JPH0941391A - Integral structure of joint fitting for burying wooden pole and wooden-pole joint structure using integral structure - Google Patents

Integral structure of joint fitting for burying wooden pole and wooden-pole joint structure using integral structure

Info

Publication number
JPH0941391A
JPH0941391A JP21530095A JP21530095A JPH0941391A JP H0941391 A JPH0941391 A JP H0941391A JP 21530095 A JP21530095 A JP 21530095A JP 21530095 A JP21530095 A JP 21530095A JP H0941391 A JPH0941391 A JP H0941391A
Authority
JP
Japan
Prior art keywords
wooden
embedding
wooden pole
joint
pole
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP21530095A
Other languages
Japanese (ja)
Other versions
JP3691553B2 (en
Inventor
Shinji Koyama
山 新 司 小
Yuichiro Hayashi
有 一 郎 林
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.)
Hayashi Kensetsu Kogyo KK
Original Assignee
Hayashi Kensetsu Kogyo 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 Hayashi Kensetsu Kogyo KK filed Critical Hayashi Kensetsu Kogyo KK
Priority to JP21530095A priority Critical patent/JP3691553B2/en
Publication of JPH0941391A publication Critical patent/JPH0941391A/en
Application granted granted Critical
Publication of JP3691553B2 publication Critical patent/JP3691553B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Foundations (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

PROBLEM TO BE SOLVED: To unify a foundation structure section and a wooden pole, and to increase the mutual tensile strength of the poles regarding a Joint fitting required on the realization of the connecting structure of the wooden pole in wooden framework structure. SOLUTION: A joint fitting 1, in which a female screw section 12 is formed at a lower end and a through-hole 13 on the upper end side and which is used for burying a wooden pole, is inserted into the burying hole 21 of the pole base header of the wooden pole 2 while a fixing bolt 3 is inserted from a through-hole 22 beforehand formed near a wooden pole base and the joint fitting 1 for burying the wooden pole is fastened, and tensile force is given to a fitting body 11 by utilizing the female screw section 12 of the joint fitting 1 for burying the wooden pole. The integral structure of the joint fitting for burying the wooden pole having burying structure having no play to the wooden pole 2 and the fixing bolt 3 interposed between these joint fitting 1 and the wooden pole 2 is realized by the joint fitting 1 for burying the wooden pole.

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、我が国固有の木造軸組構造
における木柱の接ぎ手、即ち軸線方向への軸組材の接続
構造に係わるものであって、特にその接続構造を実現す
る上で必要となる接ぎ手金具に関し、基礎構造部と木柱
との一体化、および2階建て、3階建てといった多層階
木造軸組構造における柱相互の引っ張り耐力を増強する
上で有用な木柱埋め込み用接ぎ手金具の一体化構造、お
よびそれを使用した木柱接ぎ手構造の新規な構造を提供
しようとするものである。
SUMMARY OF THE INVENTION The present invention relates to a joint of a wooden pole in a wooden frame structure unique to Japan, that is, a structure for connecting a frame member in the axial direction, and particularly for realizing the structure. Concerning necessary joint fittings, embedding of wooden poles that is useful for integrating the foundation structure and wooden poles and strengthening the tensile strength of the columns in a multi-story wooden frame structure such as two-story and three-story The present invention aims to provide a new structure of an integrated joint fitting structure and a wooden pole joint structure using the same.

【0002】[0002]

【従来技術】阪神・淡路大震災は、被災者に物理的にも
精神的にも修復しがたい程の極めて凄惨な後遺症を残す
一方、科学技術分野にも様々な問題を投げ掛け、それを
解き明かして将来に備えるという大きな課題を残す結果
となった。飛躍的に科学技術が進展してきたのと裏腹
に、この震災によって多くの木造住宅は倒壊し、中で住
まいをしていた人々を押し潰し、脱出不能としてしま
い、多数の犠牲者を生み出す事態に至ったという痛まし
い事実から、従前までの伝統的な木造軸組構造に係わる
各部構造が、建築技術上あるいは建築法規上、果たして
十分であったのどうかというこれまで予想もしていなか
った問題として浮上し、ここにきてその見直しが急がれ
ている実態は、そうした科学技術分野における大きな課
題の一つといえる。
[Background Art] The Great Hanshin-Awaji Earthquake left the victims with extremely devastating aftereffects that could not be physically or mentally restored, but also raised various problems in the field of science and technology and solved them. This resulted in leaving a big issue of preparing for the future. Contrary to the rapid progress of science and technology, many wooden houses collapsed due to this earthquake, crushing the people who lived in it and making it impossible to escape, creating many victims From the painful fact that it came to the point, it emerged as a problem that had not been predicted until now whether each structure related to the traditional wooden frame structure was sufficient in terms of building technology or building regulations. However, the fact that it is urgently needed to be reviewed is one of the major issues in such science and technology fields.

【0003】最近の建築基準法の改正は、3階建て木造
軸組建造物が普通に建築可能となる等、それまでの木造
軸組構造に対する構造上の規制を大巾に緩和するもので
あって、伝統的な我が国の木造軸組構造にとっては、今
後様々な可能性を生み出す画期的な変革として、大きな
期待を持って受け入れられ始めていたが、震災を切っ掛
けとして提起されたこの木造軸組各部構造についての再
点検、再検討の必要性は、建築業界、特に木造建築を手
掛けている業者やそれを指導、監督する官庁にとって、
今後大きな負担となることが予想される。本願出願人
は、このような突発的な事態を契機とするまでもなく、
既に特願平3−86265号発明に代表される、横架材
とその上方適当間隔の作業空間を確保して並置するよう
にした補助横架材とを一体化し、それを、仕口部を兼用
する補強部材で上下に繋いで一本化した木柱側面に強固
に接続するという全く新たな木造軸組構造を完成し、従
前までの木造軸組構造では対応しきれなかった部材の規
格化や切り出し加工の簡略化、ひいては仕口部の構造強
度の増強化までが可能となる技術開発に成功している。
The recent revision of the Building Standards Law is to greatly relax the structural regulations on the wooden frame structure up to then, such as the normal construction of a three-story wooden frame structure. For the traditional Japanese wooden frame structure, it was beginning to be accepted with great expectations as an epoch-making change that creates various possibilities in the future, but this wooden shaft that was raised as a trigger for the earthquake disaster The need for re-inspection and re-examination of the structure of each group is important for the building industry, especially for those who are engaged in wooden construction and the government agencies that guide and supervise it.
It is expected to be a heavy burden in the future. The applicant of the present application need not take such a sudden situation as an opportunity,
Already represented by the invention of Japanese Patent Application No. 3-86265, a horizontal member and an auxiliary horizontal member which is arranged side by side with a working space at an appropriate interval above the horizontal member are integrated, and the joint portion is connected. Completed a completely new wooden framework structure in which it is connected vertically with a dual-purpose reinforcing member to firmly connect to the side of a unified wooden pole, and standardization of members that could not be handled by conventional wooden framework structures We have succeeded in developing a technology that can simplify the cutting process and even the structural strength of the joint.

【0004】この発明は、上記した本願出願人本人にお
いて既に開発済みの技術的思想を元に、今回の震災で提
起された幾つかの課題との対応を検討してきた結果、課
題の一つである柱部材の浮き上がり現象の防止(柱の引
っ張り耐力の付与、増強)に有効な技術開発に着手した
ものである。即ち、これまでにも、横架材で分断された
柱は、水平力が加わることによって必ず浮き上がり現象
を惹起してしまうということが知られており、その対策
として要所要所に通し柱を採用する構造が義務付けられ
てきた。しかし、法改正により3階建木造建築物が可能
となったことから、通し柱に替え、金具を採用して上下
の柱を繋ぎ一本化する技術を採用することができるよう
になり、本願出願人は、上述のとおり、逸早く独自の構
造によって一本化した柱による木造軸組構造の実用化に
踏み出し、実績を積み重ねてきたが、丁度時を同じくし
て登場してきたクレテック(商品名)金具、即ち柱の側
面で横架材を顎掛け状に受けるようにした仕口金具が、
既に開発済みの本願出願人の仕口に、その作業性の良さ
や強度上の信頼性等の面からも十分採用の可能性がある
との判断を得たことにも影響され、それら仕口金具の採
用も考慮した更なる試作、実験を繰り返してきた。
This invention is one of the problems as a result of examining the correspondence with some problems posed by the earthquake disaster based on the technical idea already developed by the applicant of the present invention. This is the start of technological development that is effective in preventing the floating phenomenon of the column member (adding and strengthening the tensile strength of the column). In other words, it has been known that pillars that are divided by horizontal members will always cause a floating phenomenon when horizontal force is applied. The structure has been obligatory. However, since the three-storied wooden structure was made possible by the revision of the law, it became possible to adopt a technique of connecting the upper and lower pillars by using a metal fitting instead of the through pillar, and applying the technology. As mentioned above, people have stepped into the practical application of a wooden frame structure with pillars that were unified by their own structure as described above, and have accumulated a track record, but Kretek (brand name) metal fittings that have appeared at exactly the same time. That is, the connection fittings that receive the horizontal material like a chin on the side of the pillar,
It was also influenced by the fact that the already-developed joint of the applicant of the present application was judged to have a sufficient possibility of being adopted in terms of good workability, reliability in strength, etc. We have repeated further trials and experiments considering the use of metal fittings.

