JP2000192550A - Joining metal fitting and joining part structure of framework member - Google Patents

Joining metal fitting and joining part structure of framework member

Info

Publication number
JP2000192550A
JP2000192550A JP37414398A JP37414398A JP2000192550A JP 2000192550 A JP2000192550 A JP 2000192550A JP 37414398 A JP37414398 A JP 37414398A JP 37414398 A JP37414398 A JP 37414398A JP 2000192550 A JP2000192550 A JP 2000192550A
Authority
JP
Japan
Prior art keywords
hole
female screw
bolt
screw hole
joint
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP37414398A
Other languages
Japanese (ja)
Inventor
Mikiya Takamasu
幹弥 高増
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.)
Sumitomo Forestry Co Ltd
Original Assignee
Sumitomo Forestry Co Ltd
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 Sumitomo Forestry Co Ltd filed Critical Sumitomo Forestry Co Ltd
Priority to JP37414398A priority Critical patent/JP2000192550A/en
Publication of JP2000192550A publication Critical patent/JP2000192550A/en
Pending legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a joining metal fitting and a joining part structure of a framework member capable of restraining looseness and rattling of a joining part by reducing influence by material width directional deformation of the framework member. SOLUTION: A joining metal fitting 10 is used for joining/reinforcing these framework members in a place for crossing/joining the framework members 11, 12 of a wooden building, and is composed of a columnar nut 17 for forming a female screw hole 116 in a side surface, a steel bar 20 having on one end a head part 19 having a bolt inserting hole 18 and a bolt member 21 having a male screw part 21 threadedly engaging with a female screw hole 16 of the columnar nut 17. The columnar nut 17 is embedded/arranged in the crossed/ joined one framework member 1, the steel bar 20 is fixed to the other framework member 12 in a state of projecting the head part 19, and the bolt member 21 is threadedly engaged/fastened by being inserted into the female screw hole 16 of the columnar nut 17 from the bolt inserting hole 18 of the head part 19 to join/reinforce the crossed/joined framework members 11, 12.

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、軸組部材の接合金
物及び接合部構造、及びこれらに用いる取付金物構造に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a metal joint and a joint structure of a framed member, and a metal joint structure used for the joint metal and the joint.

【0002】[0002]

【従来の技術及び発明が解決しようとする課題】例えば
木造建築物は、柱、梁、桁、筋違等の軸組部材に壁部材
等の二次部材を取り付けて形成されることになるが、こ
れらの軸組部材は、一般に各種の仕口を介して接合一体
化され、強固な骨組構造となるように組み立てられる。
2. Description of the Related Art For example, a wooden building is formed by attaching a secondary member such as a wall member to a frame member such as a pillar, a beam, a girder, or a bracing. These frame members are generally joined and integrated via various connections, and are assembled to have a strong frame structure.

【0003】また、これらの軸組部材の接合部は、より
強固な接合構造を得るべく、各種の補強金物を用いて補
強することが好ましく、かかる補強金物により接合部を
補強する方法としては、一般に、図5に示すような羽子
板ボルト50を使用したものが知られている。
In order to obtain a stronger joint structure, the joints of these frame members are preferably reinforced by using various types of reinforcing hardware. The method of reinforcing the joints with such reinforcing hardware is as follows. Generally, there is known one using a vane plate bolt 50 as shown in FIG.

【0004】この羽子板ボルト50を用いた接合部の補
強構造は、例えば仕口59を介して十字に交差接合され
る主梁51と横架材52との接合部を連結補強するもの
である。すなわちこの補強構造は、横架材52の側面に
羽子板ボルト50の羽子板部53を当接させ、羽子板ボ
ルト50のロッド部54は、主梁51を貫通させて、そ
の先端雄ネジ部55を座金及びナット60を介して反対
側の側面に締結する。横架材52の側面に当接する羽子
板部53には、ボルト孔56が形成されていて、このボ
ルト孔56を介して横架材52を貫通するボルト部材5
7を配置し、これの先端雄ネジ部58を座金及びナット
61を介して反対側の側面に締結する。そして、羽子板
ボルト50及びボルト部材57をナット60,61を介
して締め上げることにより、横架材52と主梁51との
仕口59による接合部を補強する。
[0004] The joint reinforcement structure using the blade bolts 50 is for connecting and reinforcing the joint between the main beam 51 and the horizontal member 52 that are cross-joined, for example, via a connection 59. That is, in this reinforcing structure, the blade portion 53 of the blade bolt 50 is brought into contact with the side surface of the horizontal member 52, the rod portion 54 of the blade bolt 50 is made to penetrate the main beam 51, and the male screw portion 55 at the tip is washered. And a nut 60 on the opposite side. A bolt hole 56 is formed in the blade plate portion 53 abutting on the side surface of the horizontal member 52, and the bolt member 5 penetrating through the horizontal member 52 through the bolt hole 56.
7 and the male screw portion 58 at the end thereof is fastened to the opposite side surface via a washer and a nut 61. Then, by tightening the blade plate bolt 50 and the bolt member 57 via the nuts 60 and 61, the joint portion between the horizontal member 52 and the main beam 51 at the connection 59 is reinforced.

