JP2532924Y2 - Connection structure of rods and columns that intersect at an angle - Google Patents
Connection structure of rods and columns that intersect at an angleInfo
- Publication number
- JP2532924Y2 JP2532924Y2 JP1988092004U JP9200488U JP2532924Y2 JP 2532924 Y2 JP2532924 Y2 JP 2532924Y2 JP 1988092004 U JP1988092004 U JP 1988092004U JP 9200488 U JP9200488 U JP 9200488U JP 2532924 Y2 JP2532924 Y2 JP 2532924Y2
- Authority
- JP
- Japan
- Prior art keywords
- plate
- hole
- column
- joined
- hard plate
- 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.)
- Expired - Lifetime
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- Joining Of Building Structures In Genera (AREA)
Description
【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、角度をもって交わる棒柱材の接合構造に係
り、より詳細には、木造住宅などにおける所謂仕口の強
度を向上させるようにした角度をもって交わる棒柱材の
接合構造に関する。[Detailed description of the invention] [Industrial application field] The present invention relates to a joint structure of bar and column members that intersect at an angle, and more specifically, to improve the strength of a so-called connection in a wooden house or the like. The present invention relates to a joint structure of rods and columns that intersect at an angle.
木造建築などにおける棒柱材の接合構造では、通常、
部材間の長手方向の接合を‘継手’と称し、又、角度を
もって交わる部材の接合を‘仕口’と言う。これら継
手、仕口は、棒柱材の部材に孔を開け、欠き込むので結
果的に接合部の強度を弱くするという問題がある。この
問題を解決し、補強するものものとして、釘やボルト、
或いは鎹などの金物を用いたり、第５図（イ）、
（ロ）、（ハ）にそれぞれ示すような短冊金物１、腰掛
け金物２、箱金物３などを用いている。In the joint structure of pole materials such as wooden construction,
The joining in the longitudinal direction between members is called a "joint", and the joining of members that intersect at an angle is called a "joint". These joints and connections have the problem that the strength of the joint is weakened because a hole is formed in the column member and the hole is cut out. Nail and bolt, as thing which solves this problem, and reinforces
Alternatively, use a clamp or other hardware.
(B) and (c), a strip metal piece 1, a seat metal piece 2, a box metal piece 3, and the like are used.
しかし、上記のような金物を用いた場合、 金物が外側に露出する結果、意匠的に見栄えが良く
ない。However, when the above hardware is used, the hardware is exposed to the outside, resulting in a poor design appearance.
第５図（イ）に示す短冊金物１の場合は、棒柱材４
に対し二方向の胴縁を接合出来ても三方向、四方向に同
時に接合することができない。In the case of the strip hardware 1 shown in FIG.
On the other hand, even if the body edges in two directions can be joined, they cannot be joined simultaneously in three directions and four directions.
第５図（ロ）の腰掛け金物２、および第５図（ハ）
の箱金物３の場合は、一方向の接合には適しているもの
の、二方向、三方向、四方向などの接合ができない。FIG. 5 (b), the stool 2 and FIG. 5 (c)
Is suitable for one-way joining, but cannot be joined in two, three or four directions.
火災等の場合の強度面で問題がある。すなわち、例
えば、30分程度の燃焼の場合、柱の表面より20mm程度内
部まで燃えてしまうので、金物による柱の接合強度が保
持できない。There is a problem in strength in the case of fire. That is, for example, in the case of burning for about 30 minutes, the pillar burns up to about 20 mm inside from the surface of the pillar, so that the joint strength of the pillar by the metal cannot be maintained.
という課題が残る。 The challenge remains.
