JPH09310413A - Building jointing metal fitting and building jointing structure using it - Google Patents

Building jointing metal fitting and building jointing structure using it

Info

Publication number
JPH09310413A
JPH09310413A JP15738996A JP15738996A JPH09310413A JP H09310413 A JPH09310413 A JP H09310413A JP 15738996 A JP15738996 A JP 15738996A JP 15738996 A JP15738996 A JP 15738996A JP H09310413 A JPH09310413 A JP H09310413A
Authority
JP
Japan
Prior art keywords
bolts
fitting
joint
plate
reverse
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
JP15738996A
Other languages
Japanese (ja)
Other versions
JP2906133B2 (en
Inventor
Seiji Hosokawa
清司 細川
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.)
Individual
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP15738996A priority Critical patent/JP2906133B2/en
Publication of JPH09310413A publication Critical patent/JPH09310413A/en
Application granted granted Critical
Publication of JP2906133B2 publication Critical patent/JP2906133B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To prevent the looseness of a wood resulting from drying and vibration by threading and fastening a nut to the root of a bolt without applying extra shearing force on the bolt to quantitatively seize the fastening strength. SOLUTION: A jointing metal fitting mainbody (a), for which a core plate 2 is provided on a bottom plate 1 and a mounting plate 3 at one side end of the bottom plate 1, and the core plate 2, has a recess 7 in the upper side edge of the core plate 2 and a reverse recess 5 in the lower side edge to continuously correspond to a window hole opened in the bottom plate 1. The recess 7 and the reverse recess 5 has bolts 8, 6 horizontally embedded in the respective vertical side edges located on the mounting plate 3 side, and their ends are located almost at the centers of the recess 7 and the reverse recess 5. Push piece 12 loosely fitted to the bolts 8, 6 and nuts 14 threaded to the bolts 8, 6 to push the push piece 12 to the roots side of the bolts 8, 6 namely to the mounting plate 3 side are provided.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】この発明は、建築用接合金具
とそれを使用した建築物の接合構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a metal joint for construction and a joint structure for buildings using the metal joint.

【0002】[0002]

【従来の技術】木造建築物において二つの木材を繋ぎ合
わせている接合部分としては、柱と梁(桁)との接合部
分、梁(桁)と梁(桁)との直列あるいは直交方向にお
ける接合部分、柱と土台との接合部分、合掌すなわち梁
とともにトラスの三角形を形成する左右一対の斜材の頂
部の接合部分、その斜材の外側下端部と柱の上端部との
接合部分等、各所に各種の接合部分があるが、これらの
接合部分をどのような接合金具を使用してどのような具
体的構造とするかについて、既に様々なものが提案され
ている。
2. Description of the Related Art In a wooden building, two timbers are joined to each other as a joint between a pillar and a beam (girder), or a joint between a beam (girder) and a beam (girder) in a series or orthogonal direction. Part, the joint between the pillar and the base, the joint between the tops of the pair of left and right diagonal members that form the triangle of the truss together with the palm, that is, the joint between the outer lower end of the diagonal member and the upper end of the column. There are various kinds of joints, and various kinds of joints have been already proposed for what kind of joints are to be used and what kind of concrete structure.

【0003】梁と柱の接合部分を例にみると、柱の側面
に所要の形状にした接合金具主体を固定するとともに、
その接合金具主体に梁の端部を嵌合し、さらに、これ
ら接合金具主体と梁の端部との間に、楔片を打ち込むこ
とによって、梁の全体を柱側に移動させ、その柱の側面
に圧接緊締状態にするもの(実開平3−82703号公
報)や、上記接合金具主体の中央窓孔内に植設したボ
ルトに螺合してあるナットを、そのボルトの先端側に螺
進することによって、梁の全体を柱側に移動させ、その
柱の側面に圧接緊締状態にするもの(実開平3−922
01号公報)等がある。
As an example of the joint portion of the beam and the pillar, while fixing the main body of the joining metal fitting having the required shape to the side surface of the pillar,
The ends of the beam are fitted to the main body of the joining metal fitting, and the wedge piece is driven between the main body of the joining metal fitting and the end portion of the beam to move the entire beam to the side of the column, The one that is brought into pressure contact and tightened on the side surface (Japanese Utility Model Laid-Open No. 3-82703) or the nut screwed to the bolt planted in the central window hole of the above-mentioned joining metal fitting is screwed to the tip side of the bolt. By doing so, the entire beam is moved to the side of the column, and the side face of the column is brought into pressure contact and tightened state (actually, 3-92
No. 01).

【0004】[0004]

【発明が解決しようとする課題】上記の楔片を打ち込
んで緊締するタイプの接合構造では、柱と梁の必要にし
て十分な緊締強度は、楔片の適度な打ち込み度合(ある
いは深さ)によってもたらされ、それが不足であっても
過剰であってもならないものであるが、それは専ら熟練
者の勘に頼りながら定性的に把握されているにすぎない
のに対し、上記のナットをボルトの先端側に螺進して
緊締するタイプの接合構造は、当該接合構造の緊締強度
を定量的に把握でき、構築管理等を合理的に行えるとい
う利点がある。
In the joint structure of the type in which the wedge pieces are driven and tightened as described above, the necessary and sufficient tightening strength of the column and the beam is determined by the appropriate driving degree (or depth) of the wedge pieces. Although it is not something that is not insufficient or excessive, it is only qualitatively grasped by relying on the intuition of a skilled person, whereas the above nut is bolted. The joint structure of the type in which the joint is screwed toward the tip side of the joint and tightened has an advantage that the tightening strength of the joint structure can be quantitatively grasped and construction management and the like can be rationalized.