【0005】しかしながら、羽子板部53のボルト孔5
6に挿通して横架材52に締結されるボルト部材57
は、相当の幅を有する横架材52を貫通してその両端が
横架材52の各側面に締結固定されるので、乾燥収縮等
による横架材52の材幅方向の寸法変化の影響を受けや
すい。すなわち、乾燥収縮等によって横架材52が材幅
方向に収縮すると、その収縮率に応じた収縮量の影響を
受けることになるが、ボルト部材57は横架材52の全
幅を締め上げているので、部材幅に収縮率を乗じて得ら
れる収縮量が大きくなって締結効果が低下し、ボルト部
材57のゆるみや接合部のがたつきを生じることにな
る。
[0005] However, the bolt holes 5
Bolt member 57 which is inserted into the bolt 6 and fastened to the horizontal member 52
Since both ends of the horizontal member 52 are fastened and fixed to the respective side surfaces of the horizontal member 52 through the horizontal member 52 having a considerable width, the influence of the dimensional change of the horizontal member 52 in the width direction due to drying shrinkage or the like can be considered. Easy to receive. That is, when the horizontal member 52 contracts in the width direction due to drying shrinkage or the like, the contraction amount is affected by the contraction rate, but the bolt member 57 tightens the entire width of the horizontal member 52. Therefore, the amount of shrinkage obtained by multiplying the member width by the shrinkage ratio becomes large, the fastening effect is reduced, and loosening of the bolt member 57 and rattling of the joint are caused.

【0006】また、横架材52の羽子板部53が設けら
れた側面と反対側の側面には、ボルト部材57の先端雄
ネジ部58及びこれを固定するためのワッシャやナット
61が突出するため、これに横架材52に二次部材を取
り付ける際の納まりが悪くなる。
On the side of the horizontal member 52 opposite to the side where the blade plate portion 53 is provided, a male screw portion 58 at the tip of a bolt member 57 and a washer or nut 61 for fixing the same are projected. However, the fitting when attaching the secondary member to the horizontal member 52 becomes poor.

【0007】一方、羽子板ボルト50のロッド部54
は、主梁51に予め加工形成された貫通孔62に挿通さ
れるが、この貫通孔62はロッド部54を配置し易いよ
うにこれの径よりも大きな内径で形成されているため、
この遊びの影響で接合部にがたつきが生じる場合があ
る。
On the other hand, the rod portion 54 of the blade bolt 50
Is inserted through a through-hole 62 formed in advance in the main beam 51. Since the through-hole 62 is formed with an inner diameter larger than the diameter of the rod portion 54 so that the rod portion 54 can be easily arranged.
The play may cause rattling at the joint.

【0008】さらに、かかる羽子板ボルト50を用いた
補強構造によれば、補強箇所ー箇所当たりに使用する部
品として、羽子板ボルトを1つ、ナットを2つ、ボルト
部材を1つ、座金が2つ必要となって、部品点数が多く
なるため、取り付け作業に時間がかかると共に、特に高
所作業となる場合には、部品を誤って落下させないよう
に特別の注意を要するなど作業がやりにくい。又ボルト
ナット部がゆるみやすい欠点がある。
Further, according to the reinforcing structure using the blade plate bolt 50, one blade plate bolt, two nuts, one bolt member, and two washers are used as reinforcing parts per part. Since it becomes necessary and the number of parts increases, it takes a long time to perform the mounting work, and particularly when working at a high place, it is difficult to perform the work, for example, special attention is required so as not to accidentally drop the parts. There is also a disadvantage that the bolt and nut are easily loosened.

【0009】本発明は、軸組部材の材幅方向の変形によ
る影響を少なくして接合部のゆるみやがたつきを回避で
きると共に、二次部材を取り付ける際の納まりを向上さ
せた軸組部材の接合金物及び接合部構造、及びこれらに
用いる取付金物構造を提供することを目的とする。
According to the present invention, there is provided a shaft assembly member in which the influence of deformation of the shaft assembly member in the width direction can be reduced to prevent loosening and rattling of a joint portion, and that the fitting at the time of mounting a secondary member is improved. It is an object of the present invention to provide a metal joint and a joint structure of the above, and a mounting metal structure used therefor.

【0010】また、本発明は、接合部の遊びを無くてし
がたつきを回避することのできる軸組部材の接合金物及
び接合部構造を提供することを目的とする。
Another object of the present invention is to provide a metal joint and a joint structure of a framed member that can eliminate play at the joint and avoid rattling.

【0011】さらに、本発明は、部品点数を低減して、
作業の容易化、迅速化を図ることのできる軸組部材の接
合金物及び接合部構造を提供することを目的とする。
Further, the present invention reduces the number of parts,
An object of the present invention is to provide a metal joint and a joint structure of a frame member that can facilitate and speed up work.

