JP3044216U - Fittings for wooden buildings - Google Patents

Fittings for wooden buildings

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Publication number
JP3044216U
JP3044216U JP1997004930U JP493097U JP3044216U JP 3044216 U JP3044216 U JP 3044216U JP 1997004930 U JP1997004930 U JP 1997004930U JP 493097 U JP493097 U JP 493097U JP 3044216 U JP3044216 U JP 3044216U
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Prior art keywords
side wall
back plate
joint
fitting
bottom plate
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JP1997004930U
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Japanese (ja)
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和博 石出
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和博 石出
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Abstract

(57)【要約】 【課題】 金具一個当たりの金属パネルの成型使用量を
軽減して製造コストを低減し、同時に、仕口接合時の位
置決めをより容易化させ、梁加重を安定して支持させ
る。 【解決手段】 対向する二枚の側壁と、当該側壁の端縁
を連絡する背板と、側壁および背板の底縁を支持する底
板とを備え、前記側壁の少なくとも一方および背板に適
宜数のボルト孔を設ける。また金属パネルの使用量を抑
えるため、側壁の背板からの前方突出量は、一方を大き
く他方を小さくし、継手金具の平面形状を略L字状とす
る場合がある。また、第二の考案は底板と背板を備え、
当該底板および背板に端縁が接合され且つ前記底板から
垂直に立ち上がる一枚の側壁を備えるよう構成する。
(57) [Summary] [PROBLEMS] To reduce the amount of metal panel used per metal fitting to reduce the manufacturing cost, and at the same time, to facilitate the positioning at the time of joint connection and stably support the beam load. Let it. SOLUTION: It is provided with two opposing side walls, a back plate communicating an edge of the side wall, and a bottom plate supporting a bottom edge of the side wall and the back plate, and at least one of the side walls and the back plate have an appropriate number. Bolt holes. In addition, in order to suppress the amount of metal panels used, the amount of forward projection of the side wall from the back plate may be increased on one side and reduced on the other side, and the planar shape of the joint fitting may be substantially L-shaped. The second device has a bottom plate and a back plate,
An edge is joined to the bottom plate and the back plate, and a single side wall rising vertically from the bottom plate is provided.

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、木造建築物の継手金具に関する。 The present invention relates to a fitting for a wooden building.

【0002】[0002]

【従来の技術】[Prior art]

木造建築における部材の接合には各種の伝統的継手構造や仕口構造があるが、 近時、作業負担を軽減し建築コストを低減する等の目的から、複雑な部材加工の 必要がない接合金具が使用されることがある。 There are various traditional joint structures and joint structures for joining members in wooden construction, but recently, for the purpose of reducing the work load and reducing the construction cost, joining fittings that do not require complicated member processing May be used.

【0003】 図7は、柱と梁とを接合する従来の継手金具(仕口金具)の一例を示すもので ある。この継手金具1は、金属プレートの両側を略直角に折曲し、背板2と二枚 の平行する側壁3,4とを形成したもので、側壁3,4の上縁部と前縁部には、 それぞれボルト用のガイド溝5,6を形成してある。また符号7,8はピン孔で ある。FIG. 7 shows an example of a conventional joint fitting (joint fitting) for joining a column and a beam. The joint fitting 1 is formed by bending both sides of a metal plate at a substantially right angle to form a back plate 2 and two parallel side walls 3 and 4. The upper edge portion and the front edge portion of the side walls 3 and 4. The guide grooves 5 and 6 for the bolts are formed in each of them. Reference numerals 7 and 8 are pin holes.

【0004】 ガイド溝5,6は、図7に示すように梁9の仕口部に予め設けておいたボルト 10,11を案内するもので、このガイド溝5,6に梁側のボルト10,11を 挿嵌することにより、梁の位置決め固定を行う。尚、梁仕口には、側壁3,4を 挿入させるためのスリット15,16が設けてある。そしてボルト10,11を 金具1に係止した状態で、ピン(図示せず)をピン孔12,13を打ち込むこと により、柱14と梁9との接合を終える。この継手金具1は、梁仕口に設けたボ ルト10,11をガイド溝5,6によって案内し、位置決めを容易とする点に特 徴がある。As shown in FIG. 7, the guide grooves 5 and 6 guide the bolts 10 and 11 that are provided in advance in the joint portion of the beam 9, and the bolts 10 on the beam side are inserted into the guide grooves 5 and 6. , 11 are inserted and fixed to position and fix the beam. Incidentally, the beam joint is provided with slits 15 and 16 for inserting the side walls 3 and 4. Then, with the bolts 10 and 11 locked to the metal fitting 1, a pin (not shown) is driven into the pin holes 12 and 13 to complete the joining of the column 14 and the beam 9. This joint fitting 1 is characterized in that the bolts 10 and 11 provided on the beam joint are guided by the guide grooves 5 and 6 to facilitate positioning.