【0005】しかしながら、上記のようにナットをボル
トの先端側に螺進することによる緊締は、その最終緊締
位置がボルトの先端に近いほど、ボルトの根元に作用さ
せる剪断力を大にする。また、木材の乾燥や振動に起因
してボルトによる緊締が緩んだ場合には、当該ナットを
さらに螺進して緊締しなおさない限り、緩んだままで放
置されることになり、特に地震対策上好ましくないもの
である。
However, in tightening by threading the nut toward the tip side of the bolt as described above, the closer the final tightening position is to the tip of the bolt, the greater the shearing force acting on the root of the bolt. Also, if the tightening by bolts is loosened due to the drying or vibration of the wood, it will be left loose unless the nut is screwed in again and tightened again. There is no such thing.

【0006】本発明は、このナットをボルトの先端側に
螺進して緊締するタイプの接合構造の改良に関し、上記
欠点を解消するものである。
The present invention relates to an improvement in a joint structure in which the nut is screwed to the tip side of the bolt and tightened, and the above drawbacks are eliminated.

【0007】[0007]

【課題を解決するための手段】請求項1記載の本発明建
築用接合金具は、底板1の上面に芯板2を垂直に設立
するとともにこれら底板1および芯板2の一側端に取付
け板3を備えた接合金具主体aが、上記芯板2の上側辺
縁部に凹処7を有するとともに、下側辺縁部には、底板
1に開設した窓孔4に連続一致する逆凹処5を有し、か
つ、これら凹処7および逆凹処5は、各垂直辺縁部であ
って上記取付け板3側に位置する垂直辺縁部にボルト
8,6を水平に植設し、その各先端を該凹処7および逆
凹処5のほぼ中央に位置させていること、上記ボルト
8,6に遊嵌する押当て片12、上記ボルト8,6に
螺合し、押当て片12を該ボルト8,6の根元側すなわ
ち上記取付け板3側に押動するナット14を備えてな
る。
According to the first aspect of the present invention, there is provided a metal fitting for construction in which a core plate 2 is vertically installed on an upper surface of a bottom plate 1, and a mounting plate is attached to one end of the bottom plate 1 and the core plate 2. The metal fitting main body a provided with 3 has a concave portion 7 on the upper side edge portion of the core plate 2, and a reverse concave portion which is continuously aligned with the window hole 4 opened on the bottom plate 1 on the lower side edge portion. 5, and the recessed portion 7 and the reverse recessed portion 5 have bolts 8 and 6 horizontally planted on each vertical edge portion which is located on the side of the mounting plate 3. The respective tips are positioned substantially in the center of the concave portion 7 and the reverse concave portion 5, a pressing piece 12 loosely fitted to the bolts 8 and 6, and a pressing piece screwed to the bolts 8 and 6 A nut 14 for pushing the bolt 12 to the base side of the bolts 8 and 6, that is, the mounting plate 3 side is provided.

【0008】請求項5記載の本発明建築物の接合構造
は、柱bに上記接合金具主体aをその取付け板3により
取付け、その接合金具主体aに対し、接合端部に該接合
金具主体aとほぼ同形の嵌合空処c′を形成した梁c等
の横架材を嵌合し、ボルト8,6に螺合したナット14
を該ボルトの根元側に螺進することにより、上記押当て
片12を介して、あるいは該押当て片12と板ばね片1
3を介して上記梁c等の横架材を柱bに圧接緊締してな
る。
According to a fifth aspect of the present invention, there is provided a joint structure for a building according to the present invention, in which the joint metal main body a is attached to the pillar b by the mounting plate 3, and the joint metal main body a is attached to the joint metal end a. A nut 14 fitted with a horizontal member such as a beam c in which a fitting space c ′ having substantially the same shape as that of FIG.
By pushing the bolt toward the root side of the bolt, through the pressing piece 12 or between the pressing piece 12 and the leaf spring piece 1.
The horizontal bridge member such as the beam c is pressed and tightened to the column b through the column 3.

【0009】請求項2に記載の本発明建築用金具は、梁
e等の横架材同士を接続するものであり、請求項6記載
のものはそれを使用した本発明建築物の接合構造であ
る。
The building metal fitting of the present invention according to claim 2 is for connecting horizontal members such as beams e, and the metal fitting according to claim 6 is a joint structure of the building of the present invention using the same. is there.

【0010】請求項3に記載の本発明建築用金具は、合
掌を構成する斜材f,fをを接続するものであり、請求
項7記載のものはそれを使用した本発明建築物の接合構
造である。
The metal fitting for building of the present invention according to claim 3 connects the diagonal members f, f forming the chimney, and the fitting according to claim 7 joins the building of the present invention using it. It is a structure.

【0011】[0011]

【発明の実施の形態】図1〜5により梁と柱に関する本
発明の第1実施形態について説明する。
BEST MODE FOR CARRYING OUT THE INVENTION A first embodiment of the present invention relating to beams and columns will be described with reference to FIGS.

【0012】aは接合金具主体で、それは、長方形状の
底板1と、その上面に中心線に沿ってかつ垂直に設立し
ている同じく長方形状の芯板2と、底板1の長手方向一
側端に乗載しかつ芯板2の同方向一側端に当接して垂直
に起立する取付け板3とからなり、取付け板3は、その
幅を底板1の幅と同じくするとともに、高さを芯板2よ
り少し高くしてある。
Reference numeral a is mainly a metal fitting, which is a rectangular bottom plate 1, a rectangular core plate 2 that is vertically installed on the upper surface of the bottom plate 1 along the center line, and one side in the longitudinal direction of the bottom plate 1. The mounting plate 3 is mounted on the end and abuts on one end of the core plate 2 in the same direction in the same direction and stands upright. The mounting plate 3 has the same width as the width of the bottom plate 1 and a height. It is slightly higher than the core plate 2.

【0013】4は底板1に開設した方形の窓孔、5は窓
孔4に連続一致させて芯板2に設けた逆凹処で、この逆
凹処5の垂直辺縁部であって、上記取付け板3側に位置
する垂直辺縁部にボルト6を水平に植設し、その先端を
逆凹処5のほぼ中央に位置させている。
Reference numeral 4 denotes a rectangular window hole formed in the bottom plate 1, 5 denotes a reverse recessed portion provided in the core plate 2 so as to be continuously aligned with the window hole 4, and is a vertical edge portion of the reverse recessed portion 5. Bolts 6 are horizontally planted on the vertical edges located on the side of the mounting plate 3, and the tips thereof are located substantially in the center of the reverse recess 5.

