JP2002227301A - Framework structure for wooden building - Google Patents

Framework structure for wooden building

Info

Publication number
JP2002227301A
JP2002227301A JP2001021379A JP2001021379A JP2002227301A JP 2002227301 A JP2002227301 A JP 2002227301A JP 2001021379 A JP2001021379 A JP 2001021379A JP 2001021379 A JP2001021379 A JP 2001021379A JP 2002227301 A JP2002227301 A JP 2002227301A
Authority
JP
Japan
Prior art keywords
receiving
bolt
pin
pulling bolt
hole
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
JP2001021379A
Other languages
Japanese (ja)
Other versions
JP3541941B2 (en
Inventor
Takatoshi Tsuji
孝年 辻
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.)
SANKEN HOME KK
Original Assignee
SANKEN HOME 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 SANKEN HOME KK filed Critical SANKEN HOME KK
Priority to JP2001021379A priority Critical patent/JP3541941B2/en
Publication of JP2002227301A publication Critical patent/JP2002227301A/en
Application granted granted Critical
Publication of JP3541941B2 publication Critical patent/JP3541941B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a stable framework structure having a fixture strength resistible in a wooden three-story building. SOLUTION: A screw base end part 15, in which a tenon pin P inserted into a tenon pin receiving recessed groove 11 in a vertical standing material Y to be raised vertically is protruded from a butt end face of the vertical material Y, and a thread shank part 10b in a pulling bolt 10 inserted and vertically arranged in a pulling bolt receiving through-hole 9 in a receiving material X are screwed and fastened together via a cap nut 17 inside the pulling bolt receiving through hole 9. The pulling bolt 10 is turned from the outside of the receiving material X for fastening up the thread shank 10b and the cap nut 17. In this way, the vertical standing material Y is pulled and tightly fixed to the receiving material X integrally with each other.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は木造建築の軸組構造
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a frame structure of a wooden building.

【0002】[0002]

【従来の技術】本発明に近似する公知技術として、実用
新案登録第3008178号や特開平9−250176
号が提案されている。
2. Description of the Related Art As well-known techniques similar to the present invention, Japanese Utility Model Registration No. 308178 and JP-A-9-250176 are known.
No. has been proposed.

【0003】[0003]

【発明が解決しようとする課題】前者の公知考案は柱
(垂立材)(200)と土台(受け材)(100)との
軸組構造に係るが、これでは土台(100)のほぞ孔
(101)へ埋め込んだほぞ部材(20)の下端部を、
ピン孔(21a)(103)へ貫通横断させたピン(3
0)によって、土台(100)へ取り付け固定する一
方、柱(200)のほぞ穴(201)へ埋め込んだほぞ
部材(20)の上端部を、ピン孔(21b)(21c)
(202)へ貫通横断させたピン(30)によって、そ
の柱(200)へ取り付け固定しているにとどまるた
め、上記ほぞ部材(20)とピン(30)の使用によっ
て、柱(200)と土台(100)とを抜け止め状態に
保てると雖も、その柱(200)を土台(100)への
引き寄せ密着状態に縛り上げ固定一体化させることまで
は不可能であって、その軸組構造としての固定強度や安
定性に劣る結果、木造3階建ての軸組構造には到底適用
することができない。
The former known invention relates to a frame structure of a pillar (vertical member) (200) and a base (receiving member) (100). In this case, a tenon of the base (100) is used. The lower end of the tenon member (20) embedded in (101) is
The pin (3) penetrating and crossing the pin holes (21a) (103)
0), the upper end of the tenon member (20) embedded in the tenon (201) of the pillar (200) is fixed to the base (100) by pin holes (21b) and (21c).
By using the tenon member (20) and the pin (30), the column (200) and the base are fixed because the pin (30) penetrates and traverses to the column (202) to fix the column (200). Although it is possible to keep the (100) and the (100) in a retaining state, it is impossible to bind the pillar (200) to the base (100) by bringing it into close contact with the base (100) and fix and integrate the pillar (200). As a result of poor fixing strength and stability, it cannot be applied to a three-story wooden frame structure at all.

【0004】又、上記柱(200)の下面と土台(10
0)の上面との相互間には、ベースプレート(10)が
介挿設置されており、そのベースプレート(20)を基
礎コンクリート(300)のアンカーボルト(301)
へ、ナットにより押え付け固定するようになっている
が、その土台(100)と基礎コンクリート(300)
とは全面的に密着しているため、土台(100)が基礎
コンクリート(300)からの湿気を受けることにな
り、その床下換気効果を達成できない問題もある。
The lower surface of the column (200) and the base (10)
A base plate (10) is interposed between the base plate (10) and the upper surface of the base concrete (300) to anchor bolts (301) of the base concrete (300).
The base (100) and the foundation concrete (300)
And the base (100) receives moisture from the foundation concrete (300), and there is a problem that the underfloor ventilation effect cannot be achieved.

【0005】他方、後者の公知発明でも土台や梁などの
柱受け用木材(1)に埋め込まれた継合具(3)の下端
部と、柱木材(2)に埋め込まれた同じく継合具(3)
の上端部とは、その何れも係止ピン(6)の貫通横断に
よって抜け止めされるに過ぎない構成のため、上記柱受
け用木材(1)に対する柱木材(2)の引き寄せ密着力
を発揮せず、その交叉する両木材(1)(2)をやはり
縛り上げ施錠状態に固定一体化させることができない。
On the other hand, in the latter known invention, a lower end of a joint (3) embedded in a pillar receiving wood (1) such as a base or a beam and a similar joint embedded in a pillar wood (2) are also used. (3)
The upper end portion of each of the above has a structure that can only be stopped by the crossing of the locking pin (6), so that the column wood (2) draws and adheres to the column receiving wood (1). Without this, the intersecting woods (1) and (2) cannot be fixed and integrated in a locked state.

【0006】[0006]

【課題を解決するための手段】本発明はこのような課題
の改良を企図しており、そのために役立つ木造建築の軸
組構造として、ほぞピン受け入れ凹溝が仕口加工された
柱や束などの垂立材と、その垂立材のほぞピン受け入れ
凹溝と合致連通し得る引き寄せボルト受け入れ貫通孔が
開口形成された土台や梁、胴差、桁、大引などの受け材
と、その受け材の引き寄せボルト受け入れ貫通孔へ差し
込み垂立される引き寄せボルトと、上記垂立材のほぞピ
ン受け入れ凹溝へ差し込み垂立されることになるほぞピ
ンとを備え、
SUMMARY OF THE INVENTION The present invention is intended to solve such a problem, and as a frame structure of a wooden building useful for this purpose, as a pillar or a bundle having a tenon pin-receiving groove formed into a joint, for example. And a receiving material such as a base or a beam, a trunk, a girder, a large pull, etc. having an opening formed with a drawing bolt receiving through hole that can be in communication with the tenon pin receiving groove of the vertical material. A pulling bolt inserted into the pulling bolt receiving through-hole of the material, and a tenon pin that is to be vertically inserted into the tenon pin receiving groove of the vertical material;

【0007】上記ほぞピンがその垂立材の木口面から張
り出すねじ込み基端部と上記引き寄せボルトのネジ軸部
とを、上記受け材に開口する引き寄せボルト受け入れ貫
通孔内での袋ナットを介して螺合締結した上、
[0007] The base end of the screw that the tenon pin projects from the mouth of the upright member and the screw shaft of the pull bolt are connected via a cap nut in a pull bolt receiving through hole that opens to the receiving member. After screwing together,

【0008】上記引き寄せボルトを受け材の外部から回
動操作して、そのネジ軸部と上記袋ナットとを締め上げ
ることにより、上記垂立材をその受け材への引き寄せ密
着状態に固定一体化させることを特徴とするものであ
る。
The pulling bolt is rotated from the outside of the receiving member, and the screw shaft portion and the cap nut are tightened to fix the vertical member to the receiving member so as to be brought into close contact with the receiving member. It is characterized by the following.

