JP2000154599A - Wooden member joining metal fitting and joining structure of wooden member joined by this metal fitting - Google Patents

Wooden member joining metal fitting and joining structure of wooden member joined by this metal fitting

Info

Publication number
JP2000154599A
JP2000154599A JP10328632A JP32863298A JP2000154599A JP 2000154599 A JP2000154599 A JP 2000154599A JP 10328632 A JP10328632 A JP 10328632A JP 32863298 A JP32863298 A JP 32863298A JP 2000154599 A JP2000154599 A JP 2000154599A
Authority
JP
Japan
Prior art keywords
fitting
joining
wooden
joint
wooden member
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
JP10328632A
Other languages
Japanese (ja)
Other versions
JP4180166B2 (en
Inventor
Rikuro Saito
陸郎 齋藤
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.)
Nitto Mokuzai Sangyo KK
Original Assignee
Nitto Mokuzai Sangyo KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nitto Mokuzai Sangyo KK filed Critical Nitto Mokuzai Sangyo KK
Priority to JP32863298A priority Critical patent/JP4180166B2/en
Publication of JP2000154599A publication Critical patent/JP2000154599A/en
Application granted granted Critical
Publication of JP4180166B2 publication Critical patent/JP4180166B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To easily join wooden members by arranging a positioning means for positioning an inserting position in a metal fitting main body inserted into respective fitting parts of respective joining end parts of plural wooden members so as to stride over the mutual joining end parts. SOLUTION: When inserting a lower half part of a joining metal fitting 1 into a fitting groove 2b of a joining end part 2a of a column 2, a tapering tip part 7a of a rocket pin 7 is inserted into a fitting hole 2e. When striking the upper end of the metal fitting 1, the lower bottom surfaces of guide pins 5a, 5b are inserted by colliding with the bottom surface of a fitting recessed part 2d. When driving a drift pin into respective through hole 2f of the joining end part 2a, the pin is inserted into respective inserting holes 9 of a lower half part of the metal fitting 1 so that the lower half part is fixed to the joining end part 2a. A climbing beam 3 is hung up on the metal fitting 1, and a joining end part 3a of the climbing beam 3 is dropped in from the upper part after positioning a fitting groove 3b in the metal fitting 1. The drift pin is driven ino respective through holes 3f of the joining end part 3a to fix an upper half part of the metal fitting 1 to be thereby easily joined.

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】本発明は例えば木製柱と登り
梁との接合や梁同士の接合等に好適な木製部材接合用金
具およびその金具により接合される木製部材の接合構造
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fitting for joining wooden members suitable for, for example, joining a wooden pillar to an ascending beam, joining beams, and the like, and a joining structure of wooden members joined by the fitting.

【0002】[0002]

【従来の技術】近年、木造建築では、工期短縮・人件費
の削減・強度の向上・耐久性の向上・加工の単純化・熟
練者に頼ることのない精度の高い施工を目的として、木
製部材接合用金具が使用されるようになってきている。
2. Description of the Related Art In recent years, in wooden construction, wooden members have been developed for the purpose of shortening the construction period, reducing labor costs, improving strength, improving durability, simplifying processing, and performing construction with high precision without relying on skilled personnel. Joining fittings are being used.

【0003】従来、この種の木製部材接合用金具として
は、柱と梁、または柱と土台といった接合部分の接合用
金具は数多くあるが、柱と登り梁接合用の接合金具は少
ない。登り梁のメリットとしては、在来に比べて少量の
木材しか使用しないので、コストや工期が有利、小屋裏
が広く使える、強度が高いといったものがある。
Conventionally, as this kind of fittings for joining wooden members, there are many joining fittings for joining portions such as columns and beams, or columns and bases, but there are few joining fittings for joining columns and climbing beams. The advantages of climbing beams are that they use less wood than conventional ones, so they are advantageous in terms of cost and construction period, can be used widely in the attic, and have high strength.

【0004】従来、この種の木製部材接合用金具として
は、実開平6−51306号公報に示すもの(以下、従
来技術1という)、特許第2509036号公報に示す
もの(以下、従来技術2という)がある。これらは柱に
固定され、梁を受けるための支持板上に登り梁を落とし
込む方式のものである。さらに、特開平8−23991
1号公報に示すもの(以下、従来技術3という)、特開
平9−100580号公報に示すもの(以下、従来技術
4という)のようにコの字型の板を柱に固定し、このコ
字型板上に、スリットを設けた梁を落とし込む方式など
がある。
Conventionally, as this kind of fittings for joining wooden members, those disclosed in Japanese Unexamined Utility Model Publication No. 6-51306 (hereinafter referred to as prior art 1) and those disclosed in Japanese Patent No. 25009036 (hereinafter referred to as prior art 2). ). These are of the type that is fixed to a column and climbs up on a support plate for receiving the beam. Further, Japanese Unexamined Patent Application Publication No. 8-23991
A U-shaped plate is fixed to a pillar as shown in JP-A No. 1 (hereinafter, referred to as prior art 3) and as shown in JP-A-9-100580 (hereinafter, referred to as prior art 4). There is a method of dropping a beam provided with a slit on a character-shaped plate.

【0005】上記従来技術1では、登り梁をドリフトピ
ンだけでなく、鉄板でも支えているので、強度が高く、
大きな変形をもたらす終局的な破壊の状況でも、登り梁
を支持している可能性が高いので安全性が高い。
In the above prior art 1, since the climbing beam is supported not only by the drift pins but also by the iron plate, the strength is high.
Even in the event of a catastrophic failure that results in large deformations, it is more likely that the climbing beam will be supported, so that safety is high.

【0006】また、他の従来の接合用金具としては実開
平6−20608号公報掲載のもの(以下、従来技術5
という)のように登り梁を柱の上に置いて、鉄筋と接着
剤で固定する方式のものや、鉄板を、柱と梁の内部に挿
入してピンなどで固定する方式、または、特開昭57−
40042号公報掲載のもの(以下、従来技術6とい
う)のように、鉄板を、柱と梁の内部に挿入してボルト
で固定する方式、実用新案登録第3014220号公報
掲載のもの(以下、従来技術7という)のように梁を柱
に引き寄せて固定する方式、特許第2509036号公
報掲載のもの(以下、従来技術8という)のように、柱
に固定する部分と登り梁に固定する部分を蝶番により連
結して角度調節自在に構成した方式などがある。
[0006] As another conventional joining metal fitting, there is one disclosed in Japanese Utility Model Laid-Open Publication No. 6-20608 (hereinafter referred to as a conventional technique 5).
The method of placing a climbing beam on a pillar and fixing it with a reinforcing bar and an adhesive, or a method of inserting an iron plate inside a pillar and a beam and fixing it with a pin, or JP Showa 57-
A method of inserting an iron plate into columns and beams and fixing it with bolts, as disclosed in Japanese Patent No. 40042 (hereinafter referred to as Conventional Technique 6), and a method disclosed in Japanese Utility Model Registration No. 3014220 (hereinafter referred to as conventional). A method of pulling a beam to a column and fixing the same to a column as described in "Technology 7", and a portion to be fixed to a column and a portion to be fixed to a climbing beam as disclosed in Japanese Patent No. 250936 (hereinafter referred to as "Prior Art 8"). There is a method in which the angle can be freely adjusted by connecting with a hinge.

【0007】[0007]

【発明が解決しようとする課題】しかしながら、このよ
うな従来の木製部材接合用金具には次のような課題があ
る。
However, such conventional fittings for joining wooden members have the following problems.

【0008】従来技術1,2では、その金具本体に、梁
等を受ける鉄板を固着しているので、この梁の角度は鉄
板の角度にしか対応できない。そのために、登り梁等の
設計の自由度が制約される。したがって、登り梁等の角
度に応じた金具を予め種々用意しておく必要があり、金
型コストや在庫の増加を引き起こす。もしくは、特注品
対応で製作すれば、任意の角度の梁に種々対応すること
ができるが、一品生産のためコスト高になる上に、納期
が遅くなるなどの問題も発生する。
In the prior arts 1 and 2, since the iron plate for receiving the beam and the like is fixed to the metal fitting body, the angle of the beam can correspond only to the angle of the iron plate. For this reason, the degree of freedom in designing a climbing beam or the like is restricted. Therefore, it is necessary to prepare various metal fittings corresponding to the angles of the climbing beams or the like in advance, which causes an increase in die cost and inventory. Alternatively, if it is manufactured for a custom-made product, it is possible to cope with a beam having an arbitrary angle in various ways. However, there is a problem that the cost is increased due to the production of one product and the delivery time is delayed.

【0009】さらに、従来技術3,4の場合は、その図
5で示すように登り梁の角度は若干の範囲内の角度であ
れば対応できるが、1つの金具であらゆる角度に対応す
ることはできない。しかも、この接合金具では、登り梁
用と下り梁用の2種類の金具が必要であるので、金型や
在庫などのコストアップ要因となる。
Furthermore, in the case of the prior arts 3 and 4, as shown in FIG. 5, the angle of the climbing beam can be dealt with as long as the angle is within a certain range. Can not. In addition, this joint requires two types of metal fittings, one for the up beam and the other for the down beam, which increases the cost of the mold and the stock.

【0010】また、一般に木造建築においては、登り梁
の下端部を柱よりも先方へ突出させて軒先を出すことは
夏期等の日射遮蔽による省エネルギ面から重要である
が、これらの金具では構造上柱勝ちとなり、軒先を出す
ことができないという課題がある。
In general, in wooden constructions, it is important to protrude the eaves by projecting the lower end of the climbing beam forward beyond the pillar from the viewpoint of energy saving due to solar shading in summer or the like. There is a problem that the upper pillar wins and the eaves cannot be taken out.

【0011】従来技術5〜7の場合は、軒先を出すこと
ができるように工夫してあるが、従来技術5の場合は、
柱材や合掌材に鉄筋の挿入後に接着剤の注入が必要であ
るので、現場での施工手間が多く、コストがかかるばか
りか、高所での作業による安全性の課題もある。しか
も、これらの作業を地上で行うためには広い敷地が必要
になるなど、一般住宅向きではない。
In the case of the prior arts 5 to 7, the device is devised so that the eaves can be protruded.
Since it is necessary to inject an adhesive after inserting the reinforcing bar into the pillar material or the joint material, there is a lot of time and labor required for construction on site, and there is a problem of safety due to work at a high place. Moreover, these works are not suitable for ordinary houses, as a large site is required to perform these operations on the ground.

【0012】また、従来技術6についても、従来技術5
と同様に鉄板を柱材や梁材に挿入する方法であるが、接
着剤を使用することによる施工手間がかかるうえに、コ
スト、安全性、敷地といった先程の問題があり、さら
に、必要な強度を保つためにはピンまたは釘を沢山打つ
ために、断面積の大きい材料が必要になるなどの問題が
あり、一般住宅向きとはいえない。建築現場での施工手
間を省くために、柱や梁に金具を工場で取り付けて運搬
することも考えられるが、これら金具が柱や梁の取付部
から横方向へ突出するので、これら柱や梁同士を横方向
に密着させて並べにくいため、これらの運搬効率が悪
い。
[0012] Regarding the prior art 6, the prior art 5
This method inserts an iron plate into a pillar or beam in the same way as that described above, but requires additional work due to the use of adhesives, and has the same problems as cost, safety, and site. There is a problem that a material with a large cross-sectional area is required in order to hit many pins or nails in order to maintain the quality, and it cannot be said that it is suitable for ordinary houses. It is conceivable to attach metal fittings to columns and beams at the factory and transport them in order to save time and labor at construction sites.However, since these metal fittings protrude laterally from the column and beam mounting parts, these columns and beams can be used. Since it is difficult to arrange them in close contact with each other in the lateral direction, their transportation efficiency is poor.

【0013】さらに、従来技術6では、登り梁を柱に仮
止めするための仮止め手段を有しないので、登り梁の勾
配が大きい場合は登り梁が柱から滑り落ち易く危険であ
る。また、接合金具を柱と梁の取付位置に合せる位置決
め手段が取付用の締付ボルトしかないので、このボルト
を挿通させるための下穴と遊びにより、柱および梁と、
接合金具との取付位置にずれが生じ、取付金具の取付作
業の効率が低下するという課題がある。
Further, in the prior art 6, since there is no temporary fixing means for temporarily fixing the climbing beam to the column, when the gradient of the climbing beam is large, the climbing beam is likely to slide off the column, which is dangerous. Also, since there is only a fastening bolt for mounting, the positioning means for aligning the joint fitting to the mounting position of the column and the beam, the pilot hole and the play for inserting this bolt, the column and the beam,
There is a problem in that the mounting position of the mounting bracket is shifted, and the efficiency of the mounting operation of the mounting bracket is reduced.

【0014】さらに、柱と梁の接合後、荷重を受ける部
分がボルトのみであるので、荷重がボルトに集中して、
強度的にも弱く、経時変化による変形も大きくなり易
い。
Further, after the column and the beam are joined, only the bolt receives the load, so that the load is concentrated on the bolt,
The strength is weak, and the deformation due to the change with time tends to increase.

【0015】従来技術7の場合、柱と登り梁等の斜材同
士を引き寄せる力が作用し、両者間の接合力を増大させ
ることができるが、部品点数が多く、そのために、金具
の取付工程数が多く、また、登り梁等斜材自体の加工工
数が多く、これらがコストアップ要因となる。
In the case of the prior art 7, a force for attracting diagonal members such as columns and climbing beams acts to increase the joining force between the two members. However, the number of parts is large, and therefore, the mounting process of the metal fitting is required. The number is large, and the man-hours required to process the diagonal material itself such as climbing beams are large, and these factors increase costs.

【0016】従来技術8の場合、柱と登り梁等の斜材と
の接合角度を任意の角度に調節できるが、蝶番構造のた
め製造コストが増大すると共に、金具自体の重量が重く
なるという課題がある。
In the case of the prior art 8, the joining angle between the column and the diagonal member such as the climbing beam can be adjusted to an arbitrary angle, but the hinge structure increases the manufacturing cost and increases the weight of the fitting itself. There is.

【0017】このように登り梁の垂直方向の傾斜角度は
適宜調節できるが、登り梁の水平方向の角度、つまり、
柱の中心軸回りの角度についてはほぼ直角に限定され、
建築物の外形が四角形に限定されるという課題がある。
As described above, the vertical inclination angle of the climbing beam can be appropriately adjusted, but the horizontal angle of the climbing beam, that is,
The angle around the center axis of the column is limited to almost a right angle,
There is a problem that the outer shape of the building is limited to a square.

【0018】そこで本発明はこのような事情を考慮して
なされたもので、その目的は、登り梁等斜材の種々の垂
直方向の傾斜角度と水平方向の角度とに対応して柱等他
の木製部材に容易に接合させることができる低コストの
木製部材接合用金具およびその金具により接合される木
製部材の接合構造を提供することにある。
Accordingly, the present invention has been made in view of such circumstances, and an object of the present invention is to provide a column or the like corresponding to various vertical inclination angles and horizontal angles of diagonal members such as climbing beams. It is an object of the present invention to provide a low-cost wooden member joining fitting which can be easily joined to a wooden member and a joining structure of a wooden member joined by the fitting.

【0019】[0019]

【課題を解決するための手段】請求項1の発明は、接合
しようとする複数の木製部材の各接合端部の各嵌合部内
に、これら接合端部同士間を跨がるように挿入されて固
定される金具本体に、上記各嵌合部内への挿入位置をそ
れぞれ位置決めすると共に、挿入方向を案内する第1の
位置決め手段を設けたことを特徴とする木製部材接合用
金具である。なお、ここで木製部材接合用金具は鉄やそ
の合金等の金属、強化プラスチック、セラミックス等に
より構成してもよく、以下の請求項においても同様であ
る。
According to a first aspect of the present invention, a plurality of wooden members to be joined are inserted into respective fitting portions of the joining ends so as to straddle between the joining ends. A wooden member joining metal fitting, characterized in that a metal fitting body fixed in position is provided with first positioning means for positioning an insertion position into each of the fitting portions and guiding the insertion direction. Here, the fitting for joining wooden members may be made of metal such as iron or its alloy, reinforced plastic, ceramic or the like, and the same applies to the following claims.