【0005】その結果、このクレテック(商品名)金具
を採用した仕口構造を実現する場合も含め、既に本願出
願人において開発済みの仕口構造において、雇い実のよ
うな金具を介在して柱を上下に通した木造軸組構造を実
現する場合、上下柱の接ぎ手部の引っ張り強度に係わる
技術は、先の震災で提起された家屋の倒壊防止に特に重
要であることが判明した。即ち、震災時のように、瞬間
的に強力な上下動や横揺れ衝撃等、通常想定し得ない程
の外力を受けた継ぎ木柱は、所謂一本物の通し柱と違
い、その接ぎ手部を構成している接ぎ手金具・木柱間の
固定に使用するボルトとそのためのボルト挿通孔との間
の僅かなクリアランスに災いされ、加わる外力が、その
クリアランスのある箇所に集中して木柱には剪断破壊を
惹起してしまうと共に、ボルトには計算値以上の力が加
わり、簡単に曲げ変形破壊を起こしてしまうというこれ
までに知られていなかったか、知られていたとしても特
にその対策を講ずる必要性までは取り上げられていなか
った技術的事項がそれである。
As a result, in the joint structure already developed by the applicant of the present application, including the case of realizing the joint structure adopting the CRETECH (trade name) metal fitting, the pillar with the metal fitting like a hire is interposed. It was found that the technology related to the tensile strength of the joints of the upper and lower columns is particularly important for preventing the collapse of the house that was posed by the previous earthquake when realizing a wooden frame structure that passes through the top and bottom. That is, unlike a so-called single through column, a joint post that receives an unexpected external force such as a momentary strong vertical movement or rolling impact, such as during an earthquake, is the joint part. Is damaged by the slight clearance between the bolts used to secure the joint metal fittings and the wooden poles that make up the structure, and the bolt insertion holes therefor, and the external force applied is concentrated at the locations with the clearances. It causes a shear fracture, and a force more than the calculated value is applied to the bolt, which easily causes a bending deformation fracture. It is a technical matter that has not been taken up until the necessity of taking action.

【0006】このクリアランスを解消する技術手段とし
ては、最も簡便には、ボルトに代えて楔状金具を採用す
る案も想定し得るが、楔状金具により木柱と接ぎ手金具
とを一体化する構造を採用した場合、ボルト孔に相当す
る孔への食い込み具合の加減、調整が難しいという問題
に加え、木造固有の普段の僅かな揺れの繰り返しによっ
て、楔状金具が次第に緩み出してしまう危険性を無視で
きないという点で耐久性上の信頼性を欠く虞があり、そ
こで、この発明では、それらの問題を生ずることのない
新規な接ぎ手構造の開発、研究を継続し、幾多の試行錯
誤の結果、遂に極めて有効且つ信頼性の高い木柱埋め込
み用接ぎ手金具の一体化構造、およびそれを使用した木
柱接ぎ手構造の実現化を見るに至ったものであり、以下
に、その詳細を、図面に示す具体的な実施例を参考とし
ながら、順次説示していこうとするものである。
As a technical means for eliminating this clearance, the simplest method is to use a wedge-shaped metal fitting instead of the bolt, but a structure in which the wooden pole and the joint metal fitting are integrated by the wedge-shaped metal fitting is used. When adopted, in addition to the problem that it is difficult to adjust the degree of biting into the hole corresponding to the bolt hole and it is difficult to adjust, the risk that the wedge-shaped metal fitting gradually begins to loosen due to the usual slight swings peculiar to wooden structures cannot be ignored. In that respect, there is a risk of lack of reliability in durability, and therefore, in the present invention, the development and research of a new joint structure that does not cause those problems is continued, and as a result of many trial and error, finally, We have come to realize the extremely effective and highly reliable integrated structure of the wooden pole joint fitting and the wooden pole joint structure using it, and the details are given below. While the specific embodiment shown in the plane as a reference, it is an Let sequentially Setsuji.

【0007】[0007]

【発明の構成】図面に示されている代表的な実施例から
も明確に理解されるように、この発明の木造軸組構は、
基本的に次のような構成から成るものである。即ち、下
端には金具本体軸心に合致する雌ネジ部が形成され、上
端側には金具本体軸心に直交し、且つ互いに上下に適宜
間隔を空けた上、平面配置角度を位相させた関係として
なる一対の通孔が形成された木柱埋め込み用接ぎ手金具
を、木柱柱脚木口から、同軸心に合致させて形成した埋
め込み孔に挿入すると共に、この挿入状とされた木柱埋
め込み用接ぎ手金具の各通孔に対応する如くして予め木
柱柱脚辺りに形成してある貫通孔から夫々固定ボルトを
差し込んだ上、ナット締めして木柱埋め込み用接ぎ手金
具を木柱柱脚に固定した後、木柱埋め込み用接ぎ手金具
下端に形成した雌ネジ部を利用して金具本体に木柱柱脚
木口外方側への引っ張り力を付与することにより、木柱
埋め込み用接ぎ手金具が、木柱およびそれらの間に介在
する固定ボルトに対して遊びのない埋め込み構造を実現
してなる木柱埋め込み用接ぎ手金具の一体化構造であ
る.
DETAILED DESCRIPTION OF THE INVENTION As will be clearly understood from the representative embodiments shown in the drawings, the wooden frame structure of the present invention is
Basically, it has the following configuration. That is, a female screw portion is formed at the lower end that matches the axis of the metal fitting body, the upper end side is orthogonal to the axis of the metal fitting body, and is vertically spaced from each other, and the plane arrangement angle is phased. The wooden pole embedding joint metal fitting with a pair of through holes is inserted from the wooden pole post base into the embedded hole formed to match the coaxial center. Insert the fixing bolts respectively from the through holes that are pre-formed around the pillars of the wooden pillars so as to correspond to the respective holes of the wooden fittings, and tighten the nuts to attach the wooden pillars to the wooden pillars. After being fixed to the column base, the female screw part formed on the lower end of the wooden post embedding joint metal fitting is used to apply a pulling force to the outer side of the wooden pillar post Fixing where the metal fittings intervene between the wooden poles and between them An integral structure of the tree pillars embedded for seam hand bracket which is to achieve an embedded structure with no play for the belt.

【0008】木柱埋め込み用接ぎ手金具は、その加工性
や耐久性、経済性、それに現場での取扱い性の点から、
パイプ材よりは鋼棒を加工したものの方が望ましく、下
端から材軸心に合致させて所定径のネジ孔を穿って雌ネ
ジ部に形成されると共に、その雌ネジ部に影響しない上
方には、材軸心に直交する方向であって、上下に剪断耐
力等を考慮した適当間隔を空けると共に、その平面配置
上で互いに重なり合うことがなく、しかも木柱断面に応
じた角度、例えば四角形断面であれば90°、六角形断
面であれば120°といった角度だけ位相するようにし
た、少なくとも一対のボルト挿通用の通孔が穿設された
構造のものとして形成される。
The joint fitting for embedding a wooden pole is, in terms of its workability, durability, economy, and on-site handleability,
It is preferable to process a steel rod rather than a pipe material.The steel rod is formed in the female screw part by matching the material axis from the lower end and forming a screw hole of a predetermined diameter, and the upper part that does not affect the female screw part , In the direction orthogonal to the material axis, with an appropriate space above and below considering shear strength, etc., without overlapping each other in the plane arrangement, and with an angle according to the cross section of the wooden pole, for example, a square cross section It is formed as a structure having at least a pair of through holes for inserting bolts, which are arranged to be phased with each other at an angle of 90 ° if they exist and a hexagonal cross section has an angle of 120 °.