【0009】[0009]

【発明の実施の形態】以下、図面に基いて本発明の具体
的構成を詳述すると、先ず図1〜6は本発明の第1実施
形態に係り、これでは木造建築の土台を受け材(X)と
し、同じく柱を垂立材(Y)として、その垂立材(Y)
を受け材(X)の中途部へ側面視の交叉する倒立T字型
に軸組みしている。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of a first embodiment of the present invention. FIG. X), and the pillar is the upright (Y), and the upright (Y)
The receiving member (X) is framed in an inverted T-shape that crosses the middle of the receiving member (X) in a side view.

【0010】その図1〜6において、(1)は基礎コン
クリート(C)の打設と一挙同時に埋設された複数のア
ンカー鉄筋であり、好ましくはほぼL字型に屈曲して、
容易に抜け出さぬようになっている。(2)はその各ア
ンカー鉄筋(1)の垂立する上端部へ予じめ溶接一体化
された一定長さの袋ナットであり、基礎コンクリート
(C)の上面に開口露呈している。
In FIG. 1 to FIG. 6, (1) is a plurality of anchor reinforcing bars buried at the same time as the foundation concrete (C) is cast, and is preferably bent substantially in an L-shape.
It does not come out easily. (2) is a cap nut of a fixed length that is welded and integrated in advance to the upper end of each anchor reinforcing bar (1), which is exposed on the upper surface of the foundation concrete (C).

【0011】(B)は上記受け材(土台)(X)を基礎
コンクリート(C)の上面に受け持たせるための別個な
スペーサープレートであって、鋼板やその他の金属板か
ら断面ほぼ倒立受皿型に曲げ加工されており、その基礎
コンクリート(C)から浮上する水平な中間受け座
(3)が、上記受け材(X)の下面と接合する。
(B) is a separate spacer plate for receiving the receiving material (base) (X) on the upper surface of the basic concrete (C), and is a substantially inverted inverted saucer type formed from a steel plate or another metal plate. A horizontal intermediate receiving seat (3) floating from the foundation concrete (C) is joined to the lower surface of the receiving material (X).

【0012】しかも、その中間受け座(3)から外向き
水平に張り出す左右一対の接地脚座(4)が、上記アン
カー鉄筋(1)に付属の袋ナット(2)へ上方から螺入
締結される比較的短かい取付けボルト(5)によって、
上記基礎コンクリート(C)の上面ヘ押え付け固定され
るようになっている。
A pair of right and left grounding legs (4) projecting horizontally outward from the intermediate receiving seat (3) are screwed into the cap nut (2) attached to the anchor reinforcing bar (1) from above. The relatively short mounting bolts (5)
The base concrete (C) is pressed and fixed to the upper surface.

【0013】その際、図2と対応する図7の変形実施形
態から明白なように、上記スペーサープレート(B)の
中間受け座(3)と受け材(X)との接合面や同じく両
接地脚座(4)と基礎コンクリート(C)との接合面
へ、ゴムやバネなどの振動吸収材(6)を介挿設置する
ことにより、耐震効果を達成することが好ましい。
At this time, as is apparent from the modified embodiment of FIG. 7 corresponding to FIG. 2, the joint surface between the intermediate receiving seat (3) of the spacer plate (B) and the receiving material (X) and the two grounds as well. It is preferable to achieve a seismic resistance effect by inserting and installing a vibration absorbing material (6) such as rubber or a spring on the joint surface between the leg seat (4) and the foundation concrete (C).

【0014】その振動吸収材(6)をゴムライニングと
して、上記スペーサープレート(B)へ予じめ付属一体
化させたり、或いは振動吸収材(6)となる皿バネを上
記取付けボルト(5)や後述する引き寄せボルトの座金
として、そのスペーサープレート(B)との接合面へ介
挿使用したりすることも可能である。
The vibration-absorbing material (6) is used as a rubber lining, and is preliminarily attached to and integrated with the spacer plate (B), or a disc spring serving as the vibration-absorbing material (6) is attached to the mounting bolt (5) or the like. As a washer for a pulling bolt to be described later, it is also possible to insert and use it on the joint surface with the spacer plate (B).

【0015】何れにしても、上記受け材(X)の下面と
基礎コンクリート(C)の上面との相互間には、そのス
ペーサープレート(B)によって一定の換気スペース
(S)が確保されることになる結果、受け材(X)が基
礎コンクリート(C)からの湿気を受けず、その耐用性
の向上に役立つほか、その換気スペース(S)から支障
なく挿入したスパナなどの回動操作工具により、後述の
引き寄せボルトを確実に回動させることもできるのであ
る。
In any case, a constant ventilation space (S) is secured between the lower surface of the receiving material (X) and the upper surface of the foundation concrete (C) by the spacer plate (B). As a result, the receiving material (X) does not receive the moisture from the foundation concrete (C), which contributes to the improvement of its durability. In addition, the rotating material such as a wrench inserted from the ventilation space (S) without any trouble can be used. In addition, the pulling bolt described later can be surely rotated.

【0016】(7)は上記スペーサープレート(B)に
おける中間受け座(3)のほぼ中央部に開口形成された
引き寄せボルト受け入れ孔、(8)は同じくスペーサー
プレート(B)の両接地脚座(4)に開口分布された前
後一対づつ合計4個の取付けボルト受け入れ孔である
が、その全部又は一部を特に楕円形として開口形成する
ことにより、上記袋ナット(2)に対する取付けボルト
(5)の位置合わせ調整を行なえるように定めることが
望ましい。
(7) is a drawing bolt receiving hole formed substantially at the center of the intermediate receiving seat (3) in the spacer plate (B), and (8) is both grounding leg seats (2) of the spacer plate (B). The mounting bolts (5) for the cap nut (2) are formed by opening the whole or a part of the hole, especially the elliptical shape. It is desirable to determine so that the position adjustment can be performed.

【0017】(9)は上記受け材(X)を垂直に貫通す
る引き寄せボルト受け入れ貫通孔であって、上記スペー
サープレート(B)側の引き寄せボルト受け入れ孔
(7)と合致連通し、そのスペーサープレート(B)の
下方から受け材(X)の内部へ、比較的長い引き寄せボ
ルト(10)が差し込み垂立されるようになっている。
(10a)はその引き寄せボルト(10)の径大な角型
頭部であり、上記換気スペース(S)から挿入するスパ
ナなどの回動操作工具によって、回動操作されることに
なる。
(9) is a drawing bolt receiving through hole vertically penetrating the receiving material (X), which is in communication with the drawing bolt receiving hole (7) on the spacer plate (B) side, and is provided with the spacer plate. A relatively long pulling bolt (10) is inserted from the lower part of (B) into the receiving member (X) so as to be erected.
(10a) is a large-diameter rectangular head of the pulling bolt (10), which is rotated by a turning tool such as a spanner inserted from the ventilation space (S).