【0005】[0005]

【考案が解決しようとする課題】[Problems to be solved by the device]

ところで、かかる従来の継手金具は、成形コストが嵩むという難がある。なぜ なら、対向する二枚の側壁3,4にガイド溝5,6を形成し、梁仕口のボルト1 0,11を掛け渡すものであるため、その形状は必然的に平面略コ字状となり、 対向側壁3,4は略同一の寸法形状となって、一個当たりの金属パネル量を減ら すことが出来ないからである。例えばこの金具1では、平面形状をL字状にする ことは出来ない。一方の側壁を省略すると、ボルト10,11を支持するための 一方のガイド溝がなくなってしまうからである。しかもガイド溝5,6を、前後 方向に位置をずらせて成形するため、壁面パネル3,4は、一定以上の大きさを 確保しなければならない。木造建築においては継手金具を相当数使用するが、金 具コストが嵩むと、それは結局建築コストに反映され、建築コストを引き下げる 際の支障となる。 By the way, such a conventional joint fitting has a problem that the molding cost increases. The reason is that the guide grooves 5 and 6 are formed in the two opposing side walls 3 and 4, and the bolts 10 and 11 of the beam joint are hung over, so the shape is inevitably U-shaped in plan view. This is because the opposed side walls 3 and 4 have substantially the same size and shape, and the amount of metal panel per piece cannot be reduced. For example, the metal fitting 1 cannot have an L-shaped planar shape. This is because if one side wall is omitted, one guide groove for supporting the bolts 10 and 11 will be lost. Moreover, since the guide grooves 5 and 6 are formed by shifting the positions in the front-rear direction, the wall panels 3 and 4 must have a certain size or more. A considerable number of fittings are used in wooden construction, but if the cost of metal fittings increases, it will be reflected in the construction cost, which will be an obstacle to lowering the construction cost.

【0006】 また、従来の継手金具1は、梁仕口に設けた二本のボルト10,11を相手方 となるガイド溝5,6に挿嵌させるわけであるが、ボルト10,11は外からは 直接見えないので、仕口部分の顕われたボルトの頭によって位置を判断し、ガイ ド溝5,6に嵌め落とす。この作業は熟練しないとうまく嵌合させることが難し い。ボルト10,11も直接は見えないし、仕口に形成したスリット15,16 に側壁3,4が入ると、ガイド溝5,6も見えなくなるからである。また二本の ボルトを係止して梁の加重を支えるため、十分な安定とはいえない面がある。Further, in the conventional fitting 1, the two bolts 10 and 11 provided in the beam joint are inserted into the guide grooves 5 and 6 which are the counterparts, but the bolts 10 and 11 are attached from the outside. Since it cannot be seen directly, the position is judged by the head of the bolt where the joint is exposed, and the bolt is fitted into the guide grooves 5 and 6. It is difficult to fit this work properly if you are not skilled. This is because the bolts 10 and 11 are not directly visible, and the guide grooves 5 and 6 are not visible when the side walls 3 and 4 enter the slits 15 and 16 formed in the joint. In addition, since the two bolts are locked to support the weight of the beam, there are some aspects that are not sufficiently stable.

【0007】 そこで本考案の目的は、一個当たりの金属パネル使用量を軽減して成形コスト を低減可能とし、同時に、仕口の接合時における位置決めをより容易化させ、梁 (横架材)の加重を安定して支持できるようにする点にある。Therefore, an object of the present invention is to reduce the amount of metal panel used per unit and to reduce the molding cost, and at the same time, to facilitate the positioning at the time of joining the joints, The point is that the weight can be stably supported.