そこで、近年では、このような課題に鑑み、『先端部
に孔を穿設した金属板を用い、一方の棒柱材に貫通孔を
穿設し、他方の棒柱材に接合溝とボルト挿通孔を設け、
該一方の棒柱材の貫通孔に該金属板を挿通して該棒柱材
から該金属板の先端部を突出させ、該金属板の先端部を
他方の棒柱材の接合溝に嵌合させ、上記ボルト挿通孔と
硬性板の孔を介してボルト締めをすることで棒柱材同士
を接合してなる構成』の角度をもって交わる棒柱材の接
合構造が提案されている。Therefore, in recent years, in view of such a problem, it has been proposed to use a metal plate having a hole at the tip end, to form a through hole in one of the column members, and to insert a joint groove and a bolt through the other column member. Make a hole,
The metal plate is inserted through the through-hole of the one column material to project the tip of the metal plate from the column material, and the tip of the metal plate is fitted into the joining groove of the other column material. A configuration in which the column members are joined together by tightening bolts through the bolt insertion holes and the holes of the hard plate ”has been proposed.
しかし、上述した角度をもって交わる棒柱材の接合構
造の場合、棒柱材同士を接合した際、経時的変化でもっ
て、該棒柱材に位置ずれが発生し易いという課題があ
る。However, in the case of the joint structure of the rod-shaped members that intersect at the above-described angle, there is a problem that when the rod-shaped materials are joined together, the rod-shaped materials are likely to be displaced due to a temporal change.
本考案は、上述した課題に対処して創案したものであ
って、その目的とする処は、意匠的にも外観を害するこ
となく、一方向、二方向、三方向、四方向等の接合を、
その接合強度を十分保持した上で自在に行うことので
き、かつ火災等においても接合強度を長時間にわたって
保持できる「角度をもって交わる棒柱材の接合構造」を
提供することにある。The present invention has been made in view of the above-mentioned problem, and the purpose thereof is to join one-way, two-way, three-way, four-way, etc. without harming the appearance even in terms of design. ,
An object of the present invention is to provide a "joining structure of rod and column members that cross at an angle", which can be freely performed while sufficiently maintaining the joining strength and can maintain the joining strength for a long time even in a fire or the like.
そして、上記課題を解決するための手段としての本考
案の角度をもって交わる棒柱材の接合構造は、金属板、
FRP等の硬性板を用い、一方の棒柱材に貫通孔を穿設
し、他方の棒柱材に接合溝と楔挿通孔を設け、害硬性板
は、該一方の棒柱材の貫通孔を貫通する板体からなり、
その先端部に該他方の棒柱材の楔挿通孔と連通する孔を
有し、またその中央部または後端部に、該一方の棒柱材
と係止する係止部を有し、該一方の棒柱材の貫通孔に該
硬性板を挿通して該一方の棒柱材から該硬性板先端部を
突出させると共に、該該硬性板中央部または後端部で該
一方の棒柱材と係止し、また該硬性板先端部を他方の棒
柱材の接合溝に嵌合させ、上記楔挿通孔と硬性板の孔と
に、硬度の異なる複数種の楔を硬性板の先後端方向に重
ねて用い、前記硬性板の後端側または中央側に位置する
楔より硬質の楔を前記硬性板先端部側にして挿通させる
ことで棒柱材同士を接合してなることを特徴とする。And as a means for solving the above-mentioned problems, the joint structure of the rod and column members which intersect at an angle of the present invention is a metal plate,
Using a hard plate such as FRP, a through hole is drilled in one of the pillars and a joining groove and a wedge insertion hole are provided in the other pillar, and the harmful hard plate is a through hole of the one pillar. Consists of a plate that penetrates
The distal end portion has a hole communicating with the wedge insertion hole of the other column material, and the central portion or the rear end portion has a locking portion for locking with the one column material, The rigid plate is inserted into the through-hole of one of the column members so that the tip of the rigid plate protrudes from the one column member, and the one of the column members at the center or rear end of the rigid plate. And the front end portion of the hard plate is fitted into the joining groove of the other column member, and a plurality of kinds of wedges having different hardnesses are inserted into the wedge insertion hole and the hole of the hard plate at the front and rear ends of the hard plate. It is characterized in that the column members are joined by inserting a hard wedge, which is harder than a wedge located on the rear end side or the center side of the hard plate, toward the front end portion of the hard plate, so as to be inserted in the same direction. I do.