【0018】他方、上記垂立材(柱)(Y)の下端部に
は下向き開口するほぞピン受け入れ凹溝(11)が、一
定深さ(G)の盲孔形態に仕口加工されており、上記受
け材(X)側の引き寄せボルト受け入れ貫通孔(9)と
合致連通するようになっている。(D)はその合致連通
する互いにほぼ同一の口径を示している。
On the other hand, at the lower end of the upright (column) (Y), a mortise pin receiving groove (11) which opens downward is formed into a blind hole having a constant depth (G). The pulling bolt receiving through hole (9) on the receiving material (X) side communicates with the receiving bolt (9). (D) shows substantially the same diameter of the matching communication.

【0019】(12)は上記ほぞピン受け入れ凹溝(1
1)を横断する複数の水平な固定ピン受け入れ貫通孔で
あり、その隣り合う相互の直交する指向状態として、や
はり垂立材(Y)の下端部に開口分布されている。
(12) The tenon pin receiving groove (1)
A plurality of horizontal fixed pin receiving through-holes crossing 1) are also distributed at the lower end of the upright (Y) as adjacent mutually orthogonal directional states.

【0020】更に、(P)は上記垂立材(Y)とその受
け材(X)との軸組みに使用されるほぞピンであって、
好ましくは鋼管やその他の金属パイプから上記ほぞピン
受け入れ凹溝(11)の深さ(G)よりも長い一定長さ
(L)に作成されており、そのほぞピン受け入れ凹溝
(11)の口径(D)と対応する外径寸法の胴体部(1
3)には、上記垂立材(Y)側の固定ピン受け入れ貫通
孔(12)と合致し得る同じ複数の固定ピン受け入れ連
通孔(14)が開口分布されている。
Further, (P) is a tenon pin used for assembling the upright member (Y) and its receiving member (X),
Preferably, the mortise pin receiving groove (11) is formed from a steel pipe or other metal pipe to have a constant length (L) longer than the depth (G) of the tenon pin receiving groove (11). The body part (1) having the outer diameter corresponding to (D)
In 3), the same plurality of fixing pin receiving communication holes (14) that can match the fixing pin receiving through holes (12) on the upright (Y) side are distributed.

【0021】(15)はほぞピン(P)における受け材
(X)へのねじ込み基端部であり、上記引き寄せボルト
(10)のネジ軸部(10b)と同じ外径寸法として、
そのほぞピン(P)の胴体部(13)から滑らかに細く
絞り加工されており、しかもその垂立材(Y)の下面
(木口面)から張り出し垂立することとなる長さ部分に
は雄ネジ(16)が刻設されている。
(15) is a base end of the tenon pin (P) screwed into the receiving member (X), and has the same outer diameter as the screw shaft (10b) of the pulling bolt (10).
The mortise pin (P) is drawn smoothly and thinly from the body (13) of the mortise pin (P). Screws (16) are engraved.

【0022】(17)はその雄ネジ(16)との螺合締
結状態のもとで、上記ほぞピン(P)のねじ込み基端部
(15)へ溶接一体化された一定長さの袋ナットであ
り、上記受け材(X)の内部において引き寄せボルト
(10)と螺合締結できるようになっている。その袋ナ
ット(17)の外径寸法は上記胴体部(13)のそれと
ほぼ同じであり、これの付属するほぞピン(P)と上記
受け材(X)側の引き寄せボルト(10)とが、同じ垂
直線(O−O)上において向かい合うことは言うまでも
ない。
(17) A fixed length cap nut welded and integrated to the screwed base end (15) of the tenon pin (P) under the screwed state with the male screw (16). In the receiving member (X), it can be screwed and fastened to the pulling bolt (10). The outer diameter of the cap nut (17) is substantially the same as that of the body (13), and the mortise pin (P) attached thereto and the pulling bolt (10) on the receiving material (X) side are It goes without saying that they face each other on the same vertical line (OO).

【0023】上記構成の第1実施形態において、その垂
立材(柱)(Y)と受け材(土台)(X)とを軸組み作
業するに当っては、図2〜4から明白なように、上記ス
ペーサープレート(B)の引き寄せボルト受け入れ孔
(7)へ下方から引き寄せボルト(10)を差し込み垂
立させた組付け状態のもとで、そのスペーサープレート
(B)の両接地脚座(4)を上方からアンカー鉄筋
(1)側の袋ナット(2)へ螺入締結される複数の取付
けボルト(5)により、基礎コンクリート(C)の上面
へ押え付け固定する。
In the first embodiment having the above structure, when the uprights (columns) (Y) and the receiving members (bases) (X) are assembled, it is apparent from FIGS. Then, in the assembled state in which the pulling bolt (10) is inserted from below into the pulling bolt receiving hole (7) of the spacer plate (B), and is vertically mounted, both the grounding legs (of the spacer plate (B)). 4) is pressed and fixed to the upper surface of the foundation concrete (C) by a plurality of mounting bolts (5) screwed into the cap nut (2) on the anchor rebar (1) side from above.

【0024】そうすれば、上記引き寄せボルト(10)
の頭部(10a)がスペーサープレート(B)の中間受
け座(3)と、基礎コンクリート(C)との上下相互間
へ抜け止め状態に拘束されて、その引き寄せボルト(1
0)の垂立姿勢に維持されることとなるため、次にその
引き寄せボルト(10)に向かって、上方から受け材
(X)の引き寄せボルト受け入れ貫通孔(9)を挿入状
態に落し込むことにより、その受け材(X)の下面を上
記スペーサープレート(B)の中間受け座(3)に受け
持たせる。
Then, the pulling bolt (10)
Of the spacer plate (B) and the intermediate concrete seat (3) and the foundation concrete (C) are restrained in a state where the head (10a) of the spacer (10a) does not come off.
0), the pulling bolt receiving through hole (9) of the receiving material (X) is dropped into the inserted state from above toward the pulling bolt (10). Thereby, the lower surface of the receiving material (X) is supported by the intermediate receiving seat (3) of the spacer plate (B).

【0025】その後、ほぞピン(P)のねじ込み基端部
(15)に付属している袋ナット(17)を、上記受け
材(X)の引き寄せボルト受け入れ貫通孔(9)へ上方
から差し込み、その引き寄せボルト受け入れ貫通孔
(9)の内部において上記引き寄せボルト(10)のネ
ジ軸部(10b)と螺合締結することにより、ほぞピン
(P)を受け材(X)へ植え込む。その際には、引き寄
せボルト(10)とほぞピン(P)との何れか一方を固
定状態に保ち、残る他方を回動操作すれば良い。
Thereafter, a cap nut (17) attached to the screwed proximal end (15) of the tenon pin (P) is inserted from above into the drawing bolt receiving through hole (9) of the receiving material (X), The tenon pin (P) is implanted in the receiving member (X) by screwing and fastening with the screw shaft portion (10b) of the pulling bolt (10) inside the pulling bolt receiving through hole (9). In that case, one of the pulling bolt (10) and the tenon pin (P) may be kept in a fixed state, and the other may be rotated.