【0012】[0012]

【課題を解決するための手段】本発明は、木造建築物の
軸組部材が交差接合される箇所において、これらの軸組
部材を接合補強するために用いる接合金物であって、側
面に雌ネジ孔が形成された柱状ナットと、ボルト挿通孔
を有する頭部をその一端に備えた鋼棒と、上記柱状ナッ
トの雌ネジ孔と螺合する雄ネジ部を有するボルト部材と
からなり、上記柱状ナットを、交差接合される一方の軸
組部材に埋設設置すると共に、上記鋼棒を、上記頭部を
突出させた状態で他方の軸組部材に固定し、且つ上記ボ
ルト部材を、上記頭部のボルト挿通孔から上記柱状ナッ
トの雌ネジ孔に挿通して螺合締結することにより、交差
接合される軸組部材を接合補強することを特徴とする軸
組部材の接合金物を提供することにより、上記目的を達
成したものである(請求項1記載の発明)。
SUMMARY OF THE INVENTION The present invention relates to a metal joint used to reinforce a framed member at a place where the framed members of a wooden building are cross-joined. A pillar-shaped nut having a hole, a steel rod having a head having a bolt insertion hole at one end thereof, and a bolt member having a male screw portion screwed into a female screw hole of the pillar-shaped nut; A nut is embedded and installed in one of the cross-jointed frame members, the steel rod is fixed to the other frame member with the head protruding, and the bolt member is fixed to the head member. By inserting the bolt into the female screw hole of the columnar nut from the bolt insertion hole and screwing it together, the joint metal member of the shaft assembly member is characterized in that the joint member is cross-joined and reinforced. Has achieved the above purpose The invention of claim 1 wherein).

【0013】本発明の軸組部材の接合金物は、上記鋼棒
を、上記他方の軸組部材の側面に開口する打ち込み孔に
打ち込まれて固定される打ち込み鋼棒とすることが好ま
しい(請求項2記載の発明)。
[0013] In the metal joint for a frame member according to the present invention, it is preferable that the steel rod is a driven steel rod that is fixed by being driven into a driving hole opened on a side surface of the other frame member. 2).

【0014】また、本発明は、軸組部材の仕口による接
合部を補強して上記各接合金物が取り付けられることを
特徴とする軸組部材の接合部構造を提供することによ
り、上記目的を達成したものである(請求項3記載の発
明)。
Further, the present invention provides the joint structure of a frame member, in which the joints of the frame members are reinforced by the joints of the joint members and the above-mentioned metal joints are attached. This has been achieved (the invention according to claim 3).

【0015】さらに、本発明は、側面に雌ネジ孔が形成
された柱状ナットを、木製部材の外周面に開口形成され
たボルト挿入孔にその雌ネジ孔を合致させて、当該木製
部材の外周面に開口形成された埋込み孔に埋設設置し、
被固定金具を上記ボルト挿入孔に挿通し、上記雌ネジ孔
に螺合締結して固定することを特徴とする取付金物構造
を提供することにより、上記目的を達成したものである
(請求項4記載の発明)。
Further, according to the present invention, a column-shaped nut having a female screw hole formed on a side surface is aligned with a bolt insertion hole formed on the outer peripheral surface of the wooden member so that the female screw hole is aligned with the outer peripheral surface of the wooden member. Buried in the buried hole formed in the surface,
The above object has been achieved by providing a mounting hardware structure in which a fixture to be fixed is inserted into the bolt insertion hole, and is screwed and fastened to the female screw hole to be fixed. Described invention).

【0016】本発明の取付金物構造は、上記柱状ナット
が円形断面を有すると共に、その一端面にドライバー係
止溝を備え、上記埋込み孔に柱状ナットを埋設設置た
後、ドライバー手段を用いて上記柱状ナットを回動する
ことにより、上記雌ネジ孔を上記ボルト挿入孔に合致さ
せるようにすることが好ましい(請求項5記載の発
明)。
In the mounting hardware structure of the present invention, the columnar nut has a circular cross section, a driver locking groove is provided on one end surface thereof, and the columnar nut is buried in the embedding hole. It is preferable that the female screw hole be aligned with the bolt insertion hole by rotating the column nut (the invention according to claim 5).

【0017】本発明の取付金物構造は、上記柱状ナット
が、楕円断面、矩形断面等の非円形断面を有し、該柱状
ナットの断面と同じ断面形状を有する上記埋込み孔に柱
状ナットを嵌合して埋設設置することにより、上記埋込
み孔に案内させて上記雌ネジ孔を上記ボルト挿入孔に合
致させるようにすることもできる。
In the mounting hardware structure according to the present invention, the column nut has a non-circular cross section such as an elliptical cross section or a rectangular cross section, and the column nut is fitted into the embedding hole having the same cross section as the cross section of the column nut. By burying the female screw hole, the female screw hole can be guided by the embedding hole so that the female screw hole matches the bolt insertion hole.