【0020】この発明によれば、接合しようとする木製
部材の例えば柱と梁等の各接合部の各嵌合部内に、木製
部材接合用金具の両端部をそれぞれ挿入する際には、そ
の挿入位置が第1の位置決め手段により位置決めされ、
かつその挿入方向が案内される。このために、木製部材
接合用金具の各嵌合部内への挿入の位置決めを高精度、
かつ容易に行なうことができる。そして、この柱と梁等
の両接合端部の両嵌合部内に、これら接合端部同士間を
跨ぐように木製部材用接合金具が挿入されてから、この
金具が柱と梁等にそれぞれ固定されるので、これら柱と
梁等が木製部材用接合金具を介して強く接合される。
According to the present invention, when inserting both ends of the wooden member joining fitting into each fitting portion of each joining portion of the wooden member to be joined, for example, a column and a beam, the insertion is performed. The position is positioned by the first positioning means,
And the insertion direction is guided. For this reason, the positioning of the insertion of the wooden member joining fitting into each fitting portion is performed with high accuracy.
And it can be easily performed. Then, after the joining fitting for the wooden member is inserted into both fitting portions of both joining ends of the pillar and the beam so as to straddle between these joining ends, the fitting is fixed to the pillar and the beam, respectively. Therefore, these columns and beams are strongly joined via the joining member for wooden members.

【0021】しかも、この木製部材接合金具は、例えば
柱と梁等の接合端部の各嵌合部内に単に挿入されて、固
定されるだけであり、柱や梁等の接合角度を規制する受
け部等の部材がないので、1種類の木製部材接合用金具
により、梁等の種々の垂直方向の傾斜角度と、梁の種々
の水平方向の角度にも対応することができる。
Moreover, the wooden member joining bracket is simply inserted and fixed in each fitting portion of the joining end portion of, for example, a column and a beam, and the receiving member restricts the joining angle of the column and the beam. Since there is no member such as a part, it is possible to cope with various vertical inclination angles of the beam and the like and various horizontal angles of the beam by using one kind of wooden member fitting.

【0022】したがって、梁等の種々の傾斜角度と、柱
の中心軸回りに沿う水平方向角度毎に、種々の木製部材
用接合金具を予め製造し、保管する必要がないので、柱
と梁との接合施工の施工性を向上させることができると
共に、コスト低減を図ることができる。
Therefore, it is not necessary to manufacture and store various metal fittings for wooden members in advance at various angles of inclination of the beam and the like and at horizontal angles along the center axis of the column. The workability of the joining work can be improved, and the cost can be reduced.

【0023】さらに、木製部材接合用金具は、第1の位
置決め手段を有するので、例えば、この接合用金具の一
端部を、立設した柱の接合端部の嵌合部内に挿入して、
この金具の他端部を柱の接合端部から上方へ突出させた
状態で、この他端部上から例えば梁の接合端部の嵌合部
を落とし込み、嵌合させることにより、この梁を柱上に
仮止めすることができる。このために、梁の傾斜角度が
大きい場合でも、梁が柱上から滑り落ちて危険が生ずる
のを未然に防止することができる。さらにまた、単に梁
の嵌合部を梁の先端よりも内方に形成することにより、
梁の軒先を簡単に形成することができ、夏期等の日射遮
蔽による省エネルギ化を図ることができる。
Further, since the wooden member joining fitting has the first positioning means, for example, one end of the joining fitting is inserted into the fitting portion of the joining end of the upright pillar,
With the other end of the metal fitting protruding upward from the joint end of the column, the fitting portion of, for example, the joint end of the beam is dropped from above the other end and fitted, whereby the beam is joined to the column. Can be temporarily fixed on top. For this reason, even when the inclination angle of the beam is large, it is possible to prevent the beam from slipping off the pillar and causing danger. Furthermore, by simply forming the fitting part of the beam inside the tip of the beam,
The tip of the eaves of the beam can be easily formed, and energy can be saved by shielding solar radiation in summer and the like.

【0024】また、木製部材の一方、例えば柱の接合端
部に、木製部材接合用金具を工場等で予め取り付けて建
築現場等へ搬送する場合は、この柱に、その軸方向に沿
って、木製部材接合用金具を取り付けることにより、こ
の木製部材接合用金具が柱の横方向に突出するのを防止
することができる。このために、この木製部材接合用金
具を取り付けた柱の多数を横方向に高密度で並べて現場
等に搬送することができるので、その搬送効率を向上さ
せることができる。
When a wooden member is previously attached to one of the wooden members, for example, at the joint end of a column, at a factory or the like and transported to a building site or the like, the column is attached to the column along its axial direction. By attaching the wooden member joining fitting, it is possible to prevent the wooden member joining fitting from protruding in the lateral direction of the pillar. For this reason, many of the columns to which the wooden member joining fittings are attached can be arranged at high density in the horizontal direction and transported to a site or the like, so that the transport efficiency can be improved.

【0025】請求項2の発明は、金具本体は、板状体よ
りなり、第1の位置決め手段は、上記板状の金具本体
に、その挿入方向に沿う軸方向両端部を先細形状に形成
してなる棒状体をそれぞれ突設してなり、各木製部材の
接合端部の嵌合部内に嵌入されるように形成されている
ことを特徴とする請求項1記載の木製部材接合用金具で
ある。
According to a second aspect of the present invention, the metal fitting body is formed of a plate-like body, and the first positioning means forms the tapered metal body with both ends in the axial direction along the insertion direction thereof tapered. 2. A wooden member joining fitting according to claim 1, wherein the rod members are formed so as to protrude, and are formed so as to be fitted into the fitting portions at the joining ends of the respective wooden members. .

【0026】この発明によれば、第1の位置決め手段が
棒状体であり、その両端部が先細形状であるので、この
第1の位置決め手段を、柱や梁等の嵌合部内に容易に挿
入することができる。このために、この第1の位置決め
手段を両面に突設している金具本体と柱や梁等の各嵌合
部との位置決めを容易に行なうことができる。
According to the present invention, since the first positioning means is a rod-shaped body and both ends thereof are tapered, the first positioning means can be easily inserted into a fitting portion such as a pillar or a beam. can do. For this reason, it is possible to easily perform the positioning between the metal fitting body having the first positioning means projecting from both sides and each fitting portion such as a pillar or a beam.

【0027】したがって、この棒状体の第1の位置決め
手段が嵌入される柱や梁等の各嵌合部を、遊びが生じな
いようにきつ目(タイト)に形成した場合には、その位
置決めの容易性を低下させることなく、柱や梁等の各嵌
合部内に挿入されている金具本体のガタつきを低減する
ことができる。
Therefore, when each fitting portion such as a column or a beam into which the first positioning means of the rod is fitted is formed to be tight so that play does not occur, the positioning of the fitting is performed. It is possible to reduce rattling of the fitting body inserted into each fitting portion such as a pillar or a beam without lowering the ease.

【0028】また、第1の位置決め手段が棒状体である
ので、その棒状体の軸直角方向への金具本体の嵌合部内
での位置ずれを低減ないし防止することができる。
Further, since the first positioning means is a rod, it is possible to reduce or prevent a displacement of the rod in the fitting portion of the metal fitting body in a direction perpendicular to the axis.

【0029】請求項3の発明は、金具本体は、固定具に
より固定されることを特徴とする請求項1または2記載
の木製部材接合用金具である。なお、ここで固定具と
は、ドリフトピン等の固定用ピン、釘、スクリュー釘、
木ねじ等のねじ、ラグスクリュー、ボルト等接合金具を
木製部材に固定し得るものをいい、以下の請求項につい
も同様である。
According to a third aspect of the present invention, there is provided the metal member joining fitting according to the first or second aspect, wherein the fitting main body is fixed by a fixture. In addition, the fixing tool here is a fixing pin such as a drift pin, a nail, a screw nail,
A screw, such as a wood screw, a lag screw, a bolt, such as a bolt, which can be fixed to a wooden member, is also applicable to the following claims.

【0030】この発明によれば、木製部材接合用金具
を、柱や梁等の各接合端部の嵌合部内に挿入した後、固
定具により固定されるので、木製部材用接合金具を柱や
梁等の接合端部に容易にかつ強固に固定することができ
る。
According to the present invention, the wooden member joint fitting is fixed by the fixture after being inserted into the fitting portion of each joint end such as a column or a beam, so that the wooden member joint bracket is fixed to the column or the beam. It can be easily and firmly fixed to a joint end of a beam or the like.

【0031】請求項4の発明は、金具本体は、各木製部
材の各嵌合部内へそれぞれ挿入される挿入深さを規制す
る第2の位置決め手段を具備していることを特徴とする
請求項1〜3のいずれか1項に記載の木製部材接合用金
具である。
According to a fourth aspect of the present invention, the metal fitting body is provided with a second positioning means for regulating an insertion depth of each wooden member inserted into each fitting portion. It is a metal member joining metal fitting as described in any one of 1-3.

【0032】この発明によれば、木製部材構造用金具の
両端部を柱や梁等の嵌合部内に、それぞれ挿入すると、
その挿入深さが第2の位置決め手段により規制され、必
要以上に深く挿入されるのを防止することができる。
According to the present invention, when both ends of the wooden member structural fitting are inserted into fitting portions such as columns and beams, respectively,
The insertion depth is regulated by the second positioning means, and it is possible to prevent the insertion from being performed more deeply than necessary.

【0033】したがって、柱や梁等の嵌合部を、木製部
材構造用金具よりも若干大き目に形成しても、この嵌合
部内に、この木製部材構造用金具を所定深さの位置に挿
入することができる。このために、柱や梁等の嵌合部の
加工精度を必要以上に高くする必要がないので、その加
工の容易性と作業性とを共に向上させることができる。
また、柱に固定された木製部材接合用金具の一部が梁の
嵌合部内に単に嵌入され、この梁に固定される前の状態
において、第2の位置決め手段により梁の接合面がその
傾斜により柱の接合面からずれるのを防止することがで
きる。
Therefore, even if the fitting portion such as a pillar or a beam is formed slightly larger than the fitting for the wooden member structure, the fitting for the wooden member structure is inserted into the fitting portion at a position of a predetermined depth. can do. For this reason, since it is not necessary to increase the processing accuracy of the fitting portion such as the column or the beam more than necessary, it is possible to improve both the easiness of the processing and the workability.
Further, a part of the wooden member joining fitting fixed to the pillar is simply fitted into the fitting portion of the beam, and before being fixed to the beam, the joining surface of the beam is inclined by the second positioning means. Thereby, it is possible to prevent deviation from the joint surface of the column.

【0034】請求項5の発明は、第2の位置決め手段
は、金具本体の表裏両面の各中央部にてその両面の垂直
方向外方にそれぞれ突出する棒状体よりなり、各木製部
材の接合端部の位置決め用嵌合部内にそれぞれ嵌入され
るように形成されていることを特徴とする請求項1〜4
のいずれか1項に記載の木製部材接合用金具である。
According to a fifth aspect of the present invention, the second positioning means is formed of a rod-like body protruding outward in the vertical direction on each of the front and back surfaces of the metal fitting body at the center of each of the front and back surfaces thereof. 5. The device according to claim 1, wherein each of said first and second portions is formed so as to be fitted into a positioning fitting portion.
The wooden member joining fitting according to any one of the above.

【0035】この発明によれば、木製部材接合用金具の
第2の位置決め手段を、柱と梁等の各木製部材の位置決
め用嵌合孔内に挿入する際には、この第2の位置決め手
段の軸方向両端部が先細であるので、挿入し易い。ま
た、この位置決め用嵌合孔を第2の位置決め手段に対し
きつ目(タイト)に形成する場合には、上記挿入容易性
を殆ど低下させることなく、第2の位置決め手段が位置
決め用嵌合孔内でガタつくのを低減ないし防止すること
ができ、位置決め精度を向上させることができる。
According to the present invention, when the second positioning means of the wooden member joining fitting is inserted into the positioning fitting hole of each wooden member such as a pillar and a beam, the second positioning means is used. Are easy to insert since both ends in the axial direction are tapered. When the positioning fitting hole is formed to be tight (tight) with respect to the second positioning means, the second positioning means can be positioned without substantially reducing the ease of insertion. It is possible to reduce or prevent rattling in the inside, and it is possible to improve positioning accuracy.

【0036】請求項6の発明は、金具本体は、固定具の
軸部を挿通せしめる木製部材の貫通孔に連通する透孔を
具備していることを特徴とする請求項1〜5のいずれか
1項に記載の木製部材接合用金具である。
According to a sixth aspect of the present invention, the metal fitting body is provided with a through hole communicating with a through hole of a wooden member through which the shaft of the fixture is inserted. 2. A fitting for joining wooden members according to item 1.

【0037】この発明によれば、各木製部材の接合端部
の嵌合部内に、木製部材接合用金具を挿入し固定した接
合部に、さらに、他の木製部材を接合するために、他の
接合用金具を固定具により取り付ける場合には、この固
定具の軸部を、一方の接合用金具の透孔に通すことによ
り、複数の接合用金具同士が干渉し合うのを回避するこ
とができる。
According to the present invention, in order to join another wooden member to the joint where the wooden member joining fitting is inserted and fixed in the fitting portion at the joint end of each wooden member, another wooden member is joined. In a case where the joining metal fittings are attached by a fixing tool, the plurality of joining metal fittings can be prevented from interfering with each other by passing a shaft portion of the fixing tool through a through hole of one of the joining metal fittings. .

【0038】請求項7の発明は、請求項1〜6のいずれ
か1項に記載の木製部材接合用金具により、柱と木製斜
材ないし横架材の接合端部同士を接合してなる木製部材
接合構造である。
According to a seventh aspect of the present invention, there is provided a wooden member formed by joining the joining ends of a pillar and a wooden diagonal member or a horizontal member using the wooden member joining member according to any one of the first to sixth aspects. It is a member joining structure.

【0039】この発明によれば、上記請求項1〜6のい
ずれか1項に記載の接合しようとする木製部材が柱と、
登り梁や水平梁等の斜材ないし横架材であるので、柱
と、これら斜材ないし横架材の接合端部同士を木製部材
接合用金具により接合することができる。
According to this invention, the wooden member to be joined according to any one of claims 1 to 6 is a pillar,
Since it is a diagonal member or a horizontal member such as a climbing beam or a horizontal beam, it is possible to join the columns and the joining ends of these diagonal members or the horizontal member by a wooden member joining bracket.

【0040】しかも、この木製部材接合用金具は、登り
梁等の斜材ないし横架材の垂直方向に沿う傾斜角度と、
柱の軸心回りに沿う斜材ないし横架材の水平方向の角度
を規制する部材を有しないので、例えば1種類の木製部
材接合用金具により登り梁等斜材の種々の垂直方向の傾
斜角度と水平方向角度にそれぞれ対応することができ、
これらの種々の角度に対応して木製部材接合用金具を種
々製造し、かつ保管する必要がない。このために、木製
部材接合用金具の製造や保管のコスト低減を図ることが
できるうえに、現場での上記接合施工の施工性を向上さ
せることができ、建設工期の短縮を図ることができる。
In addition, the fitting for joining wooden members has an inclination angle along a vertical direction of a diagonal member or a horizontal member such as a climbing beam;
Since there is no member for restricting the horizontal angle of the diagonal member or the horizontal member along the axis of the column, for example, various vertical inclination angles of the diagonal member such as a climbing beam by one kind of wooden member joining bracket And horizontal angle respectively,
It is not necessary to manufacture and store various fittings for joining wooden members corresponding to these various angles. For this reason, it is possible to reduce the cost of manufacturing and storing the metal member joining metal fittings, improve the workability of the joining work on site, and shorten the construction period.

【0041】請求項8の発明は、木製部材接合用金具
は、その金具本体の厚さよりも長い幅に沿う幅方向が木
製斜材の長手方向に一致するように柱と斜材とに固定さ
れていることを特徴とする請求項7記載の木製部材接合
構造である。
According to an eighth aspect of the present invention, the wooden member joining bracket is fixed to the pillar and the diagonal member such that a width direction along a width longer than the thickness of the bracket main body coincides with a longitudinal direction of the wooden diagonal member. The wooden member joining structure according to claim 7, wherein:

【0042】この発明によれば、木製部材接合用金具
は、その幅員の方が厚さよりも長いので、断面係数が大
きく強度も大きい。そこで、この木製部材接合用金具
は、この断面係数の大きい幅方向が登り梁等の斜材の長
手方向に一致するように柱と斜材とにそれぞれ固定され
るので、木製部材接合用金具の強度と柱と斜材の接合強
度とを向上させることができる。
According to the present invention, since the width of the wooden member fitting is longer than its thickness, the wooden member has a large section modulus and a large strength. Therefore, the wooden member joining bracket is fixed to the column and the diagonal member such that the width direction of the large section modulus coincides with the longitudinal direction of the diagonal member such as a climbing beam. The strength and the joining strength between the column and the diagonal material can be improved.