【0026】そうすれば、上記ほぞピン(P)の胴体部
(13)が受け材(X)の上面から一定高さだけ張り出
し垂立することになるため、引続き垂立材(Y)の下向
き開口するほぞピン受け入れ凹溝(11)を上記ほぞピ
ン(P)に向かって、上方から挿入状態に落し込むこと
により、その垂立材(Y)の下面(木口面)を上記受け
材(X)の上面へ接合させるのである。
Then, the body portion (13) of the tenon pin (P) protrudes from the upper surface of the receiving member (X) by a certain height and stands upright. The open tenon pin receiving groove (11) is dropped from above into the insertion state toward the tenon pin (P), so that the lower surface of the upright member (Y) (the cut end surface) becomes the receiving member (X). ) Is bonded to the upper surface.

【0027】そして、垂立材(Y)に開口分布している
複数の水平な固定ピン受け入れ貫通孔(12)から、こ
れと自づと合致連通したほぞピン(P)側の固定ピン受
け入れ連通孔(14)へ、各々固定ピン(A)を貫通横
断状態に圧入一体化すれば良い。
Then, from the plurality of horizontal fixing pin receiving through holes (12) distributed in the vertical member (Y), the fixing pin receiving communication on the tenon pin (P) side which is in communication with the horizontal fixing pin receiving through hole. What is necessary is just to press-fit and integrate the fixing pins (A) into the holes (14) in a state of passing through the holes.

【0028】上記作業法により得られた垂立材(Y)と
受け材(X)との軸組み状態では、その垂立材(Y)が
固定ピン(A)の圧入により、ほぞピン(P)を介して
受け材(X)からの抜け止め状態にあると雖も、上記垂
立材(Y)は自重力により受け材(X)と接合している
にとどまり、未だ縛り上げ施錠状態に固定一体化されて
いるわけではない。
In the assembled state of the upright member (Y) and the receiving member (X) obtained by the above working method, the upright member (Y) is pressed into the tenon pin (P) by the fixing pin (A). ), The vertical member (Y) is still joined to the receiving member (X) by its own gravity, and is still tied up and fixed in the locked state. It is not integrated.

【0029】そこで、本発明では最後に上記引き寄せボ
ルト(10)を回動操作して、そのネジ軸部(10b)
とほぞピン(P)側の袋ナット(17)とを完全に締め
上げることにより、上記垂立材(Y)をその受け材
(X)へ引き寄せ密着させて、全体的な縛り上げ施錠状
態に固定一体化するのである。
Therefore, in the present invention, finally, the pulling bolt (10) is rotated to operate the screw shaft (10b).
And the cap nut (17) on the mortise pin (P) side are completely tightened, so that the upright material (Y) is drawn into close contact with the receiving material (X) and fixed in the overall tied-up locked state. It is united.

【0030】このような回動操作は上記換気スペース
(S)から挿入したスパナなどの回動操作工具を、その
引き寄せボルト(10)の頭部(10a)へ係止させる
ことによって、受け材(X)の外部から支障なく実行す
ることができる。
Such a turning operation is performed by locking a turning operation tool such as a wrench inserted from the ventilation space (S) to the head (10a) of the pulling bolt (10), so that the receiving member ( X) can be executed without any trouble from outside.

【0031】先に一言した垂立材(Y)の固定ピン
(A)としては、図8〜15に示す形態の金属製品を採
用することが好ましい。
As the fixing pin (A) of the upright (Y) mentioned above, it is preferable to adopt a metal product having the form shown in FIGS.

【0032】即ち、その図8〜15において、(18)
は上記垂立材(Y)にプレ加工として開口形成された固
定ピン受け入れ貫通孔(12)やほぞピン(P)に開口
形成された固定ピン受け入れ連通孔(14)の口径とほ
ぼ等しい直径寸法(d1)を有する円筒型のピン本体で
あり、その先端部(18a)が先細りのほぼ円錐型に面
取り加工されている。
That is, in FIGS. 8 to 15, (18)
Is a diameter substantially equal to the diameter of the fixing pin receiving through hole (12) formed in the upright material (Y) as a pre-process and the fixing pin receiving communication hole (14) formed in the tenon pin (P). This is a cylindrical pin body having (d1), the tip end (18a) of which is chamfered into an approximately conical shape.

【0033】又、同じくピン本体(18)の頭部(18
b)は塑性変形による正面視のほぼ楕円形として、その
楕円形の長軸が上記固定ピン受け入れ貫通孔(12)や
固定ピン受け入れ連通孔(14)の口径よりも径大化さ
れている一方、同じく短軸がこれらの口径よりも径小化
されている。
The head (18) of the pin body (18)
b) is substantially elliptical in a front view due to plastic deformation, and the major axis of the ellipse is larger than the diameter of the fixing pin receiving through hole (12) or the fixing pin receiving communication hole (14). Also, the minor axis is smaller than these diameters.

【0034】(19)は上記塑性加工の結果として、そ
のピン本体(18)の頭部(18b)に開口するほぼ楕
円形の工具係止孔であり、ここへ図16のように回動操
作工具(T)を直接に、又は適当なビットやその他の嵌
合アダプター(20)を介して抜き差し自在に差し込み
係止させ、その回動操作工具(T)により上記ピン本体
(18)を回動操作できるようになっている。
(19) is a substantially elliptical tool engaging hole which is opened at the head (18b) of the pin body (18) as a result of the plastic working. The tool (T) is inserted or pulled out and inserted freely or directly through an appropriate bit or other fitting adapter (20), and the pin body (18) is turned by the turning operation tool (T). Can be operated.

【0035】(21)は上記楕円形をなす頭部(18
b)の外周面全体へ、望ましくは転造加工により刻成さ
れた雄ネジであって、その長軸上でのネジ山径(d2)
が上記固定ピン受け入れ貫通孔(12)や固定ピン受け
入れ連通孔(14)の口径よりも径大寸法に隆起してお
り、同じく短軸上でのネジ山径(d3)はこれらの口径
よりも径小寸法に陥没している。
(21) The elliptical head (18)
An external thread desirably formed by rolling on the entire outer peripheral surface of b), and a thread diameter (d2) on its long axis.
Is raised to a diameter larger than the diameter of the fixing pin receiving through hole (12) or the fixing pin receiving communication hole (14), and the thread diameter (d3) on the short axis is also larger than these diameters. Depressed to small diameter.

【0036】但し、上記雄ネジ(21)を頭部(18
b)の外周面全体へ刻成することに代えて、図17〜1
9の変形実施形態から示唆される如く、その頭部(18
b)の楕円形をなす長軸上での向かい合う円弧面のみ
に、雄ネジ(21)を刻設してもさしつかえない。
However, the male screw (21) is attached to the head (18).
Instead of embossing the entire outer peripheral surface of b), FIGS.
9 suggests that the head (18)
The male screw (21) may be engraved only on the opposing arcuate surfaces on the long axis of the elliptical shape of b).

【0037】何れにしても、上記ピン本体(18)を回
動操作工具(T)により、その頭部(18b)の雄ネジ
(21)が螺進する方向へ回動操作すれば、その雄ネジ
(21)が上記垂立材(Y)に開口する固定ピン受け入
れ貫通孔(12)の内壁面へ確実に安定良く喰い付くこ
ととなり、木造建築中の振動や衝撃などを受けるも、不
慮に抜け出すおそれがない。
In any case, when the pin body (18) is turned by a turning operation tool (T) in a direction in which the male screw (21) of the head (18b) is screwed, the male member is turned. The screw (21) will surely and stably bite into the inner wall surface of the fixing pin receiving through hole (12) opening in the upright (Y), and will receive accidental vibration or impact during wooden construction. There is no risk of getting out.

