欠き受け孔に対応させて予め穿設し
てある横架材ボルト挿通孔に貫通状とした吊り用刺通し
金具を載置状として横架材を仮支持させ、その間に、何
れかのボルト挿通孔群の中に設けた楔孔を含むボルト挿
通孔の楔孔に向け、当該ボルト挿通孔に対応させて予め
穿設した横架材ボルト挿通孔に位置合せピンを打ち込
み、その過程で、残りのフランジ部ボルト挿通孔に、そ
れらに対応させて予め穿設した横架材ボルト挿通孔を合
致させ、定着ボルトおよび/または位置合せピンを打ち
込むと共に、吊り用刺通し金具の切欠き受け孔による仮
支持状態を解放して仕口を形成するようにしたことを特
徴とする木造軸組の仕口形成方法。
1. A bolt insertion hole of two or more rows of bolt insertion holes formed in a flange of a metal fitting main body of an interrupting metal fitting that is connected and fixed to a metal part main body web portion at a predetermined position on a side surface of a pillar. Belonging to the group, a notch receiving hole formed at the upper end of the flange portion, a hanging piercing metal fitting penetrating the cross member bolt insertion hole previously drilled corresponding to the notch receiving hole. Temporarily support the horizontal member as a placement state, and in the meantime, drill in advance to the wedge holes of the bolt insertion holes including the wedge holes provided in any of the bolt insertion hole groups, corresponding to the bolt insertion holes. The positioning pin is driven into the cross member bolt insertion hole provided, and in the process, the remaining flange bolt insertion hole is matched with the cross member bolt insertion hole previously drilled corresponding to them, and the fixing bolt and And / or drive the alignment pin A connection forming method for a wooden frame, wherein a connection is formed by releasing a provisionally supported state by a notch receiving hole of a through metal fitting.
【請求項2】 金具本体ウエブ部のボルト挿通孔と、そ
の位置に合わせて穿設した柱材のボルト挿通孔とを貫通
状にした固定ボルト・ナットにより、割込み金具を柱材
側面所定位置に接続、固定する一方、接続すべき横架材
には、その木口から金具本体フランジ部の位置と突出幅
とに合わせて予め接続縦溝を形成すると共に、同フラン
ジ部ボルト挿通孔位置に合わせて予め横架材ボルト挿通
孔を形成しておき、それら横架材ボルト挿通孔の中、金
具本体フランジ部ボルト挿通孔群の中の切欠き受け孔に
対応する横架材ボルト挿通孔に吊り用刺通し金具を貫通
させ、横架材両側面から突出した吊り用刺通し金具両端
を使って横架材を前記割込み金具よりも上に吊り上げた
後、横架材木口に形成した接続縦溝を、割込み金具の金
具本体フランジ部に嵌合したまま、吊り用刺通し金具が
金具本体フランジ部の切欠き受け孔に載置状となるまで
下降して仮保持状とすることにより、柱材側面所定位置
に固定、突出状とした割込み金具の金具本体フランジ部
ボルト挿通孔の夫々に対し、該横架材の対応する各ボル
ト挿通孔全てを略合致状とした上、金具本体フランジ部
ボルト挿通孔群の中の楔孔に対応する横架材ボルト挿通
孔に位置合せピンを貫通状に打ち込み、横架材ボルト挿
通孔全てを割込み金具の金具本体フランジ部ボルト挿通
孔に正しく合致させ、吊り用刺通し金具を抜き取ってし
まうと共に、位置合せピンの打ち込まれていないその他
のボルト挿通孔には、緊締ボルト・ナットおよび/また
は位置合せピンを貫通、固定して仕口を形成するように
したことを特徴とする木造軸組構造の仕口形成方法。
2. An interrupting bracket is positioned at a predetermined position on the side of a pillar by means of fixing bolts and nuts which penetrate through a bolt inserting hole of the bracket main body web portion and a bolt inserting hole of a pillar drilled in accordance with the position. While connecting and fixing, on the horizontal member to be connected, a connecting vertical groove is formed in advance in accordance with the position of the metal fitting main body flange portion and the projection width from the wood opening, and also in accordance with the same flange portion bolt insertion hole position. A cross member bolt insertion hole is formed in advance, and the cross member bolt insertion hole is used for hanging in the cross member bolt insertion hole corresponding to the notch receiving hole in the bracket body flange portion bolt insertion hole group. After penetrating the penetrating metal fitting and using both ends of the hanging penetrating metal fittings protruding from both side surfaces of the horizontal member to lift the horizontal member above the interrupting metal member, the connecting vertical groove formed at the mouth of the horizontal member is interrupted. On the flange of the metal fitting body With the fitting, the hanging piercing fitting is lowered into the notch receiving hole of the fitting