【0014】7は芯板2の上側辺縁部に設けた凹処であ
る。この凹処7は、該芯板2の強度が低下するのを極力
避けるために、上記逆凹処5とは少なくとも互いの中心
線を一致させない位置に設けられているとともに、上記
取付け板3側に位置する垂直辺縁部にボルト8を水平に
植設し、その先端を凹処7のほぼ中央に位置させてい
る。
Reference numeral 7 is a recess provided on the upper edge of the core plate 2. In order to avoid the strength of the core plate 2 from decreasing as much as possible, the recess 7 is provided at a position where at least center lines thereof do not coincide with the reverse recess 5, and the mounting plate 3 side is provided. Bolts 8 are horizontally planted at the vertical edge portions located at, and the tip ends thereof are located substantially in the center of the recess 7.

【0015】9……は芯板2の上側辺縁端面に所要の間
隔で列設した蓋板取付け用ボルト、10,10は芯板2
の取付け板3側に寄った位置の上下所要部分に設けた緊
締ボルト挿通孔、11……は取付け板3の上下所要位置
に設けた同じくボルト挿通孔である。
9 ... are bolts for attaching a lid plate, which are arranged in rows on the upper edge of the core plate 2 at required intervals, and 10 and 10 are core plates 2.
The tightening bolt insertion holes provided at the upper and lower required portions of the mounting plate 3 side, and 11 ... Similarly, the bolt insertion holes provided at the upper and lower required positions of the mounting plate 3.

【0016】12,12はボルト6,8に遊嵌する押当
て片、13,13は同ボルト6,8に遊嵌する板ばね
片、14,14は同ボルト6,8に螺合するナットであ
る。
Reference numerals 12 and 12 are pressing pieces which are loosely fitted to the bolts 6 and 8, 13, 13 are leaf spring pieces which are loosely fitted to the bolts 6 and 8, and 14 and 14 are nuts which are screwed into the bolts 6 and 8. Is.

【0017】bは梁cを接合しようとする柱である。1
5……は柱bに設けたボルト挿通孔で、接合金具主体a
の取付け板3の上記ボルト挿通孔11と一致する位置に
おいて柱bに貫通させてある。
Reference numeral b is a column to which the beam c is to be joined. 1
5 ... is a bolt insertion hole provided in the pillar b, which is mainly a fitting metal fitting a.
The column b is made to penetrate through the mounting plate 3 at a position corresponding to the bolt insertion hole 11.

【0018】上記構成の接合金具主体aは、底板1,芯
板2,取付け板3を各別に用意し、それらを溶接、ねじ
止め等適宜の手段方法で組み立てるか、全体を一体成型
するかして簡単に製作でき、かつ、その接合金具主体a
は、上記ボルト挿通孔15……の一側から挿通した緊締
ボルト16……の先端を、柱bに当接した取付け板3の
ボルト挿通孔11から突出させ、その突出端に所要のワ
ッシャーを介してナット16′……を螺合緊締すること
によって、該柱bの所定位置にしっかりと固定される
(図3)。
In the joining metal fitting main body a having the above construction, the bottom plate 1, the core plate 2 and the mounting plate 3 are separately prepared, and they are assembled by an appropriate means such as welding or screwing, or the whole is integrally molded. Simple and easy to make, and its main fitting is a
Causes the tips of the tightening bolts 16 ... Inserted from one side of the bolt insertion holes 15 ... To project from the bolt insertion holes 11 of the mounting plate 3 that are in contact with the pillar b, and a required washer is provided at the projecting end. By tightly tightening the nuts 16 '... through them, the nuts 16' are firmly fixed at predetermined positions on the column b (Fig. 3).

【0019】この接合金具主体aの柱bへの取付けは、
取付け板3を柱bに掘設形成した凹処に嵌合した状態に
おいて、さらに上記のようにボルト締めする方法によっ
て行ってもよいものである。
Mounting of the main fitting a on the pillar b is as follows.
It may be carried out by the method of bolting as described above in a state where the mounting plate 3 is fitted in the recess formed by excavating the pillar b.

【0020】梁cは、その接合端部に接合金具主体aと
ほぼ同形の嵌合空処c′を形成している。この嵌合空処
c′は、梁cの底面に凹設形成されかつ上記底板1を受
入する所要の形状と大きさにした水平偏平空処17と、
梁cの中心線に沿って形成されかつ上記芯板2を受入す
る所要の形状と大きさにした縦溝18と、梁cの外端面
に凹設されかつ上記取付け板3を受入する所要の形状と
大きさにした垂直扁平空処19とを連続形成してなる。
The beam c has a fitting space c'having substantially the same shape as the main fitting a, which is formed at the end of the joint. The fitting space c'is a horizontal flat space 17 formed in a concave shape on the bottom surface of the beam c and having a required shape and size for receiving the bottom plate 1.
A vertical groove 18 formed along the center line of the beam c and having a required shape and size for receiving the core plate 2, and a required vertical groove 18 provided on the outer end surface of the beam c for receiving the mounting plate 3. A vertical flat space 19 having a shape and a size is continuously formed.

【0021】20は、梁cの上記水平偏平空処17と縦
溝18との間であって、後記するように上記窓孔4と逆
凹処5とに対応させて設けた拡幅空処である。21は、
梁cの上記縦溝18の上端縁であって、後記するように
上記凹処7に対応させて設けた拡幅空処である。22,
22は、同じく梁cの上記縦溝18を横断させてかつ後
記するように上記緊締ボルト挿通孔10,10に対応さ
せて設けた緊締ボルト挿通孔である。
Reference numeral 20 denotes a widening space provided between the horizontal flat space 17 and the vertical groove 18 of the beam c, which is provided corresponding to the window hole 4 and the reverse recess 5, as will be described later. is there. 21 is
It is an upper edge of the vertical groove 18 of the beam c, and is a widening space provided corresponding to the recess 7 as described later. 22,
Reference numeral 22 is a tightening bolt insertion hole which is also provided so as to cross the vertical groove 18 of the beam c and correspond to the tightening bolt insertion holes 10 and 10 as described later.