【0043】請求項9の発明は、請求項1〜6のいずれ
か1項に記載の木製部材接合用金具により、横架材の接
合端部同士を接合してなる木製部材接合構造である。
According to a ninth aspect of the present invention, there is provided a wooden member joining structure in which the joining ends of the horizontal members are joined by the wooden member joining fitting according to any one of the first to sixth aspects.

【0044】この発明によれば、請求項1〜6のいずれ
か1項に記載の木製部材接合用金具により、登り梁等の
斜剤ないし水平梁等の横架材の接合端部同士を、これら
梁の種々の傾斜角度と水平方向角度により工場等で予め
接合した木製部材接合構造を提供することができる。ま
た、この木製部材接合構造を工場等で予め施工できるの
で、その施工効率と精度とを共に向上させることができ
る。
According to the present invention, with the fitting for joining wooden members according to any one of claims 1 to 6, the joining ends of the diagonal agent such as a climbing beam or the horizontal member such as a horizontal beam can be formed. A wooden member joint structure that is jointed in advance at a factory or the like can be provided by various inclination angles and horizontal angles of these beams. Moreover, since this wooden member joining structure can be preliminarily constructed in a factory or the like, the construction efficiency and accuracy can both be improved.

【0045】請求項10の発明は、木製部材接合用金具
は、その金具本体の厚さよりも長い幅に沿う幅方向を、
横架材の重力方向に向けて両横架材に固定されているこ
とを特徴とする請求項9記載の木製部材接合構造であ
る。
According to a tenth aspect of the present invention, in the wooden member joining bracket, the width direction along the width longer than the thickness of the bracket main body is defined by:
The wooden member joining structure according to claim 9, wherein the wooden member is fixed to both the horizontal members in the direction of gravity of the horizontal member.

【0046】この発明によれば、木製部材接合用金具
は、その厚さよりも断面係数の大きい幅員に沿う幅方向
が、梁等の横架材の重力方向に向くように各横架材に固
定されているので、この木製部材接合用金具の強度ない
し横架材同士の接合部の強度を増強させることができ
る。
According to the present invention, the wooden member joining bracket is fixed to each of the transverse members such that the width direction along the width having a larger section modulus than the thickness thereof is directed to the direction of gravity of the transverse member such as a beam. As a result, the strength of the fitting for joining wooden members or the strength of the joint between the horizontal members can be enhanced.

【0047】請求項11の発明は、接合しようとする複
数の木製部材の各接合端部の各嵌合部にそれぞれ嵌合さ
れて固定される固定部同士を、これら嵌合部に嵌合され
るヒンジにより連結して金具本体を構成し、上記各固定
部に、上記木製部材の各位置決め用嵌合部にそれぞれ嵌
合されて、その金具本体の上記各嵌合部への挿入を案内
する突部をそれぞれ形成したことを特徴とする木製部材
接合用金具である。
According to an eleventh aspect of the present invention, the fixing portions fitted and fixed to the fitting portions of the respective joining ends of the plurality of wooden members to be joined are fitted to the fitting portions. The metal fittings are connected to each other by a hinge to form a metal fitting body, and each fitting part is fitted to each of the positioning fitting parts of the wooden member to guide insertion of the metal fitting body into each of the fitting parts. It is a wooden member joining fitting characterized by forming a projection.

【0048】この発明によれば、木製部材接合用金具
は、登り梁等の斜材の接合端部に、それぞれ固定される
固定部同士をヒンジにより角度調節自在に連結している
ので、登り梁同士の種々の傾斜角度に対応することがで
きる棟金具として使用することができる。
According to the present invention, the wooden member joining fitting connects the fixed portions, which are respectively fixed, to the joining ends of the diagonal members such as the climbing beams by the hinges so as to be adjustable in angle. It can be used as a ridge fitting capable of coping with various inclination angles.

【0049】また、登り梁等の接合端部同士は、これら
接合端部の位置決め用嵌合部に嵌合する金具の突部によ
り、金属本体の各嵌合部へ挿入される位置が位置決めさ
れると共に、これら登り梁等の接合端部側へ相互に引き
寄せる力が作用するので、登り梁同士の結合力を増強さ
せることができる。さらに、工場等において、予め接合
金具を棟金具として2つの登り梁の接続端部同士に取り
付けた後、この2つの登り梁を接合金具のヒンジにより
内方へ2つ折りに曲げて、建設現場へ搬送できるので、
搬送効率を高めることができる。
The joining ends of the climbing beams and the like are positioned at the positions where they are inserted into the respective fitting portions of the metal body by the protrusions of metal fittings that fit into the positioning fitting portions of these joining ends. At the same time, a force for mutually pulling the joint ends of the climbing beams and the like acts, so that the coupling force between the climbing beams can be enhanced. Further, in a factory or the like, after the joining metal fittings are previously attached to the connection ends of the two climbing beams as ridge fittings, the two climbing beams are bent inward by the hinges of the joining metal fittings to be folded in half to the construction site. Because it can be transported,
The transfer efficiency can be improved.

【0050】請求項12の発明は、各固定部は、その突
部の各位置決め用嵌合部への嵌合位置を位置決めすると
共に、その挿入方向を案内する位置決め手段を具備して
いることを特徴とする請求項11記載の木製部材接合用
金具である。
According to a twelfth aspect of the present invention, each fixing portion is provided with positioning means for positioning the position of the projection to be fitted to each positioning fitting portion and guiding the insertion direction. A metal member fitting according to claim 11, wherein the metal member is a metal member.

【0051】この発明によれば、請求項11記載の木製
部材接合用金具を、登り梁等の各斜材の接合端部の嵌合
部内に挿入する際には、その挿入位置と挿入方向が木製
部材接合用金具の突部が位置決め用嵌合部内に嵌合され
ることにより、位置決めされると共に、案内される。
According to the present invention, when the fitting for joining wooden members according to the eleventh aspect is inserted into the fitting portion at the joining end of each diagonal member such as a climbing beam, the inserting position and the inserting direction are changed. The projections of the metal member joining fittings are fitted and positioned in the positioning fitting portions, thereby being positioned and guided.

【0052】請求項13の発明は、接合しようとする複
数の木製斜材の各接合端部の各嵌合孔内にそれぞれ挿入
されて固定される筒状ないし軸状の固定部同士を、この
嵌合孔内に挿入されるヒンジにより蝶着してなることを
特徴とする木製部材接合用金具である。
According to a thirteenth aspect of the present invention, the cylindrical or shaft-shaped fixing portions which are inserted and fixed in the respective fitting holes at the respective joint ends of the plurality of wooden sloping members to be joined are separated from each other. A wooden member joining fitting characterized by being hinged by a hinge inserted into a fitting hole.

【0053】この発明によれば、木製部材接合用金具の
各固定部を、所要角度で突き合わせられる登り梁等の各
木製斜材の接合端部の各嵌合孔内に挿入して固定する
と、これら接合端部同士がその突合せ角度で接合され
る。
According to the present invention, when each fixing portion of the wooden member joining bracket is inserted into each fitting hole at the joining end of each wooden diagonal member such as a climbing beam which is abutted at a required angle, and fixed. These joining ends are joined at the butting angle.

【0054】しかも、木製部材接合用金具は、その各固
定部をヒンジにより角度調節自在に連結しているので、
登り梁等の種々の傾斜角度に対応することができる。
In addition, since the fixing parts of the wooden member joining bracket are connected to each other by hinges so as to be adjustable in angle,
It is possible to cope with various inclination angles of a climbing beam or the like.

【0055】請求項14の発明は、各固定部は、固定具
により各木製斜材に固定されていることを特徴とする請
求項11〜13のいずれか1項に記載の木製部材接合用
金具である。
According to a fourteenth aspect of the present invention, each of the fixing portions is fixed to each of the wooden slant members by a fixing tool. It is.

【0056】この発明によれば、請求項11〜13のい
ずれか1項に記載の木製部材接合用金具を、固定具によ
り木製部材に固定するので、この金具を接着剤等により
木製部材に固着する工程と施工を省略することができ
る。
According to the present invention, the wooden member joining fitting according to any one of claims 11 to 13 is fixed to the wooden member by the fixture, so that the fitting is fixed to the wooden member with an adhesive or the like. Steps and construction can be omitted.

【0057】請求項15の発明は、請求項11〜14の
いずれか1項に記載の木製部材接合用金具により、登り
梁の接合端部同士を接合してなる木製部材接合構造であ
る。
According to a fifteenth aspect of the present invention, there is provided a wooden member joining structure in which the joining ends of climbing beams are joined to each other by the wooden member joining fitting according to any one of the eleventh to fourteenth aspects.

【0058】この発明によれば、請求項11〜14のい
ずれか1項に記載の木製部材接合用金具により、予め工
場等において、登り梁の接合端部同士を、登り梁の種々
の傾斜角度に応じて接合して接合構造を形成しておき、
必要に応じて建設現場に搬送することができる。これに
より、建設現場での施工を減らして建設現場の施工効率
と安全性の向上を図ることができ、その結果、建設工期
の短縮を図ることができる。
According to the present invention, the joining ends of the climbing beams are previously set at the factory or the like by using the metal fittings for joining wooden members according to any one of claims 11 to 14 so that the inclination angles of the climbing beams are various. Join to form a joint structure according to
It can be transported to the construction site as needed. As a result, the construction work at the construction site can be reduced, and the construction efficiency and safety at the construction site can be improved. As a result, the construction period can be shortened.

【0059】請求項16の発明は、木製部材接合用金具
は、その金具本体の厚さよりも長い幅に沿う幅方向を、
登り梁の重力方向に向けて両登り梁に固定されてなるこ
とを特徴とする請求項15記載の木製部材接合構造であ
る。
According to a sixteenth aspect of the present invention, the metal member joining metal fitting has a width direction along a width longer than the thickness of the metal fitting body.
The wooden member joining structure according to claim 15, wherein the wooden members are fixed to both climbing beams in the direction of gravity of the climbing beams.

【0060】この発明によれば、請求項15記載の木製
部材接合構造は、その厚さよりも断面係数の大きい幅員
に沿う幅方向が登り梁の重力方向に向けて登り梁の接合
端部に固定されているので、木製部材接合用金具の角度
ないし登り梁の接合端部同士の接合部の強度を増強させ
ることができる。
According to the present invention, the wooden member joining structure according to the fifteenth aspect is fixed to the joining end portion of the climbing beam in a width direction along a width having a larger section modulus than the thickness thereof in a direction of gravity of the climbing beam. Therefore, the strength of the angle of the wooden member joining fitting or the joining portion between the joining ends of the climbing beams can be enhanced.

【0061】[0061]

【発明の実施の形態】以下、本発明の実施形態を図1〜
図33に基づいて説明する。なお、これらの図中、同一
または相当部分には同一符号を付している。
BRIEF DESCRIPTION OF THE DRAWINGS FIG.
This will be described with reference to FIG. In these figures, the same or corresponding parts are denoted by the same reference characters.

【0062】図1(A)は本発明の第1の実施形態に係
る木製部材接合用金具である接合金具1の斜視図、
(B)は、この接合金具1の正面図、図2はこの接合金
具1により、木製部材である柱2の接合端部2aに、同
木製斜材である登り梁3の接合端部3aを軒先3xを伸
ばして接合した状態の説明図である。
FIG. 1A is a perspective view of a joining fitting 1 which is a joining fitting for wooden members according to the first embodiment of the present invention.
FIG. 2B is a front view of the joint 1, and FIG. 2 uses the joint 1 to attach a joining end 3 a of a climbing beam 3, which is a wooden diagonal member, to a joining end 2 a of a pillar 2, which is a wooden member. It is explanatory drawing of the state which joined and extended the eaves 3x.

【0063】図1(A)に示すように接合金具1は、長
方形の金具本体4の表裏両面のほぼ中央部にて、その板
厚方向外側方へ向けてそれぞれ直立する第2の位置決め
手段である丸棒状の一対のガイドピン5a,5bを一体
ないし一体的に突設している。金具本体4は、図1
(A)中縦方向の長さが同図中横方向、すなわち幅方向
の長さよりも長く、その幅員Wはその板厚tよりも長
い。
As shown in FIG. 1 (A), the joining fitting 1 is a second positioning means which stands upright toward the outside in the thickness direction at substantially the center of both sides of the rectangular fitting main body 4. A pair of round bar-shaped guide pins 5a and 5b are integrally or integrally protruded. The fitting body 4 is shown in FIG.
(A) The length in the middle vertical direction is longer than the length in the horizontal direction in the figure, that is, the width direction, and the width W is longer than the plate thickness t.

【0064】また、接合金具1は金具本体4の長手方向
に沿う中心軸上にて、一対のガイドピン5a,bと直交
する方向(図1(A)では上下方向)に伸びる第1の位
置決め手段である丸棒状の一対のロケットピン6,7が
同軸上に一体または一体的に形成されている。各ロケッ
トピン6,7の各先端部には先方に向けて先細の円錐台
状の先細部6a,7aを形成している。
The joining fitting 1 is a first positioning extending in a direction (vertical direction in FIG. 1A) orthogonal to the pair of guide pins 5a and b on a central axis along the longitudinal direction of the fitting main body 4. A pair of round rod-shaped rocket pins 6, 7 as means are integrally or integrally formed coaxially. Each of the rocket pins 6 and 7 has a tapered truncated cone-shaped tapered portion 6a and 7a formed at the tip end thereof.

【0065】さらに、接合金具1は金具本体4に、各ロ
ケットピン6,7の先細部6a,7aの始端から、所定
長先方まで伸びる透孔であるほぼ矩形状の上下一対の窓
8a,8bを板厚方向に穿設している。また、金具本体
4には、その長手方向両端部にて、板厚方向に貫通する
複数の挿通孔9,9…をそれぞれ穿設している。なお、
この接合金具1は鉄やその合金等の金属から主に構成さ
れるが、強化プラスチックやセラミックス等により構成
してもよい。
Further, the joining fitting 1 is provided on the fitting main body 4 with a pair of upper and lower windows 8a, 8b each having a substantially rectangular shape as a through-hole extending from the starting end of the tapered portion 6a, 7a of each rocket pin 6, 7 to a predetermined length. Are drilled in the thickness direction. Further, a plurality of insertion holes 9, 9,... Penetrating in the thickness direction are formed at both ends of the metal fitting body 4 in the longitudinal direction. In addition,
The joint 1 is mainly made of a metal such as iron or an alloy thereof, but may be made of a reinforced plastic or a ceramic.

【0066】そして、図2〜図6に示すように柱2の接
合端部2aと登り梁3の接合端部3aとには、接合金具
1の一対のガイドピン5a,5bの中心を境界として図
中上半部と下半部とをそれぞれ挿入せしめる嵌合部であ
る嵌合溝2b,3bをそれぞれ形成している。
As shown in FIGS. 2 to 6, the joint end 2a of the column 2 and the joint end 3a of the climbing beam 3 are bounded by the center of the pair of guide pins 5a and 5b of the joint fitting 1. Fitting grooves 2b, 3b, which are fitting portions for inserting the upper half and the lower half in the figure, respectively, are formed.

【0067】図3に示すように柱2の嵌合溝2bは、登
り梁3の接合端部3aに、所要角度で突き合わされる接
合端部2aの突き合わせ傾斜端面である木口2cの厚さ
方向中間部にて幅方向に貫通すると共に、長手方向図中
下方に向けて所定深さで形成されている。
As shown in FIG. 3, the fitting groove 2b of the pillar 2 is formed in the thickness direction of the butt end 2c, which is a sloping end face of the joining end 2a to be joined to the joining end 3a of the climbing beam 3 at a required angle. It penetrates in the width direction at the intermediate portion, and is formed at a predetermined depth downward in the longitudinal direction drawing.