main body flange until it is placed in the notch receiving hole, and is temporarily held, so that it is fixed at a predetermined position on the side surface of the pillar, and the interruption is made into a protruding shape For each of the metal fitting body flange bolt insertion holes, all of the corresponding bolt insertion holes of the horizontal member are substantially matched, and correspond to the wedge holes in the metal fitting body flange bolt insertion hole group. A positioning pin is driven into the horizontal member bolt insertion hole in a penetrating manner, and all the horizontal member bolt insertion holes are correctly aligned with the flange main body flange bolt insertion hole of the interrupting bracket, and the hanging piercing metal is removed and the position is removed. A wooden frame structure characterized in that a tightening bolt / nut and / or a positioning pin is penetrated and fixed in another bolt insertion hole into which a dowel pin is not driven to form a connection. Mouth forming method.
【請求項3】 割込み金具の金具本体フランジ部に複数
個の楔孔を含むボルト挿通孔が設けられており、接続す
べき横架材を吊り上げて吊り用刺通し金具を金具本体フ
ランジ部の切欠き受け孔に載置状として仮保持すること
により、柱材側面所定位置に固定、突出状とした割込み
金具の金具本体フランジ部ボルト挿通孔の夫々に対し、
該横架材の対応する各ボルト挿通孔全てを略合致状とし
た上、複数個の楔孔を含むボルト挿通孔の中、対応する
横架材ボルト挿通孔に対して最も重なり具合が大きい楔
孔に対応する横架材ボルト挿通孔に位置合せピンを貫通
状に打ち込むことにより、横架材を柱材方向に強制的に
引き付け、続いて重なり具合が最も大きくなった楔孔に
対応する横架材ボルト挿通孔に別の位置合せピンを貫通
させて横架材を更に柱材方向に強制的に引き付け、以
降、割込み金具の金具本体フランジ部ボルト挿通孔の夫
々に対し、該横架材の対応する各ボルト挿通孔全てを正
しく合致させ、吊り用刺通し金具を抜き取ってしまうと
共に、位置合せピンの打ち込まれていないその他のボル
ト挿通孔に緊締ボルト・ナットおよび/または位置合せ
ピンを貫通、固定して仕口を形成するようにした、請求
項1または2記載の木造軸組構造の仕口形成方法。
3. A bolt insertion hole including a plurality of wedge holes is provided in a metal fitting main body flange portion of the interrupting metal fitting, and a transverse member to be connected is lifted, and a hanging piercing metal fitting is cut out of the metal fitting main body flange portion. By temporarily holding it as a mounting shape in the receiving hole, it is fixed at a predetermined position on the side surface of the column material, and each of the fitting body flange portion bolt insertion holes of the protruding interrupt fitting is
All the corresponding bolt insertion holes of the cross member are made substantially coincident, and the wedge having the largest overlap with the corresponding cross member bolt insertion hole among the bolt insertion holes including a plurality of wedge holes. By inserting a positioning pin into the horizontal member bolt insertion hole corresponding to the hole in a penetrating manner, the horizontal member is forcibly pulled in the column direction, and then the horizontal member corresponding to the wedge hole with the largest overlapping degree A different alignment pin is passed through the mounting member bolt insertion hole to forcibly pull the horizontal member further in the column direction. Thereafter, the horizontal member is inserted into each of the metal fitting body flange portion bolt insertion holes of the interrupting fitting. All of the corresponding bolt insertion holes are correctly matched, the hanging piercing metal is pulled out, and the tightening bolt / nut and / or the positioning pin is passed through the other bolt insertion hole where the positioning pin is not driven. Fixed And to form a Joint, Joint formation method of Wooden construction according to claim 1 or 2 wherein.
【請求項4】 ウエブ部に1枚または複数枚のフランジ
部が一体成形されて平面視略「T」字状、「L」字状、
横転「コ」字状または「E」字状としてなる金具本体の
フランジ部(複数枚のときは全てのフランジ部共通)
に、上下方向に所定間隔を置いた複数個のボルト挿通孔
を少なくとも2列配置に穿設し、しかも、その中の何れ
か1列のボルト挿通孔群には、ウエブ部から離れる方向
に窄む楔孔、および上部を開放した切欠き受け孔を含む
ボルト挿通孔が形成され、更に同ウエブ部にも上下方向