【0022】梁cの柱bへの接合は次のようにして行わ
れる。柱bに上記のようにして取り付けられている接合
金具主体aに対し、その上方から梁cを下ろすことよっ
て、水平扁平空処17を底板1に、縦溝18を芯板2
に、また垂直扁平空処19を取付け板3に対応させた状
態で、その嵌合空処c′が接合金具主体aに嵌合支持さ
れる(図4)。
The beam c is joined to the column b in the following manner. By lowering the beam c from above the joining metal fitting a attached to the pillar b as described above, the horizontal flat space 17 is the bottom plate 1 and the vertical groove 18 is the core plate 2.
In addition, with the vertical flat space 19 corresponding to the mounting plate 3, the fitting space c'is fitted and supported by the joining metal fitting main body a (FIG. 4).

【0023】この場合、梁cを接合金具主体aに嵌合支
持する作業には、その梁cをその長さ方向に何十センチ
メートルも移動させるような嵌合の仕方をする必要がな
いこと、換言すると、周囲にその長さ方向の移動に必要
な空間を確保できない場所においても、上記の嵌合支持
は、上方から下ろすことによって簡単に実施できるもの
で、このことは、本考案の特質の一つであるといえる。
In this case, in order to fit and support the beam c on the main fitting a, it is not necessary to fit the beam c in the lengthwise direction by several tens of centimeters. In other words, even in a place where the space necessary for the movement in the length direction cannot be secured, the above-mentioned fitting support can be easily carried out by lowering it from above, which is a characteristic of the present invention. Can be said to be one of the.

【0024】上記嵌合支持によって、梁cの上面と接合
金具主体aの芯板2の上面とが面一になり、蓋板取付け
用ボルト9……がその上方に突出する(図4)。
By the above fitting support, the upper surface of the beam c and the upper surface of the core plate 2 of the main fitting a are flush with each other, and the cover plate mounting bolts 9 ...

【0025】そこで、上記押当て片12,12,板ばね
片13,13およびナット14,14を、凹溝7内(し
たがってまた拡幅空処21内)のボルト8に、また、逆
凹溝5内(したがってまた拡幅空処20内)の上記ボル
ト6に、それぞれ梁cの上下から嵌合し、ナット14,
14を、ボルト6,8の根元側に螺進緊締する。
Therefore, the pressing pieces 12, 12, the leaf spring pieces 13, 13 and the nuts 14, 14 are attached to the bolt 8 in the concave groove 7 (and therefore also in the widened space 21) and the reverse concave groove 5. The bolts 6 inside (and therefore also inside the widened space 20) are fitted from above and below the beam c, respectively, and the nuts 14,
14 is screwed and tightened to the root side of the bolts 6 and 8.

【0026】この緊締により、梁cは、その接合端面を
柱bの側面に圧接した状態になり、接合金具主体aを介
して柱bに強固に緊締する。その後、緊締ボルト挿通孔
22,22,10,10に、その一方から所定の緊締ボ
ルト23,23を挿通し、他方の突出端をナット24,
24で緊締する。さらに、蓋板25を、その列設孔を前
記蓋板取付け用ボルト9……に嵌合させて梁c上に載
せ、ナット26……で緊締する。これにより、所定の接
合構造が構築されることになるものである(図5)。
By this tightening, the beam c is brought into a state in which the joint end face thereof is in pressure contact with the side surface of the column b, and the beam c is firmly tightened to the column b via the main fitting a. After that, a predetermined tightening bolt 23, 23 is inserted from one of the tightening bolt insertion holes 22, 22, 10, 10 into the tightening bolt insertion hole 22, and the other protruding end of the nut 24,
Tighten at 24. Further, the lid plate 25 is placed on the beam c with the row of holes fitted to the lid plate mounting bolts 9 ... And tightened with the nuts 26. By this, a predetermined joint structure is constructed (FIG. 5).

【0027】上記においては、柱bと梁cの緊締強度
は、上記ナット14,14の回転螺進量によって定量的
に把握できること明らかであり、このことは、本考案の
重要な特質の一つである。
In the above, it is clear that the tightening strength of the column b and the beam c can be quantitatively grasped by the rotation screwing amount of the nuts 14 and 14, which is one of the important characteristics of the present invention. Is.

【0028】この第1実施形態では、1本の柱に対し1
本の梁を接合する構造について説明した。しかし、この
柱と梁の接合構造は、1本の柱に対し二方向,三方向あ
るいは四方向からそれぞれ2本,3本あるいは4本の梁
を接合する場合もあり、この第1実施形態と同じ要領で
所望の接合構造を得ることができる。ただ、これらの場
合には、それぞれの緊締ボルトが柱の中で突き合い状態
にならないようにその配置を考慮する必要があること当
然である。
In this first embodiment, one for one pillar
The structure for joining the beams of the book has been described. However, in this joint structure of columns and beams, there are cases where two, three, or four beams are joined to one column from two, three, or four directions, respectively. A desired joining structure can be obtained in the same manner. However, in these cases, it is of course necessary to consider the arrangement of the respective tightening bolts so that the tightening bolts do not abut each other in the column.

【0029】次に、図6,7により本発明の第2実施形
態について説明する。この第2実施形態は、梁同士(ま
たは桁同士)の直列の接合構造に適用したものである。
Next, a second embodiment of the present invention will be described with reference to FIGS. The second embodiment is applied to a serial joining structure of beams (or beams).