【0038】尚、ピン本体(18)を逆方向へ回動操作
して、その頭部(18b)の雄ネジ(21)を螺退させ
ることにより、上記垂立材(Y)の固定ピン受け入れ貫
通孔(12)やほぞピン(P)の固定ピン受け入れ連通
孔(14)から人為的に抜き出すこともできるため、木
造建築物(住宅)の間取り変更やその他のリフォームな
どに便利である。
The pin body (18) is rotated in the opposite direction to retreat the male screw (21) of the head (18b), thereby receiving the fixing pin of the upright (Y). Since the through holes (12) and the fixing pin receiving communication holes (14) for the tenon pin (P) can be artificially extracted, it is convenient for changing the layout of a wooden building (house) or performing other remodeling.

【0039】図1〜6の第1実施形態に示したほぞピン
(P)では、その胴体部(13)から細く絞り加工した
ねじ込み基端部(15)へ、引き寄せボルト(10)と
螺合締結される袋ナット(17)を直かに溶接一体化し
ているが、最終的な引き寄せボルト(10)の回動操作
により、その袋ナット(17)を介してほぞピン(P)
と完全に締め上げることができ、上記垂立材(Y)を受
け材(X)へ強力に引き寄せ密着一体化させ得る限り、
図20の変形実施形態に示す如く、ほぞピン(P)の一
定長さ(L)を、上記垂立材(Y)に開口するほぞピン
受け入れ凹溝(11)の深さ(G)とほぼ等しく寸法化
すると共に、その垂立材(Y)の下面(木口面)に臨む
基端部のみを細く絞り加工して、その細い基端部へ別個
なアダプターボルト(22)を、そのネジ軸部(22
b)が垂立材(Y)の下面(木口面)から張り出し垂立
することとなる差し込み補強状態に溶接一体化すること
により、上記ねじ込み基端部(15)として機能し得る
ように形作った上、そのアダプターボルト(22)のネ
ジ軸部(22b)へ別個な上記袋ナット(17)を螺合
締結させても良い。(22a)は上記ほぞピン(P)に
おける胴体部(13)とその細い基端部との境界位置に
係止したアダプターボルト(22)の径大な頭部であ
る。
The mortise pin (P) shown in the first embodiment of FIGS. 1 to 6 is screwed with a pulling bolt (10) from its body (13) to a thin drawn base end (15). Although the cap nut (17) to be fastened is directly welded and integrated, the mortise pin (P) is passed through the cap nut (17) by the final turning operation of the pulling bolt (10).
As long as the upright material (Y) can be strongly pulled into the receiving material (X) and tightly integrated with it,
As shown in the modified embodiment of FIG. 20, the fixed length (L) of the tenon pin (P) is substantially equal to the depth (G) of the tenon pin receiving groove (11) opened in the vertical member (Y). It is equally dimensioned, and only the base end facing the lower surface (the cut surface) of the upright (Y) is finely drawn, and a separate adapter bolt (22) is inserted into the thin base end with the screw shaft. Part (22
b) is formed so as to function as the screwed base end portion (15) by being integrated by welding into a plug-in reinforcing state in which the lower end (Y) of the upright material (Y) projects from the lower surface (the cut end surface). Further, the separate cap nut (17) may be screwed and fastened to the screw shaft portion (22b) of the adapter bolt (22). (22a) is a large-diameter head portion of the adapter bolt (22) which is locked at a boundary position between the body portion (13) and the narrow base end of the tenon pin (P).

【0040】又、そのアダプターボルト(22)の設置
を省略すると共に、上記第1実施形態のようなねじ込み
基端部(15)に対する袋ナット(17)の溶接も省略
して、図21の別な変形実施形態に示す如く、ほぞピン
(P)におけるねじ込み基端部(15)の雄ネジ(1
6)へ別個な袋ナット(17)を、ただ単に螺合締結さ
せるにとどめてもさしつかえない。更に、その袋ナット
(17)を予じめ上記引き寄せボルト(10)のネジ軸
部(10b)へ溶接一体化しておくことも考えられる。
Further, the installation of the adapter bolt (22) is omitted, and the welding of the cap nut (17) to the screwed base end (15) as in the first embodiment is also omitted. As shown in another modified embodiment, the male screw (1) of the screwed proximal end (15) of the tenon pin (P) is used.
6) The separate cap nut (17) may simply be screwed and fastened. Further, it is conceivable that the cap nut (17) is welded and integrated with the screw shaft (10b) of the pulling bolt (10) in advance.

【0041】何れにしても、上記袋ナット(17)と引
き寄せボルト(10)のネジ軸部(10b)とは、受け
材(X)に開口する引き寄せボルト受け入れ貫通孔
(9)の内部において螺合締結されることとなる。
In any case, the cap nut (17) and the screw shaft (10b) of the pulling bolt (10) are screwed into the pulling bolt receiving through hole (9) opened in the receiving member (X). It will be concluded jointly.

【0042】図1〜6に示した上記第1実施形態では、
受け材(土台)(X)の中途部へ垂立材(柱)(Y)を
軸組みしているが、その受け材(X)の角隅部へ垂立材
(Y)を図22〜25の第2実施形態に示すような側面
視の交叉するL字型として軸組みする場合には、その角
隅部と対応する平面視のほぼL字型をなすベースプレー
ト(B)が使用されることになる。
In the first embodiment shown in FIGS.
The uprights (columns) (Y) are assembled to the middle of the receiving material (base) (X), and the uprights (Y) are attached to the corners of the receiving material (X) in FIGS. In the case of assembling as an L-shaped crossing side view as shown in the second embodiment of the twenty-fifth embodiment, a substantially L-shaped base plate (B) in plan view corresponding to the corner is used. Will be.

【0043】次に、図26、27は本発明の第3実施形
態を示しており、これでは木造建築の梁や胴差を受け材
(X)とし、一階管柱を垂立材(Y)として、その垂立
材(Y)を受け材(X)の中途部へ側面視の交叉するT
字型に軸組みしている。
Next, FIGS. 26 and 27 show a third embodiment of the present invention. In this embodiment, a beam (X) is used as a receiving material for a wooden building, and the first-floor pipe column is made upright (Y). ), The upright material (Y) intersects the receiving material (X) in the middle of the receiving material (X) in a side view.
It is shaped like a letter.

【0044】そのため、上記第1実施形態のような受け
材(土台)(X)を基礎コンクリート(C)に受け持た
せるためのスペーサープレート(B)がない。又、茲に
第2実施形態の場合引き寄せボルト(10)は受け材
(X)の引き寄せボルト受け入れ貫通孔(9)へ、上方
から差し込み垂立されることになり、その頭部(10
a)が受け材(X)の上面に露出する結果、これを外部
からスパナやレンチなどの回動操作工具により支障なく
回動操作して、その受け材(X)に対して垂立材(Y)
をやはり強力に引き寄せ密着させることができる。
Therefore, there is no spacer plate (B) for supporting the receiving material (base) (X) on the foundation concrete (C) as in the first embodiment. Further, in the case of the second embodiment, the pulling bolt (10) is inserted from above into the pulling bolt receiving through hole (9) of the receiving material (X), and is vertically raised.
a) is exposed on the upper surface of the receiving member (X). As a result, the receiving member (X) is rotatably operated from outside using a rotating operation tool such as a spanner or a wrench, and the upright member (X) is attached to the receiving member (X). Y)
Can also be strongly attracted and adhered.