【0008】[0008]

【課題を解決するための手段】[Means for Solving the Problems]

前記目的を達成するため、本考案に係る継手金具は、対向する二枚の側壁と、 当該側壁の端縁を連絡する背板と、側壁および背板の底縁を支持する底板とを備 え、前記側壁の少なくとも一方および背板に適宜数のボルト孔を設ける。また金 属パネルの使用量を抑えるため、側壁の背板からの前方突出量は、一方を大きく 他方を小さくし、継手金具の平面形状を略L字状とする場合がある。また、第二 の考案は底板と背板を備え、当該底板および背板に端縁が接合され且つ前記底板 から垂直に立ち上がる略方形の一枚の側壁を備えるよう構成する。 In order to achieve the above object, a joint fitting according to the present invention comprises two opposing side walls, a back plate that connects the end edges of the side walls, and a bottom plate that supports the side walls and the bottom edge of the back plate. An appropriate number of bolt holes are provided in at least one of the side walls and the back plate. In addition, in order to reduce the amount of metal panel used, the amount of front projection of the side wall from the back plate may be large in one side and small in the other side, and the joint metal fitting may have a substantially L-shaped planar shape. A second invention is provided with a bottom plate and a back plate, and is provided with one substantially rectangular side wall whose edges are joined to the bottom plate and the back plate and which stand vertically from the bottom plate.

【0009】[0009]

【作用】[Action]

第一の考案に係る継手金具は、対向する二枚の側壁と、当該側壁の端縁を連絡 する背板と、側壁および背板の底縁を支持する底板とを備えてなる。この場合の 金具形状は平面略コ字状またはL字状になるもので、仕口の接合位置決めは、金 具の底板に梁仕口を単に載せるだけで良い。底板は常に見えており、そこに仕口 を載せるだけでよいから、大工仕事に慣れていない初心者でも簡単に接続部の位 置決めが出来る。また、底板を備えているため、従来の二本ボルトによる係止と 異なり、梁(その他の横架材を含む)の加重を底板によって安定して支持するこ とが可能となる。この点は請求項3の金具も同様である。 The joint fitting according to the first invention comprises two facing side walls, a back plate connecting the end edges of the side walls, and a bottom plate supporting the side walls and the bottom edges of the back plate. In this case, the shape of the metal fitting is a substantially U-shape in plan view or an L-shape, and the joint can be positioned by simply placing the beam joint on the bottom plate of the metal fitting. The bottom plate is always visible, and all you have to do is put a joint on it, so even beginners who are not familiar with carpentry work can easily position the connections. Also, since the bottom plate is provided, unlike the conventional two-bolt locking, the weight of the beam (including other horizontal members) can be stably supported by the bottom plate. In this respect, the metal fitting of claim 3 is also the same.

【0010】 継手金具は、通常、柱に固定しておく。この必要から背板には予めボルト孔を 設けておく。尚、ここでいうボルト孔は、必ずしもボルト止めによる金具固定に 限定する意味ではない。ビスあるいは釘によって、継手金具を柱に固定しても良 いことは勿論であり、その場合にはボルト孔の孔径を小さく設計する。The joint fitting is usually fixed to the column. For this reason, bolt holes are provided in the back plate in advance. The bolt holes mentioned here are not necessarily limited to fixing the metal fittings by bolting. Of course, the fittings may be fixed to the pillars with screws or nails, in which case the bolt holes should be designed with a small diameter.

【0011】 そして梁仕口を金具底板に載せて位置決めをした後は、仕口部分にボルト(ま たはピン)を打ち込むことによって梁と継手金具との固定を行う。このため側壁 の少なくとも一方には所定数のボルト孔を設けてある。側壁の両方にボルト孔を 設けるのではなく一方だけに設けるとするのは、側壁の一方を小さくして平面略 L字状とする場合があるからであり、請求項2記載の金具がそれに該当する。After the beam joint is placed on the metal fitting bottom plate and positioned, the beam and the joint metal fitting are fixed by driving a bolt (or pin) into the joint portion. Therefore, at least one of the side walls is provided with a predetermined number of bolt holes. The reason why the bolt holes are not provided on both of the side walls but only on one side is that it is possible that one of the side walls is made smaller to have a substantially L shape in a plane, and the metal fitting according to claim 2 corresponds thereto. To do.