【0030】dは接合金具主体で、それは長方形状の底
板31と、その上面中心線に沿ってかつ垂直に設立して
いる同じく長方形状の芯板32とからなる。33,33
は底板31の左右対称位置に開設した窓孔、34,34
は、その窓孔33,33に連続一致させて芯板32に設
けた逆凹処で、これら逆凹処34,34の垂直辺縁部で
あって、該芯板32の中心側に位置する垂直辺縁部にボ
ルト35,35を水平に植設し、その各先端を逆凹処3
4,34のほぼ中央に位置させている。
Reference numeral d denotes a joining metal fitting as a main body, which is composed of a rectangular bottom plate 31 and a rectangular core plate 32 which is vertically installed along the center line of the upper surface thereof. 33,33
Are window holes 34, 34 opened at symmetrical positions on the bottom plate 31.
Is a reverse recessed portion provided in the core plate 32 so as to be continuously aligned with the window holes 33, 33, and is a vertical edge portion of the reverse recessed portions 34, 34, and is located on the center side of the core plate 32. Bolts 35 and 35 are planted horizontally on the vertical edges, and the tips of the bolts are reversely recessed 3
It is located approximately in the center of 4,34.

【0031】36,36は、芯板32の上側辺縁部の左
右対称位置に設けた凹処である。この凹処36,36
は、芯板32の強度を損なうのを極力避けるために上記
逆凹処34,34とは少なくとも互いの中心線を一致さ
せない位置に設けられているとともに、凹処36,36
の垂直辺縁部であって、芯板32の中心側に位置する垂
直辺縁部にボルト37,37を水平に植設し、その各先
端を凹処36,36のほぼ中央に位置させている。
Reference numerals 36 and 36 denote recesses provided at the left and right symmetrical positions of the upper edge of the core plate 32. This recess 36,36
In order to prevent the strength of the core plate 32 from being impaired as much as possible, the reverse recesses 34, 34 are provided at positions where their center lines do not coincide with each other, and the recesses 36, 36 are provided.
Bolts 37, 37 are horizontally planted on the vertical side edges of the core plate 32, which are located on the center side of the core plate 32, and the tips of the bolts 37, 37 are positioned substantially in the center of the recesses 36, 36. There is.

【0032】38……は芯板32の上側辺縁端面に所要
の間隔で列設した蓋板取付け用ボルト、39……は、左
右の凹処36と36の間において芯板32に左右対称に
設けた緊締ボルト挿通孔である。
Numerals 38 ... Are cover plate mounting bolts which are arranged on the upper edge of the core plate 32 at a predetermined interval, and 39 ... are symmetrical to the core plate 32 between the left and right recesses 36. It is a tightening bolt insertion hole provided in the.

【0033】40……,41……は、上記ボルト35,
35,37,37に遊嵌する押当て片,板ばね片、42
……は同ボルト35,35,37,37に螺合するナッ
トである。
40 ..., 41 ... are the bolts 35,
35, 37, pressing piece loosely fitted to 37, leaf spring piece, 42
... are nuts screwed to the bolts 35, 35, 37, 37.

【0034】e,eは、上記接合金具主体dにより接合
する左右の梁である。梁e,eは、その各接合端部に接
合金具主体dの対称な左右半部とほぼ同形の嵌合空処
e′,e′を形成している。その各嵌合空処e′は、梁
eの底面に凹設形成されかつ上記底板31の左右半部を
受入する所要の形状と大きさにした水平扁平空処43
と、梁eの中心線に沿って形成されかつ上記芯板32の
左右半部を受入する所要の形状と大きさにした縦溝44
とを連続形成してなる。
Reference numerals e and e are left and right beams joined by the above-mentioned joining metal fitting main body d. The beams e, e have fitting cavities e ', e'having substantially the same shape as the symmetrical left and right halves of the main fitting d, respectively, at their respective joint ends. Each of the fitting cavities e'is formed in a concave shape on the bottom surface of the beam e, and has a required shape and size for receiving the right and left halves of the bottom plate 31.
And a vertical groove 44 formed along the center line of the beam e and having a required shape and size for receiving the left and right halves of the core plate 32.
And are continuously formed.

【0035】45は、梁eの上記水平扁平空処43と縦
溝44との間であって、後記するように上記窓孔33と
逆凹処34,34とに対応させて設けた拡幅空処であ
る。46は、梁eの上記縦溝44の上端縁であって、後
記するように上記凹処36に対応させて設けた拡幅空処
である。47……は、同じく梁eの上記縦溝44を横断
させかつ後記するように上記緊締ボルト挿通孔39……
に対応させて設けた緊締ボルト挿通孔である。
Reference numeral 45 is between the horizontal flat space 43 and the vertical groove 44 of the beam e, and is a widening space provided corresponding to the window 33 and the reverse recesses 34, 34 as described later. It is a place. Reference numeral 46 denotes an upper edge of the vertical groove 44 of the beam e, which is a widened space provided corresponding to the recess 36 as described later. 47 ... also traverses the vertical groove 44 of the beam e and, as will be described later, the tightening bolt insertion hole 39.
It is a tightening bolt insertion hole provided corresponding to.

【0036】左右の梁e,eの接合には、嵌合空処
e′,e′を接合金具主体dの両側に、上方から下ろす
ことにより嵌合させて、両接合端部を底板31上に乗載
する。そこで、上記押当て片40、板ばね片41および
ナット42を、各凹処36内(したがったまた拡幅空処
46内)のボルト37および各逆凹処34内(したがっ
てまた拡幅空処45内)の上記ボルト35に、それぞれ
梁eの上下から嵌合し、ナット42を、ボルト37の根
元側に螺進緊締する。
When joining the left and right beams e, e, fitting cavities e ', e'are fitted on both sides of the joining metal fitting main body d by lowering them from above, and both joining ends are on the bottom plate 31. To board. Therefore, the pressing piece 40, the leaf spring piece 41, and the nut 42 are provided in the recesses 36 (accordingly, in the widening space 46) and in the reverse recesses 34 (and thus in the widening space 45). ) Are fitted into the bolt 35 from above and below, respectively, and the nut 42 is screwed and tightened to the base side of the bolt 37.