【0018】[0018]

【発明の実施の形態】本発明の好ましい実施形態を図面
を参照しつつ詳細に説明する。本実施形態に係る接合金
物10は、図1及び図2に示すように、例えば木製の軸
組部材である主梁11に対して、同じく木製の軸組部材
である横架材12を、直交方向に交差させるようにして
接合する際に、この接合部を接合補強するために用いら
れる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of the present invention will be described in detail with reference to the drawings. As shown in FIG. 1 and FIG. 2, the metal joint 10 according to the present embodiment is configured such that a horizontal beam 12, which is also a wooden frame member, is orthogonally attached to a main beam 11, which is a wooden frame member, for example. It is used to join and reinforce this joint when joining so as to intersect in the direction.

【0019】接合部は、主梁11の側面に切り欠き加工
した鳩尾状の断面部分を備える蟻掛け溝13に、横架材
12の先端に突出加工した鳩尾状の断面部分を備える蟻
掛け突起14を嵌合して形成される仕口による接合部で
あって、この仕口による接合部を本実施形態の接合金物
10を用いて補強して、強固な接合部構造15が構成さ
れる(図2参照)。なお、かかる仕口加工は、プレカッ
ト加工の他、手加工によって行われるものであっても良
い。
The joint portion is provided with a dovetail groove 13 having a dovetail-shaped cross-section partly notched on the side surface of the main beam 11 and a dovetail projection having a dovetail-shaped cross-section part protruded from the tip of the horizontal member 12. The joints formed by fitting the joints 14 are reinforced by using the joint hardware 10 of the present embodiment to form a strong joint structure 15 (see FIG. 2). (See FIG. 2). In addition, this connection processing may be performed by hand processing in addition to the pre-cut processing.

【0020】本実施形態の接合金物10は、側面に雌ネ
ジ孔16が形成された柱状ナット17と、ボルト挿通孔
18を有する頭部19をその一端に備えた固定用頭部付
鋼棒20と、柱状ナット17の雌ネジ孔16と螺合する
雄ネジ部21を有するボルト部材22とによって構成さ
れる。
The metal joint 10 of this embodiment has a columnar nut 17 having a female screw hole 16 formed on a side surface thereof, and a head rod 19 having a head 19 having a bolt insertion hole 18 at one end thereof. And a bolt member 22 having a male screw portion 21 screwed into the female screw hole 16 of the columnar nut 17.

【0021】柱状ナット17は、円形断面を有する例え
ばφ24mm程度の丸鋼を80mm程度の長さに切断し
て形成される円柱状の部材であって、その側面には断面
の径方向に延長して貫通する、呼び径12mm程度の雌
ネジ孔16が穿孔形成されている。この柱状ナット17
は、主梁11の予め設計された上面中央所定位置に開口
形成された、φ24mm程度の埋込み孔23に打ち込ん
で埋設設置される。
The columnar nut 17 is a columnar member formed by cutting a round steel having a circular cross section of, for example, about 24 mm and having a length of about 80 mm, and has a side surface extending in the radial direction of the cross section. A female screw hole 16 having a nominal diameter of about 12 mm is formed. This columnar nut 17
Is buried and installed in a buried hole 23 having a diameter of about 24 mm formed at a predetermined position in the center of the upper surface of the main beam 11 designed in advance.

【0022】雌ネジ孔16は、柱状ナット17の図1に
おける下端部寄りに形成されていて、柱状ナット17が
主梁11に埋設設置された際に、埋込み孔23と垂直に
交差して主梁11の両側面間に予め貫通形成されたφ1
2.5mm程度のボルト挿入孔24とその高さ方向の位
置が合致するようになっている。また、例えば柱状ナッ
ト17の上端面に位置合わせ用の案内線30(図3参
照)を描いておき、この案内線30を主梁11の上面に
おける埋込み孔23の開口縁部に設けた目印に位置合わ
せすることにより、柱状ナット17の埋込み孔23内に
おける周方向の位置を調整して、雌ネジ孔16とボルト
挿入孔24とを合致させ、これらが一直線上に連続する
ようにする。このようにしてその位置を調整された柱状
ナット17によって、被固定金具であるボルト部材22
をボルト挿入孔24に挿通し、これの雄ねじ部21を螺
合締結して固定するための、本発明の取付金物構造が設
けられることになる。
The female screw hole 16 is formed near the lower end of the column nut 17 in FIG. 1, and when the column nut 17 is buried in the main beam 11, the female screw hole 16 vertically intersects with the embedding hole 23 and becomes main. Φ1 previously formed between both sides of the beam 11
The position of the bolt insertion hole 24 of about 2.5 mm and the position in the height direction coincide with each other. Further, for example, a guide line 30 (see FIG. 3) for positioning is drawn on the upper end surface of the columnar nut 17, and this guide line 30 is attached to a mark provided at the opening edge of the embedding hole 23 on the upper surface of the main beam 11. By adjusting the position, the circumferential position of the columnar nut 17 in the embedding hole 23 is adjusted so that the female screw hole 16 and the bolt insertion hole 24 coincide with each other, so that these are continuous on a straight line. The columnar nut 17 whose position has been adjusted in this manner allows the bolt member 22 which is a fixture to be fixed.
Is inserted into the bolt insertion hole 24, and the male screw portion 21 is screwed and fastened to fix the male screw portion 21 of the present invention.