【0012】 請求項2記載の継手金具は、背板からの前方突出量している側壁の突出量を、 一方が大きく他方を小さくしてあり、平面形状を略L字状とするものである。仕 口を支持する継手金具は、必ずしも側壁数によって剛性や安定が高まるものでは ない。このため請求項2の継手金具では、一方の側壁にのみボルトを挿通し、一 方の側壁だけで梁と金具を固定する。他方の小さな側壁は、位置決め時における 梁の横ぶれを抑えるガイド部材として機能する。従って、この小さい方の側壁に はボルト孔を設ける必要がない。かかる金具構造によれば、一方の側壁を小さく できるので成形コストはより低減する。According to a second aspect of the present invention, the fitting has a side wall that projects forward from the back plate such that one side is large and the other side is small, and the planar shape is substantially L-shaped. . The joint fittings that support the joint do not necessarily increase in rigidity and stability depending on the number of side walls. Therefore, in the joint fitting according to the second aspect, the bolt is inserted into only one side wall, and the beam and the fitting are fixed by only one side wall. The other small side wall functions as a guide member that suppresses lateral deflection of the beam during positioning. Therefore, it is not necessary to provide a bolt hole in this smaller side wall. According to this metal fitting structure, one side wall can be made smaller, so that the molding cost can be further reduced.

【0013】 請求項3に係る継手金具は、さらに側壁を単純化したものであり、背板と底板 に接合しつつ、底板から垂直に立ち上がる一枚の側壁だけで構成する。底板があ るので、仕口の接合時における位置決めの容易さは前記請求項1および請求項2 記載の金具と同じであり、梁の加重を安定して支持できる点も同様である。しか し側壁を一枚としたので、金属パネルの使用量はさらに減り、成形コストも低減 する。仕口側のスリット成形も、金具形状が単純化する分、容易となる。梁との 固定は、側壁に設けたボルト孔にボルトを打ち込むことによって行う。側壁の形 状は、略方形とし、ボルト数を適宜増加できるようにする。また側壁の大きさは 、底板の大きさに左右されず、例えば底板よりも前方に突出する大きさを持って いても良い。仕口を締め固定するボルトの位置を前後にずらして、支持の安定を 確保するためである。The joint fitting according to the third aspect is a simpler side wall, and is composed of only one side wall that stands upright from the bottom plate while being joined to the back plate and the bottom plate. Since the bottom plate is provided, the ease of positioning at the time of joining the joints is the same as that of the metal fitting according to the first and second aspects, and the point that the weight of the beam can be stably supported is also the same. However, since only one side wall is used, the amount of metal panel used is further reduced and the molding cost is reduced. The slit forming on the joint side is also easy because the shape of the metal fitting is simplified. It is fixed to the beam by driving bolts into the bolt holes provided on the side wall. The shape of the side wall will be approximately rectangular so that the number of bolts can be increased appropriately. The size of the side wall does not depend on the size of the bottom plate, and may be, for example, a size that protrudes forward of the bottom plate. This is because the position of the bolts that tighten and fix the joint is shifted back and forth to ensure stable support.

【0014】 尚、底板、背板、側壁は、すべて正方形または長方形に成形することが望まし い。成形容易であり、側壁の場合はボルトの位置をずらして固定できる等の利点 があるからである。It is desirable that the bottom plate, the back plate, and the side wall are all formed into a square or a rectangle. This is because it is easy to form, and in the case of the side wall, there are advantages such as being able to shift and fix the position of the bolt.

【0015】 この請求項3記載の金具における側壁は、底板の中央部に直立させても、ある いは底板の端縁部分に直立させても良い。いずれの場合でも、側壁の下縁は底板 に接合し、側壁の後端縁は背板に接合するので、強度的には略同一の強さを保て るからである。The side wall of the metal fitting according to the third aspect may be erected on the center portion of the bottom plate or on the edge portion of the bottom plate. In either case, the lower edge of the side wall is joined to the bottom plate, and the rear edge of the side wall is joined to the back plate, so that the strength can be kept substantially the same.