【0037】この緊締により、梁e,eは、互いの接合
端面を圧接した状態になり、接合金具主体dを介して強
固に緊結する。その後、各緊締ボルト挿通孔47,39
に、その一方から緊締ボルト48を挿通し、他方の突出
端をナット49で緊締する。さらに、蓋板50を、その
列設孔を上記蓋板取付け用ボルト38……に嵌合させて
梁e,e上に載せ、ナット51……で緊締する。これに
より、梁同士の接合構造が構築されることになる(図
6)。
By this tightening, the beams e, e are brought into a state in which their joint end surfaces are in pressure contact with each other, and they are tightly joined together via the joining metal fitting main body d. After that, each tightening bolt insertion hole 47, 39
Then, the tightening bolt 48 is inserted from one of them, and the other protruding end is tightened with the nut 49. Further, the lid plate 50 is mounted on the beams e, with the row holes thereof fitted into the lid plate mounting bolts 38 ... And tightened with the nuts 51. As a result, a beam-to-beam joint structure is constructed (FIG. 6).

【0038】図8〜10により本発明の第3実施形態に
ついて説明する。この第3実施形態は、合掌を形成する
左右一対の斜材f,fの頂部の接合構造に係るものであ
る。この接合構造は、第2実施形態の梁同士の直列方向
での接合構造と軌を一にする。
A third embodiment of the present invention will be described with reference to FIGS. The third embodiment relates to a joint structure of the tops of a pair of left and right diagonal members f, f forming a chisho. This joint structure is in line with the joint structure of the beams in the second embodiment in the series direction.

【0039】すなわち、この第3実施形態の接合構造
は、左右一対の斜材f,fが接合頂部に形成している角
度に一致するように、接合金具主体gが、その比較的長
い寸法にした底板61および芯板62を山形に形成し、
斜材f,fがその接合端部に、その山形の接合金具主体
gの各左右半部とほぼ同じ形状の嵌合空処f′,f′を
形成し、蓋板63,63もまた左右で山形を形成するこ
とにおいて、第2実施態様の場合と相違するだけであ
る。その他の構成は該第2実施例と同じなので、その同
じ部分には同じ符号を付して説明を省略する。
That is, in the joint structure according to the third embodiment, the joint metal main body g has a relatively long dimension so that the pair of left and right diagonal members f can match the angle formed at the joint top. Forming the bottom plate 61 and the core plate 62 into a chevron shape,
The diagonal members f, f form at their joint ends fitting spaces f ', f'having substantially the same shape as the left and right halves of the chevron-shaped joint metal body g, and the cover plates 63, 63 are also left and right. The formation of the chevron is only different from the case of the second embodiment. Since other configurations are the same as those of the second embodiment, the same parts are designated by the same reference numerals and the description thereof will be omitted.

【0040】[0040]

【発明の効果】以上述べたところから明らかなように、
本発明によれば次の効果を奏する。接合金具主体の芯板
の上側辺縁部に設けた凹処と、底板に開設した窓孔に連
続一致させて下側辺縁部に設けた逆凹処とにボルトを植
設し、その接合金具主体に嵌合乗載した梁等の横架材あ
るいは合掌を構成する斜材の対応する上下面からの作業
で、上記ボルトに螺合したナットを、該ボルトの根元側
に螺進することにより、その横架材あるいは斜材をしっ
かりと緊締できる。
As is apparent from the above description,
According to the present invention, the following effects can be obtained. Bolts are planted in the recesses provided on the upper edge of the core plate mainly made of the metal fittings, and the reverse recesses provided on the lower edge of the bottom plate that are continuously aligned with the windows formed in the bottom plate Screwing the nut screwed to the bolt to the root side of the bolt by the work from the corresponding upper and lower surfaces of the horizontal member such as a beam or the diagonal member that constitutes the palm, which is mainly mounted on the metal fitting. Thus, the horizontal member or the diagonal member can be firmly tightened.

【0041】すなわち、本発明は、ナットを螺進して緊
締するタイプのものであるから、当該接合構造の緊締強
度を定量的に把握でき、構築管理等を合理的に行えると
ともに、特に、ナットの上記螺進緊締はボルトの根元側
に向かって行うようにしたので、従来の反対に先端側に
向かって行う場合にくらべてボルトの根元に過度の剪断
力を作用させるようなことがない。
That is, since the present invention is of a type in which the nut is screwed and tightened, the tightening strength of the joint structure can be quantitatively grasped, construction management and the like can be rationalized, and in particular, the nut can be tightened. Since the above-mentioned screw tightening is performed toward the root side of the bolt, an excessive shearing force is not applied to the root of the bolt as compared with the conventional case where the tightening is performed toward the tip side.

【0042】また、上記のボルトに押当て片とともに板
ばね片を重合遊嵌し、これらを介してナット締めする
と、木材の乾燥や振動に起因して、当該緊締が緩もうと
しても板ばね片が所要の範囲内ではあるがそれを阻止す
ることができ、特に地震対策上好ましいものである。
Further, when the leaf spring piece is loosely fitted together with the pressing piece to the above-mentioned bolt and the nut is tightened through these, even if the tightening is loosened due to the drying and vibration of the wood, the leaf spring piece is loosened. Although it is within the required range, it is possible to prevent it, which is particularly preferable for earthquake countermeasures.

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

【図1】柱と梁の接合構造を示す斜視図である。FIG. 1 is a perspective view showing a joint structure of columns and beams.

【図2】同上の分解状態の斜視図である。FIG. 2 is a perspective view of the above disassembled state.

【図3】柱に接合金具主体を取り付けた状態の側面図で
ある。
FIG. 3 is a side view showing a state in which a main fitting is attached to a pillar.

【図4】同上の接合金具主体に梁の接合端部を乗載した
状態の断面図である。
FIG. 4 is a cross-sectional view of a state in which a joint end portion of a beam is mounted on a main joint metal fitting as above.