【0009】木柱は、2階建、3階建等建造物の規模や
種類等といった各種要因に従って一般的に算出される部
材断面であって、天然材に限定される訳ではなく、集成
材や合せ材からなるものでも差支えはなく、その木口か
ら、軸心に合わせ、上記した木柱埋め込み用接ぎ手金具
を挿入する上で支障のない径を有し、木柱埋め込み用接
ぎ手金具の全長より深い深さとした刳り抜き孔が形成さ
れると共に、柱脚付近の側面からは、木柱埋め込み用接
ぎ手金具を収めた際の該木柱埋め込み用接ぎ手金具に位
相させて形成されている通孔に合致するようにして、ボ
ルト挿通用の貫通孔が形成されてなるものとする。した
がって、これら貫通孔は、先の刳り抜き孔を貫く状態で
形成されることになる。
A wooden pole is a member cross section that is generally calculated according to various factors such as the size and type of a building such as a two-story building, a three-story building, and is not limited to natural wood, and is not limited to laminated wood. There is no problem even if it is made of a laminated material, and it has a diameter that does not hinder the insertion of the above-mentioned wood pillar embedding metal fittings according to the shaft center from the wood mouth. A hollow hole with a depth deeper than the entire length is formed, and from the side surface near the column base, it is formed in phase with the wooden pole embedding joint metal fitting when the wooden pole embedding metal fitting is stored. Through holes for inserting bolts are formed so as to match the through holes. Therefore, these through holes are formed in a state of penetrating the above-mentioned hollow.

【0010】こうして用意された木柱の刳り抜き孔に、
先の木柱埋め込み用接ぎ手金具が、その下端を木柱木口
よりも奥に止どめた状態に維持された上、木柱柱脚側面
に形成した貫通孔からボルトが挿入され、その先端ネジ
切り部が木柱埋め込み用接ぎ手金具の通孔入り口に合う
よう、木柱埋め込み用接ぎ手金具をその軸心回りに適宜
回動調整しながら刺し通してしまい、反対側の木柱柱脚
側面から突出状とした同先端ネジ切り部に座金を介する
か、あるいは他の金具、例えばクレラック金物(商品
名)等のような横架材受け金具を取り付ける箇所に相当
する場合であれば、それら金具を介してナットを螺合す
ることにより、木柱埋め込み用接ぎ手金具を木柱柱脚内
に固定する。
In the hollow of the wooden pole thus prepared,
The tip of the joint bracket for embedding the wooden pole is maintained with its lower end kept deeper than the mouth of the wooden pole, and a bolt is inserted from the through hole formed on the side of the wooden pole's pedestal. The wood pillar embedding bracket is pierced through while adjusting the rotation of the wood pillar embedding fitting appropriately so that the threaded portion fits into the through hole entrance of the wood pillar embedding metal fitting, and the wood pillar pillar leg on the opposite side is pierced. If it corresponds to a place where a washer is inserted into the same threaded portion that is protruding from the side surface, or where other metal fittings, for example, a horizontal material receiving metal fitting such as a Clerac hardware (trade name), are attached, By fixing the nut with the metal fitting, the joint fitting for embedding the wooden pole is fixed in the wooden column base.

【0011】この状態の木柱埋め込み用接ぎ手金具は、
その下端が木柱木口から、例えば3〜5cm程度奥に止ど
まる状態で、一応固定された構造を実現していることと
なるが、軸線に直交状に配されたボルトとは、該ボルト
を挿通させる上で必要となる最小限の余裕を持たせて形
成している同通孔との間のクリアランス分だけの遊びを
有する構造となっており、また、該木柱埋め込み用接ぎ
手金具を木柱柱脚部に接続しているボルト自体も、該ボ
ルトを挿通させる上で必要となる最小限の余裕を持たせ
て形成してある木柱の貫通孔との間に同じくクリアラン
スを有した構造となっているため、最終的には、この木
柱埋め込み用接ぎ手金具には、双方のクリアランス分だ
けの遊びを有したままの構造で木柱柱脚部分に固定され
ていることになる。
The joint fitting for embedding the wooden pole in this state is
The structure in which the lower end thereof is fixed to the back of the wooden pole by about 3 to 5 cm, for example, realizes a structure that is temporarily fixed. The bolts arranged orthogonally to the axis are the bolts. Has a structure that has a play corresponding to the clearance between the through hole and the through hole, which is formed with a minimum margin required for inserting the wooden pole. The bolt itself that connects the wooden pole to the foot of the wooden pole also has a clearance between it and the through hole of the wooden pole, which is formed with a minimum margin necessary for inserting the bolt. As a result of this structure, in the end, the wooden pole embedding bracket is fixed to the wooden pole base with a structure that has play for both clearances. Become.

【0012】そこで、この木柱を使って木造軸組構造の
接ぎ手、即ち上下方向一体化構造を実現するには、その
木口下端を接続すべき構造部分、例えば1階の柱に使用
するとすれば基礎構造面であり、また2階柱に使用する
場合であれば桁、梁等の横架材面か、それが通し柱を構
成しなければならないときには、下階側の木柱上端木口
等といった構造部分から突出させた雄接ぎ手金具の雄ネ
ジ部を、該木柱柱脚部分に埋設状に固定してある先の木
柱埋め込み用接ぎ手金具雌ネジ部に螺合させ、後述する
実施例に代表されるような何等かの構造手段によって木
柱埋め込み用接ぎ手金具に引っ張り力、即ち木柱木口側
に作用する外力を付与するようにすることにより、木柱
埋め込み用接ぎ手金具の、上述したボルトとの間および
ボルトを介した木柱との間双方のクリアランスによる遊
びを無くしてなる、この発明の木柱埋め込み用接ぎ手金
具の一体化構造を実現するものである。以下、図面に示
されているこの発明の木柱埋め込み用接ぎ手金具の一体
化構造を使用して実現する木柱接ぎ手構造の代表的な幾
つかの実施例について説明を加えることにより、この発
明が包含する木柱埋め込み用接ぎ手金具の一体化構造
が、より理解し易くなるようにする。
Therefore, in order to realize a joint of a wooden frame structure, that is, an integrated structure in the vertical direction, by using this wooden pillar, the lower end of the wooden mouth should be used for a structural portion to be connected, for example, a pillar on the first floor. For example, if it is a basic structural surface, and if it is to be used for a second-floor pillar, it will be a cross-member surface such as a girder or beam, or when it must form a through-column The male screw portion of the male joint fitting which is projected from the structure portion is screwed into the female screw portion of the wooden joint embedding joint fitting which is fixedly embedded in the wooden pillar leg portion, and is carried out later. By applying a pulling force, that is, an external force acting on the entrance side of the wooden pole to the wooden pole embedding joint metal fitting by some structural means typified by an example, , Wood between and through the above mentioned bolts Formed by eliminating the play by both of the clearance between, it realizes the integrated structure of the tree pillars embedded for seam hand bracket of the present invention. Hereinafter, some typical examples of the wood pole joint structure realized by using the integrated structure of the wood pole embedding joint metal fitting of the present invention shown in the drawings will be described. The integrated structure of the joint fitting for embedding a wooden pole included in the invention is made easier to understand.