【0068】この嵌合溝2bは、柱2の木口2cにて、
接合金具1の一対のガイドピン5a,5bの直径方向下
半部(図2中下半部)の全長が嵌入される位置決め用嵌
合部である嵌合凹部2dと、この嵌合凹部2dの中心部
と同心状の縦孔である例えば円形の嵌合孔2eを長手方
向に形成し、この嵌合孔2e内に図3中下方のロケット
ピン7が軸方向に嵌入されるようになっている。
This fitting groove 2 b is
A fitting recess 2d, which is a positioning fitting portion into which the entire length of the lower half in the diameter direction (the lower half in FIG. 2) of the pair of guide pins 5a and 5b of the joint fitting 1 is fitted, and the fitting recess 2d For example, a circular fitting hole 2e, which is a vertical hole concentric with the center portion, is formed in the longitudinal direction, and the rocket pin 7 shown in FIG. 3 is axially fitted into the fitting hole 2e. I have.

【0069】また、図4に示すように、接合金具1の図
中下半部が柱2の接合端部2aの嵌合溝2b内に挿入さ
れ、かつ一対のガイドピン5a,5bの下半部が嵌合凹
部2d内に嵌入されたときに、この接合金具1の下半部
の各挿通孔9に各々連通する貫通孔2fが柱2の厚さ方
向に貫通するように穿設されている。
As shown in FIG. 4, the lower half of the joint fitting 1 in the figure is inserted into the fitting groove 2b of the joint end 2a of the column 2, and the lower half of the pair of guide pins 5a, 5b. When the portion is fitted into the fitting concave portion 2d, through holes 2f communicating with the respective insertion holes 9 in the lower half of the joint fitting 1 are formed so as to penetrate in the thickness direction of the column 2. I have.

【0070】そして、この柱2の嵌合溝2bとほぼ同様
に、図2,図5,図6に示すように、登り梁3の嵌合溝
3bは、柱2の接合端に突き合わされる接合端部3aに
おいて、接合金具1の一対のガイドピン5a,5bの図
2中直径方向上半部のほぼ全長が嵌入される位置決め用
嵌合部である嵌合凹部3dと、この嵌合凹部3dの中心
部と同心状の縦孔である例えば円形の嵌合孔3eを長手
方向に形成し、この嵌合孔3e内に図2中上部ロケット
ピン7が軸方向に嵌入されるようになっている。
In substantially the same manner as the fitting groove 2 b of the pillar 2, the fitting groove 3 b of the climbing beam 3 abuts on the joint end of the pillar 2 as shown in FIGS. 2, 5 and 6. At the joining end 3a, a fitting recess 3d, which is a fitting portion for positioning, into which substantially the entire length of the upper half of the pair of guide pins 5a and 5b in the diametrical direction in FIG. For example, a circular fitting hole 3e, which is a vertical hole concentric with the center of 3d, is formed in the longitudinal direction, and the upper rocket pin 7 in FIG. 2 is fitted into the fitting hole 3e in the axial direction. ing.

【0071】また、図2に示すように、接合金具1の図
中上半部が登り梁3の接合端部3aの嵌合溝3b内に挿
入され、かつ一対のガイドピン5a,5bの上半部が嵌
合凹部2d内に嵌入されたときに、この接合金具1の上
半部の各挿通孔9に各々連通する貫通孔3fが登り梁3
の接合端部3aの厚さ方向に貫通するように穿設されて
いる。
As shown in FIG. 2, the upper half of the joint 1 in the drawing is inserted into the fitting groove 3b of the joint end 3a of the climbing beam 3, and the upper part of the pair of guide pins 5a, 5b When the half part is fitted into the fitting concave part 2d, the through-holes 3f communicating with the respective insertion holes 9 in the upper half part of the joining metal fitting 1 form the ascending beams 3.
Is formed so as to penetrate in the thickness direction of the joint end 3a.

【0072】これら柱2と登り梁3には、その各接合端
部2a,3aの垂直方向傾斜角と、各嵌合溝2b,3b
とが工場等で事前に加工(プレ加工)されており、図3
〜図6に示すように接合金具1により軒先3xを柱2か
ら外方へ突出させた状態で建設現場等で接合される。
Each of the pillar 2 and the climbing beam 3 has a vertical inclination angle of each joint end 2a, 3a, and each fitting groove 2b, 3b.
Are pre-processed (pre-processed) at a factory or the like, and FIG.
As shown in FIG. 6, the eaves 3x are projected from the columns 2 outwardly by the joining fittings 1 at a construction site or the like.

【0073】すなわち、図3に示すようにまず、柱2の
接合端部2aの嵌合溝2b内に、接合金具1の図3中下
半部を挿入する。
That is, as shown in FIG. 3, first, the lower half portion of the joining fitting 1 in FIG. 3 is inserted into the fitting groove 2b of the joining end 2a of the column 2.

【0074】すると、接合金具1の下部ロケットピン7
の先細先端部7aが嵌合孔2e内に挿入される。すなわ
ち、ロケットピン7の先細先端部7aが先細であるの
で、嵌合孔2e内に容易に挿入され、位置決めされる。
Then, the lower rocket pin 7 of the joint 1
Is inserted into the fitting hole 2e. That is, since the tapered tip portion 7a of the rocket pin 7 is tapered, it is easily inserted into the fitting hole 2e and positioned.

【0075】そこで、接合金具1の上端を図示しないハ
ンマー等により図3中白矢印に示すように、下方へ例え
ば打撃力等を加えると、図4に示すように、ロケットピ
ン7の挿入方向が嵌合孔2eにより案内されて、一対の
ガイドピン5a,5bの下底面が嵌合凹部2dの底面に
衝突して挿入され、それ以上の挿入深さが規制される。
これにより接合金具1の下半部のほぼ全体が嵌合溝2b
内に嵌入され、接合金具1の上半部が木口2cから上方
へ突出した状態になる。
When the upper end of the joint 1 is subjected to, for example, a striking force downward as shown by a white arrow in FIG. 3 with a hammer or the like (not shown), the insertion direction of the rocket pin 7 is changed as shown in FIG. Guided by the fitting hole 2e, the lower bottom surfaces of the pair of guide pins 5a and 5b collide with the bottom surfaces of the fitting recesses 2d and are inserted, and the further insertion depth is regulated.
As a result, almost the entire lower half of the joint 1 is fitted into the fitting groove 2b.
And the upper half of the joint 1 protrudes upward from the opening 2c.

【0076】そして、一対のガイドピン5a,5bによ
り接合金具1の柱2の嵌合溝2bへの挿入深さが規制さ
れるので、この接合金具1を嵌合溝2b内へ簡単に所定
の深さまで挿入することができ、必要以上の深さまで挿
入するのを防止できる。
The insertion depth of the column 2 into the fitting groove 2b of the joint 1 is regulated by the pair of guide pins 5a and 5b, so that the joint 1 is easily inserted into the fitting groove 2b by a predetermined amount. It can be inserted to a depth, and can be prevented from being inserted to a depth more than necessary.

【0077】次に、図4に示すように柱2の接合端部2
aの各貫通孔2fにドリフトピン10をそれぞれ打ち込
むと、これらドリフトピン10の軸部が接合金具1の図
3中下半部の各挿通孔9内を挿通して、その裏面側へ達
するので、接合金具1の下半部が柱2の接合端部2aに
強く固定される。
Next, as shown in FIG.
When the drift pins 10 are driven into the respective through holes 2f of a, the shaft portions of the drift pins 10 pass through the respective insertion holes 9 in the lower half portion of FIG. The lower half of the joint 1 is strongly fixed to the joint end 2 a of the column 2.

【0078】この後、図5の白矢印に示すように接合金
具1上に、登り梁3をクレーン等により吊り上げ、その
上方から登り梁3の接合端部3aを、この接合金具1に
嵌合溝3bを位置決めしてから落とし込む。その際、接
合金具1の図5中上部ロケットピン6の先細先端部6a
が登り梁3の嵌合溝3bの嵌合孔3e内に挿入されるの
で、その位置決めが容易に行なわれ、かつ登り梁3の落
し込みに応じて上部ロケットピン6が嵌入孔3e内を挿
入されることにより、接合金具2の嵌合溝3bへの挿入
方向が案内される。
Thereafter, as shown by a white arrow in FIG. 5, the climbing beam 3 is lifted by a crane or the like on the joint 1 and the joint end 3a of the climbing beam 3 is fitted to the joint 1 from above. After the groove 3b is positioned, it is dropped. At this time, the tapered tip 6a of the upper rocket pin 6 in FIG.
The upper rocket pin 6 is inserted into the fitting hole 3e of the fitting groove 3b of the climbing beam 3 so that the positioning can be easily performed. This guides the insertion direction of the joint fitting 2 into the fitting groove 3b.

【0079】これにより、図6に示すように登り梁3の
接合端部3aの図中傾斜下底面が柱2の接合端部2aの
傾斜上端面に突き合わされる。そこで、登り梁3の接合
端部3aの各貫通孔3f内にドリフトピン10をそれぞ
れ打ち込むことにより、接合金具1の上半部を登り梁接
合端部3aに固定する。
Thus, as shown in FIG. 6, the inclined lower bottom surface of the joining end 3a of the climbing beam 3 in the figure abuts against the inclined upper end surface of the joining end 2a of the column 2. Therefore, the upper half of the joint 1 is fixed to the climbing beam joining end 3a by driving the drift pins 10 into the through holes 3f of the joining end 3a of the climbing beam 3 respectively.

【0080】これにより、柱2と登り梁3の両接合端部
2a,3a同士は、軒先3xを柱2よりも先方へ突出さ
せた状態で接合金具1により強固に固定される。
Thus, the joining ends 2a, 3a of the pillar 2 and the climbing beam 3 are firmly fixed by the joining fitting 1 in a state where the eaves tip 3x projects beyond the pillar 2.

【0081】しかも、登り梁3の傾斜角度は、この登り
梁3と柱2の両接合端部3a,2aの突合せ面の傾斜角
のみにより規制され、接合金具1により登り梁3の傾斜
角が規制されないので、この1種類の接合金具1により
登り梁3の種々の傾斜角(垂直方向の傾斜角)に対応す
ることができる。
Further, the inclination angle of the climbing beam 3 is restricted only by the inclination angle of the abutting surfaces of the joining ends 3a and 2a of the climbing beam 3 and the column 2. The inclination angle of the climbing beam 3 is determined by the joint fitting 1. Since there is no restriction, it is possible to cope with various inclination angles (vertical inclination angles) of the climbing beam 3 with this one type of joint fitting 1.

【0082】したがって、登り梁3の種々の傾斜角にそ
れぞれ対応して種々の接合金具1を製造し、保管する必
要がないので、コスト低減を図ることができるうえに、
接合金具1を柱2と登り梁3の両接合端部2a,3a同
士に取り付け接合するための施工の作業性を向上させる
ことができる。
Accordingly, it is not necessary to manufacture and store various joining fittings 1 corresponding to various inclination angles of the climbing beam 3, so that cost can be reduced, and
It is possible to improve the workability of the work for attaching and joining the joining fitting 1 to the joining ends 2a and 3a of the pillar 2 and the climbing beam 3.

【0083】また、図5に示すように柱2に固定した接
合金具1上に、登り梁3の接合端部3aを落とし込み、
その嵌合溝3b内に接合金具1の上半部を嵌入させた状
態で、接合金具1により登り梁3を仮止めすることがで
きるので、登り梁3が柱2上で滑落するのを防止するこ
とができ、建設現場での安全性の向上を図ることができ
る。また、この仮止め時には、一対のガイドピン5a,
5bが各嵌合凹部2,3d内にそれぞれ嵌入されている
ので、登り梁3の接合面がその傾斜により柱2の接合面
上からずれるのを防止することができる。しかも、一対
のガイドピン5a,5bが登り梁3と柱2との接合面上
ないし近傍にあるので、ガイドピン5a,5bにかる負
荷を軽減することができる。このために、ガイドピン5
a,5bの小形化を図ることができる。
Further, as shown in FIG. 5, the joining end 3a of the climbing beam 3 is dropped onto the joining fitting 1 fixed to the column 2,
The climbing beam 3 can be temporarily fixed by the joining metal fitting 1 in a state in which the upper half portion of the joining metal fitting 1 is fitted into the fitting groove 3b, so that the climbing beam 3 is prevented from sliding down on the column 2. And safety at the construction site can be improved. At the time of the temporary fixing, a pair of guide pins 5a,
Since 5b is fitted in each of the fitting concave portions 2 and 3d, it is possible to prevent the joining surface of the climbing beam 3 from being shifted from the joining surface of the column 2 due to its inclination. In addition, since the pair of guide pins 5a and 5b are on or near the joint surface between the climbing beam 3 and the column 2, the load on the guide pins 5a and 5b can be reduced. For this purpose, the guide pin 5
a, 5b can be reduced in size.

【0084】そして、図4に示すように接合金具1を柱
2の嵌合溝2bに固定した工程において、接合金具1の
図中上半部が柱2の接合端部2aから軸方向に突出し、
横方向(軸直角方向)には突出しないので、例えば工場
等でこの接合金具1を柱2に予め固定して木製部材接合
構造に構成してから、その複数を建設現場に搬送する場
合には、この複数の木製部材接合構造同士を横方向に高
密度で並べても、隣り合う接合金具1同士を干渉させず
に搬送することができる。したがって、木製部材接合構
造の搬送の効率と容易性とを共に向上させることができ
る。
Then, as shown in FIG. 4, in the step of fixing the joint 1 to the fitting groove 2b of the column 2, the upper half of the joint 1 in the figure projects axially from the joint end 2a of the column 2. ,
Since it does not protrude in the lateral direction (perpendicular to the axis), for example, in a factory or the like, when the joining fitting 1 is fixed to the column 2 in advance to form a wooden member joining structure, and a plurality of the joining members are transported to the construction site, Even if the plurality of wooden member joint structures are arranged at a high density in the lateral direction, it is possible to transport the adjacent joint members 1 without causing interference. Therefore, it is possible to improve both the efficiency and ease of transportation of the wooden member joining structure.

【0085】さらにまた、接合金具1は、その断面係数
が板厚方向よりも大きい幅方向を、登り梁3の長手方向
にほぼ一致させているので、接合金具1自体の強度ない
し柱2と登り梁3の接合強度を共に増強させることがで
きる。
Furthermore, since the width direction of the joining metal fitting 1 whose cross section modulus is larger than the thickness direction substantially coincides with the longitudinal direction of the climbing beam 3, the strength of the joining metal fitting 1 itself or the height of the column 2 can be improved. The joint strength of the beam 3 can be enhanced together.

【0086】以上説明したように、接合金具1は種々の
垂直方向の傾斜角度の登り梁3を軒先3xを形成した状
態で柱2に接合することができ、登り梁3の傾斜角度が
例えば図7で示す3寸勾配から図8で示す8寸勾配ま
で、あるいは、これから図9で示す10寸勾配まで如何
なる勾配であっても、1種類の接合金具1により対応す
ることができる。なお、図7〜図9中、破線は登り梁3
に直交方向に接続される母屋11であり、複数の登り梁
3上には図示しない屋根パネルが取り付けられる。
As described above, the joining fitting 1 can join the climbing beam 3 having various vertical inclination angles to the column 2 in a state where the eaves tip 3x is formed, and the inclination angle of the climbing beam 3 is, for example, as shown in FIG. Any kind of gradient from the three-dimensional gradient shown in FIG. 7 to the eight-dimensional gradient shown in FIG. 8 or from now on to the ten-dimensional gradient shown in FIG. 7 to 9, the broken line indicates the climbing beam 3.
A roof panel (not shown) is mounted on the plurality of climbing beams 3.

【0087】図10はこの1種類の接合金具1を、例え
ば1つの小屋組みにおいて、棟金具1Aとして使用する
場合や、3寸勾配の登り梁3,3同士の接合用金具1
B、7寸勾配の登り梁3と柱2との接合用金具1Cとし
て使用する場合をそれぞれ示している。
FIG. 10 shows a case in which this one kind of joint fitting 1 is used as a ridge fitting 1A in, for example, one hut assembly, or a joint fitting 1 for climbing beams 3 with a three-dimensional gradient.
B, the case where it is used as a fitting 1C for joining the ascending beam 3 and the column 2 having a gradient of 7 dimensions, respectively.