【0045】尚、第2、3実施形態におけるその他の構
成と軸組み作業法は、上記第1実施形態と実質的に同一
であるため、その図22〜27に図1〜6との対応符号
を記入するにとどめて、その詳細な説明を省略する。
Since the other constructions and the method of assembling work in the second and third embodiments are substantially the same as those in the first embodiment, the corresponding reference numerals in FIGS. , And a detailed description thereof will be omitted.

【0046】[0046]

【発明の効果】以上のように、本発明に係る木造建築の
軸組構造では、ほぞピン受け入れ凹溝(11)が仕口加
工された柱や束などの垂立材(Y)と、その垂立材
(Y)のほぞピン受け入れ凹溝(11)と合致連通し得
る引き寄せボルト受け入れ貫通孔(9)が開口形成され
た土台や梁、胴差、桁、大引などの受け材(X)と、そ
の受け材(X)の引き寄せボルト受け入れ貫通孔(9)
へ差し込み垂立される引き寄せボルト(10)と、上記
垂立材(Y)のほぞピン受け入れ凹溝(11)へ差し込
み垂立されることになるほぞピン(P)とを備え、
As described above, in the frame structure of a wooden building according to the present invention, the upright member (Y) such as a pillar or a bundle in which the tenon pin receiving concave groove (11) is formed with a joint is formed. Receiving material (X) such as a base or a beam having an opening formed with a drawing bolt receiving through hole (9) which can be in communication with the tenon pin receiving groove (11) of the upright material (Y), a trunk difference, a girder, a large pull, etc. ) And the receiving bolt (X) of the receiving bolt (9)
And a tenon pin (P) to be inserted into the vertical groove (11) of the vertical member (Y) and to be vertical.

【0047】上記ほぞピン(P)がその垂立材(Y)の
木口面から張り出すねじ込み基端部(15)と上記引き
寄せボルト(10)のネジ軸部(10b)とを、上記受
け材(X)に開口する引き寄せボルト受け入れ貫通孔
(9)内での袋ナット(17)を介して螺合締結した
上、
The mortise pin (P) protrudes from the cut end of the upright member (Y) and the screwed base end (15) and the screw shaft (10b) of the pulling bolt (10) are connected to the receiving member. After being screwed and fastened via the cap nut (17) in the pulling bolt receiving through hole (9) opening at (X),

【0048】上記引き寄せボルト(10)を受け材
(X)の外部から回動操作して、そのネジ軸部(10
b)と上記袋ナット(17)とを締め上げることによ
り、上記垂立材(Y)をその受け材(X)への引き寄せ
密着状態に固定一体化させるようになっているため、冒
頭に述べた従来技術の課題を完全に改良することがで
き、上記垂立材(Y)とその受け材(X)とを木造3階
建てにも耐える強固な縛り上げ施錠状態として、安定良
く軸組み一体化し得る効果がある。
The pulling bolt (10) is rotated from outside of the receiving member (X) to rotate the screw shaft (10).
b) and the cap nut (17) are tightened so that the upright material (Y) is fixedly integrated with the receiving material (X) so as to be brought into close contact with the receiving material (X). The problem of the prior art can be completely improved, and the uprights (Y) and the receiving members (X) are firmly bound and locked into a strong tied-up and locked state that can withstand a three-story wooden structure, and are integrated in a stable manner. There is an effect to get.

【0049】特に、請求項2の構成を採用するならば、
受け材(土台)(X)とその基礎コンクリート(C)と
の上下相互間に確保された一定の換気スペース(S)に
よって、床下換気効果を期待できるほか、その換気スペ
ース(S)から挿入した回動操作工具を引き寄せボルト
(10)の頭部(10a)へ係止させて、その引き寄せ
ボルト(10)を受け材(土台)(X)の外部から支障
なく確実に回動操作し得るのであり、現場作業性にも優
れる。
In particular, if the structure of claim 2 is adopted,
The underfloor ventilation effect can be expected by the constant ventilation space (S) secured between the receiving material (base) (X) and the foundation concrete (C), and the floor was inserted from the ventilation space (S). The turning operation tool is locked to the head (10a) of the pulling bolt (10), and the pulling bolt (10) can be turned without fail from the outside of the receiving member (base) (X) without fail. There is also excellent on-site workability.

【0050】しかも、上記受け材(土台)(X)を受け
持つスペーサープレート(B)が、基礎コンクリート
(C)の埋設アンカー鉄筋(1)に溶接一体化された袋
ナット(2)へ、取付けボルト(5)により押え付け固
定されるようになっているため、その受け材(土台)
(X)を基礎コンクリート(C)に対しても高強度に固
定維持することができ、その意味からも木造3階建てに
有効な軸組構造となる。
Further, the spacer plate (B) for receiving the receiving material (base) (X) is attached to the cap nut (2) welded and integrated with the buried anchor rebar (1) of the basic concrete (C) by mounting bolts. (5) The holding material (base) is fixed by pressing.
(X) can be fixedly maintained at a high strength even to the foundation concrete (C), and from that point of view, the frame structure is effective for a three-story wooden building.

【0051】又、請求項3の構成を採用するならば、引
き寄せボルト(10)と螺合締結される袋ナット(1
7)が、予じめほぞピン(P)のねじ込み基端部(1
5)へ溶接一体化されているため、建築現場での取扱い
に便利であるばかりでなく、引き寄せボルト(10)と
の螺合締結作用を円滑に安定良く営なませることもでき
る効果がある。
According to the third aspect of the present invention, the cap nut (1) screwed to the pulling bolt (10) is used.
7) is the screwed proximal end (1) of the tenon mortise pin (P).
5) Since it is integrated by welding, it is not only convenient for handling at the construction site, but also has an effect that the screwing operation with the pulling bolt (10) can be smoothly and stably performed.

【0052】更に、請求項4の構成を採用するならば、
ほぞピン(P)が金属パイプから作成されているとして
も、その細い基端部をここへ差し込み状態に溶接一体化
されたアダプターボルト(22)により、剛性に補強す
ることができるため、やはり引き寄せボルト(10)と
の円滑・安定な螺合締結作用を得られる効果がある。
Further, if the configuration of claim 4 is adopted,
Even if the tenon pin (P) is made of a metal pipe, its thin base end can be rigidly reinforced by the adapter bolt (22) which is inserted and welded into the narrow base end. There is an effect that a smooth and stable screw engagement with the bolt (10) can be obtained.

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

【図1】本発明に係る軸組構造の第1実施形態を示す斜
面図である。
FIG. 1 is a perspective view showing a first embodiment of a frame structure according to the present invention.

【図2】図1の縦断面図である。FIG. 2 is a longitudinal sectional view of FIG.