【0013】[0013]

【実施例1】図1の分解した状態で示す一部省略部分を
含む要部斜視図、図3の柱中間部を大巾に省略し、横架
材受け金具J1を接続した状態で示す要部縦断面図から
も理解されるように、この実施例によって実現されるこ
の発明の木柱埋め込み用接ぎ手金具の一体化構造を使用
した木柱接ぎ手構造は、木柱が1階柱に使用される構造
の代表的な事例である。即ち、下端には金具本体11の
軸心に合致する雌ネジ部12が形成され、上端側には金
具本体軸心に直交し、且つ互いに上下に適宜間隔を空け
た上、平面配置角度を90°位相させた関係としてなる
一対の通孔13,13が形成された木柱埋め込み用接ぎ
手金具1を、木柱2の柱脚木口から、同軸心Lに合致さ
せて形成した埋め込み孔21に挿入し、該木柱埋め込み
用接ぎ手金具1が木柱2の柱脚木口から少なくとも10
mm程度引っ込み状配置として下がり空間部5が確保され
るようにした上、この引っ込み状に挿入されている木柱
埋め込み用接ぎ手金具1の各通孔13,13に対応(即
ち、貫通孔22の軸心h1が通孔13の軸心H1に合
致)する如くして予め木柱2の柱脚辺りに形成した貫通
孔22,22から、夫々座金32の嵌められた固定ボル
ト3を差し込んで、前記した状態に埋設されている木柱
埋め込み用接ぎ手金具1の各通孔13あるいは13も貫
通して木柱2の反対側の側面から突出させ、その突出状
とした固定ボルト3の先端側に横架材受け金具J1を嵌
合させてからナット31締めし、この横架材受け金具J
1共々木柱埋め込み用接ぎ手金具1を木柱2の柱脚に固
定してしまう。
[Embodiment 1] A perspective view of a main part including a partly omitted part shown in an exploded state of FIG. 1, a main part of FIG. 3 is greatly omitted, and a main part shown in a state where a horizontal member J1 is connected. As can be understood from the longitudinal cross-sectional view of the part, the wooden pole joint structure using the integrated structure of the wooden pole embedding joint metal fitting of the present invention realized by this embodiment has a wooden pole as a first floor pillar. It is a typical example of the structure used. That is, a female screw portion 12 that matches the axis of the metal fitting body 11 is formed at the lower end, is orthogonal to the metal fitting body axis at the upper end side, and is vertically spaced from each other and has a plane arrangement angle of 90 degrees. ° The wood pole embedding joint metal fitting 1 in which a pair of through holes 13 and 13 having a phased relationship is formed from the pole base of the wood pole 2 to the embedding hole 21 formed in conformity with the coaxial center L. When the wooden pole embedding joint fitting 1 is inserted, the wooden pole 2 is inserted at least 10
The recessed space 5 is secured by a recessed arrangement of about mm, and it corresponds to the through holes 13, 13 of the wooden pole embedding joint fitting 1 inserted in the recessed shape (that is, the through hole 22). So that the shaft center h1 of each of them coincides with the shaft center H1 of the through hole 13, the fixing bolts 3 fitted with the washers 32 are respectively inserted through the through holes 22, 22 formed in the vicinity of the pillar base of the wooden pole 2. The tip of the fixing bolt 3 which is projected from the side surface on the opposite side of the wooden pole 2 by penetrating through each of the through holes 13 or 13 of the wooden pole embedding metal fitting 1 buried in the above-mentioned state After fitting the horizontal material receiving bracket J1 on the side, tighten the nut 31.
(1) Fix the joint metal fitting 1 for embedding the wooden pole to the column base of the wooden pole 2 together.

【0014】その後、既にナット43を中途まで螺合さ
せた接続ボルト4に、木柱2の柱脚木口埋め込み孔の径
よりも大きい座金44を嵌め込んで先のナット43に支
持させた状態とした上、その雄ネジ部41を、木柱埋め
込み用接ぎ手金具1の下端に形成した雌ネジ部21に所
定深さまで螺合させてから、予め螺合させていたナット
43を戻して、即ち、該接続ボルト4の先端方向に移動
させて座金44を木柱2の柱脚木口に押し当てていく
と、下がり空間部5を有していることから、金具本体1
1には、木柱柱脚木口を支持部とした座金44からの反
力で木柱柱脚木口外方側への引っ張り力が作用すること
となり、該木柱埋め込み用接ぎ手金具1が、固定ボルト
3および木柱2に対して一切遊びのない確実に一体化さ
れた埋め込み構造を実現する。
After that, a state in which a washer 44 having a diameter larger than the diameter of the post base wood mouth embedding hole of the wooden pole 2 is fitted into the connection bolt 4 in which the nut 43 has already been screwed halfway, and is supported by the nut 43 above. In addition, the male screw portion 41 is screwed to the female screw portion 21 formed at the lower end of the wooden pole embedding metal fitting 1 to a predetermined depth, and then the previously screwed nut 43 is returned, that is, When the washer 44 is moved toward the tip of the connection bolt 4 and pressed against the post base of the wooden pole 2, the metal fitting main body 1 has the descending space portion 5.
1, the reaction force from the washer 44 using the wooden pole post base as the support portion acts on the pulling force to the outside of the wooden pole base wood mouth, so that the wooden pole embedded joint fitting 1 is A surely integrated embedded structure with no play is realized with respect to the fixing bolt 3 and the wooden pole 2.

【0015】その結果、遊びのない埋め込み構造とした
木柱埋め込み用接ぎ手金具1の下端に螺合されている接
続ボルト4も、木柱2に対し、同じく遊びのない一体構
造となり、木柱埋め込み用接ぎ手金具が遊びなく一体化
された構造の木柱2を、基礎上に鉛直に維持した状態
で、接続ボルト4の頭部42を、基礎構造部Bに埋設、
一体化されているアンカーボルトAのヘッドプレートA
1に熔着手段で接続してしまい、その後適宜基礎構造部
Bの空間B1に詰めモルタルを施す等して均してしてし
まえば、木柱2が基礎構造部B上に一体化され、この発
明の基本的な構成である木柱埋め込み用接ぎ手金具1の
一体化構造を使用した1階部分の木柱接ぎ手構造を完成
する。
As a result, the connection bolt 4 screwed to the lower end of the wooden pole embedding joint metal fitting 1 having a play-free embedded structure also has a play-free integrated structure with respect to the wooden pole 2, and thus the wooden pole. The head 42 of the connecting bolt 4 is embedded in the foundation structure portion B in a state where the wooden pillar 2 in which the joint fitting for embedding is integrated without play is maintained vertically on the foundation,
Head plate A of integrated anchor bolt A
1 is connected to the base structure 1 by a welding means, and then the space B1 of the base structure B is appropriately filled with mortar and the like, and the wood posts 2 are integrated on the base structure B. The wooden pole joint structure of the first floor portion using the integrated structure of the wooden pole embedding joint metal fitting 1 which is the basic configuration of the present invention is completed.

【0016】なお、図1中に示されているように、この
木柱接ぎ手構造において、基礎構造部Bへの強力な一体
化構造を実現する上で、木柱2の軸芯Lに対して、同埋
め込み孔21の軸芯、木柱埋め込み用接ぎ手金具1の雌
ネジ部12の軸芯、および、接続ボルト4の軸心、アン
カーボルトAの軸芯が、全て同一直接上に合致して形成
されるようにすることは、極めて重要な要素であり、細
心の注意を要することになる。他方、この実施例では、
木柱埋め込み用接ぎ手金具1の固定ボルト3が、土台
(図示せず)木口に顎掛け状に接続、一体化できるよう
にした配置の横架材受け金具(商品名でクレテック金
物)J1を木柱2に一体化するための金具を兼用した構
造の例としているが、この発明においては必ずしも必須
の構成要件でなく、土台との仕口構造は、その外、適宜
公知の仕口構造等で代替することも勿論可能である。
As shown in FIG. 1, in this wooden pole joint structure, in order to realize a strong integrated structure with the foundation structure B, with respect to the axis L of the wooden pole 2. Then, the axis of the embedding hole 21, the axis of the female screw portion 12 of the wooden pole embedding joint fitting 1, the axis of the connecting bolt 4, and the axis of the anchor bolt A are all directly on top of each other. It is an extremely important factor to be formed in a precise manner, and requires careful attention. On the other hand, in this example,
Fixing bolt 3 of joint bracket 1 for embedding a wooden pole is connected to a base (not shown) in a mouth opening in a chin-like shape, and a horizontal bridge receiving bracket (Kretec metal product under the product name) J1 is arranged. Although an example of a structure that also serves as a metal fitting for integration with the wooden pole 2 is given, this is not necessarily an essential constituent element in the present invention, and the joint structure with the base is not limited to that, and the well-known joint structure, etc. It is of course possible to substitute with.