に所定間隔を置いたボルト挿通孔を形成してなる割込み
金具と、先端側に先細部を備え、前記割込み金具の楔孔
を含むボルト挿通孔に挿入、使用される位置合せピン
と、接続すべき横架材木口近傍に横断状に挿通されたま
ま、前記割込み金具の切欠き受け孔に嵌合、仮支持状に
される吊り用刺通し金具との組み合わせからなる、請求
項1〜3何れか記載の木造軸組構造の仕口形成方法に使
用する木造軸組構造用仕口金具。
4. One or a plurality of flange portions are integrally formed on the web portion to form a substantially “T” -shaped, “L” -shaped,
Flange part of the bracket body that has a rollover “U” shape or “E” shape (when there are multiple sheets, all flange parts are common)
In addition, a plurality of bolt insertion holes at predetermined intervals in the vertical direction are drilled in at least two rows, and any one of the bolt insertion holes is narrowed in a direction away from the web portion. A bolt insertion hole including a wedge hole and a cut-out receiving hole having an open top, and a bolt insertion hole formed in the web portion at predetermined intervals in the vertical direction; A notch of the interrupt fitting, which is inserted into a bolt insertion hole including a wedge hole of the interrupt fitting and used, and is inserted transversely near a crosspiece of a cross member to be connected. 4. A connection for a wooden frame structure used in the method for forming a connection of a wooden frame structure according to any one of claims 1 to 3, comprising a combination with a piercing metal fitting for suspension, which is fitted into the receiving hole and temporarily supported. Metal fittings.
【請求項5】 ウエブ部に1枚または複数枚のフランジ
部が一体成形されて平面視略「T」字状、「L」字状、
横転「コ」字状または「E」字状としてなる金具本体の
フランジ部(複数枚のときは全てのフランジ部共通)
に、ウエブ部側から所定間隔を置いた少なくとも2列配
置であって、各列共に上下方向に所定間隔を置いた複数
個のボルト挿通孔を穿設し、しかも、その中の何れか1
列のボルト挿通孔群には、ウエブ部から離れる方向に窄
む楔孔、および上部を開放した切欠き受け孔を含むボル
ト挿通孔が形成され、更に同ウエブ部にも上下方向に所
定間隔を置いたボルト挿通孔を形成してなる割込み金具
と、先端側に先細部を備え、前記割込み金具の楔孔を含
むボルト挿通孔に挿入、使用される位置合せピンと、接
続すべき横架材端部近傍に横断状に挿通されたまま、前
記割込み金具の切欠き受け孔に嵌合、仮支持される吊り
用刺通し金具との組み合わせからなる、請求項1〜3何
れか記載の木造軸組構造の仕口形成方法。
5. One or more flange portions are integrally formed on the web portion to form a substantially "T" -shaped, "L" -shaped,
Flange part of the bracket body that has a rollover “U” shape or “E” shape (when there are multiple sheets, all flange parts are common)
In addition, at least two rows are arranged at a predetermined interval from the web portion side, and a plurality of bolt insertion holes are formed at each row in the vertical direction at a predetermined interval.
In the bolt insertion hole group of the row, a bolt insertion hole including a wedge hole narrowing in a direction away from the web portion and a cutout receiving hole opened at an upper portion is formed, and the web portion also has a predetermined interval in the vertical direction. An interrupting fitting formed with a bolt insertion hole placed thereon, a positioning pin having a tapered tip, inserted into a bolt inserting hole including a wedge hole of the interrupting fitting to be used, and an end of a cross member to be connected. The wooden frame structure according to any one of claims 1 to 3, wherein the wooden frame structure is a combination of a hanging piercing metal fitting which is fitted in the notch receiving hole of the interrupting metal fitting and temporarily supported while being inserted in a transverse shape in the vicinity of the portion. Method of forming a joint.
JP17345797A 1997-06-30 1997-06-30 Method for forming joint of wooden framework and wooden framework joint metal fitting for use therein Pending JPH1122005A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17345797A JPH1122005A (en) 1997-06-30 1997-06-30 Method for forming joint of wooden framework and wooden framework joint metal fitting for use therein