【図3】図2の3−3線に沿う拡大断面図である。FIG. 3 is an enlarged sectional view taken along line 3-3 in FIG. 2;

【図4】図2の4−4線に沿う拡大断面図である。FIG. 4 is an enlarged sectional view taken along line 4-4 in FIG. 2;

【図5】スペーサープレートを抽出して示す平面図であ
る。
FIG. 5 is a plan view showing extracted spacer plates.

【図6】ほぞピンと引き寄せボルトとの分解斜面図であ
る。
FIG. 6 is an exploded perspective view of a tenon pin and a pulling bolt.

【図7】図2に対応する変形実施形態を示す縦断面図で
ある。
FIG. 7 is a longitudinal sectional view showing a modified embodiment corresponding to FIG. 2;

【図8】固定ピンを抽出して示す斜面図である。FIG. 8 is a perspective view showing a fixing pin extracted therefrom.

【図9】図8の正面図である。FIG. 9 is a front view of FIG. 8;

【図10】図9の平面図である。FIG. 10 is a plan view of FIG. 9;

【図11】図9の右側面図である。FIG. 11 is a right side view of FIG. 9;

【図12】図9の左側面図である。FIG. 12 is a left side view of FIG. 9;

【図13】図10の13−13線断面図である。FIG. 13 is a sectional view taken along line 13-13 of FIG. 10;

【図14】図9の14−14線に沿う拡大断面図であ
る。
FIG. 14 is an enlarged sectional view taken along line 14-14 of FIG. 9;

【図15】図9の15−15線に沿う拡大断面図であ
る。
FIG. 15 is an enlarged sectional view taken along line 15-15 in FIG. 9;

【図16】回動操作工具とその嵌合アダプターを示す斜
面図である。
FIG. 16 is a perspective view showing a rotary operation tool and its fitting adapter.

【図17】固定ピンの変形実施形態を示す図8に対応す
る斜面図である。
FIG. 17 is a perspective view corresponding to FIG. 8 and showing a modified embodiment of the fixing pin.

【図18】図17の正面図である。18 is a front view of FIG.

【図19】図18の平面図である。FIG. 19 is a plan view of FIG. 18;

【図20】図2に対応する変形実施形態を示す縦断面図
である。
FIG. 20 is a longitudinal sectional view showing a modified embodiment corresponding to FIG. 2;

【図21】図2に対応する別な変形実施形態を示す縦断
面図である。
FIG. 21 is a longitudinal sectional view showing another modified embodiment corresponding to FIG. 2;

【図22】本発明の第2実施形態を示す斜面図である。FIG. 22 is a perspective view showing a second embodiment of the present invention.

【図23】図22の縦断面図である。FIG. 23 is a longitudinal sectional view of FIG. 22.

【図24】図22の24−24線に沿う拡大断面図であ
る。
FIG. 24 is an enlarged sectional view taken along line 24-24 in FIG.

【図25】図22の25−25線に沿う拡大断面図であ
る。
FIG. 25 is an enlarged sectional view taken along line 25-25 in FIG. 22;

【図26】本発明の第3実施形態を示す斜面図である。FIG. 26 is a perspective view showing a third embodiment of the present invention.

【図27】図26の縦断面図である。FIG. 27 is a longitudinal sectional view of FIG. 26;

【符号の説明】 (1)・アンカー鉄筋 (2)・袋ナット (3)・中間受け座 (4)・接地脚座 (7)・引き寄せボルト受け入れ孔 (9)・引き寄せボルト受け入れ貫通孔 (10)・引き寄せボルト (10a)・角型頭部 (10b)・ネジ軸部 (11)・ほぞピン受け入れ凹溝 (13)・胴体部 (15)・ねじ込み基端部 (17)・袋ナット (22)・アダプターボルト (22b)・ネジ軸部 (A)・固定ピン (B)・スペーサープレート (C)・基礎コンクリート (P)・ほぞピン (S)・換気スペース (X)・受け材 (Y)・垂立材 (G)・ほぞピン受け入れ凹溝の深さ (L)・ほぞピンの長さ[Explanation of symbols] (1) Anchor rebar (2) Cap nut (3) Intermediate receiving seat (4) Ground contact leg (7) Pulling bolt receiving hole (9) Pulling bolt receiving through hole (10) ) · Pulling bolt (10a) · Square head (10b) · Screw shaft (11) · Mortise pin receiving groove (13) · Body (15) · Screw-in base end (17) · Cap nut (22) ) · Adapter bolt (22b) · Screw shaft (A) · Fixing pin (B) · Spacer plate (C) · Foundation concrete (P) · Mortise pin (S) · Ventilation space (X) · Receiving material (Y)・ Standing material (G) ・ Depth of mortise pin receiving groove (L) ・ Length of mortise pin