【0016】 尚、請求項1または請求項2に係る継手金具は、梁と梁を接合する接続金具と しても使用できることは勿論である。その場合には、背板同士を適宜手段(例え ば溶接)によって固定し、梁仕口に成形したスリットにそれぞれ側壁を挿入し、 ボルト(ビス)等により仕口を締め固定すれば良いからである。また前記説明で は梁と柱の接合、梁と梁との接合について説明したが、本考案に係る継手金具は 柱と横架材、横架材同士の接合等、木造建築の各部位において使用できる。It is needless to say that the joint fitting according to claim 1 or 2 can also be used as a connecting fitting for joining beams to each other. In that case, the back plates may be fixed to each other by appropriate means (eg welding), the side walls may be inserted into the slits formed in the beam joint, and the joints may be tightened and fixed by bolts (screws). is there. In the above description, the beam-to-column connection and the beam-to-beam connection are explained. However, the joint fitting according to the present invention is used in each part of a wooden construction, such as a connection between a column and a horizontal material, or a horizontal material. it can.

【0017】[0017]

【実施例】【Example】

以下、添付図面に基づいて本考案の実施例を説明する。 図1、図2は本考案に係る継手金具の一例を示す斜視図である。図に示すよう にこの金具21は、対向する二枚の方形の側壁22,23と、側壁22,23の 端縁を連絡する長方形の背板24、さらに側壁22,23および背板24の底縁 を支持する長方形の底板25とを備え、側壁22,23および背板24には所定 数のボルト孔26〜31を設けてある。 Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings. 1 and 2 are perspective views showing an example of a fitting according to the present invention. As shown in the figure, the metal fitting 21 includes two rectangular side walls 22 and 23 facing each other, a rectangular back plate 24 connecting the edges of the side walls 22 and 23, and the bottoms of the side walls 22 and 23 and the back plate 24. A rectangular bottom plate 25 that supports the edges is provided, and the side walls 22, 23 and the back plate 24 are provided with a predetermined number of bolt holes 26 to 31.

【0018】 一方、この金具21を使用し柱35に接合する横架材36の仕口端部には、上 下方向に2本スリット41,42を形成するとともに、これらスリット41,4 2に挟まれた部材中央部43の先端を欠き落として後退させ、さらに横架材36 を水平に貫通するボルト孔45,46を穿設する。On the other hand, two slits 41 and 42 are formed in the upward and downward directions at the end of the joint of the horizontal member 36 which is joined to the column 35 by using the metal fitting 21, and these slits 41 and 42 are formed. The tip of the central portion 43 of the sandwiched member is cut off and retracted, and further, bolt holes 45 and 46 are formed to horizontally penetrate the horizontal member 36.

【0019】 金具21は例えば鋼板パネルを使用して形成する。この実施例では底板25の 上面から側壁22,23の上縁までの高さ寸法を、横架材36の高さ寸法に一致 させてある。横架材上面から金具が突出しない範囲内で金具21の支持強度を向 上させるためである。The metal fitting 21 is formed using, for example, a steel plate panel. In this embodiment, the height dimension from the upper surface of the bottom plate 25 to the upper edges of the side walls 22 and 23 is made to match the height dimension of the horizontal member 36. This is to improve the support strength of the metal fitting 21 within a range in which the metal fitting does not project from the upper surface of the horizontal member.

【0020】 またボルト孔26〜29(45〜46)は、この実施例では2本のボルトで横 架材36を支持できるように左右の側壁にそれぞれ2個ずつ設けたが、横架材( 金具)の高さ寸法あるいは必要な接合強度に応じ、各側壁に1個あるいは3個以 上設け、必要数のボルトで横架材36を接合するようにしても良い。横架材36 には、梁のほか、桁や胴差等の部材が含まれ、本考案の継手金具はこれら各横架 材の継手(仕口)金具として使用することが出来る。In this embodiment, two bolt holes 26 to 29 (45 to 46) are provided on each of the left and right side walls so that the horizontal member 36 can be supported by two bolts. Depending on the height of the metal fitting or the required joining strength, one or three or more pieces may be provided on each side wall, and the horizontal member 36 may be joined with the required number of bolts. The horizontal member 36 includes beams, members such as girders and body differences, and the joint fitting of the present invention can be used as a joint (joint) fitting for each of these horizontal members.