【0088】さらに図11〜図16は上記接合金具1
を、1つの小屋組みにおいて、登り梁3同士、または登
り梁3と柱2とを接合する金具として使用する場合の種
々の例を示している。すなわち、図11は横対縦が8寸
対10寸勾配の登り梁3と、柱2とを接合する接合用金
具1Dを示し、図12は3寸勾配の登り梁3と柱2とを
接合する接合用金具1Eとをそれぞれ示している。
FIGS. 11 to 16 show the joint 1
Shows various examples of using the as a metal fitting for joining the climbing beams 3 or the climbing beams 3 and the columns 2 in one hut. That is, FIG. 11 shows a joining metal fitting 1D for joining a climbing beam 3 having an inclination of 8 to 10 in the horizontal to vertical direction and a column 2, and FIG. And the joining metal fittings 1 </ b> E.

【0089】図13は1つの小屋組みにおいて、8寸勾
配の登り梁3と柱2とを接合する接合用金具1Fと、
4,5寸勾配の登り梁3と柱2とを接合する2つの接合
用金具1G,1Gとを併用する例を示している。図14
は、10寸勾配の登り梁3と柱2とを接合する2つの接
合用金具1Hを示し、図15は、1つの小屋組みにおい
て、3寸勾配の登り梁3と柱2とを接合する接合用金具
1Iと、5寸対10寸勾配(20寸勾配)の登り梁3と
柱2とを接合する接合用金具1Jとを併用する例を示し
ている。図16は1つのアーチ小屋組みにおける3寸勾
配の登り梁3と10寸勾配の登り梁3とを接合する接合
用金具1Lと、10寸勾配の登り梁3と20寸勾配の登
り梁3とを接合する接合用金具1Mと、20寸勾配の登
り梁3と柱2とを接合する接合用金具1Nと、を併用し
ている例を示している。なお、これら接合金具1D〜1
Nは、図1等で示す接合金具1と同様に構成されてい
る。
FIG. 13 shows a joining structure 1F for joining an ascending beam 3 and a column 2 having an 8-dimension gradient in one hut.
An example is shown in which two joining fittings 1G, 1G for joining a climbing beam 3 and a column 2 having a gradient of 4,5 dimension are used together. FIG.
FIG. 15 shows two joining fittings 1H for joining a 10-dimension climbing beam 3 and a column 2. FIG. 15 shows a joining process for joining a 3-dimension climbing beam 3 and a column 2 in one cabin. An example is shown in which a metal fitting 1I and a metal fitting 1J for bonding a climbing beam 3 and a column 2 having a gradient of 5 to 10 (gradient of 20) are used in combination. FIG. 16 shows a joining fitting 1L for joining the three-dimension climbing beam 3 and the 10-dimension climbing beam 3 in one arched hut assembly, and the 10-dimension climbing beam 3 and the 20-dimension climbing beam 3. An example is shown in which a joining metal fitting 1M for joining and a joining metal fitting 1N for joining a 20-gradient uphill beam 3 and a column 2 are used in combination. In addition, these joining fittings 1D-1
N is configured similarly to the joint fitting 1 shown in FIG. 1 and the like.

【0090】図17は上記接合金具1により柱2の接合
端部2aに、所要傾斜角度の登り梁3の接合端部3aを
接合すると共に、この登り梁3の接合端部3aの一側面
に、母屋11の軸方向一端部11aを直交方向に接続す
る場合の要部を示す斜視図であり、図18はその要部縦
断面図である。これら図17,図18に示すように接合
金具1により柱2の接合端部2aに接合した登り梁3の
接合端部3aの一側面に、母屋11の軸方向一端部11
aを母屋接合用金具11により接合する場合がある。図
18に示すようにこの母屋接合用金具12は例えば長方
形の基板12aの図18中下端に、例えば水平梁13の
一端の図中底面を受ける矩形板状の受け板12bを一体
に形成して側面形状がL字状になるように形成してい
る。この受け板12b上には、その幅方向(図18では
図面の表裏方向)中間部にて直立する補強板12cを一
体ないし一体的に形成し、この補強板12cの図18中
左側面を基板12aの右側面に固着してリブに形成して
いる。補強板12cはその左側端部に、その板厚方向に
貫通する矩形状の上下一対の窓12d,12eを形成し
ており、これら各窓12d,12eを臨む基板12aの
各部には板厚方向に貫通する取付孔12f,12gをそ
れぞれ穿設している。また、補強板12cの図18中右
側端部には、その板厚方向に貫通する上下一対の挿通孔
12h,12iをそれぞれ穿設している。
FIG. 17 shows a state in which the joining end 3a of the climbing beam 3 having a required inclination angle is joined to the joining end 2a of the column 2 by the joining fitting 1, and one side of the joining end 3a of the climbing beam 3. FIG. 18 is a perspective view showing a main part when the axial one end 11a of the purlin 11 is connected in the orthogonal direction, and FIG. 18 is a vertical sectional view of the main part. As shown in FIGS. 17 and 18, one end 11 in the axial direction of the purlin 11 is provided on one side surface of the joining end 3 a of the climbing beam 3 joined to the joining end 2 a of the column 2 by the joining fitting 1.
a may be joined by the purlin joining hardware 11. As shown in FIG. 18, the purlin joining fitting 12 is formed by integrally forming, for example, a rectangular plate-shaped receiving plate 12b which receives the bottom surface of one end of the horizontal beam 13 in FIG. The side surface is formed so as to be L-shaped. On this receiving plate 12b, a reinforcing plate 12c which stands upright in the width direction (the front and back direction of the drawing in FIG. 18) is formed integrally or integrally with the receiving plate 12b, and the left side of the reinforcing plate 12c in FIG. 12a is fixed to the right side surface and formed into a rib. The reinforcing plate 12c has a pair of rectangular upper and lower windows 12d and 12e penetrating in the thickness direction at the left end thereof, and each portion of the substrate 12a facing these windows 12d and 12e has a thickness direction. Mounting holes 12f and 12g are formed. Also, a pair of upper and lower insertion holes 12h and 12i penetrating in the thickness direction of the reinforcing plate 12c are formed at the right end in FIG.

【0091】また、受け板12bの図18中上面上に
は、補強板12cの表裏両面に接して、図中上方に先細
で半円柱状の一対のロケットピン12j,12kを同心
状に穿設している。基板12aの図18中の左側面に
は、その図面の表裏方向に伸びる角柱上の突部12lを
一体ないし一体的に突設している。
Further, a pair of tapered and semi-cylindrical rocket pins 12j and 12k are formed on the upper surface of the receiving plate 12b in FIG. 18 in contact with the front and back surfaces of the reinforcing plate 12c and concentrically. are doing. On the left side of the substrate 12a in FIG. 18, a protrusion 121 on a prism extending in the front and back direction of the drawing is integrally or integrally protruded.

【0092】一方、母屋11は、その一端部にて、その
図18の図面の表裏方向中間部にて、母屋接合用金具1
2の補強板12cと、一対のロケットピン12j,12
kとをそれぞれ嵌合せしめる嵌合溝13aを形成する一
方、受け板12bを嵌合せしめる嵌合凹部13bを水平
梁13の下底面に形成している。また、母屋11には母
屋接合用金具12の各挿通孔12h,12iにそれぞれ
連通する貫通孔13c,13dを母屋11の板厚方向に
貫通させて形成している。また、登り梁3の一側面(図
18では右側面)には、母屋用接合金具2の基板12a
が嵌合される嵌合凹部3gと、挿通孔12f,12gに
連通する貫通孔13e,13fが穿設されている。
On the other hand, the purlin 11 has one end and a purlin joint fitting 1 at an intermediate portion in the front and back direction in the drawing of FIG.
2 reinforcing plates 12c and a pair of rocket pins 12j, 12
and a fitting recess 13b for fitting the receiving plate 12b is formed on the lower bottom surface of the horizontal beam 13. In the purlin 11, through holes 13c and 13d communicating with the insertion holes 12h and 12i of the purlin joint fitting 12 are formed so as to penetrate in the thickness direction of the purlin 11. Also, on one side surface (the right side surface in FIG. 18) of the climbing beam 3, the substrate 12a of the joining fitting 2 for the purlin is provided.
3g, and through holes 13e, 13f communicating with the insertion holes 12f, 12g are formed.

【0093】したがって、図17,図18に示すように
接合金具1により柱2の接合端部2aに接合した後の登
り梁3の接合端部3aの一側面に、母屋11を母屋接合
用金具12により接合する場合には、まず、この母屋接
合用金具12の基板12aを登り梁3の嵌合凹部3g内
に嵌合させてから、基板12aの各取付孔12f,12
g内に締付ボルト14a,14bを挿通し、登り梁3の
各貫通孔13e,13f内に挿通させる。その際、図1
8中下方の締付ボルト14bの軸部は上記接合金具1の
上部窓8aを貫通して干渉を避けることができる。こう
して、登り梁3の背面側に突出した各締付ボルト14
a,14bの各突出端部に、ナット15a,15bを締
め付けて、母屋接合用金具12を登り梁3の一側面に固
定する。
Therefore, as shown in FIGS. 17 and 18, a purlin 11 is attached to one side of the joining end 3a of the climbing beam 3 after being joined to the joining end 2a of the pillar 2 by the joining fitting 1. In the case of joining by the base 12, first, the board 12 a of the purlin joining fitting 12 is fitted into the fitting recess 3 g of the climbing beam 3, and then the mounting holes 12 f, 12
The fastening bolts 14a and 14b are inserted into the inside of the g, and are inserted into the through holes 13e and 13f of the climbing beam 3. At that time, FIG.
The shaft portion of the tightening bolt 14b in the middle lower portion 8 can penetrate the upper window 8a of the joint fitting 1 to avoid interference. Thus, each of the fastening bolts 14 projecting to the rear side of the climbing beam 3
Nuts 15a and 15b are fastened to the protruding ends of a and 14b to fix the purlin joining hardware 12 to one side surface of the climbing beam 3.

【0094】次に、この母屋接合用金具12の受け板1
2b上に、その上方から母屋11の一端部を落し込ん
で、その嵌合溝13a内に、母屋接合用金具12の補強
板12cと、一対のロケットピン12j(12k)とを
嵌入させ、受け板12bを嵌合凹部13b内に嵌合せし
める。
Next, the receiving plate 1 of this purlin joining metal fitting 12 will be described.
2b, one end of the purlin 11 is dropped from above, and the reinforcing plate 12c of the purlin joining metal fitting 12 and a pair of rocket pins 12j (12k) are fitted into the fitting grooves 13a. The plate 12b is fitted into the fitting recess 13b.

【0095】この後、母屋11の各貫通孔13c,13
d内にドリフトピンを打ち込み、厚さ方向に貫通させる
と、これらドリフトピン10の各軸部が母屋接合用金具
12の各挿通孔12h,12iを挿通するので、この母
屋接合用金具12を母屋11の嵌合溝13a内で固定す
ることができる。
Thereafter, the through holes 13c, 13
When a drift pin is driven into d, and penetrated in the thickness direction, each shaft portion of these drift pins 10 passes through each of the insertion holes 12h and 12i of the purlin joining hardware 12, so that the purlin joining hardware 12 is inserted into the purlin. 11 can be fixed in the fitting groove 13a.

【0096】そして、母屋接合用金具12を、接合金具
1の近傍にて登り梁3に取り付ける場合でも、その締付
ボルト14a,14bの一方を、接合金具の窓8a内を
挿通させるので、これら両金具12,1の干渉を防止す
ることができる。
Even when the purlin joining hardware 12 is mounted on the climbing beam 3 in the vicinity of the joining hardware 1, one of the fastening bolts 14a and 14b is inserted through the window 8a of the joining hardware. Interference between the two metal fittings 12 and 1 can be prevented.

【0097】図19は図2の平面図であり、登り梁3の
接合端部3aを、柱2の接合端部2aに、その柱2の中
心軸Oaが登り梁3の中心軸Obに対しほぼ直角で交差
するように接合している点を示している。
FIG. 19 is a plan view of FIG. 2, in which the joining end 3a of the climbing beam 3 is connected to the joining end 2a of the column 2 so that the center axis Oa of the column 2 is aligned with the center axis Ob of the climbing beam 3. The points where they are joined so as to intersect at substantially right angles are shown.

【0098】これに対し、図20は登り梁3を、その中
心軸Obが柱2の中心軸Oa回りに水平方向に所要角度
傾斜させて柱2に接合した状態の平面図を示している。
つまり、接合金具1は登り梁3を垂直方向に所要角度傾
斜させても、柱2に接合できると共に、登り梁3が柱2
の中心軸Oa回りに沿う水平方向で所要角度傾斜してい
る場合でも柱2に接合することができる。このとき、接
合金具1はその断面係数が大きい幅方向を登り梁3の長
手方向に向けた方が接合金具1自体ないし接合部の強度
の増強を図ることができる。
On the other hand, FIG. 20 is a plan view showing a state in which the climbing beam 3 is joined to the column 2 with its central axis Ob inclined at a required angle in the horizontal direction around the central axis Oa of the column 2.
In other words, the joining fitting 1 can be joined to the column 2 even if the climbing beam 3 is inclined at a required angle in the vertical direction, and the climbing beam 3 is
Can be joined to the column 2 even when inclined at a required angle in the horizontal direction around the center axis Oa of the first embodiment. At this time, the strength of the joint 1 itself or the joint can be enhanced by ascending the width direction of the joint 1 with a large section modulus toward the longitudinal direction of the beam 3.

【0099】図21(A)〜図25(B)は上記接合金
具1の他の実施形態をそれぞれ示している。図21
(A)は図1等で示す上記接合金具1の一対のガイドピ
ン5a,5bと上下一対の窓8a,8bとを省略して上
下一対のロケットピン6,7を軸方向に一体に形成した
接合金具1Oの斜視図、同(B)はその(A)の正面図
である。
FIGS. 21 (A) to 25 (B) show other embodiments of the above-mentioned joint fitting 1 respectively. FIG.
(A) omits the pair of guide pins 5a, 5b and the pair of upper and lower windows 8a, 8b of the joint 1 shown in FIG. 1 and the like, and forms the pair of upper and lower rocket pins 6, 7 integrally in the axial direction. FIG. 2B is a perspective view of the joint fitting 10 and FIG. 1B is a front view of FIG.

【0100】また、図22(A)は図1等で示す接合金
具1のガイドピン5a,5bを省略して上下一対のロケ
ットピン6,7を軸方向に一体に形成した接合金具1P
の斜視図、同(B)は、その(A)の正面図である。
FIG. 22A shows a joint 1P in which a pair of upper and lower rocket pins 6, 7 are integrally formed in the axial direction by omitting the guide pins 5a, 5b of the joint 1 shown in FIG.
(B) is a front view of (A).

【0101】図23(A)は図1等で示す接合金具1の
上下一対の窓8a,8bを省略した接合金具1Qの斜視
図、同(B)は、その(A)の正面図である。
FIG. 23A is a perspective view of the joint 1Q in which the pair of upper and lower windows 8a and 8b of the joint 1 shown in FIG. 1 and the like are omitted, and FIG. 23B is a front view of FIG. .

【0102】図24で示す接合金具1Rは図1等で示す
接合金具1の上下一対の窓8a,8bを省略すると共
に、一方のロケットピン、例えば7の設置箇所を金具本
体4の図中下端部の例えば上下2対の4つの挿通孔9,
9の上下方向中間部に移動し、かつその軸方向を横方向
(幅方向)に向け、その軸方向両端部に、先細先端部7
a,7aをそれぞれ形成した点に特徴がある。
The joining fitting 1R shown in FIG. 24 omits a pair of upper and lower windows 8a and 8b of the joining fitting 1 shown in FIG. For example, two pairs of upper and lower four insertion holes 9,
9 and the axial direction thereof is oriented in the lateral direction (width direction).
The feature is that a and 7a are formed respectively.

【0103】また、図25(A),(B)で示す接合金
具1Sは、図1等で示す接合金具1の上下一対のロケッ
トピン6,7のガイドピン5a,5b側の一端部6b,
7bを削除した点に特徴がある。この接合金具1Sによ
れば上下一対のロケットピン6,7の一端部6b,7b
を削除したので、軽量化と材質の節約を図ることができ
る。
The joining fitting 1S shown in FIGS. 25A and 25B has one end 6b on the guide pin 5a, 5b side of a pair of upper and lower rocket pins 6, 7 of the joining fitting 1 shown in FIG.
The feature is that 7b is deleted. According to this joint 1S, one end portions 6b, 7b of a pair of upper and lower rocket pins 6, 7 are provided.
, The weight can be reduced and the material can be saved.