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17345797A JPH1122005A (en) 1997-06-30 1997-06-30 Method for forming joint of wooden framework and wooden framework joint metal fitting for use therein

Publications (1)

Publication Number Publication Date
JPH1122005A true JPH1122005A (en) 1999-01-26

Family

ID=15960839

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17345797A Pending JPH1122005A (en) 1997-06-30 1997-06-30 Method for forming joint of wooden framework and wooden framework joint metal fitting for use therein

Country Status (1)

Country Link
JP (1) JPH1122005A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115404988A (en) * 2022-08-30 2022-11-29 武汉理工大学 Glued wood beam column arc-shaped end connecting node structure and design method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115404988A (en) * 2022-08-30 2022-11-29 武汉理工大学 Glued wood beam column arc-shaped end connecting node structure and design method thereof

Similar Documents

Publication Publication Date Title
US5022209A (en) Method for construction of building and joint apparatus for construction members
EP1337720B1 (en) Connector
US5295754A (en) Framework structure for wooden building and framework member
JP3041271B2 (en) Wooden joining method
US5845453A (en) Jointing metal fitting for buildings
GB2090900A (en) Wall formwork
CN109779247A (en) The formwork erection device and construction method of steel column cornerite
JPH1122005A (en) Method for forming joint of wooden framework and wooden framework joint metal fitting for use therein
JPH11350602A (en) Connection metal fitting for wooden framework
CN213927568U (en) Prefabricated post location installing the system of assembled
CN215760279U (en) Socket joint formula steel pipe scaffold frame
CN111677112A (en) Stable assembly type bearing support standard section assembling structure
JPH0874415A (en) Method for executing precut scaffold
JP2001090205A (en) Rear-lot metal-plate inserting extension structure vertical boring-tool sleeper connection-type floor- structure centipede type floor-beam construction method of u-stud bolt wooden frame body and wood-iron mixing low-cost century house
JPH11200492A (en) Connecting metal fitting of wooden building member and connecting structure using the same
CN218406592U (en) Movable I-steel dismantlement platform that encorbelments
CN218204943U (en) Deviation-adjustable assembled embedded part
JPH06129022A (en) Joint member metallic material and building method and engineering method using the joint member metallic material
JPH0754480A (en) Prefabricated scaffolding and assembling and disassembling method thereof
JPH108557A (en) Jointing structure for wooden building
CN218802981U (en) Turnover mould
CN220539256U (en) Assembled building site assembly equipment
JPH0144867B2 (en)
JPH0630967Y2 (en) Connection structure of columns and beams
JP2024035126A (en) Scaffold base and temporary scaffold assembly method