【0017】[0017]

【実施例2】図2の分解した状態で示す一部省略部分を
含む要部斜視図、および図3の柱中間部を大巾に省略
し、横架材受け金具J2を接続した状態で示す要部縦断
面図からも理解されるように、この実施例によって実現
されるこの発明の木柱埋め込み用接ぎ手金具の一体化構
造を使用した木柱接ぎ手構造は、木柱が2階以上の柱に
使用され、その下の階の柱と直接接続されて通し柱構造
を実現するようにした構造の代表的な事例である。先
ず、2階以上(この実施例では2階を想定)の柱に使用
される木柱7の柱脚部分の構成は、上記した実施例1に
おける1階部分で基礎構造部Bに一体化されるための構
造の中、接続ボルト4に代え、雄接ぎ手金具6が採用さ
れ、同接続ボルト4がアンカーボルトAを介して基礎構
造部Bに接続、一体化されるようにした構造に代え、該
雄接ぎ手金具6が、接続すべきその下の階(この実施例
では1階)の木柱2の柱頭部に固定されたものとなし、
同雄ネジ部62を木柱埋め込み用接ぎ手金具1の雌ネジ
部12に螺合していき、先の実施例では座金44を木口
に押し当てて反力を得、木柱埋め込み用接ぎ手金具1の
金具本体11に引っ張り力が作用するようにしていたの
に対し、この実施例では、雄接ぎ手金具6を固定してい
る1階木柱2の柱頭木口が、木柱7の柱脚木口に押し当
てられることにより、木柱7の木柱埋め込み用接ぎ手金
具1の金具本体11、および木柱2の雄接ぎ手金具6の
金具本体61に、夫々の木口外方に向かう引っ張り力が
作用するようにしたものである。
[Embodiment 2] A perspective view of a main part including a partially omitted part shown in an exploded state in FIG. 2 and a state in which a middle part of a column in FIG. 3 is largely omitted and a horizontal crossing bracket J2 is connected. As can be understood from the longitudinal sectional view of the main part, the wooden pole joint structure using the integrated structure of the wooden pole embedding joint metal fitting of the present invention realized by this embodiment has a wooden pole of a second floor or higher. This is a typical example of a structure that is used as a pillar of the building and is directly connected to the pillar on the floor below it to realize a through pillar structure. First, the structure of the column base portion of the wooden pole 7 used for the pillars of the second floor and above (the second floor is assumed in this embodiment) is integrated with the foundation structure B in the first floor portion of the above-described first embodiment. In the structure for replacing, instead of the connecting bolt 4, a male joint metal fitting 6 is adopted, and instead of the structure in which the connecting bolt 4 is connected to and integrated with the foundation structure B through the anchor bolt A. It is assumed that the male joint fitting 6 is fixed to the pillar head of the wooden pole 2 below it (the first floor in this embodiment) to be connected,
The male threaded portion 62 is screwed into the female threaded portion 12 of the wooden pole embedding joint fitting 1, and in the previous embodiment, the washer 44 is pressed against the wood mouth to obtain a reaction force, and the wooden pole embedding joint is obtained. In contrast to the pulling force acting on the metal fitting body 11 of the metal fitting 1, in this embodiment, the stigma of the first floor wooden pole 2 to which the male joint metal fitting 6 is fixed is the pillar of the wooden pole 7. By being pressed against the leg opening, the metal fitting body 11 of the wood pillar embedding joint fitting 1 and the metal fitting body 61 of the male joint fitting 6 of the wood pillar 2 are pulled toward the outside of each wood mouth. It is the one in which force acts.

【0018】したがって、木柱7は、上記実施例1にお
ける木柱2に相当し、同埋め込み孔71は、同様に実施
例1の埋め込み孔21に、同貫通孔72は、同様に実施
例1の貫通孔22に相当し、それ以外の構成、即ち、木
柱埋め込み用接ぎ手金具1や固定ボルト3関係、下がり
空間部5は、略同一の構成となるため、便宜上同一の符
号によって示している。
Therefore, the wooden pole 7 corresponds to the wooden pole 2 in the first embodiment, the embedding hole 71 is the same as the embedding hole 21 in the first embodiment, and the through hole 72 is the same in the first embodiment. The other configurations, that is, the wooden pole embedding joint fitting 1, the fixing bolt 3, and the descending space portion 5 have substantially the same configuration, and therefore are represented by the same reference numerals for convenience. There is.

【0019】上記のようにして形成された2階木柱7に
対し、接続すべき1階の木柱2の柱頭部には、上記木柱
埋め込み用接ぎ手金具1の雌ネジ部12に螺合可能な雄
ネジ部62を有する雄接ぎ手金具6が固定される。即
ち、上端には前記木柱埋め込み用接ぎ手金具1の雌ネジ
部12に螺合可能な雄ネジ部62が形成されると共に、
下端側には金具本体61の軸心に直交する通孔63が形
成され、該埋め込み用雄接ぎ手金具6を、接合すべき1
階木柱2の柱頭木口から、同軸心Lに合致させて形成し
た埋め込み孔23に挿入すると共に、この挿入状とされ
た埋め込み用雄接ぎ手金具6の通孔63に対応(即ち、
貫通孔24の軸心h2が通孔63の軸心H2に合致)す
る如くして予め木柱2の柱頭辺りに形成してある貫通孔
24から、座金82を嵌めた固定ボルト8を差し込み、
埋め込み用雄接ぎ手金具6の通孔63も貫通して反対側
に突出した先端部に、横架材受け金具J2を嵌合した
上、ナット81締めすることによって、該埋め込み用雄
接ぎ手金具6を、接続すべき1階の木柱2柱頭に固定し
てしまう。
In contrast to the second-level wooden pole 7 formed as described above, the head portion of the wooden pole 2 on the first floor to be connected is screwed to the female screw portion 12 of the wooden pole embedding joint fitting 1. The male joint fitting 6 having the matable male screw portion 62 is fixed. That is, a male screw portion 62 that can be screwed into the female screw portion 12 of the wooden pole embedding joint fitting 1 is formed at the upper end, and
A through hole 63 is formed on the lower end side of the fitting body 61 at right angles to the axis of the fitting body 61.
It is inserted from the stigma of the floor wooden pole 2 into the embedding hole 23 formed so as to match the coaxial center L, and corresponds to the through hole 63 of the male joint fitting 6 for embedding which is in this insertion shape (that is,
The fixing bolt 8 fitted with the washer 82 is inserted from the through hole 24 formed in advance around the stigma of the wooden pole 2 so that the axis h2 of the through hole 24 matches the axis H2 of the through hole 63.
The male member for embedding fitting 6 is fitted with a horizontal member receiving member J2 at the tip portion which penetrates the through hole 63 of the embedding member for embedding 6 and projects to the opposite side, and then the nut 81 is tightened. 6 is fixed to the wooden pole 2 stigma of the first floor to be connected.

【0020】なお、この実施例では、横架材受け金具J
2の木柱2柱頭への固定をより強固なものとする必要か
ら、上記した固定ボルト8に平行する補強ボルト9を併
用した構造とし、該補強ボルト9を、木柱2柱頭に埋め
込まれている埋め込み用雄接ぎ手金具6に掛からない位
置で木柱2を貫通するようにした例としている。そし
て、実施例1同様、固定ボルト8が、図4の水平断面図
でも明らかなとおり、横架材受け金具J2を木柱2に一
体化するための金具を兼用した構造のものとしている
が、木柱2に梁、桁等の横架材(図示せず)を接続、一
体化する仕口構造としては、必ずしもこの横架材受け金
具J2によるものに限定されている訳ではなく、適宜公
知の接ぎ手構造の採用が可能であることはいうまでもな
いことである。
In this embodiment, the horizontal member receiving bracket J
Since it is necessary to more firmly fix the two wooden poles to the two stigmas, the reinforcing bolts 9 parallel to the fixing bolts 8 are used together, and the reinforcing bolts 9 are embedded in the wooden poles two stigmas. In this example, the wooden pole 2 is penetrated at a position where it does not hang on the embedded male joint fitting 6. Then, as is clear from the horizontal cross-sectional view of FIG. 4, the fixing bolt 8 has a structure that also serves as a metal fitting for integrating the horizontal material receiving metal fitting J2 with the wooden pole 2 as in the first embodiment. The joint structure for connecting and integrating a horizontal member (not shown) such as a beam or a girder to the wooden column 2 is not necessarily limited to the structure using the horizontal member receiving metal fitting J2, and is publicly known as appropriate. Needless to say, it is possible to adopt the joint structure of.