【0104】図26(A),(B)〜図33(A),
(B)は本発明の他の実施形態に係る種々の接合金具1
T〜1Wとその接続方法を示しており、これら接合金具
1T〜1Wは主に棟金具として使用される。
FIGS. 26 (A) and (B) to FIG. 33 (A),
(B) shows various joining fittings 1 according to another embodiment of the present invention.
T-1W and a connection method thereof are shown, and these joining fittings 1T-1W are mainly used as building fittings.

【0105】すなわち、図26(A)は接合金具1Tの
平面図、同(B)はその(A)の側断面図である。この
接合金具1Tは上下一対の長方形板状の固定板16,1
7の長手方向各一端同士をヒンジ18により角度調節自
在に蝶着している。各固定板16,17は、その一面の
各中央部にて、例えば角柱状の突部19,20をその中
心軸が各固定部16,17の軸方向に沿うようにそれぞ
れ突設する一方、各固定板16,17の各コーナ部に
は、その板厚方向に貫通してボルトの軸部をそれぞれ挿
通せしめる挿通孔21をそれぞれ穿設している。
That is, FIG. 26A is a plan view of the joint fitting 1T, and FIG. 26B is a side sectional view of FIG. The joining fitting 1T is a pair of upper and lower rectangular plate-shaped fixing plates 16, 1
Each one end in the longitudinal direction of 7 is hinged by a hinge 18 so as to be adjustable in angle. Each of the fixing plates 16 and 17 has, for example, a prism-shaped projection 19 or 20 at the center of one surface thereof such that the central axis thereof extends along the axial direction of each of the fixing portions 16 and 17. Each corner of each of the fixing plates 16 and 17 is provided with an insertion hole 21 that penetrates in the plate thickness direction and allows the shaft of the bolt to be inserted.

【0106】図27はこの接合金具1Tを棟金具として
使用する場合の一例を示す縦断面図である。この接合金
具1Tは図中左右一対の登り梁3,3の接続端部3a,
3a同士が所要角度で接合する棟部の例えば内面(図2
7では下面)に取り付けられる。
FIG. 27 is a longitudinal sectional view showing an example of the case where the joining fitting 1T is used as a ridge fitting. The joining metal fitting 1T is connected to a pair of left and right ascending beams 3, 3 at connection end portions 3a,
For example, the inner surface of the ridge section where 3a are joined at a required angle (FIG. 2
7, the lower surface).

【0107】すなわち、一対の登り梁3,3の接続端部
3a,3a同士が所要角度で接合する棟部の下面には、
接合金具1Tのヒンジ18、各固定部16,17、各突
部19,20をそれぞれ板厚方向に嵌合せしめる嵌合凹
部22を形成する一方、各接合端部3aには、接合金具
1Tの各挿通孔21にそれぞれ連通する図示しない連通
孔をそれぞれ穿設している。
That is, on the lower surface of the ridge where the connecting ends 3a of the pair of climbing beams 3 are joined at a required angle,
A fitting recess 22 is formed to fit the hinge 18, the fixing portions 16, 17, and the projections 19, 20 of the joining fitting 1 </ b> T in the thickness direction, respectively, while the joining end 3 a has the fitting fitting 1 </ b> T. A communication hole (not shown) that communicates with each of the insertion holes 21 is formed.

【0108】したがって、この各接合端部3aの嵌合凹
部22内に、接合金具1Tの全体を嵌合し、各固定部1
6,17の各挿通孔21に連通する連通孔からボルトを
挿通し、その挿通先端部にナットを締め付けて、この接
合金具1Tを固定すると、左右一対の登り梁3,3の各
接続端部3a,3b同士を接合することができる。
Therefore, the entirety of the fitting 1T is fitted into the fitting recess 22 of each joining end 3a,
When a bolt is inserted through a communication hole communicating with each of the insertion holes 21 of 6 and 17 and a nut is fastened to the insertion end thereof to fix the joining bracket 1T, each connection end of the pair of right and left climbing beams 3 and 3 is connected. 3a and 3b can be joined together.

【0109】しかも、接合金具1Tは、各登り梁3に固
定される両固定部16,17同士をヒンジ18により角
度調節自在に連結しているので、一対の登り梁3,3同
士の種々の傾斜角度に対応することができる。したがっ
て、登り梁3,3同士の種々の傾斜角度に応じて予め複
数種類製造し、保管する必要がないので、登り梁3同士
の接合工事の施工性の向上とコスト低減とを共に図るこ
とができる。
In addition, since the joints 1T connect the two fixing portions 16 and 17 fixed to the respective climbing beams 3 so as to be adjustable in angle by the hinges 18, various kinds of connection between the pair of climbing beams 3 and 3 can be achieved. It can correspond to the inclination angle. Therefore, it is not necessary to manufacture and store a plurality of types in advance according to various inclination angles of the climbing beams 3, so that it is possible to improve the workability and reduce the cost of the joining work between the climbing beams 3. it can.

【0110】また、図27中左右一対の突部19,20
により、登り梁3,3同士の接合端側へそれぞれ引き寄
せる力が作用するので、各登り梁3,3の接合端部3
a,3a同士の接合力を増強させることができ、棟部を
強固に接合することができる。さらに、工場等におい
て、予め接合金具1を棟金具として2つの登り梁3,3
の接続端部3a,3a同士に取り付けた後、この2つの
登り梁3,3を接合金具1のヒンジ8により内方へ2つ
折りに曲げて、建設現場へ搬送できるので、搬送効率を
高めることができる。
In FIG. 27, a pair of right and left protrusions 19 and 20 is provided.
As a result, a force is exerted to draw each of the ascending beams 3, 3 toward the joint end thereof, so that the joining ends 3 of the ascending beams 3, 3 respectively.
a, 3a can be strengthened, and the ridge can be firmly joined. Further, in a factory or the like, two climbing beams 3 and 3 are used in advance with the joint fitting 1 as a ridge fitting.
After being attached to the connecting ends 3a, 3a, the two climbing beams 3, 3 can be bent inward by the hinge 8 of the joint fitting 1 to be folded in two, and can be transported to the construction site. Can be.

【0111】図28は上記登り梁3,3の棟部の内,外
(図28では上,下)両面に、上記接合金具1Tをそれ
ぞれ取り付けた実施形態の縦断面図である。この実施形
態では棟部の内,外両面に、接合金具1Tをそれぞれ嵌
合せしめる上下一対の嵌合凹部22a,22bをそれぞ
れ形成している。また、各登り梁接合端部には、各接合
金具1Tの各挿通孔21に連通する図示しない連通孔を
それぞれ穿設している。
FIG. 28 is a longitudinal sectional view of an embodiment in which the joining fittings 1T are respectively attached to the inside and outside (up and down in FIG. 28) of the ridges of the climbing beams 3 and 3, respectively. In this embodiment, a pair of upper and lower fitting recesses 22a and 22b into which the fittings 1T are fitted are formed on both the inner and outer surfaces of the ridge. In addition, a communication hole (not shown) that communicates with each insertion hole 21 of each joint fitting 1T is formed in each climbing beam joint end.

【0112】したがって、上下一対の各嵌合凹部22
a,22b内に各接合金具1Tをそれぞれ嵌合させ、次
に、各登り梁3の各連通孔からボルトの軸部を挿通し、
これらボルトの各軸部が各接合金具1Tの各挿通孔21
を挿通してナットにより締結されることにより、各接合
金具1Tが各嵌合凹部22a,22b内で固定される。
Accordingly, a pair of upper and lower fitting recesses 22 is provided.
a and 22b are fitted with the respective joint fittings 1T, and then the shafts of the bolts are inserted through the respective communication holes of the respective climbing beams 3,
Each shaft of these bolts is inserted into each insertion hole 21 of each joint fitting 1T.
And the joints 1T are fixed in the fitting recesses 22a and 22b by being fastened with nuts.

【0113】したがって、この実施形態によれば、棟部
の内,外両面を、内外2枚の接合金具1Tにより一対の
登り梁3,3の接合端部3a,3a同士を接合するの
で、その接合力を増強させることができると共に、接合
端側へ引き寄せる力も増強させることができる。しか
も、両登り梁3,3に、仮にこれを閉脚させる方向に外
力が作用した場合には、外面側の接合金具1Tにより、
その閉脚を防止ないし抑制することができる。
Therefore, according to this embodiment, the inner and outer surfaces of the ridge are joined to each other by joining the joining ends 3a and 3a of the pair of climbing beams 3 and 3 with the two joining fittings 1T. The joining force can be increased, and the force of drawing toward the joining end can also be increased. In addition, if an external force acts on both climbing beams 3 and 3 in a direction to close them, the outer side metal fitting 1T can be used.
The closing of the legs can be prevented or suppressed.

【0114】図29(A),(B)で示す棟金具用の接
合金具1Uは図26(A),(B)等で示す接合金具1
Tの角柱状の各突部19,20を、円柱状のロケットピ
ン23,24に置換した点に特徴がある。
The joining metal fitting 1U for the ridge fitting shown in FIGS. 29A and 29B is the same as the joining metal fitting 1 shown in FIGS. 26A and 26B.
It is characterized in that each of the T-shaped prism-shaped projections 19 and 20 is replaced with cylindrical rocket pins 23 and 24.

【0115】すなわち、図29(A)の平面図に示すよ
うに各ロケットピン23,24は、各固定部16,17
のほぼ中央部にて横向きに形成され、軸方向両端部を、
先細先端部23a,24aに形成している。
That is, as shown in the plan view of FIG. 29A, the rocket pins 23 and 24 are fixed to the fixing portions 16 and 17 respectively.
Is formed laterally at the approximate center, and both ends in the axial direction are
It is formed on the tapered tip portions 23a and 24a.

【0116】図29(B)の側面図に示すように各ロケ
ットピン23,24は、その直径方向に沿って全長に亘
って半割してなる両端先細の半円柱23b,24bを、
各固定部16,17の表裏両面に同軸上に一体ないし一
体的にそれぞれ突設することにより形成されている。
As shown in the side view of FIG. 29 (B), each of the rocket pins 23, 24 has semicircular cylinders 23b, 24b tapered at both ends formed by halving the entire length along the diametrical direction.
The fixing portions 16 and 17 are formed by projecting coaxially integrally or integrally on both front and back surfaces.

【0117】図30はこの接合金具1Uの全体を一対の
登り梁3,3の両接合端部3a,3a内の嵌合溝25内
に埋設して、これら接合端部3a,3a同士を接合する
状態の縦断面図である。
FIG. 30 shows that the entirety of this joint 1U is buried in the fitting groove 25 in both joint ends 3a of the pair of climbing beams 3, 3 and these joint ends 3a, 3a are joined together. FIG.

【0118】すなわち、各登り梁3の各接合端部3aに
は、その一側面(図30の図面の表裏方向の一面)か
ら、他面側へ接合金具1Uの全体を幅方向から嵌入せし
める所定深さの嵌合溝25を形成しており、ヒンジ18
の中心軸が一対の登り梁3,3の接合端部3a,3aの
接合面に一致するようになっている。また、各登り梁接
合端部3aには、嵌合溝25内に嵌入された接合金具1
Uの各挿通孔21に連通する図示しない連通孔が穿設さ
れている。
That is, a predetermined fitting is made such that the entire joint fitting 1U is fitted from one side (one side in the front and back direction in the drawing of FIG. 30) to the other side of each joint end 3a of each climbing beam 3 from the width direction. A fitting groove 25 having a depth is formed, and the hinge 18
Is aligned with the joint surfaces of the joint ends 3a, 3a of the pair of climbing beams 3, 3. In addition, a joining fitting 1 fitted into the fitting groove 25 is provided at each climbing beam joining end 3a.
A communication hole (not shown) communicating with each of the insertion holes 21 of U is formed.

【0119】したがって、この接合金具1Uの全体を、
その幅方向一端から棟部の嵌合溝25内に挿入すると、
各ロケットピン23,24の挿入側の先細先端部23
a,24aがその嵌合部内に挿入されて容易に位置決め
され、さらに、この接合金具1Uの全体を嵌合溝25内
に打ち込むことにより、各ロケットピン23,24によ
り挿入方向が案内されて所定位置まで挿入される。
Therefore, the entirety of this joint 1U is
When inserted into the fitting groove 25 of the ridge from one end in the width direction,
The tapered tip 23 on the insertion side of each rocket pin 23, 24
a and 24a are inserted into the fitting portions and are easily positioned, and furthermore, by inserting the entirety of the joining fitting 1U into the fitting groove 25, the insertion direction is guided by the respective rocket pins 23 and 24 so as to be predetermined. Inserted to the position.

【0120】次に、各登り梁接合端部3aに、その各連
通孔からボルトの軸部を挿通し、これらの各ボルトの軸
部が接合金具1Uの各挿通孔21内を挿通してナットに
より締結されることにより、嵌合溝25内で固定され
る。
Next, the shafts of the bolts are inserted through the respective communication holes into the connection ends 3a of the climbing beams, and the shafts of the respective bolts are inserted into the respective insertion holes 21 of the joint fitting 1U, and the nuts are inserted. By being fastened by the above, it is fixed in the fitting groove 25.

【0121】この接合金具1Uによっても、各登り梁接
合端部3aの嵌合溝25内に嵌入されて固定される一対
の固定部16,17同士をヒンジ18により角度調節自
在に連結しているので、各登り梁3、すなわち棟部の種
々の傾斜角度に対応することができる。
Also with this joint 1U, a pair of fixing portions 16 and 17 which are fitted and fixed in the fitting grooves 25 of the respective climbing beam joint ends 3a are connected to each other by hinges 18 so as to be adjustable in angle. Therefore, it is possible to cope with various inclination angles of each climbing beam 3, that is, the ridge.

【0122】図31(A),(B)で示す棟金具用の接
合金具1Vは、図26(A),(B)で示す接合金具1
Tの一対の突部19,20を、一対の補助板26,27
に置換した点に特徴がある。各補助板26,27は側面
形状がほぼ台形状をなし、各固定部16,17の一面の
中心軸上にて長手方向に沿って一体ないし一体的に立設
されている。
The joining metal fittings 1V for ridge fittings shown in FIGS. 31A and 31B are the same as the joining metal fittings 1V shown in FIGS. 26A and 26B.
The pair of projections 19 and 20 of T are connected to a pair of auxiliary plates 26 and 27.
The feature is that it is replaced by Each of the auxiliary plates 26 and 27 has a substantially trapezoidal side surface, and is integrally or integrally erected along the longitudinal direction on the central axis of one surface of each of the fixing portions 16 and 17.

【0123】図31(B)に示すように、各補助板2
6,27は、そのヒンジ18側一側端部にて板厚方向に
貫通する図中左右一対の貫通孔28を穿設している。
As shown in FIG. 31B, each auxiliary plate 2
6 and 27, a pair of left and right through holes 28 in the figure penetrate in the thickness direction at one end on the hinge 18 side.

【0124】また、各補助板26,27の他側端部に
は、上下一対のロケットピン29,30を一体ないし一
体的に固着している。各ロケットピン29,30は、そ
の直径方向に沿って全長に亘って半割した一対の半円柱
状体29aと29b、30aと30bを、各補助板2
6,27の各両面にて同軸上にそれぞれ固着してなり、
その先端部29c,30cは先細に形成されている。
A pair of upper and lower rocket pins 29, 30 are integrally or integrally fixed to the other ends of the auxiliary plates 26, 27, respectively. Each of the rocket pins 29 and 30 includes a pair of semi-cylindrical bodies 29a and 29b, 30a and 30b, which are halved over the entire length along the diameter direction, and
6 and 27 are fixed coaxially on both sides,
The tips 29c, 30c are tapered.

【0125】図32はこの2枚の接合金具1Vにより接
合された一対の登り梁3,3の接合端部3a,3aの縦
断面図である。これら接合端部3a,3aには、その
内,外面(図32では上,下面)から上下一対の接合金
具1V,1Vのほぼ全体をそれぞれ嵌入せしめる嵌合溝
31,31をそれぞれ形成している。
FIG. 32 is a longitudinal sectional view of the joining ends 3a, 3a of the pair of climbing beams 3, 3 joined by the two joining fittings 1V. Fitting grooves 31, 31 are formed in the joining ends 3a, 3a, respectively, so that substantially the entire pair of upper and lower joining fittings 1V, 1V can be fitted from the inner and outer surfaces (upper and lower surfaces in FIG. 32). .