【0023】ここで、柱状ナット17の上端面に、図3
に示すような例えばマイナス形状のドライバー係止溝2
5を設けておき、埋込み孔23に柱状ナット17を埋設
設置た後、ドライバーや硬貨等を用いて柱状ナット17
を回動することにより、上記雌ネジ孔16をボルト挿入
孔24に合致させる作業を容易に行うことができる。
Here, the upper end surface of the column nut 17 is shown in FIG.
For example, a driver locking groove 2 having a minus shape as shown in FIG.
5 is provided, and the column nut 17 is buried and installed in the embedding hole 23. Then, the column nut 17 is
By rotating, the operation of matching the female screw hole 16 with the bolt insertion hole 24 can be easily performed.

【0024】また、図4に示すように、柱状ナット17
の断面形状を非円形断面である例えば楕円断面とすると
共に、埋込み孔23を同様の断面形状となるように形成
し、この埋込み孔23に柱状ナット17を嵌合して埋設
設置することにより、埋込み孔23に案内させつつ柱状
ナット17の雌ネジ孔16をボルト挿入孔24に合致さ
せて、本発明の取付金物構造とすることもできる。
Further, as shown in FIG.
The cross-sectional shape is a non-circular cross-section, for example, an elliptical cross-section, and the embedding hole 23 is formed so as to have the same cross-sectional shape. The female screw hole 16 of the columnar nut 17 can be aligned with the bolt insertion hole 24 while being guided by the embedding hole 23, and the mounting hardware structure of the present invention can be obtained.

【0025】固定用頭部付鋼棒20は、例えばφ16m
m程度の丸鋼からなる125mm程度の長さの軸部26
の一端に、矩形状に加工された平坦な頭部19を備える
もので、この頭部19は、ボルト部材22が挿通される
φ13mm程度のボルト挿通孔18を備える。
The steel rod 20 with a fixing head is, for example, φ16 m
Shaft 26 with a length of about 125 mm made of round steel of about m
Has a flat head 19 processed into a rectangular shape at one end thereof, and the head 19 has a bolt insertion hole 18 of about 13 mm in which a bolt member 22 is inserted.

【0026】この固定用頭部付鋼棒20は、主梁11に
接合される横架材12の両側面間に当該側面と垂直な方
向に延長して予め貫通形成されたφ16mm程度の打ち
込み孔28に、その軸部26がドリフトピン形式で打ち
込まれて、打ち込み孔28内における遊びが無い状態
で、かつその頭部19を側面から突出させた状態で固定
される。また、打ち込み孔28は、主梁11と横架材1
2とが接合された状態において横架材12に形成された
ボルト挿入孔24とその高さ方向の位置が合致するよう
に形成されている。したがって打ち込み後における頭部
19が主梁11と平行に突出配置されると、そのボルト
挿通孔18が、主梁11に設けたボルト挿入孔24、及
び柱状ナット17の雌ネジ孔16の延長線上に配設され
ることになる。
The steel rod 20 with a fixing head is formed between a pair of side surfaces of the horizontal member 12 joined to the main beam 11 and extends in a direction perpendicular to the side surface and is formed with a punching hole of about φ16 mm in advance. The shaft 26 is driven into the shaft 28 in the form of a drift pin, and is fixed without play in the driving hole 28 and with the head 19 protruding from the side surface. The driving hole 28 is provided between the main beam 11 and the horizontal member 1.
The bolt insertion hole 24 formed in the horizontal member 12 and the position in the height direction thereof are formed so that the bolt insertion hole 24 is formed in a state where the two are joined. Therefore, when the head 19 after the driving is projected and arranged in parallel with the main beam 11, the bolt insertion hole 18 is aligned with the bolt insertion hole 24 provided in the main beam 11 and the extension of the female screw hole 16 of the column nut 17. It will be arranged in.

【0027】ボルト部材22は、呼び径が12mm程度
の雄ネジ部21を備え、首下の長さが約230mm、先
端雄ネジ部21の長さが約70mmの鋼棒あって、雄ネ
ジ部21と反対側の端部には、6角形断面のボルト頭部
29が設けられている。
The bolt member 22 is provided with a male thread 21 having a nominal diameter of about 12 mm, a steel rod having a length under the neck of about 230 mm and a length of the distal male thread 21 of about 70 mm. A bolt head 29 having a hexagonal cross section is provided at an end opposite to 21.