【図5】同上の梁を柱に緊締した状態の断面図である。FIG. 5 is a cross-sectional view showing a state in which the above-mentioned beam is tightened to a column.

【図6】梁同士の接合構造を示す斜視図である。FIG. 6 is a perspective view showing a joint structure of beams.

【図7】同上の分解状態の斜視図である。FIG. 7 is a perspective view of the above disassembled state.

【図8】合掌を構成する左右の斜材の接合構造の斜視図
である。
FIG. 8 is a perspective view of a joint structure of left and right diagonal members forming a palm.

【図9】同上の接合金具主体、蓋板等の斜視図である。FIG. 9 is a perspective view of the above-mentioned joining metal fitting main body, a cover plate, and the like.

【図10】同上の接合構造の断面図である。FIG. 10 is a cross-sectional view of the above junction structure.

【符号の説明】[Explanation of symbols]

a 接合金具主体 b 柱 c 梁 c′ 嵌合空処 d 接合金具主体 e 梁 e′ 嵌合空処 f 斜材 f′ 嵌合空処 g 接合金具主体 1 底板 2 芯板 3 取付け板 4 窓孔 5 逆凹処 6 ボルト 7 凹処 8 ボルト 12 押当て片 13 板ばね片 14 ナット 31 底板 32 芯板 33 窓孔 34 逆凹処 35 ボルト 36 凹処 37 ボルト 40 押当て片 41 板ばね 42 ナット 61 底板 62 芯板 a Main metal fittings b Column c Beam c'Mating empty space d Main metal fittings e Beam e'Mating empty space f Diagonal material f'Mating empty space g Main metal fittings 1 Bottom plate 2 Core plate 3 Mounting plate 4 Window hole 5 Reverse recess 6 Bolt 7 Recess 8 Bolt 12 Pressing piece 13 Leaf spring piece 14 Nut 31 Bottom plate 32 Core plate 33 Window hole 34 Reverse recessing 35 Bolt 36 Recessing 37 Bolt 40 Pressing piece 41 Leaf spring 42 Nut 61 Bottom plate 62 Core plate