【0126】各嵌合溝31は、各固定部16,17、ヒ
ンジ18、各補助板26,27、ロケットピン29,3
0をそれぞれ嵌入せしめる嵌合部を有し、上下一対の接
合金具1V,1Vの両ヒンジ18,18の中心軸が登り
梁接合端部3a,3b同士の接合面上でそれぞれ一致す
るように形成されている。
Each fitting groove 31 is provided with each of the fixing portions 16 and 17, the hinge 18, each of the auxiliary plates 26 and 27, and the rocket pins 29 and 3.
0 is fitted so that the central axes of the hinges 18, 18 of the pair of upper and lower joint fittings 1V, 1V coincide with each other on the joint surfaces of the ascending beam joint ends 3a, 3b. Have been.

【0127】そこで、これら各嵌合溝31,31内に、
その上方と下方とから各接合金具1V,1Vを嵌入させ
る。すると、各固定部16,17の各ロケットピン2
9,30の先細先端部29c,30cがその嵌合孔内に
容易に挿入されるので、容易に位置決めされる。さら
に、各接合金具1Vの各嵌合溝31内への押込みに応じ
て各ロケットピン29,30が接合金具1Vの挿入方向
を案内し、所定位置まで嵌入される。
Therefore, in each of these fitting grooves 31, 31,
The fittings 1V, 1V are fitted from above and below. Then, each rocket pin 2 of each fixed part 16, 17
Since the tapered tips 29c, 30c of 9, 9 are easily inserted into the fitting holes, positioning is easy. Further, the respective rocket pins 29, 30 guide the insertion direction of the joint 1V according to the pushing of each joint 1V into each fitting groove 31, and are fitted to a predetermined position.

【0128】この後、各接合金具1Vの各挿通孔21に
連通する図示しない連通孔内にボルトの軸部を挿通し、
その軸部が接合金具1Vの各挿通孔21を挿通してナッ
トにより締結されることにより、各接合金具1Vが各登
り梁接合端部3a,3aに固定される。但し、このボル
トとナットによる接合金具1Vの固定は省略してもよ
い。
Thereafter, the shaft of the bolt is inserted into a communication hole (not shown) communicating with each insertion hole 21 of each fitting 1V.
The shaft part is inserted into each insertion hole 21 of the joint 1V and fastened by a nut, so that each joint 1V is fixed to each of the climbing beam joint ends 3a. However, the fixing of the joint 1V by the bolt and the nut may be omitted.

【0129】さらに、各登り梁接合端部3a,3aの図
32の紙面の表裏方向の一面から、各接合金具1Vの各
貫通孔28に連通する各連通孔内にドリフトピン10を
打ち込むことによっても各接合金具1Vを各嵌合溝31
内に固定することができる。
Further, the drift pins 10 are driven into the respective communication holes communicating with the respective through holes 28 of the respective joint fittings 1V from one surface of the respective climbing beam joint ends 3a, 3a in the front-back direction of the paper surface of FIG. Each fitting 1V is also connected to each fitting groove 31.
Can be fixed inside.

【0130】この接合金具1Vによっても、各登り梁接
合端部3aの嵌合溝31内に嵌入されて固定される一対
の固定部16,17同士をヒンジ18により角度調節自
在に連結しているので、登り梁3、すなわち棟部の種々
の傾斜角度に対応することができる。
Also with this joint 1V, a pair of fixing portions 16 and 17 which are fitted and fixed in the fitting grooves 31 of the respective climbing beam joint ends 3a are connected to each other by hinges 18 so as to be adjustable in angle. Therefore, it is possible to cope with various inclination angles of the climbing beam 3, that is, the ridge.

【0131】図33(A),(B)で示す棟金具用の接
合金具1Wは、図中上下一対の円筒状または角筒状の固
定部32,33をヒンジピン34により折曲自在に連結
し、各筒状固定部32,33に、その直径方向に貫通す
る貫通孔35を複数穿設している。
A joining metal fitting 1W for a ridge fitting shown in FIGS. 33 (A) and 33 (B) has a pair of upper and lower cylindrical or square cylindrical fixing parts 32 and 33 in the figure connected by a hinge pin 34 so as to be freely bent. Each of the cylindrical fixing portions 32 and 33 has a plurality of through holes 35 penetrating in the diameter direction.

【0132】したがって、この接合金具1Wの全体を嵌
入せしめる嵌合部と、各固定部32,33に連通する連
通孔を、棟を形成する一対の登り梁3,3の両接合端部
3a,3aにそれぞれ形成し、この嵌合部内に接合金具
1Wを嵌入させてから、各接合端部3a,3aの連通孔
にドリフトピン10の軸部を挿通して各固定部32,3
3を嵌合部内に固定する。
Therefore, a fitting portion into which the whole fitting 1W is fitted and a communication hole communicating with each of the fixing portions 32, 33 are formed by connecting the two joining ends 3a, 3a of the pair of climbing beams 3, 3 forming the ridge. 3a, the fitting 1W is fitted into the fitting portion, and the shaft of the drift pin 10 is inserted into the communication hole of each joining end 3a.
3 is fixed in the fitting portion.

【0133】この接合金具1Wによっても、各登り梁3
の接合端部3aの嵌合部内に嵌入されて固定される一対
の筒状固定部16,17同士をヒンジピン34により折
曲自在に連結しているので、登り梁3、すなわち棟部の
種々の傾斜角度に対応して、その接合端部3a,3a同
士を強固に接合することができる。なお、上記登り梁3
等の斜材や横架材等の木製部材は集成材でもよい。また
上記各接合金具1,1A〜1Wは鉄やその合金等の金属
から主に構成されるが、強化プラスチックやセラミック
ス等により構成してもよい。さらに、上記各ガイドピン
5a,5bは角柱状でもよく、その嵌合凹部2d,3d
も、そのガイドピン5a,5bの角柱に適合する角状凹
部でもよく、これによれば、位置決め精度を向上させる
ことができる。
Each of the climbing beams 3 is also provided by the joint 1W.
The pair of cylindrical fixing portions 16 and 17 that are fitted and fixed in the fitting portions of the joining end portions 3a are bendably connected to each other by the hinge pins 34. According to the inclination angle, the joining end portions 3a can be firmly joined to each other. The climbing beam 3
Wooden members such as diagonal members and horizontal members may be laminated materials. Each of the above-mentioned joining metal fittings 1 and 1A to 1W is mainly made of metal such as iron or an alloy thereof, but may be made of reinforced plastic or ceramic. Further, each of the guide pins 5a and 5b may be shaped like a prism, and the fitting recesses 2d and 3d are provided.
Alternatively, a rectangular concave portion that fits the prism of the guide pins 5a and 5b may be used, and according to this, the positioning accuracy can be improved.

【0134】[0134]

【発明の効果】以上説明したように本発明は、接合しよ
うとする木製部材の例えば柱と梁等の各接合部の各嵌合
部内に、木製部材接合用金具の両端部をそれぞれ挿入す
る際には、その挿入位置が第1の位置決め手段により位
置決めされ、かつその挿入方向が案内される。このため
に、木製部材接合用金具の各嵌合部内への挿入の位置決
めを高精度、かつ容易に行なうことができる。そして、
この柱と梁等の両接合端部の両嵌合部内に、これら接合
端部同士間を跨ぐように木製部材用接合金具が挿入さ
れ、この金具が柱と梁等にそれぞれ固定されるので、こ
れら柱と梁等が木製部材用接合金具を介して強く接合さ
れる。
As described above, according to the present invention, when inserting both ends of the wooden member joining fitting into each fitting portion of each joining portion such as a pillar and a beam of the wooden member to be joined. , The insertion position is positioned by the first positioning means, and the insertion direction is guided. For this reason, the positioning of the insertion of the wooden member joining fitting into each fitting portion can be performed with high accuracy and easily. And
A wooden member joint fitting is inserted into both fitting portions of both joint ends of the column and the beam so as to straddle between these joint ends, and the fixture is fixed to the column and the beam, respectively. These pillars and beams are strongly joined via a joining member for wooden members.

【0135】しかも、この木製部材接合金具は、例えば
柱と梁等の接合端部の各嵌合部内に単に挿入されて、固
定されるだけであり、柱や梁等の接合角度を規制する受
け部等の部材がないので、1種類の木製部材接合用金具
により梁等の種々の垂直方向傾斜角度と、梁の種々の水
平方向の角度にも対応することができる。
Further, the wooden member joint fitting is merely inserted and fixed in each fitting portion of the joint end portion of, for example, a column and a beam, and is used to restrict the joint angle of the column and the beam. Since there is no member such as a part, it is possible to cope with various vertical inclination angles of the beam and the like and various horizontal angles of the beam by using one kind of wooden member joining fitting.

【0136】したがって、梁等の種々の傾斜角度と、柱
の中心軸回りに沿う水平方向角度毎に種々の木製部材用
接合金具を予め製造し、保管する必要がないので、柱と
梁との接合施工の施工性を向上させることができると共
に、コスト低減を図ることができる。
Therefore, it is not necessary to manufacture and store various metal member fittings in advance for various angles of inclination of the beam and the like and for each horizontal angle along the center axis of the column. The workability of the joining work can be improved, and the cost can be reduced.

【0137】さらに、木製部材接合用金具は、第1の位
置決め手段を有するので、例えば、この接合用金具の一
端部を、立設した柱の接合端部の嵌合部内に挿入して、
この金具の他端部を柱の接合端部から上方へ突出させた
状態で、この他端部上から例えば梁の接合端部の嵌合部
を落とし込み、嵌合させることにより、この梁を柱上に
仮止めすることができる。このために、梁の傾斜角度が
大きい場合でも、梁が柱上から滑り落ちて危険が生ずる
のを未然に防止することができる。さらにまた、単に梁
の嵌合部を梁の先端よりも内方に形成することにより、
梁の軒先を簡単に形成することができ、夏期等の日射遮
蔽による省エネルギ化を図ることができる。
Further, since the wooden member joining fitting has the first positioning means, for example, one end of this joining fitting is inserted into the fitting portion at the joining end of the upright pillar,
With the other end of the metal fitting protruding upward from the joint end of the column, the fitting portion of, for example, the joint end of the beam is dropped from above the other end and fitted, whereby the beam is joined to the column. Can be temporarily fixed on top. For this reason, even when the inclination angle of the beam is large, it is possible to prevent the beam from slipping off the pillar and causing danger. Furthermore, by simply forming the fitting part of the beam inside the tip of the beam,
The tip of the eaves of the beam can be easily formed, and energy can be saved by shielding solar radiation in summer and the like.

【0138】また、木製部材の一方、例えば柱の接合端
部に、木製部材接合用金具を工場等で予め取り付けて建
築現場等へ搬送する場合は、この柱に、その軸方向に沿
って、木製部材接合用金具を取り付けることにより、こ
の木製部材接合用金具が柱の横方向に突出するのを防止
することができる。このために、この木製部材接合用金
具を取り付けた柱の多数を横方向に並べて現場等に搬送
することができるので、その搬送効率を向上させること
ができる。
In the case where a fitting for joining wooden members is attached to one of the wooden members, for example, at the joint end of the column in advance at a factory or the like and transported to a building site or the like, the pillar is attached to the column along its axial direction. By attaching the wooden member joining fitting, it is possible to prevent the wooden member joining fitting from protruding in the lateral direction of the pillar. For this reason, many of the columns to which the wooden member joining fittings are attached can be laterally arranged and transported to a site or the like, so that the transport efficiency can be improved.

【0139】また他の発明に係る木製部材接合用金具
は、登り梁等の斜材の接合端部に、それぞれ固定される
固定部同士をヒンジにより角度調節自在に連結している
ので、登り梁同士の種々の傾斜角度に対応することがで
きる棟金具として使用することができる。
In the wooden member joining fitting according to another aspect of the present invention, the fixed portions fixed to the joining ends of the diagonal members such as climbing beams are connected to each other by hinges so as to be adjustable in angle. It can be used as a ridge fitting capable of coping with various inclination angles.

【0140】また、登り梁等の接合端部同士は、これら
接合端部の位置決め用嵌合部に嵌合する金具の突部によ
り、金属本体の各嵌合部へ挿入される位置が位置決めさ
れると共に、これら登り梁等の接合端部側へ相互に引き
寄せる力が作用するので、登り梁同士の結合力を増強さ
せることができる。さらに、工場等において、予め接合
金具を棟金具として2つの登り梁の接続端部同士に取り
付けた後、この2つの登り梁を接合金具のヒンジにより
内方へ2つ折りに曲げて、建設現場へ搬送できるので、
搬送効率を高めることができる。
Further, the positions of the joining ends of the climbing beams and the like inserted into the respective fitting portions of the metal body are determined by the protrusions of metal fittings fitted into the positioning fitting portions of these joining ends. At the same time, a force for mutually pulling the joint ends of the climbing beams and the like acts, so that the coupling force between the climbing beams can be enhanced. Further, in a factory or the like, after the joining metal fittings are previously attached to the connection ends of the two climbing beams as ridge fittings, the two climbing beams are bent inward by the hinges of the joining metal fittings to be folded in half to the construction site. Because it can be transported,
The transfer efficiency can be improved.

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

【図1】(A)は本発明の第1の実施形態に係る接合金
具の斜視図、(B)は同(A)の正面図。
FIG. 1A is a perspective view of a joint fitting according to a first embodiment of the present invention, and FIG. 1B is a front view of FIG.

【図2】図1で示す接合金具により柱に登り梁を接合し
た状態を示す図。
FIG. 2 is a diagram showing a state where a climbing beam is joined to a pillar by the joining fitting shown in FIG. 1;

【図3】図1で示す接合金具を柱の嵌合溝に挿入する工
程の斜視図。
FIG. 3 is a perspective view of a step of inserting the joining fitting shown in FIG. 1 into a fitting groove of a pillar.

【図4】図1で示す接合金具を柱の嵌合溝に挿入した
後、柱にドリフトピンを打ち込む工程の斜視図。
FIG. 4 is a perspective view of a step of driving a drift pin into the pillar after inserting the joining fitting shown in FIG. 1 into a fitting groove of the pillar.

【図5】図1で示す接合金具を柱に固定した後、この柱
上に登り梁を落とし込む工程の斜視図。
FIG. 5 is a perspective view of a step of fixing a joining fitting shown in FIG. 1 to a column and then dropping a climbing beam on the column.

【図6】柱上に登り梁を落とし込んだ後、この登り梁に
ドリフトピンを打ち込む工程の斜視図。
FIG. 6 is a perspective view of a step of dropping a climbing beam onto a pillar and then driving a drift pin into the climbing beam.

【図7】図1で示す接合金具により3寸勾配の登り梁を
柱に接合した状態の接合部拡大図。
FIG. 7 is an enlarged view of a joint in a state where a three-dimensional gradient climbing beam is joined to a pillar by the joint fitting shown in FIG. 1;

【図8】図1で示す接合金具により8寸勾配の登り梁を
柱に接合した状態の接合部拡大図。
FIG. 8 is an enlarged view of a joint in a state where an ascending beam having an 8-dimension is joined to a pillar by the joint fitting shown in FIG. 1;

【図9】図1で示す接合金具により10寸勾配の登り梁
を柱に接合した状態の接合部拡大図。
FIG. 9 is an enlarged view of a joint in a state where a climbing beam having a 10-dimensional gradient is joined to a pillar by the joint fitting shown in FIG. 1;

【図10】図1で示す接合金具により1つの小屋組みの
種々の接合端部を接合した状態の接合部拡大図。
FIG. 10 is an enlarged view of a joint in a state where various joint ends of one hut assembly are joined by the joint fitting shown in FIG. 1;

【図11】1つの小屋組みにおいて図1で示す接合金具
により8寸対10寸勾配の登り梁を柱に接合した小屋組
みの図。
11 is a view of a hut assembly in which an ascending beam having a gradient of 8 to 10 is joined to a pillar by the joint fitting shown in FIG. 1 in one hut assembly;

【図12】1つの小屋組みにおいて図1で示す接合金具
により3寸勾配の登り梁を柱に接合した小屋組みの図。
FIG. 12 is a view of a hut assembly in which a three-dimensional gradient climbing beam is joined to a pillar by the joint fitting shown in FIG. 1 in one hut assembly;

【図13】1つの小屋組みにおいて図1で示す接合金具
により8寸勾配と4.5寸勾配の登り梁を柱にそれぞれ
接合した小屋組みの図。
FIG. 13 is a view of a hut assembly in which an ascending beam with an 8-dimension gradient and a 4.5-dimension gradient is joined to a pillar by the joint fitting shown in FIG.