【0028】このボルト部材22は、一直線上に連なる
柱状ナット17の雌ネジ孔16、ボルト挿入孔24及び
ボルト挿通孔18に対して、ボルト挿通孔18側からボ
ルト部材22の雄ネジ部21を挿通してゆき、雌ネジ孔
16に螺合締結することによって、柱状ナット17と、
固定用頭部付鋼棒20と、ボルト部材22とが一体とな
った本実施形態の接合金物10が、主梁11と横架材1
2との接合部に取り付けられることになる。
The bolt member 22 has a male screw portion 21 of the bolt member 22 from the bolt insertion hole 18 side with respect to the female screw hole 16, the bolt insertion hole 24, and the bolt insertion hole 18 of the columnar nut 17 which are linearly connected. By inserting and screwing into the female screw hole 16,
The metal joint 10 of this embodiment, in which the steel rod 20 with the head for fixing and the bolt member 22 are integrated, is composed of the main beam 11 and the horizontal member 1.
2 will be attached to the joint.

【0029】そして、ボルト頭部29を回動してボルト
部材22をさらに締め上げて行くことによって、固定用
頭部付鋼棒20を介して横架材12が主梁11側にさら
に引き寄せられ、密着する力が付与されることによっ
て、仕口による主梁11と横架材12との接合部を効果
的に補強することになる。
Then, by rotating the bolt head 29 to further tighten the bolt member 22, the horizontal member 12 is further drawn to the main beam 11 side via the steel bar 20 with a fixing head. By applying a close contact force, the joint between the main beam 11 and the horizontal member 12 at the connection is effectively reinforced.

【0030】本実施形態によれば、ボルト部材22が締
結される柱状ナット17が、主梁11の略中央に埋設設
置されるので、ボルト部材22によって締め上げられる
主梁11の材幅方向の長さを主梁11の幅の半分よりも
小さくすることができる。したがって、主梁11に材幅
方向の収縮が生じても、この半分の幅に収縮率を乗じて
得られる収縮量は、全幅に対する収縮量よりも遙かに少
なくなるので、主梁11の材幅方向の変形による影響を
小さくして、接合部のゆるみやがたつきを抑制すること
が可能になる。
According to the present embodiment, since the columnar nut 17 to which the bolt member 22 is fastened is buried and installed substantially at the center of the main beam 11, the main beam 11 fastened by the bolt member 22 in the width direction of the main beam 11 is installed. The length can be smaller than half the width of the main beam 11. Therefore, even if the main beam 11 contracts in the material width direction, the contraction amount obtained by multiplying the half width by the contraction rate is much smaller than the contraction amount for the entire width. It is possible to reduce the influence of the deformation in the width direction and suppress the loosening and rattling of the joint.

【0031】また、ボルト部材22は、主梁11の略中
央において雌ネジ孔16に螺合締結され、その雄ネジ部
21を主梁11の反対側の側面に突出させないので、当
該側面に二次部材を取り付ける際の納まりを向上させる
ことが可能になる。
The bolt member 22 is screwed into the female screw hole 16 at substantially the center of the main beam 11 and its male screw portion 21 is not projected to the side opposite to the main beam 11. It is possible to improve the fit when attaching the next member.

【0032】さらに、本実施形態によれば、柱状ナット
17、及び固定用頭部付鋼棒20の軸部26は、同様の
内径を有す埋込み孔23や打ち込み孔28に打ち込まれ
て、これらの内部において遊びのない状態で固定される
ので、接合部の遊びによるがたつきを効果的に抑制する
ことが可能になる。
Further, according to the present embodiment, the columnar nut 17 and the shaft portion 26 of the steel rod 20 with a fixing head are driven into the embedding holes 23 and the driving holes 28 having the same inner diameter. Is fixed without play in the inside thereof, so that it is possible to effectively suppress rattling due to play of the joint.

【0033】さらにまた、本実施形態によれば、柱状ナ
ット17と、固定用頭部付鋼棒20と、ボルト部材22
とからなる3個の部品によって接合金物10が構成され
るので、部品点数が少なく、したがって作業の容易化、
迅速化を図ることが可能になる。
Furthermore, according to the present embodiment, the columnar nut 17, the steel rod 20 with a fixing head, and the bolt member 22
Since the metal joint 10 is constituted by the three parts consisting of:
Speeding up is possible.

【0034】なお、本発明は上記実施形態に限定される
ことなく種々の変更が可能である。例えば、本発明の接
合金物は、鋼棒として、打ち込み可能な丸鋼を用いる必
要は必ずしもなく、雄ネジを形成したボルト状の鋼棒
を、軸組部材の側面に締結固定して用いることもでき
る。また、本発明は、水平方向に設置される軸組部材の
みならず、鉛直方向や斜め方向に設置される軸組部材の
接合部にも採用することができる。さらに、本発明の取
付金物構造は、軸組部材を接合補強する場合のみなら
ず、その他の種々の木造建築物の構造において、被固定
金具を螺合締結すべく採用することができる。
It should be noted that the present invention is not limited to the above embodiment, and various changes can be made. For example, the metal joint of the present invention does not necessarily need to use a hammerable round steel as a steel rod, and may use a bolt-shaped steel rod formed with an external thread by fastening and fixing it to the side surface of the frame member. it can. In addition, the present invention can be applied not only to a frame member installed in a horizontal direction but also to a joint portion of a frame member installed in a vertical direction or an oblique direction. Furthermore, the mounting hardware structure of the present invention can be employed not only in the case of joining and reinforcing the frame members, but also in other various types of wooden building structures in order to screw-fasten the metal fittings.