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】底板1の上面に芯板2を垂直に設立すると
ともに、これら底板1および芯板2の一側端に取付け板
3を備えた接合金具主体aが、上記芯板2の上側辺縁部
に凹処7を有し、下側辺縁部には底板1に開設した窓孔
4に連続一致する逆凹処5を有し、かつ、これら凹処7
および逆凹処5は、各垂直辺縁部であって上記取付け板
3側に位置する垂直辺縁部にボルト8,6を水平に植設
し、その各先端を該凹処7および逆凹処5のほぼ中央に
位置させていること、 上記ボルト8,6に遊嵌する押当て片12、 上記ボルト8,6に螺合し、押当て片12を該ボルト
8,6の根元側すなわち上記取付け板3側に押動するナ
ット14、を備えてなることを特徴とする建築用接合金
具。
1. A core plate 2 is vertically installed on the upper surface of a bottom plate 1, and a main metal fitting a having a mounting plate 3 at one end of the bottom plate 1 and the core plate 2 is an upper side of the core plate 2. The side edge portion has a recessed portion 7, and the lower side edge portion has a reverse recessed portion 5 that continuously matches the window hole 4 opened in the bottom plate 1, and these recessed portions 7
The reverse recesses 5 are bolts 8 and 6 that are horizontally planted at the vertical edges that are located on the side of the mounting plate 3 at the respective vertical edges, and the tips of the bolts 8 and 6 are provided in the recesses 7 and the reverse recesses. The bolts 8 and 6 are loosely fitted to the bolts 8 and 6, and the bolts 8 and 6 are screwed together, and the pushing piece 12 is located at the root side of the bolts 8 and 6. A building joint fitting, comprising a nut 14 that pushes toward the mounting plate 3 side.
【請求項2】底板31の上面に芯板32を垂直に設立し
た接合金具主体dが、その芯板32の上側辺縁部の左右
対称位置に凹処36を有するとともに、下側辺縁部の左
右対称位置には底板31に開設した窓孔33に連続一致
する逆凹処34を有し、かつ、これら凹処36および逆
凹処34は、各垂直辺縁部であって、該芯板32の中心
側に位置する垂直辺縁部にボルト37,35を水平に植
設し、その各先端を凹処36および逆凹処34のほぼ中
央に位置させていること、 上記ボルト37,35に遊嵌する押当て片40、 上記ボルト37,35に螺合し、押当て片40を該ボル
ト37,35の根元側すなわち上記芯板32の中心側に
押動するナット42、を備えてなることを特徴とする建
築用接合金具。
2. A metal fitting main body d in which a core plate 32 is vertically installed on an upper surface of a bottom plate 31 has recesses 36 at left and right symmetrical positions of an upper side edge portion of the core plate 32, and a lower side edge portion. At the left and right symmetrical positions, there are reverse recessed portions 34 that continuously coincide with the window holes 33 formed in the bottom plate 31, and these recessed portions 36 and the reverse recessed portions 34 are vertical edge portions, and Bolts 37 and 35 are horizontally planted on the vertical side edge located on the center side of the plate 32, and their respective tips are located substantially in the center of the recess 36 and the reverse recess 34. A pressing piece 40 which is loosely fitted to the bolt 35; and a nut 42 which is screwed into the bolts 37 and 35 and pushes the pressing piece 40 to the root side of the bolts 37 and 35, that is, the center side of the core plate 32. A joint metal fitting for construction, characterized by being
【請求項3】底板61の上面に芯板62を垂直に設立し
た接合金具主体gが、合掌を構成する左右の斜材f,f
に沿う山形をなし、その芯板62の上側辺縁部の左右対
称位置に凹処36,36を有するとともに、下側辺縁部
の左右対称位置には、底板61に開設した窓孔33,3
3に連続一致する逆凹処34,34を有し、かつ、これ
ら凹処36,36および逆凹処34,34は、その辺縁
部であって、該芯板62の中心側に位置する辺縁部にボ
ルト35,37を植設し、その各先端を凹処36,36
および逆凹処34,34のほぼ中央に位置させているこ
と、 上記ボルト35,37に遊嵌する押当て片40、 上記ボルト35,37に螺合し、押当て片40を該ボル
ト35,37の根元側すなわち上記芯板62の中心側に
押動するナット42、を備えてなることを特徴とする建
築用接合金具。
3. A left and right slant members f, f which form a joint, in which a joint metal main body g in which a core plate 62 is vertically installed on an upper surface of a bottom plate 61 is formed.
And has concave portions 36, 36 at the left and right symmetrical positions of the upper side edge of the core plate 62, and the window holes 33 opened in the bottom plate 61 at the left and right symmetrical positions of the lower side edge. Three
3 and the reverse recessed portions 34, 34 which continuously coincide with each other, and these recessed portions 36, 36 and the reverse recessed portions 34, 34 are located at the edge portions thereof and on the center side of the core plate 62. Bolts 35 and 37 are planted in the peripheral portion, and the tips of the bolts are recessed 36 and 36.
And the reverse depressions 34, 34 at approximately the center thereof, the pressing piece 40 loosely fitted to the bolts 35, 37, and the bolts 35, 37 by screwing the pressing piece 40 into the bolts 35, 37. A joint fitting for construction, characterized in that it is provided with a nut 42 that is pushed toward the root side of 37, that is, toward the center side of the core plate 62.
【請求項4】ボルト8,6,35,37に遊嵌し、ナッ
ト14,42により該ボルト8,6,35,37の根元
側に押動される板ばね片13,41を備えてなることを
特徴とする請求項1,2または3記載の建築用接合金
具。
4. A leaf spring piece (13, 41) which is loosely fitted to the bolt (8, 6, 35, 37) and is pushed to the base side of the bolt (8, 6, 35, 37) by the nut (14, 42). The construction jointing fitting according to claim 1, 2 or 3, characterized in that.
【請求項5】柱bに上記取付け板3により取付けた請求
項1または4の接合金具主体aに対し、接合端部に該接
合金具主体aとほぼ同形の嵌合空処c′を形成した梁c
等の横架材を嵌合し、ボルト8,6に螺合したナット1
4を該ボルトの根元側に螺進することにより、上記押当
て片12を介して、あるいは該押当て片12と板ばね片
13を介して上記梁c等の横架材を柱bに圧接緊締して
なることを特徴とする建築物の接合構造。
5. A fitting space c'having substantially the same shape as that of the joining metal body a is formed at the joining end of the joining metal body a of claim 1 or 4, which is attached to the pillar b by the mounting plate 3. Beam c
A nut 1 fitted with a horizontal material such as
4 is screwed to the root side of the bolt to press the horizontal member such as the beam c onto the column b through the pressing piece 12 or the pressing piece 12 and the leaf spring piece 13. A joint structure of buildings characterized by being tightened.
【請求項6】請求項2または4の接合金具主体dに対し
て、接合端部に該接合金具主体dとほぼ同形の嵌合空処
e′を形成した左右の梁e,e等の横架材を嵌合し、ボ
ルト35,37に螺合したナット42を該ボルトの根元
側に螺進することにより、上記押当て片40を介して、
あるいは該押当て片40と板ばね片41を介して上記梁
e,e等の横架材を互いに圧接緊締してなることを特徴
とする建築物の接合構造。
6. A horizontal crossing of the left and right beams e, e, etc., in which a fitting space e'having substantially the same shape as the main fitting metal fitting d is formed at the joining end with respect to the main fitting metal fitting d of claim 2 or 4. By fitting the bridge member and screwing the nut 42 screwed into the bolts 35 and 37 to the root side of the bolt, the pressing piece 40 is inserted.
Alternatively, a building joint structure characterized in that the horizontal members of the beams e, e, etc. are pressed and tightened to each other via the pressing piece 40 and the leaf spring piece 41.
【請求項7】請求項3または4の接合金具主体gに対
し、接合端部に該接合金具主体gの左右両側とほぼ同形
の嵌合空処f′を形成しかつ当該合掌を構成する左右の
斜材f,fを嵌合し、ボルト35,37に螺合したナッ
ト42を該ボルトの根元側に螺進することにより、上記
押当て片40を介して、あるいは該押当て片40と板ば
ね片41を介して上記斜材f,fを互いに圧接緊締して
なることを特徴とする建築物の接合構造。
7. The left and right sides of the joint fitting main body g of claim 3 or 4, which are formed with fitting spaces f'having substantially the same shape as the left and right sides of the joint fitting main body g at the joint end. Of the diagonal members f, f, and by screwing the nut 42 screwed into the bolts 35, 37 toward the root side of the bolt, the pressing piece 40 is inserted through the pressing piece 40 or the pressing piece 40. A joint structure for a building, characterized in that the diagonal members f, f are pressed and tightened to each other via a leaf spring piece 41.
JP15738996A 1996-05-30 1996-05-30 Joint metal fittings for buildings and joint structures of buildings using them Expired - Lifetime JP2906133B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15738996A JP2906133B2 (en) 1996-05-30 1996-05-30 Joint metal fittings for buildings and joint structures of buildings using them

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15738996A JP2906133B2 (en) 1996-05-30 1996-05-30 Joint metal fittings for buildings and joint structures of buildings using them

Publications (2)

Publication Number Publication Date
JPH09310413A true JPH09310413A (en) 1997-12-02
JP2906133B2 JP2906133B2 (en) 1999-06-14

Family

ID=15648577

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15738996A Expired - Lifetime JP2906133B2 (en) 1996-05-30 1996-05-30 Joint metal fittings for buildings and joint structures of buildings using them

Country Status (1)

Country Link
JP (1) JP2906133B2 (en)

Also Published As

Publication number Publication date
JP2906133B2 (en) 1999-06-14

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