【0021】その後、それら固定された埋め込み用雄接
ぎ手金具6の雄ネジ部62に、木柱7の柱脚に固定した
木柱埋め込み用接ぎ手金具1の雌ネジ部12を、図5の
部分斜視図に示すように、木柱7自体を同軸心L回りに
回動して螺合させると、埋め込み用雄接ぎ手金具6の金
具本体61が、木柱7の下がり空間部5内を進み、木柱
7の柱脚木口と、接合すべき1階の木柱2の柱頭木口と
を当接させる状態となり、なおもこの工程を強化させる
ことにより、木柱埋め込み用接ぎ手金具1および埋め込
み用雄接ぎ手金具6双方に引っ張り力を付与し、木柱埋
め込み用接ぎ手金具1および埋め込み用雄接ぎ手金具6
共、夫々が埋め込まれている木柱7または2に対して遊
びなく一体化され、上下の木柱7と2とは、恰も1本物
の通し柱に匹敵する構造強度を有した木柱接ぎ手構造を
実現する。
Thereafter, the male screw portion 62 of the fixed male joint fitting 6 for embedding is attached to the female screw portion 12 of the joint fitting 1 for embedding wooden poles fixed to the column base of the wooden pole 7 as shown in FIG. As shown in the partial perspective view, when the wooden pole 7 itself is rotated around the coaxial center L and screwed, the metal fitting body 61 of the male joint fitting 6 for embedding moves inside the descending space portion 5 of the wooden pillar 7. Proceeding to the state where the pedestal opening of the wooden pole 7 and the stigmatic opening of the wooden pole 2 of the first floor to be joined are brought into contact with each other. By further strengthening this process, the wooden pole embedding joint fitting 1 and Applying a pulling force to both of the male joint fittings 6 for embedding, the joint fitting 1 for embedding wooden poles and the male joint fitting 6 for embedding
Both of them are integrated into the wooden poles 7 or 2 in which they are embedded without play, and the upper and lower wooden poles 7 and 2 have a wooden pole joint structure with structural strength comparable to that of a single through-column. To realize.

【0022】[0022]

【作用効果】以上のような構成からなるこの発明の木柱
埋め込み用接ぎ手金具の一体化構造は、それを使用した
木柱接ぎ手構造の代表的な実施例でも明らかにされてい
るように、木柱埋め込み用接ぎ手金具を長期間に渡って
一切ガタつきの無いものとして木柱軸心部に埋入、固定
することを可能とするものであり、その結果、仮令、震
災時のように、瞬間的に強力な上下動や横揺れ衝撃等、
通常想定し得ない程の外力を受けたとしても、固定ボル
トとそのためのボルト挿通孔との間にクリアランスを有
していながら、ガタつかない構造を実現し得ていること
になり、従前までのように、加わる外力でクリアランス
に起因したガタつきを生じ、その箇所に外力を集中させ
て木柱を剪断破壊させてしまうような虞は殆ど想定しな
くても済むものとなるだけではなく、ボルトに計算値以
上の力を加わえてしまって、簡単に曲げ変形破壊を起こ
してしまうことも無くすことができ、所謂一本物の通し
柱の場合と殆ど差がない極めて安全且つ信頼性の高い木
柱相互あるいは木柱と基礎構造部との接ぎ手構造の実現
化を可能とするものである。
[Effects] The integrated structure of the wood pole embedding metal fitting of the present invention having the above-mentioned structure is made clear in a typical embodiment of the wood pillar metal joint structure using the metal fitting. , It is possible to embed and fix the wood pole embedding bracket to the center of the wood pole without any rattling for a long period of time. In addition, momentarily strong vertical movement and rolling impact, etc.
Even if it receives an external force that can not normally be assumed, it is possible to realize a structure that does not rattle while having a clearance between the fixing bolt and the bolt insertion hole therefor. As described above, the external force applied causes rattling due to the clearance, and the risk of concentrating the external force at that location and shearing and destroying the wooden pole is not only to be assumed, but not only the bolt. It is also possible to eliminate the possibility that bending deformation and fracture can be easily caused by applying a force over the calculated value to, and there is almost no difference from the case of a so-called single through column, which is extremely safe and highly reliable. Alternatively, it is possible to realize a joint structure between the wooden pole and the foundation structure part.

【0023】したがって、阪神・淡路大震災で露呈して
しまったような、平屋建て2階建て木造家屋が基礎構造
部から外れたり剪断破壊を起こして倒壊してしまう危険
性を確実に防止できるものとすると共に、法改正で可能
となった3階建て木造軸組構造による建造物の安全性確
保の面にも大いに貢献するものになると予想され、更に
は、比較的簡単に通し柱と同様の木造軸組構造の実現化
が可能となるため、最近注目され始めているクレテック
(商品名)金具のような横架材受け金具を使用して仕口
構造を実現する場合も含め、既に本願出願人において開
発済みの仕口構造の実現が極めてたやすくなることか
ら、木造軸組構造の構成部材の規格化、工場生産化の推
進が容易になり、それだけ現場における作業効率を高
め、これまで工期やコストの面等で引けを取ってきたプ
レファブ建築にも互角かそれよりも場合によっては有利
な構造として我が国伝統の木造軸組構造を普及、定着さ
せていくことを可能とするものである。
Therefore, it is possible to surely prevent the risk of a two-story wooden house with a one-story building that has been exposed due to the Great Hanshin-Awaji Earthquake from falling out of the foundation structure and collapsing due to shear failure. In addition, it is expected that it will greatly contribute to the safety of the building by the three-story wooden frame structure that was made possible by the revision of the law. It has already been developed by the applicant of the present application, including the case where a joint structure is realized by using a horizontal material receiving metal fitting such as KRETEC (trade name) metal fitting, which has recently started to attract attention because it is possible to realize a group structure. Since it is extremely easy to realize the finished joint structure, it becomes easy to standardize the constituent members of the wooden frame structure and promote the factory production. DOO surface such spread Wooden structures of Japanese traditional Advantageously structure in some cases than or evenly matched in prefabricated building which has taken closed at, is to allow the gradually allowed to settle.

【0024】特に、実施例に示すこの発明の基本をなす
木柱埋め込み用接ぎ手金具の一体化構造を使用した木柱
接ぎ手構造によれば、木柱埋め込み用接ぎ手金具1を木
柱2または7の軸心部に埋入、固定する手段として、そ
の加工性、作業性、経済性等の面から、最も合理的且つ
簡便な構造として従来から採用されてきている、母体と
なる側の木柱2または7と木柱埋め込み用接ぎ手金具1
とを合わせて串刺し状に固定ボルト3で刺し通す構造を
採用し、固定ボルト3を刺し通すために必要とされる通
孔または貫通孔の径を実用上支障を来す虞のない従来同
様のものとしたまま、固定ボルト3に対するガタつきを
確実に無くすことができ、基礎構造部Bからその上の全
ての木柱2または7を極めて強固且つ簡単に一体化し
て、安全で信頼性の置ける木造軸組構造の実現化のため
に大いに役立つものとなることが予想される。
Particularly, according to the wooden pole joint structure using the integrated structure of the wooden pole embedding joint metal fittings, which is the basis of the present invention shown in the embodiment, the wooden pole embedding joint metal fitting 1 is provided with the wooden pole 2 Alternatively, as a means for embedding and fixing in the shaft center portion of 7, the most rational and simple structure which has been conventionally adopted as the mother body from the viewpoint of workability, workability, economy, etc. Wooden poles 2 or 7 and wooden pole embedded fittings 1
In addition, a structure is adopted in which the fixing bolts 3 are pierced through in a skewered shape, and the diameter of the through hole or the through hole required for piercing the fixing bolts 3 is the same as that of the conventional one, which does not have a practical problem. It is possible to surely eliminate rattling with respect to the fixing bolt 3 while keeping it as it is, and to integrate all the wooden poles 2 or 7 on it from the base structure portion B extremely firmly and easily, and to place it safely and reliably It is expected to be very useful for realizing the wooden frame structure.

【0025】叙上の如く、この発明の木柱埋め込み用接
ぎ手金具の一体化構造、およびそれを使用した木柱接ぎ
手構造は、極めて簡潔な構造で所期の目的を達成し、経
済的で施工性も良く、しかも耐震性にも極めて秀れた木
造軸組構造を完成することが可能となり、これまで衰退
気味に推移してきた我が国古来からの木造軸組構造を、
再び一般ユーザーの期待する内容で、しかも現代社会で
必要とされる規格に合った木造軸組構造建築として提供
することが可能になるという点で高い評価が得られるも
のといえる。
As described above, the integrated structure of the joint bracket for embedding a wooden pole of the present invention and the wooden pole joint structure using the same achieves the intended purpose with an extremely simple structure and is economical. It is possible to complete a wooden frame structure that is excellent in workability and extremely excellent in earthquake resistance, and the wooden frame structure from Japan's ancient times, which has been declining so far,
It can be said that it will be highly evaluated in that it will be possible to provide it as a wooden frame structure construction that meets the standards that are required by the modern society, again with the content that general users expect.