【0035】[0035]

【発明の効果】以上の詳細に説明したように、本発明に
よれば、軸組部材の材幅方向の変形による影響を少なく
して接合部分のゆるみやがたつきを抑制できると共に、
二次部材を取り付ける際の納まりを向上さることができ
る。また、本発明の接合金物及び接合部構造は、接合部
の遊びによるがたつきを効果的に抑制することができる
と共に、部品点数を低減して、作業の容易化、迅速化を
図ることができる。
As described above in detail, according to the present invention, the influence of the deformation of the frame member in the width direction can be reduced, and the loosening and rattling of the joint can be suppressed.
The fit when attaching the secondary member can be improved. In addition, the metal joint and the joint structure of the present invention can effectively suppress the play due to the play of the joint, reduce the number of parts, and facilitate and speed up the work. it can.

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

【図1】本発明の一実施形態に係る接合金物及び接合部
構造の分解斜視図である。
FIG. 1 is an exploded perspective view of a metal joint and a joint structure according to an embodiment of the present invention.

【図2】本発明の一実施形態に係る接合金物を用いた接
合部構造の斜視図である。
FIG. 2 is a perspective view of a joint structure using a joint hardware according to one embodiment of the present invention.

【図3】柱状ナットの一例を示す上面図である。FIG. 3 is a top view showing an example of a column nut.

【図4】柱状ナットの他の一例を示す、雌ネジ孔の形成
部分の横断面図である。
FIG. 4 is a cross-sectional view showing another example of a column nut, in which a female screw hole is formed.

【図5】従来の羽子板ボルトを用いた接合部の補強構造
を示す斜視図である。
FIG. 5 is a perspective view showing a reinforcement structure of a joint using a conventional blade bolt.

【符号の説明】[Explanation of symbols]

10 接合金物 11 主梁(軸組部材) 12 横架材(軸組部材) 13 蟻掛け溝(仕口) 14 蟻掛け突起(仕口) 15 接合部構造 16 雌ネジ孔 17 柱状ナット 18 ボルト挿通孔 19 頭部 20 固定用頭部付鋼棒 21 雄ネジ部 22 ボルト部材 23 埋込み孔 24 ボルト挿入孔 25 ドライバー係止溝 26 軸部 28 打ち込み孔 Reference Signs List 10 joining hardware 11 main beam (frame assembly member) 12 horizontal member (frame assembly member) 13 dovetail groove (joint) 14 dovetail projection (joint) 15 joint structure 16 female screw hole 17 columnar nut 18 bolt insertion Hole 19 Head 20 Steel rod with fixing head 21 Male screw part 22 Bolt member 23 Embedding hole 24 Bolt insertion hole 25 Driver locking groove 26 Shaft part 28 Driving hole