【図14】1つの小屋組みにおいて図1で示す接合金具
により10寸勾配の登り梁を柱に接合した小屋組みの
図。
FIG. 14 is a view of a hut assembly in which a climbing beam having a 10-dimensional gradient is joined to a pillar by the joint fitting shown in FIG. 1 in one hut assembly;

【図15】1つの小屋組みにおいて図1で示す接合金具
により3寸勾配と20寸勾配の登り梁を柱に接合した小
屋組みの図。
FIG. 15 is a view of a hut assembly in which a climbing beam having a 3-dimension gradient and a 20-dimension gradient is joined to a pillar by the joint fitting shown in FIG.

【図16】1つのアーチ形小屋組みにおいて図1で示す
接合金具により3寸勾配と10寸勾配同士の接合と、2
0寸勾配を柱に接合した小屋組みの図。
FIG. 16 is a view showing an example of joining a three-dimensional gradient and a ten-dimensional gradient to each other by using the joint fitting shown in FIG.
The figure of the hut structure which joined the 0 dimension gradient to the pillar.

【図17】図6で示す柱に接合された梁の側面に母屋を
接合した状態の要部斜視図。
FIG. 17 is a perspective view of a main part in a state where a purlin is joined to a side surface of a beam joined to the column shown in FIG. 6;

【図18】図17の縦断面図。18 is a longitudinal sectional view of FIG.

【図19】図2の平面図。FIG. 19 is a plan view of FIG. 2;

【図20】登り梁を柱の中心軸周りに所要角傾斜させて
柱に接合した状態の要部平面図。
FIG. 20 is a plan view of a relevant part in a state where the climbing beam is inclined at a required angle around the center axis of the column and joined to the column.

【図21】(A)は本発明の第2の実施形態に係る接合
金具の斜視図、(B)は同(A)の正面図。
FIG. 21A is a perspective view of a joint fitting according to a second embodiment of the present invention, and FIG. 21B is a front view of FIG.

【図22】(A)は本発明の第3の実施形態に係る接合
金具の斜視図、(B)は同(A)の正面図。
FIG. 22A is a perspective view of a joint fitting according to a third embodiment of the present invention, and FIG. 22B is a front view of FIG.

【図23】(A)は本発明の第4の実施形態に係る接合
金具の斜視図、(B)は同(A)の正面図。
FIG. 23A is a perspective view of a joint fitting according to a fourth embodiment of the present invention, and FIG. 23B is a front view of FIG.

【図24】本発明の第5の実施形態に係る接合金具の正
面図。
FIG. 24 is a front view of a fitting according to a fifth embodiment of the present invention.

【図25】(A)は本発明の第6の実施形態に係る接合
金具の斜視図、(B)は同(A)の正面図。
FIG. 25A is a perspective view of a joint fitting according to a sixth embodiment of the present invention, and FIG. 25B is a front view of FIG.

【図26】(A)は本発明の第7の実施形態に係る接合
金具の正面図、(B)は同(A)の側断面図。
FIG. 26A is a front view of a joint fitting according to a seventh embodiment of the present invention, and FIG. 26B is a side sectional view of FIG.

【図27】図26(A),(B)で示す接合金具を棟金
具として使用した場合の棟部の縦断面図。
FIG. 27 is a longitudinal sectional view of a ridge portion when the joint fittings shown in FIGS. 26 (A) and (B) are used as ridge fittings.

【図28】図26(A),(B)で示す接合金具を棟金
具として使用した場合の他の例を示す棟部の縦断面図。
FIG. 28 is a longitudinal sectional view of a ridge part showing another example when the joining fitting shown in FIGS. 26 (A) and (B) is used as a ridge fitting.

【図29】本発明の第8の実施形態に係る接合金具の正
面図、(B)は同(A)の側面図。
FIG. 29 is a front view of a metal joint according to an eighth embodiment of the present invention, and FIG. 29 (B) is a side view of FIG.

【図30】図29(A),(B)で示す接合金具を棟金
具として使用した場合の棟部の縦断面図。
FIG. 30 is a longitudinal sectional view of a ridge portion when the joint fittings shown in FIGS. 29A and 29B are used as ridge fittings.

【図31】(A)は本発明の第9の実施形態に係る接合
金具の正面図、(B)は同(A)の側面図。
FIG. 31A is a front view of a joint fitting according to a ninth embodiment of the present invention, and FIG. 31B is a side view of FIG.

【図32】図31で示す接合金具を棟金具として使用し
た場合の棟部の縦断面図。
FIG. 32 is a longitudinal sectional view of a ridge portion when the joining fitting shown in FIG. 31 is used as a ridge fitting.

【図33】(A)は本発明の第10の実施形態に係る接
合金具の正面図、(B)は同(A)の側面図。
FIG. 33 (A) is a front view of a joint fitting according to a tenth embodiment of the present invention, and FIG. 33 (B) is a side view of FIG.

【符号の説明】 1,1A〜1W 接合金具 2 柱 2a 柱の接合端部 2b 嵌合溝 2d 嵌合凹部 2e 嵌合孔 2f 貫通孔 3 登り梁 3a 登り梁の接合端部 3b 嵌合溝 3d 嵌合凹部 3e 嵌合孔 3f 貫通孔 4 接合金具の金具本体 5a,5b ガイドピン 6,7 ロケットピン 6a,7a ロケットピンの先細先端部 8a,8b 窓 9 挿通孔 10 ドリフトピン 11 母屋 12 母屋用接合金具 13 嵌合溝 14a,14b 締付ボルト 15a,15b ナット 16,17 一対の固定部 18 ヒンジ 19,20 突部 21 挿通孔 22,22a,22b 嵌合凹部 23,24 一対のロケットピン 23a,24a ロケットピンの先細先端部 25,31 嵌合溝 26,27 一対の補助板[Description of Signs] 1, 1A to 1W Joining bracket 2 Column 2a Joint end of column 2b Fitting groove 2d Fitting recess 2e Fitting hole 2f Through hole 3 Climbing beam 3a Climbing beam joining end 3b Fitting groove 3d Fitting recess 3e Fitting hole 3f Through hole 4 Metal fitting body 5a, 5b Guide pin 6,7 Rocket pin 6a, 7a Tapered tip of rocket pin 8a, 8b Window 9 Insertion hole 10 Drift pin 11 Purlin 12 Purlin Joining fitting 13 Fitting groove 14a, 14b Tightening bolt 15a, 15b Nut 16, 17 A pair of fixing portions 18 Hinge 19, 20 Projecting portion 21 Insertion hole 22, 22a, 22b Fitting concave portion 23, 24 A pair of rocket pins 23a, 24a Rocket pin tapered tip 25, 31 Fitting groove 26, 27 A pair of auxiliary plates

Claims (16)

【特許請求の範囲】[Claims] 【請求項1】 接合しようとする複数の木製部材の各接
合端部の各嵌合部内に、これら接合端部同士間を跨がる
ように挿入されて固定される金具本体に、上記各嵌合部
内への挿入位置をそれぞれ位置決めすると共に、挿入方
向を案内する第1の位置決め手段を設けたことを特徴と
する木製部材接合用金具。
1. A fitting body which is inserted into and fixed to each fitting portion of each joining end of a plurality of wooden members to be joined so as to straddle between these joining ends. A fitting for joining wooden members, wherein a first positioning means for positioning an insertion position in a joint portion and guiding an insertion direction is provided.
【請求項2】 金具本体は、板状体よりなり、第1の位
置決め手段は、上記板状の金具本体に、その挿入方向に
沿う軸方向両端部を先細形状に形成してなる棒状体をそ
れぞれ突設してなり、各木製部材の接合端部の嵌合部内
に嵌入されるように形成されていることを特徴とする請
求項1記載の木製部材接合用金具。
2. The metal fitting body is made of a plate-like body, and the first positioning means is a bar-like body formed by tapering both ends in the axial direction along the insertion direction of the plate-like metal body. The wooden member joining fitting according to claim 1, wherein each of the projecting members is formed so as to be fitted into a fitting portion of a joining end portion of each wooden member.
【請求項3】 金具本体は、固定具により各木製部材に
固定されることを特徴とする請求項1または2記載の木
製部材接合用金具。
3. The fitting for joining wooden members according to claim 1, wherein the fitting main body is fixed to each wooden member by a fixture.
【請求項4】 金具本体は、各木製部材の各嵌合部内へ
それぞれ挿入される挿入深さを規制する第2の位置決め
手段を具備していることを特徴とする請求項1〜3のい
ずれか1項に記載の木製部材接合用金具。
4. The metal fitting body according to claim 1, further comprising second positioning means for regulating an insertion depth of each of the wooden members to be inserted into each of the fitting portions. The fitting for joining wooden members according to claim 1 or 2.
【請求項5】 第2の位置決め手段は、金具本体の表裏
両面の各中央部にてその両面の垂直方向外方にそれぞれ
突出する棒状体よりなり、各木製部材の接合端部の位置
決め用嵌合部内にそれぞれ嵌入されるように形成されて
いることを特徴とする請求項1〜4のいずれか1項に記
載の木製部材接合用金具。
5. The second positioning means comprises a rod-shaped body projecting outward in the vertical direction on each of the front and back surfaces of the metal fitting main body at the center of each of the front and back surfaces thereof, and a positioning fitting of the joint end of each wooden member. The fitting for joining wooden members according to any one of claims 1 to 4, wherein the fitting is formed so as to be fitted into each of the joints.
【請求項6】 金具本体は、固定具の軸部を挿通せしめ
る木製部材の貫通孔に連通する透孔を具備していること
を特徴とする請求項1〜5のいずれか1項に記載の木製
部材接合用金具。
6. The metal fitting body according to claim 1, wherein the metal fitting body is provided with a through hole communicating with a through hole of a wooden member through which a shaft portion of the fixture is inserted. Metal fittings for joining wooden members.
【請求項7】 請求項1〜6のいずれか1項に記載の木
製部材接合用金具により、柱と木製斜材ないし横架材の
接合端部同士を接合してなる木製部材接合構造。
7. A wooden member joining structure in which the joining ends of a column and a wooden diagonal member or a horizontal member are joined to each other by the wooden member joining fitting according to any one of claims 1 to 6.
【請求項8】 木製部材接合用金具は、その金具本体の
厚さよりも長い幅に沿う幅方向が木製斜材の長手方向に
一致するように柱と斜材とに固定されていることを特徴
とする請求項7記載の木製部材接合構造。
8. The wooden member joining fitting is fixed to the column and the diagonal member such that a width direction along a width longer than a thickness of the bracket main body coincides with a longitudinal direction of the wooden diagonal member. The wooden member joining structure according to claim 7, wherein
【請求項9】 請求項1〜6のいずれか1項に記載の木
製部材接合用金具により、横架材の接合端部同士を接合
してなる木製部材接合構造。
9. A wooden member joining structure in which joining ends of horizontal members are joined by the wooden member joining fitting according to any one of claims 1 to 6.
【請求項10】 木製部材接合用金具は、その金具本体
の厚さよりも長い幅に沿う幅方向を、横架材の重力方向
に向けて両横架材に固定されていることを特徴とする請
求項9記載の木製部材接合構造。
10. The wooden member joining bracket is characterized in that the width direction along the width longer than the thickness of the bracket main body is fixed to both the lateral members in the direction of gravity of the lateral member. The wooden member joining structure according to claim 9.
【請求項11】 接合しようとする複数の木製部材の各
接合端部の各嵌合部にそれぞれ嵌合されて固定される固
定部同士を、これら嵌合部に嵌合されるヒンジにより連
結して金具本体を構成し、上記各固定部に、上記木製部
材の各位置決め用嵌合部にそれぞれ嵌合されて、その金
具本体の上記各嵌合部への挿入を案内する突部をそれぞ
れ形成したことを特徴とする木製部材接合用金具。
11. A fixing portion fitted and fixed to each fitting portion of each joining end of a plurality of wooden members to be joined is connected by hinges fitted to these fitting portions. To form a metal fitting body, and each of the fixing portions is formed with a projection which is fitted to each of the positioning fitting portions of the wooden member and guides insertion of the metal fitting body into each of the fitting portions. A fitting for joining wooden members, characterized in that:
【請求項12】 各固定部は、その突部の各位置決め用
嵌合部への嵌合位置を位置決めすると共に、その挿入方
向を案内する位置決め手段を具備していることを特徴と
する請求項11記載の木製部材接合用金具。
12. The fixing device according to claim 1, wherein each of the fixing portions is provided with positioning means for positioning a position of the projection to be fitted to each of the positioning fitting portions and guiding the insertion direction. 12. The fitting for joining wooden members according to item 11.
【請求項13】 接合しようとする複数の木製斜材の各
接合端部の各嵌合孔内にそれぞれ挿入されて固定される
筒状ないし軸状の固定部同士を、この嵌合孔内に挿入さ
れるヒンジにより蝶着してなることを特徴とする木製部
材接合用金具。
13. A cylindrical or shaft-shaped fixing portion which is inserted and fixed in each fitting hole of each joining end of a plurality of wooden diagonal materials to be joined, is inserted into the fitting hole. A metal member joining fitting which is hinged by an inserted hinge.
【請求項14】 各固定部は、固定具により各木製斜材
に固定されていることを特徴とする請求項11〜13の
いずれか1項に記載の木製部材接合用金具。
14. The wooden member joining bracket according to claim 11, wherein each fixing portion is fixed to each wooden diagonal member by a fixing tool.
【請求項15】 請求項11〜14のいずれか1項に記
載の木製部材接合用金具により、登り梁の接合端部同士
を接合してなる木製部材接合構造。
15. A wooden member joining structure in which joining ends of climbing beams are joined by the wooden member joining fitting according to any one of claims 11 to 14.
【請求項16】 木製部材接合用金具は、その金具本体
の厚さよりも長い幅に沿う幅方向を、登り梁の重力方向
に向けて両登り梁に固定されてなることを特徴とする請
求項15記載の木製部材接合構造。
16. The wooden member joining metal fitting is fixed to both climbing beams so that a width direction along a width longer than a thickness of the metal fitting body is directed to a gravity direction of the climbing beam. 16. The wooden member joining structure according to claim 15.
JP32863298A 1998-11-18 1998-11-18 Metal fitting for joining wooden members and joining structure of wooden members joined by the fittings Expired - Fee Related JP4180166B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32863298A JP4180166B2 (en) 1998-11-18 1998-11-18 Metal fitting for joining wooden members and joining structure of wooden members joined by the fittings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32863298A JP4180166B2 (en) 1998-11-18 1998-11-18 Metal fitting for joining wooden members and joining structure of wooden members joined by the fittings

Publications (2)

Publication Number Publication Date
JP2000154599A true JP2000154599A (en) 2000-06-06
JP4180166B2 JP4180166B2 (en) 2008-11-12

Family

ID=18212443

Family Applications (1)

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

Country Link
JP (1) JP4180166B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007327308A (en) * 2006-06-09 2007-12-20 Shuji Yonezawa Tightening fixture and fixing method for wooden intersecting structure
JP2012031674A (en) * 2010-08-02 2012-02-16 Sanyo Industries Ltd Connection plate and connection structure of gradient ceiling
JP7533540B2 (en) 2022-08-30 2024-08-14 積水ハウス株式会社 Connecting structures and building roofs

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007327308A (en) * 2006-06-09 2007-12-20 Shuji Yonezawa Tightening fixture and fixing method for wooden intersecting structure
JP2012031674A (en) * 2010-08-02 2012-02-16 Sanyo Industries Ltd Connection plate and connection structure of gradient ceiling
JP7533540B2 (en) 2022-08-30 2024-08-14 積水ハウス株式会社 Connecting structures and building roofs

Also Published As

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