【図面の簡単な説明】 図面は、この発明の基本をなす木柱埋め込み用接ぎ手金
具の一体化構造を使用した木柱接ぎ手構造の代表的な事
例を示すものである。
BRIEF DESCRIPTION OF THE DRAWINGS The drawings show a typical example of a wooden pole joint structure using an integrated structure of wooden pole embedding joint metal fittings, which is the basis of the present invention.

【図 1】基礎構造部に対する木柱接ぎ手構造を示す分
解斜視図である。
FIG. 1 is an exploded perspective view showing a wooden pole joint structure for a foundation structure portion.

【図 2】木柱相互の木柱接ぎ手構造を示す分解斜視図
である。
FIG. 2 is an exploded perspective view showing a wooden pole joint structure between wooden poles.

【図 3】図1および図2の木柱接ぎ手構造を合わせて
示す、一部を省略したものの縦断面図である。
FIG. 3 is a vertical cross-sectional view showing the wooden pole joint structure of FIGS. 1 and 2 together with a part thereof omitted.

【図 4】図2の実施例における横架材受け金具の一体
化構造を説明するための水平断面図である。
FIG. 4 is a horizontal cross-sectional view for explaining the integrated structure of the horizontal member receiving bracket in the embodiment of FIG.

【図 5】図2の実施例における接続過程を示すための
部分斜視図である。
FIG. 5 is a partial perspective view showing a connecting process in the embodiment of FIG.

【符号の説明】[Explanation of symbols]

1 木柱埋め込み用接ぎ手金具 11 同金具本体 12 同雌ネジ部 13 同通孔 2 木 柱 21 同埋め込み孔 22 同貫通孔 23 同埋め込み孔 24 同貫通孔 3 固定ボルト 31 同ナット 32 同座金 4 接続ボルト 41 同雄ネジ部 42 同頭部 43 同ナット 44 同座金 5 下がり空間部 6 埋め込み用雄接ぎ手金具 61 同金具本体 62 同雌ネジ部 63 同通孔 7 2階木柱 71 同埋め込み孔 72 同貫通孔 8 固定ボルト 81 同ナット 82 同座金 9 補強ボルト A アンカーボルト B 基礎構造部 J1 土台用の顎掛け金具 J2 梁、桁等の横架材受け金具 1 Wooden post embedding joint metal fitting 11 Main metal fitting body 12 Same female screw portion 13 Same through hole 2 Wooden pillar 21 Same embedded hole 22 Same through hole 23 Same embedded hole 24 Same through hole 3 Fixing bolt 31 Same nut 32 Same washer 4 Connection bolt 41 Same male screw part 42 Same head 43 Same nut 44 Same washer 5 Lower space part 6 Male joint hand fitting 61 for fitting 61 Same fitting body 62 Same female screw part 63 Same through hole 7 Second floor wooden post 71 Same embedded hole 72 Through hole 8 Fixing bolt 81 Same nut 82 Same washer 9 Reinforcing bolt A Anchor bolt B Foundation structure part J1 Jaw bracket for base J2 Horizontal bracket for beams, girders, etc.