【0021】 横架材36の仕口に形成するスリット41,42の間隔は、側壁22がスリッ ト41に、側壁23がスリット42にそれぞれ嵌合するよう金具側壁22,23 の間隔と略同一幅とする。また各スリット41,42の溝幅は、側壁22,23 の肉厚と略同一幅に設定する。金具の側壁22,23をスリット41,42内に 挟持して横架材36の横ぶれを確実に防ぐためである。The spacing between the slits 41 and 42 formed in the joint of the horizontal member 36 is substantially the same as the spacing between the metal fitting side walls 22 and 23 so that the side wall 22 fits into the slit 41 and the side wall 23 fits into the slit 42, respectively. Width. The groove width of each slit 41, 42 is set to be substantially the same as the wall thickness of the side walls 22, 23. This is because the side walls 22 and 23 of the metal fittings are sandwiched in the slits 41 and 42 to reliably prevent the horizontal cross member 36 from lateral deviation.

【0022】 横架材側面のボルト孔45,46は、金具側壁のボルト孔26〜29に対応す るよう穿設する。すなわち部材中央部43を金具底板25の上に載せ、図2に示 すように横架材36(部材左右部47,48)の先端を柱側面に当接させた場合 に、横架材のボルト孔45と金具のボルト孔26,28、およびボルト孔46と ボルト孔27,29とを、一致して接合用のボルト(図示せず)を嵌装させるこ とが可能となる。またこのとき、横架材36の部材中央部43の先端と金具背板 24との間に隙間Sが形成され、この隙間S内に金具固定用のボルト(背板のボ ルト孔30,31を使用して設置する;図示せず)の頭部を収容することが可能 となる。尚、かかる隙間Sを形成する部材中央部43の切欠加工、並びに前記ス リット41,42の形成は通常の電動工具等を使用して行うことができる。両加 工を同時にできる工具も近時知られている。The bolt holes 45 and 46 on the side surface of the horizontal member are formed so as to correspond to the bolt holes 26 to 29 on the side wall of the metal fitting. That is, when the member central portion 43 is placed on the metal fitting bottom plate 25 and the tips of the horizontal members 36 (left and right members 47, 48) are brought into contact with the side surfaces of the column as shown in FIG. It is possible to fit the bolt holes 45 and the bolt holes 26 and 28 of the metal fitting, and the bolt holes 46 and the bolt holes 27 and 29 so as to fit the joining bolts (not shown). Further, at this time, a gap S is formed between the tip of the member central portion 43 of the horizontal member 36 and the metal fitting back plate 24, and a bolt for fixing the metal fitting (the bolt holes 30, 31 of the back plate) is provided in the gap S. It is possible to house the head (not shown). The notch processing of the central portion 43 of the member forming the gap S and the formation of the slits 41 and 42 can be performed by using an ordinary electric tool or the like. Recently, tools that can perform both processes at the same time have been known.

【0023】 図3は本考案に係る継手金具の他の実施例を示す斜視図である。この金具51 は前記金具21と同様に二枚の側壁52,53と背板54、さらに側壁52,5 3と背板54の底縁を支持する底板55とを備えるものであるが、側壁の背板か らの前方突出量を、一方(53)を大きく他方(52)を小さくして、金具の平 面形状を略L字状としてある。横架材と金具51とを接合するボルト孔56,5 7は長寸の側壁53に設ける。かかる金具構造によれば、一方の側壁52を小さ くしたので金具の成形コストが低減する。FIG. 3 is a perspective view showing another embodiment of the joint fitting according to the present invention. Similar to the metal fitting 21, the metal fitting 51 has two side walls 52 and 53, a back plate 54, side walls 52 and 53, and a bottom plate 55 that supports the bottom edge of the back plate 54. The amount of front projection from the back plate is larger in one side (53) and smaller in the other side (52), and the flat shape of the metal fitting is substantially L-shaped. Bolt holes 56 and 57 for joining the horizontal member and the metal fitting 51 are provided in the long side wall 53. According to such a metal fitting structure, one side wall 52 is made small, so that the cost of forming the metal fitting is reduced.