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 木造建築物の軸組部材が交差接合される
箇所において、これらの軸組部材を接合補強するために
用いる接合金物であって、 側面に雌ネジ孔が形成された柱状ナットと、ボルト挿通
孔を有する頭部をその一端に備えた鋼棒と、上記柱状ナ
ットの雌ネジ孔と螺合する雄ネジ部を有するボルト部材
とからなり、 上記柱状ナットを、交差接合される一方の軸組部材に埋
設設置すると共に、上記鋼棒を、上記頭部を突出させた
状態で他方の軸組部材に固定し、且つ上記ボルト部材
を、上記頭部のボルト挿通孔から上記柱状ナットの雌ネ
ジ孔に挿通して螺合締結することにより、交差接合され
る軸組部材を接合補強することを特徴とする軸組部材の
接合金物。
Claims: 1. A joint hardware used for joining and reinforcing frame members of a wooden building at positions where the frame members are cross-joined, comprising: a column-shaped nut having a female screw hole formed on a side surface; A steel rod having a head having a bolt insertion hole at one end thereof, and a bolt member having a male screw portion screwed into the female screw hole of the columnar nut. The steel rod is fixed to the other frame member with the head protruding, and the bolt member is inserted through the bolt insertion hole of the head member into the columnar nut. Characterized by joining and reinforcing a cross-jointed frame member by inserting the female member into the female screw hole and screw-fastening the same.
【請求項2】 上記鋼棒が、上記他方の軸組部材の側面
に開口する打ち込み孔に打ち込まれて固定される打ち込
み鋼棒であることを特徴とする請求項1記載の軸組部材
の接合金物。
2. The joint according to claim 1, wherein the steel rod is a driven steel rod that is driven into and fixed to a driving hole that opens in a side surface of the other frame member. hardware.
【請求項3】 軸組部材の仕口による接合部を補強して
上記請求項1又は2に記載の接合金物が取り付けられる
ことを特徴とする軸組部材の接合部構造。
3. A joint structure of a frame member to which the joint metal according to claim 1 is attached by reinforcing a joint portion of the frame member by a connection.
【請求項4】 側面に雌ネジ孔が形成された柱状ナット
を、木製部材の外周面に開口形成されたボルト挿入孔に
その雌ネジ孔を合致させて、当該木製部材の外周面に開
口形成された埋込み孔に埋設設置し、被固定金具を上記
ボルト挿入孔に挿通し、上記雌ネジ孔に螺合締結して固
定することを特徴とする取付金物構造。
4. A column-shaped nut having a female screw hole formed on a side surface thereof, wherein the female screw hole is aligned with a bolt insertion hole formed on the outer peripheral surface of the wooden member, and an opening is formed on the outer peripheral surface of the wooden member. A mounting structure, wherein the mounting bracket is buried and installed in the formed mounting hole, the fitting to be fixed is inserted through the bolt insertion hole, and screwed and fastened to the female screw hole.
【請求項5】 上記柱状ナットが円形断面を有すると共
に、その一端面にドライバー係止溝を備え、上記埋込み
孔に柱状ナットを埋設設置た後、ドライバー手段を用い
て上記柱状ナットを回動することにより、上記雌ネジ孔
を上記ボルト挿入孔に合致させることを特徴とする請求
項4記載の取付金物構造。
5. The column-shaped nut has a circular cross-section, is provided with a driver locking groove on one end surface thereof, and after the column-shaped nut is buried and installed in the embedding hole, the column-shaped nut is rotated using a driver means. The mounting hardware structure according to claim 4, wherein the female screw hole is aligned with the bolt insertion hole.
【請求項6】 上記柱状ナットが、楕円断面、矩形断面
等の非円形断面を有し、該柱状ナットの断面と同じ断面
形状を有する上記埋込み孔に柱状ナットを嵌合して埋設
設置することにより、上記埋込み孔に案内させて上記雌
ネジ孔を上記ボルト挿入孔に合致させることを特徴とす
る請求項4記載の取付金物構造。
6. The column-shaped nut has a non-circular cross-section such as an elliptical cross-section or a rectangular cross-section, and the column-shaped nut is fitted into the embedding hole having the same cross-sectional shape as the cross-section of the column-shaped nut. The mounting hardware structure according to claim 4, wherein the female screw hole is guided by the embedding hole so as to match the bolt insertion hole.
JP37414398A 1998-12-28 1998-12-28 Joining metal fitting and joining part structure of framework member Pending JP2000192550A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP37414398A JP2000192550A (en) 1998-12-28 1998-12-28 Joining metal fitting and joining part structure of framework member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP37414398A JP2000192550A (en) 1998-12-28 1998-12-28 Joining metal fitting and joining part structure of framework member

Publications (1)

Publication Number Publication Date
JP2000192550A true JP2000192550A (en) 2000-07-11

Family

ID=18503337

Family Applications (1)

Application Number Title Priority Date Filing Date
JP37414398A Pending JP2000192550A (en) 1998-12-28 1998-12-28 Joining metal fitting and joining part structure of framework member

Country Status (1)

Country Link
JP (1) JP2000192550A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009263978A (en) * 2008-04-24 2009-11-12 Miyagawa Koki Co Ltd Structure for joining column material and horizontal member to each other
CN103233517A (en) * 2013-04-23 2013-08-07 黄海清 Linking member of assembled rooms and sheds
CN108978888A (en) * 2018-09-19 2018-12-11 安徽建筑大学 A kind of novel fabricated primary and secondary beam connecting node and attaching method thereof
CN110685397A (en) * 2019-10-11 2020-01-14 严克飞 Frame type curtain wall stand column and cross beam quick connecting system
KR20220115300A (en) * 2021-02-10 2022-08-17 한기남 Snowplow

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009263978A (en) * 2008-04-24 2009-11-12 Miyagawa Koki Co Ltd Structure for joining column material and horizontal member to each other
CN103233517A (en) * 2013-04-23 2013-08-07 黄海清 Linking member of assembled rooms and sheds
CN108978888A (en) * 2018-09-19 2018-12-11 安徽建筑大学 A kind of novel fabricated primary and secondary beam connecting node and attaching method thereof
CN110685397A (en) * 2019-10-11 2020-01-14 严克飞 Frame type curtain wall stand column and cross beam quick connecting system
CN110685397B (en) * 2019-10-11 2021-05-04 清远元逸建筑工程有限公司 Frame type curtain wall stand column and cross beam quick connecting system
KR20220115300A (en) * 2021-02-10 2022-08-17 한기남 Snowplow
KR102461328B1 (en) * 2021-02-10 2022-10-28 한기남 Snowplow

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