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 下端には金具本体軸心に合致する雌ネジ
部が形成され、上端側には金具本体軸心に直交し、且つ
互いに上下に適宜間隔を空けた上、平面配置角度を位相
させた関係としてなる一対の通孔が形成された木柱埋め
込み用接ぎ手金具を、木柱柱脚木口から、同軸心に合致
させて形成した埋め込み孔に挿入すると共に、この挿入
状とされた木柱埋め込み用接ぎ手金具の各通孔に対応す
る如くして予め木柱柱脚辺りに形成してある貫通孔から
夫々固定ボルトを差し込んだ上、ナット締めして木柱埋
め込み用接ぎ手金具を木柱柱脚に固定した後、木柱埋め
込み用接ぎ手金具下端に形成した雌ネジ部を利用して金
具本体に木柱柱脚木口外方側への引っ張り力を付与する
ことにより、木柱埋め込み用接ぎ手金具が、木柱および
それらの間に介在する固定ボルトに対して遊びのない埋
め込み構造を実現してなる木柱埋め込み用接ぎ手金具の
一体化構造。
1. A female screw portion is formed at the lower end that matches the axis of the metal fitting body, is orthogonal to the axis of the metal fitting body at the upper end side, and is vertically spaced from each other, and the plane arrangement angle is phased. The wooden pole embedding joint metal fitting in which a pair of through-holes having the above-mentioned relation is formed is inserted from the wooden pole base pier opening into the embedding hole formed in conformity with the coaxial center, and this insertion state is obtained. Inserting the fixing bolts respectively from the through holes that are preformed around the legs of the wooden pole to correspond to the through holes of the wooden pole embedding metal fitting, and tightening the nuts to tighten the nut. After fixing the wooden pole to the wooden pole base, by applying a pulling force to the outside of the wooden mouth of the wooden pole post using the female thread formed on the lower end of the wooden pole embedded joint metal fitting, Interlocking metal fittings for pillar embedding intervene between the wooden pillars and between them. The integrated structure of the wooden pole embedding bracket that realizes a play-free embedded structure for the fixing bolt.
【請求項2】 下端には金具本体軸心に合致する雌ネジ
部が形成され、上端側には金具本体軸心に直交し、且つ
互いに上下に適宜間隔を空けた上、平面配置角度を位相
させた関係としてなる一対の通孔が形成された木柱埋め
込み用接ぎ手金具を、木柱柱脚木口から、同軸心に合致
させて形成した埋め込み孔に挿入し、該木柱埋め込み用
接ぎ手金具が木柱柱脚木口からやや引っ込み状となるよ
うにすると共に、この引っ込み状に挿入された木柱埋め
込み用接ぎ手金具の各通孔に対応する如くして予め木柱
柱脚辺りに形成してある貫通孔から夫々固定ボルトを差
し込んだ上、ナット締めして木柱埋め込み用接ぎ手金具
を木柱柱脚に固定した後、既にナットが中途まで螺合さ
れた接続ボルトを、木柱柱脚木口埋め込み孔の径よりも
大きい適宜平面形とした座金を介して木柱埋め込み用接
ぎ手金具下端に形成した雌ネジ部に所定深さまで螺合さ
せてから、予め螺合させていたナットを戻して座金を木
柱柱脚木口に押し当て、木柱柱脚木口を支持部とした座
金からの反力で金具本体に木柱柱脚木口外方側への引っ
張り力を付与する一方、遊びのない埋め込み構造とした
木柱埋め込み用接ぎ手金具下端に螺合されている接続ボ
ルトの頭部を、アンカーボルトに熔着その他の手段で接
続して木柱を基礎構造に一体化するようにしたことを特
徴とする、請求項1記載の木柱埋め込み用接ぎ手金具の
一体化構造を使用した木柱接ぎ手構造。
2. A female threaded portion is formed at the lower end that matches the axis of the metal fitting body, is orthogonal to the axis of the metal fitting body at the upper end side, and is vertically spaced from each other, and the plane arrangement angle is phased. The wooden pole embedding joint metal fitting in which a pair of through-holes having the above-mentioned relation is formed is inserted from the wooden pole base pedestal into the embedding hole formed to match the coaxial center, and the wooden pole embedding joint is formed. The metal fittings are made to be slightly retracted from the mouth of the wooden pole pillars, and are formed in advance around the wooden pillar pillar legs so as to correspond to the through holes of the wooden pillar embedded joint fittings inserted in the recessed shape. After inserting the fixing bolts from the respective through holes, tightening the nuts and fixing the wooden pole embedding metal fittings to the wooden pole base, connect the connection bolts with the nuts already screwed halfway An appropriately flat shape that is larger than the diameter of the column base opening After screwing the female screw part formed on the lower end of the wooden pole embedding joint metal fitting through the washer to a predetermined depth, return the nut that was screwed in advance and press the washer against the wooden pole post opening. Wooden pillar pedestal The wooden fittings for wooden pillar embedding, which give a pulling force to the outside of the wooden pillar pillar pedestal by the reaction force from the washer that supports the wooden mouth 2. The tree according to claim 1, wherein the head of the connecting bolt screwed to the lower end is connected to the anchor bolt by welding or other means so that the wooden pole is integrated with the foundation structure. A wooden pole joint structure that uses an integrated structure of a joint metal fitting for embedding a pillar.
【請求項3】 下端には金具本体軸心に合致する雌ネジ
部が形成され、上端側には金具本体軸心に直交し、且つ
互いに上下に適宜間隔を空けた上、平面配置角度を位相
させた関係としてなる一対の通孔が形成された木柱埋め
込み用接ぎ手金具を、木柱柱脚木口から、同軸心に合致
させて形成した埋め込み孔に挿入し、該木柱埋め込み用
接ぎ手金具が木柱柱脚木口からやや引っ込み状となるよ
うにすると共に、この引っ込み状に挿入された木柱埋め
込み用接ぎ手金具の各通孔に対応する如くして予め木柱
柱脚辺りに形成してある貫通孔から夫々固定ボルトを差
し込んだ上、ナット締めして木柱埋め込み用接ぎ手金具
を木柱柱脚に固定する一方、前記木柱埋め込み用接ぎ手
金具雌ネジ部に螺合可能な雄ネジ部を上方に形成してな
る雄接ぎ手金具を、接合すべき木柱柱頭木口、または載
置、接合すべき梁、桁あるいはそれらに匹敵する横架材
上面に固定した上、これら雄接ぎ手金具雄ネジ部に、木
柱柱脚に固定した木柱埋め込み用接ぎ手金具雌ネジ部
を、木柱自体を同軸心回りに回動して螺合させ、木柱柱
脚木口と、接合すべき木柱柱頭木口、または載置、接合
すべき梁、桁あるいはそれらに匹敵する横架材との当接
強化で、木柱埋め込み用接ぎ手金具に引っ張り力を付与
し、木柱埋め込み用接ぎ手金具を当該木柱に対して遊び
なく一体化するようにしたことを特徴とする、請求項1
記載の木柱埋め込み用接ぎ手金具の一体化構造を使用し
た木柱接ぎ手構造。
3. A female threaded portion is formed at the lower end that matches the axis of the metal fitting body, is orthogonal to the axis of the metal fitting body at the upper end side, and is vertically spaced from each other, and the plane arrangement angle is phased. The wooden pole embedding joint metal fitting in which a pair of through-holes having the above-mentioned relation is formed is inserted from the wooden pole base pedestal into the embedding hole formed to match the coaxial center, and the wooden pole embedding joint is formed. The metal fittings are made to be slightly retracted from the mouth of the wooden pole pillars, and are formed in advance around the wooden pillar pillar legs so as to correspond to the through holes of the wooden pillar embedded joint fittings inserted in the recessed shape. The fixing bolts are inserted from the through holes, respectively, and the nuts are tightened to fix the wood pillar embedding metal fittings to the wood pillar pillar pedestals, while the wood pillar embedding metal fittings can be screwed into the female thread. A male joint fitting made by forming a male screw part above, Tree pillars to be joined to the stigma, or beams to be joined, beams to be joined, girders, or horizontal members comparable to them, fixed to the upper surface of the tree, and then fixed to the male poles of these male joint fittings to the wooden pillar pedestals. The wooden thread itself for pivoting the wooden pole itself around the coaxial center to screw the female threaded portion of the joint metal fitting for pillar embedding into the wooden pole pedestal opening and the wooden pole stigma to be joined, or the beam to be placed and joined. By strengthening the contact with girders or horizontal materials comparable to them, a tensile force is applied to the wooden pole embedding joint fitting, and the wooden pole embedding joint metal fitting is integrated with the wooden pole without play. Claim 1 characterized by the above-mentioned.
A wooden pole joint structure that uses the integrated structure of the joint metal fittings for embedding the wooden poles described.
【請求項4】 請求項3記載の木柱接ぎ手構造における
雄接ぎ手金具を、上端には前記木柱埋め込み用接ぎ手金
具雌ネジ部に螺合可能な雄ネジ部が形成されると共に、
下端側には金具本体軸心に直交する通孔が形成された埋
め込み用雄接ぎ手金具となし、該埋め込み用雄接ぎ手金
具を、接合すべき木柱柱頭木口から、同軸心に合致させ
て形成した埋め込み孔に、または載置、接合すべき梁、
桁あるいはそれらに匹敵する横架材上面から、同軸心に
直交する方向に形成した埋め込み孔に挿入すると共に、
この挿入状とされた埋め込み用雄接ぎ手金具の通孔に対
応する如くして予め木柱柱頭辺り、または梁、桁あるい
はそれらに匹敵する横架材側面上方寄りに形成してある
貫通孔から夫々固定ボルトを差し込んだ上、ナット締め
して該埋め込み用雄接ぎ手金具を接続すべき木柱柱頭、
または載置、接合すべき梁、桁あるいはそれらに匹敵す
る横架材に固定した後、それら固定された埋め込み用雄
接ぎ手金具雄ネジ部に、木柱柱脚に固定した木柱埋め込
み用接ぎ手金具雌ネジ部を、木柱自体を同軸心回りに回
動して螺合させ、木柱柱脚木口と、接合すべき木柱柱頭
木口、または載置、接合すべき梁、桁あるいはそれらに
匹敵する横架材との当接強化で、木柱埋め込み用接ぎ手
金具、埋め込み用雄接ぎ手金具双方に引っ張り力を付与
し、木柱埋め込み用接ぎ手金具および埋め込み用雄接ぎ
手金具共、当該木柱、もしくは接合すべき木柱柱頭、ま
たは載置、接合すべき梁、桁あるいはそれらに匹敵する
横架材に対して遊びなく一体化されるようにした、請求
項3記載の木柱接ぎ手構造。
4. The male joint fitting in the wooden pole joint structure according to claim 3, wherein a male screw portion that can be screwed into the female screw portion of the wooden pillar joint joint metal fitting is formed at the upper end,
There is no male fitting hand tool for embedding in which a through hole orthogonal to the axis of the metal fitting body is formed on the lower end side, and the male hand fitting tool for embedding is made to match the coaxial center from the wooden pole stigma to be joined. A beam to be placed or joined in the formed buried hole,
From the upper surface of the girder or horizontal material comparable to them, insert into the embedded hole formed in the direction orthogonal to the coaxial center,
From the through hole that is formed in advance around the pole of the wooden pole, the beam, the girder, or the upper side surface of the horizontal cross member that is comparable to them, so as to correspond to the through hole of the inserted male joint fitting. After inserting the fixing bolts respectively, tighten the nuts and connect the male joint fittings for embedding to the wooden pole stilts,
After mounting or fixing to a beam, girder, or horizontal member comparable to them, the male joint for embedding is fixed to the male screw part for embedding. By turning the wooden pole itself around the coaxial center and screwing the female metal part of the hand fitting, the wooden pole base pier and the wooden pole stile to be joined, or the beam or girder to be placed or joined, or those By strengthening the contact with the horizontal material, which is comparable to the above, the pulling force is applied to both the wooden pole embedding joint fitting and the embedding male joint fitting, and both the wooden pillar embedding joint fitting and the embedding male joint fitting are provided. 4. The tree according to claim 3, wherein the wooden pole, the wooden pillar stigma to be joined, the beam to be mounted, the girder, the girder, or a horizontal member comparable thereto is integrated without play. Pillar joint structure.
JP21530095A 1995-07-31 1995-07-31 Integrated structure of joint metal fittings for embedding wooden poles, and wooden pole joint structures using the same Expired - Fee Related JP3691553B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21530095A JP3691553B2 (en) 1995-07-31 1995-07-31 Integrated structure of joint metal fittings for embedding wooden poles, and wooden pole joint structures using the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21530095A JP3691553B2 (en) 1995-07-31 1995-07-31 Integrated structure of joint metal fittings for embedding wooden poles, and wooden pole joint structures using the same

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007077611A (en) * 2005-09-12 2007-03-29 Sumitomo Forestry Co Ltd Wood member joint structure
CN108708460A (en) * 2018-07-27 2018-10-26 南京林业大学 A kind of beam-column hinged device of wood frame construction
JP2024056060A (en) * 2020-04-14 2024-04-19 株式会社大林組 Pillar construction method and plumbing adjustment jig

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007077611A (en) * 2005-09-12 2007-03-29 Sumitomo Forestry Co Ltd Wood member joint structure
CN108708460A (en) * 2018-07-27 2018-10-26 南京林业大学 A kind of beam-column hinged device of wood frame construction
JP2024056060A (en) * 2020-04-14 2024-04-19 株式会社大林組 Pillar construction method and plumbing adjustment jig

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