【0024】 図4は第二の考案に係る継手金具の一例を示す図である。この金具61は底板 64と背板63とを備え、底板64および背板63に端縁が接合され且つ底板6 4の中央部から垂直に立ち上がる一枚の側壁62を備える。側壁62には、横架 材36との接合を可能とするボルト孔65を穿設する一方、側壁62を挟んで背 板63の左右には、金具61を柱35に固定するためのボルト孔66を設けてあ る。FIG. 4 is a view showing an example of a joint fitting according to the second invention. The metal fitting 61 includes a bottom plate 64 and a back plate 63, and one side wall 62 whose edges are joined to the bottom plate 64 and the back plate 63 and which rises vertically from the central portion of the bottom plate 64. The side wall 62 is provided with a bolt hole 65 that enables connection with the horizontal member 36. On the left and right of the back plate 63 with the side wall 62 sandwiched, bolt holes for fixing the metal fitting 61 to the pillar 35 are formed. 66 is provided.

【0025】 この金具61を使用する横架材36aの仕口は、側壁62の配設位置に対応し て部材中央位置にスリット67を形成するとともに、金具固定用ボルトの頭部を 収容する隙間Sを形成できるようにスリット67の接合側端部の左右を切り欠い て左右部位よりも後退させてある。側壁62は、図5に示すように金具の側縁部 に配しても構わない。ただしこのような金具構成71とした場合には、横架材3 6bのスリット77を側壁位置に対応させ横方にずらして形成する。尚、図5に おいて、符号73は背板、74は底板、75,76はボルト孔である。The joint of the horizontal member 36a using the metal fitting 61 has a slit 67 formed at the central position of the member corresponding to the position of the side wall 62, and a gap for accommodating the head of the metal fitting fixing bolt. In order to form S, the left and right sides of the joining-side end of the slit 67 are cut out so as to be set back from the left and right portions. The side wall 62 may be arranged at the side edge of the metal fitting as shown in FIG. However, in the case of such a metal fitting structure 71, the slits 77 of the horizontal bridge member 36b are formed by being laterally shifted corresponding to the side wall position. In FIG. 5, reference numeral 73 is a back plate, 74 is a bottom plate, and 75 and 76 are bolt holes.

【0026】 図6は第二の考案に係る継手金具の他の実施例を示す図である。この金具81 は横架材同士、例えば梁同士を接合する継手金具を構成したもので、前記図3に 示した金具51を二つ背中合わせに固定して一体化したものである。両金具51 ,51aを一体化するには、両金具の背板同士54,54aを例えば溶接して固 定する。かかる金具81によれば、横架材36c,36dの仕口端部に成形した スリット41,41a,42,42aに側壁52,52a,53,53aをそれ ぞれ挿入し、ボルト孔82〜85,82a〜85aに打ち込んだボルト(または ビス)等により仕口を締め固定し、両部材36c,36dを接合することが可能 となる。尚、前記図1乃至図2、図4、図5に示した金具21,61,71を使 用しても同様に横架材同士を接合するための継手金具を構成することが出来る。FIG. 6 is a view showing another embodiment of the joint fitting according to the second invention. This metal fitting 81 constitutes a joint metal fitting for joining horizontal members, for example, beams, and is made by integrally fixing two metal fittings 51 shown in FIG. 3 back to back. In order to integrate the two metal fittings 51, 51a, the back plates 54, 54a of the two metal fittings are fixed, for example, by welding. According to the metal fitting 81, the side walls 52, 52a, 53, 53a are respectively inserted into the slits 41, 41a, 42, 42a formed at the end portions of the cross members 36c, 36d, and the bolt holes 82-85 are inserted. , 82a to 85a, the joints can be fixed by tightening and fixing the joint with bolts (or screws) or the like. It should be noted that, even if the metal fittings 21, 61, 71 shown in FIGS. 1 to 2, 4 and 5 are used, a joint metal fitting for joining the horizontal members can be similarly constructed.

【0027】[0027]

【考案の効果】[Effect of the invention]

以上説明したように本考案に係る木造建築物の継手金具によれば、一個当たり の金属パネルの成型使用量を軽減して製造コストを低減し、同時に、仕口接合時 の位置決めをより容易化させ、横架材の加重を安定して支持することが可能とな る。 As described above, according to the joint fitting for a wooden building according to the present invention, the amount of metal panel used per piece is reduced to reduce the manufacturing cost, and at the same time, the positioning at the time of joining joints is made easier. Therefore, it becomes possible to stably support the weight of the horizontal members.