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】ほぞピン受け入れ凹溝(11)が仕口加工
された柱や束などの垂立材(Y)と、その垂立材(Y)
のほぞピン受け入れ凹溝(11)と合致連通し得る引き
寄せボルト受け入れ貫通孔(9)が開口形成された土台
や梁、胴差、桁、大引などの受け材(X)と、その受け
材(X)の引き寄せボルト受け入れ貫通孔(9)へ差し
込み垂立される引き寄せボルト(10)と、上記垂立材
(Y)のほぞピン受け入れ凹溝(11)へ差し込み垂立
されることになるほぞピン(P)とを備え、 上記ほぞピン(P)がその垂立材(Y)の木口面から張
り出すねじ込み基端部(15)と上記引き寄せボルト
(10)のネジ軸部(10b)とを、上記受け材(X)
に開口する引き寄せボルト受け入れ貫通孔(9)内での
袋ナット(17)を介して螺合締結した上、 上記引き寄せボルト(10)を受け材(X)の外部から
回動操作して、そのネジ軸部(10b)と上記袋ナット
(17)とを締め上げることにより、上記垂立材(Y)
をその受け材(X)への引き寄せ密着状態に固定一体化
させることを特徴とする木造建築の軸組構造。
An upright member (Y) such as a pillar or a bundle having a mortise pin receiving groove (11) formed therein, and the upright material (Y).
Receiving material (X), such as a base or a beam, a trunk, a girder, a large pull, etc., having an opening formed with a drawing bolt receiving through hole (9) capable of communicating with the tenon pin receiving groove (11), and the receiving material The pulling bolt (10) inserted into the pulling bolt receiving through-hole (9) of (X) and erected, and the mortise pin receiving groove (11) of the vertical material (Y) is inserted and erected. A tenon pin (P), wherein the tenon pin (P) protrudes from the cut edge of the upright (Y) and a screwed base end (15) and a screw shaft (10b) of the pulling bolt (10). And the receiving material (X)
The pulling bolt (10) is screwed and fastened via a cap nut (17) in a pulling bolt receiving through hole (9) opening to the side, and the pulling bolt (10) is rotated from the outside of the receiving member (X). By tightening the screw shaft (10b) and the cap nut (17), the upright (Y)
Frame structure of a wooden building, characterized in that it is fixedly integrated with the receiving material (X) in a state of being brought into close contact with the receiving material (X).
【請求項2】受け材(X)を土台として、その基礎コン
クリート(C)に埋設されたアンカー鉄筋(1)の上端
部へ袋ナット(2)を溶接一体化すると共に、 上記受け材(X)を別個な断面ほぼ倒立受皿型のスペー
サープレート(B)が基礎コンクリート(C)から浮上
する中間受け座(3)に受け持たせる一方、 そのスペーサープレート(B)の中間受け座(3)から
外向きに張り出す一対の接地脚座(4)を、上記袋ナッ
ト(2)へ上方から螺入締結される取付けボルト(5)
により基礎コンクリート(C)へ押え付け固定して、上
記受け材(X)とその基礎コンクリート(C)との上下
相互間に一定の換気スペース(S)を確保し、 上記スペーサープレート(B)の中間受け座(3)に開
口形成された引き寄せボルト受け入れ孔(7)から、こ
れと合致連通する上記受け材(X)の引き寄せボルト受
け入れ貫通孔(9)へ、引き寄せボルト(10)を差し
込み垂立させて、 その引き寄せボルト(10)の径大な角型頭部(10
a)を上記換気スペース(S)から挿入する回動操作工
具によって回動操作できるように定めたことを特徴とす
る請求項1記載の木造建築の軸組構造。
2. Using a receiving material (X) as a base, a cap nut (2) is welded and integrated with an upper end portion of an anchor reinforcing bar (1) buried in the foundation concrete (C), and the receiving material (X) is formed. ) Is supported on an intermediate receiving seat (3) floating from a foundation concrete (C) by a spacer plate (B) having a substantially inverted inverted saucer-shaped cross section, and from an intermediate receiving seat (3) of the spacer plate (B). Attachment bolts (5) which are screwed into the cap nuts (2) from above with a pair of grounding leg seats (4) projecting outward.
To secure the fixed ventilation space (S) between the top and bottom of the receiving material (X) and the base concrete (C) by pressing and fixing the spacer plate (B). The pulling bolt (10) is inserted from the pulling bolt receiving hole (7) formed in the intermediate receiving seat (3) into the pulling bolt receiving through hole (9) of the receiving material (X) which is in communication therewith and inserted. The pulling bolt (10) has a large square head (10
2. The frame structure of a wooden building according to claim 1, wherein a) is set so that it can be turned by a turning operation tool inserted from the ventilation space (S).
【請求項3】ほぞピン(P)を金属パイプから垂立材
(Y)に開口するほぞピン受け入れ凹溝(11)の深さ
(G)よりも長い一定長さ(L)に作成して、その垂立
材(Y)の木口面から張り出すねじ込み基端部(15)
を、残余の上記ほぞピン受け入れ凹溝(11)に埋没す
る胴体部(13)よりも細く絞り加工すると共に、 受け材(X)の引き寄せボルト受け入れ貫通孔(9)内
において引き寄せボルト(10)のネジ軸部(10b)
と螺合締結されることになる袋ナット(17)を、上記
ほぞピン(P)のねじ込み基端部(15)へ予じめ溶接
一体化したことを特徴とする請求項1記載の木造建築の
軸組構造。
3. A tenon pin (P) is formed from the metal pipe to a fixed length (L) longer than the depth (G) of the tenon pin receiving groove (11) opening to the upright (Y). , The proximal end portion (15) of the upright (Y) that protrudes from the cut end of the wood
Is drawn smaller than the body part (13) buried in the remaining tenon pin receiving groove (11), and the drawing bolt (10) is drawn in the drawing bolt receiving through hole (9) of the receiving material (X). Screw shaft part (10b)
2. A wooden building according to claim 1, wherein the cap nut (17) to be screwed and fastened to the screwed base end (15) of the tenon pin (P) is welded and integrated in advance. Frame structure.
【請求項4】ほぞピン(P)を金属パイプから垂立材
(Y)に開口するほぞピン受け入れ凹溝(11)の深さ
(G)とほぼ対応する一定長さ(L)に作成すると共
に、その垂立材(Y)の木口面に臨む基端部を細く絞り
加工して、 そのほぞピン(P)の細い基端部へ差し込み補強状態に
溶接一体化したアダプターボルト(22)のネジ軸部
(22b)を、上記垂立材(Y)の木口面から張り出し
垂立させることにより、 受け材(X)の引き寄せボルト受け入れ貫通孔(9)内
において引き寄せボルト(10)のネジ軸部(10b)
と螺合締結されることになる別個な袋ナット(17)
を、上記アダプターボルト(22)のネジ軸部(22
b)と螺合締結させるように定めたことを特徴とする請
求項1記載の木造建築の軸組構造。
4. A tenon pin (P) is formed to have a fixed length (L) substantially corresponding to the depth (G) of a tenon pin receiving groove (11) opening from a metal pipe to a vertical member (Y). At the same time, the base end of the upright (Y) facing the groin face is finely drawn and inserted into the narrow base end of the tenon pin (P), and the adapter bolt (22) is welded and integrated in a reinforced state. The screw shaft portion (22b) is protruded from the cut end surface of the vertical member (Y) to be vertically lowered, so that the screw shaft of the pull bolt (10) is received in the pull bolt receiving through hole (9) of the receiving material (X). Part (10b)
Cap nut (17) to be screwed together with
With the screw shaft (22) of the adapter bolt (22).
The frame structure of a wooden building according to claim 1, wherein the frame structure is set so as to be screwed together with (b).
JP2001021379A 2001-01-30 2001-01-30 Frame structure of wooden building Expired - Fee Related JP3541941B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001021379A JP3541941B2 (en) 2001-01-30 2001-01-30 Frame structure of wooden building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001021379A JP3541941B2 (en) 2001-01-30 2001-01-30 Frame structure of wooden building

Publications (2)

Publication Number Publication Date
JP2002227301A true JP2002227301A (en) 2002-08-14
JP3541941B2 JP3541941B2 (en) 2004-07-14

Family

ID=18886946

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005127133A (en) * 2003-10-24 2005-05-19 Simpson Manufacturing Corp Stitching system hold-down
JP2006241729A (en) * 2005-03-01 2006-09-14 Sankei Giken:Kk Base isolating foundation structure of structure, and construction method
JP2010265685A (en) * 2009-05-15 2010-11-25 Masuda Kensetsu:Kk Joint structure of wooden framework member and joint metal and receiving metal for wooden framework construction method
JP2016199978A (en) * 2015-04-14 2016-12-01 三重重工業株式会社 Collision buffer
JP2021156074A (en) * 2020-03-27 2021-10-07 株式会社ストローグ Column base hardware
JP7432247B2 (en) 2021-05-01 2024-02-16 株式会社ストローグ Connector

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005127133A (en) * 2003-10-24 2005-05-19 Simpson Manufacturing Corp Stitching system hold-down
JP2006241729A (en) * 2005-03-01 2006-09-14 Sankei Giken:Kk Base isolating foundation structure of structure, and construction method
JP4546290B2 (en) * 2005-03-01 2010-09-15 株式会社サンケイ技研 Base isolation structure and construction method for structures
JP2010265685A (en) * 2009-05-15 2010-11-25 Masuda Kensetsu:Kk Joint structure of wooden framework member and joint metal and receiving metal for wooden framework construction method
JP2016199978A (en) * 2015-04-14 2016-12-01 三重重工業株式会社 Collision buffer
JP2021156074A (en) * 2020-03-27 2021-10-07 株式会社ストローグ Column base hardware
JP7228259B2 (en) 2020-03-27 2023-02-24 株式会社ストローグ Column base hardware
JP7432247B2 (en) 2021-05-01 2024-02-16 株式会社ストローグ Connector

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