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

【図1】本考案に係る木造建築物の継手金具の一例を示
す斜視図である。
FIG. 1 is a perspective view showing an example of a joint fitting of a wooden building according to the present invention.

【図2】前記継手金具を使用して柱と横架材とを接合し
た状態を示す斜視図である。
FIG. 2 is a perspective view showing a state in which a column and a horizontal member are joined using the joint fitting.

【図3】本考案に係る木造建築物の継手金具の別の例を
示す斜視図である。
FIG. 3 is a perspective view showing another example of the joint fitting of the wooden building according to the present invention.

【図4】本考案に係る木造建築物の継手金具のさらに別
の例を示す斜視図である。
FIG. 4 is a perspective view showing still another example of the joint fitting of the wooden building according to the present invention.

【図5】本考案に係る木造建築物の継手金具のさらに別
の例を示す斜視図である。
FIG. 5 is a perspective view showing still another example of the joint fitting of the wooden building according to the present invention.

【図6】本考案に係る木造建築物の継手金具のさらに別
の例を示す斜視図である。
FIG. 6 is a perspective view showing still another example of the joint fitting of the wooden building according to the present invention.

【図7】従来の継手金具の一例を示す斜視図である。FIG. 7 is a perspective view showing an example of a conventional fitting.

【符号の説明】[Explanation of symbols]

21,51,61,71,81 継手金具 22,23,52,53,62 側壁 24,54,63,73 背板 25,55,64,74 底板 26〜31,45,46,56,57,65,66,7
5,76,82〜85,82a〜85a
ボルト孔 35 柱 36,36a〜36d 横架材 41,42,67,77 スリット 43 部材中央部 S 隙間
21, 51, 61, 71, 81 Joint fitting 22, 23, 52, 53, 62 Side wall 24, 54, 63, 73 Back plate 25, 55, 64, 74 Bottom plate 26-31, 45, 46, 56, 57, 65,66,7
5,76,82-85,82a-85a
Bolt hole 35 Pillar 36, 36a to 36d Horizontal member 41, 42, 67, 77 Slit 43 Member central portion S Gap

Claims (3)

【実用新案登録請求の範囲】[Utility model registration claims] 【請求項1】対向する二枚の側壁と、当該側壁の端縁を
連絡する背板と、側壁および背板の底縁を支持する底板
とを備え、前記側壁の少なくとも一方および背板に適宜
数のボルト孔を設けたことを特徴とする木造建築物の継
手金具。
1. An apparatus comprising: two opposing side walls; a back plate communicating an edge of the side wall; and a bottom plate supporting a bottom edge of the side wall and the back plate. A fitting for a wooden building, wherein a number of bolt holes are provided.
【請求項2】側壁の背板からの前方突出量は、一方を大
きく他方を小さくし、継手金具の平面形状を略L字状と
することを特徴とする前記請求項1記載の木造建築物の
継手金具。
2. A wooden building according to claim 1, wherein the amount of forward projection of the side wall from the back plate is such that one is large and the other is small, and the plan shape of the joint fitting is substantially L-shaped. Fitting fittings.
【請求項3】底板と背板を備え、当該底板および背板に
端縁が接合され且つ前記底板から垂直に立ち上がる一枚
の側壁を備え、該側壁は略方形をなし、当該側壁に所定
数のボルト孔を設けたことを特徴とする木造建築物の継
手金具。
3. A bottom plate and a back plate, wherein the bottom plate and the back plate each have an edge joined thereto and one side wall rising vertically from the bottom plate, the side wall having a substantially rectangular shape, and a predetermined number of side walls. A fitting for a wooden building, characterized by having bolt holes.
JP1997004930U 1997-05-26 1997-05-26 Fittings for wooden buildings Expired - Lifetime JP3044216U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1997004930U JP3044216U (en) 1997-05-26 1997-05-26 Fittings for wooden buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1997004930U JP3044216U (en) 1997-05-26 1997-05-26 Fittings for wooden buildings

Publications (1)

Publication Number Publication Date
JP3044216U true JP3044216U (en) 1997-12-16

Family

ID=43178647

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1997004930U Expired - Lifetime JP3044216U (en) 1997-05-26 1997-05-26 Fittings for wooden buildings

Country Status (1)

Country Link
JP (1) JP3044216U (en)

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