また、一方の棒柱材が縦材、他方の棒柱材が梁や胴縁
などの横材であって、該縦材に対して横方向に穿設した
貫通孔に硬性板を挿通して該柱からその硬性板先端部分
を突出し、該硬性板先端部分を介して梁や胴縁などの横
材を接合するようにした構成、さらに、縦材に対して交
差方向の貫通孔を穿設し、該交差方向の貫通孔のそれぞ
れに硬性板を挿通して二方向、又は三方向、又は四方向
の横材を接合するようにした構成としてもよい。Further, one of the column members is a vertical member, and the other column member is a horizontal member such as a beam or a rim, and a rigid plate is inserted into a through hole formed in the horizontal direction with respect to the vertical member. A configuration in which the tip portion of the hard plate protrudes from the pillar, and a horizontal member such as a beam or a rim is joined through the tip portion of the rigid plate. Alternatively, a configuration may be adopted in which a rigid plate is inserted into each of the through holes in the cross direction to join two-way, three-way, or four-way cross members.
そして、上記構成に基づく、本考案の角度をもって交
わる棒柱材の接合構造は、一方の棒柱材に穿設した貫通
孔に金属板、FRP板等の硬性板を挿通し、該硬性板を介
して横材を、硬度の異なる複数種の楔を重ねて用い、こ
の複数種の楔を前記硬性板の後端側または中央側に位置
する楔より硬質の楔を前記硬性板先端部側にして挿通さ
せているので、その接合強度を強固にできる。And, based on the above configuration, the joint structure of the rod and column material that intersects at an angle of the present invention, a metal plate, a hard plate such as an FRP plate is inserted into a through hole formed in one of the rod and column members, and the hard plate is A plurality of wedges having different hardness are overlapped on each other, and a wedge harder than a wedge located on the rear end side or the center side of the hard plate is provided on the front end side of the hard plate. Since it is inserted through, the bonding strength can be increased.
また、一方の棒柱材に対し、硬性板を二方向、又は三
方向、又は四方向に突出させ、それぞれの突出部分を介
して、多方向に横材を接合でき、また、接合媒体として
の金物は内部に隠れてしまうか、一部露出するに止ま
り、外観を害することがないように作用する。さらに、
棒柱材の接合状態を保持するための硬製板が柱の内部に
位置するので、火災等で表面が燃えても、その保持強度
が低下しないように作用する。In addition, the rigid plate is protruded in two directions, or three directions, or four directions with respect to one of the column members, and the cross members can be joined in multiple directions through the respective projecting portions, and as a joining medium. The metal is hidden inside or only partially exposed, and acts so as not to impair the appearance. further,
Since the hard plate for holding the joined state of the column material is located inside the column, even if the surface burns due to a fire or the like, it acts so that the holding strength does not decrease.
以上のように、本考案の角度をもって交わる棒柱材の
接合構造は、硬度の異なる複数種類の楔を重ねて用い、
この複数種の楔を前記硬性板の後端側または中央側に位
置する楔より硬質の楔を前記硬性板先端部側にして挿通
させて接合させるようにした点に特徴を有し、この特徴
点でもって、外観を損なうことなく、かつ接合強度を強
固にできるという格別な作用を奏するものである。As described above, the joint structure of the rod and column members that cross at an angle according to the present invention uses a plurality of types of wedges having different hardnesses,
It is characterized in that the plurality of types of wedges are made to pass through and joined by making the wedge harder than the wedge located on the rear end side or the center side of the hard plate toward the front end portion of the hard plate. In this respect, it has a special effect that the bonding strength can be strengthened without deteriorating the appearance.
以下、図面を参照しながら、本考案を具体化した実施
例について説明する。ここに、第１〜４図は本考案の実
施例を示し、第１図（イ）は分解斜視図、同図（ロ）は
同図（イ）における接合状態を示す平面図、第２図
（い）は他の実施例の分解斜視図、同図（ロ）は同図
（イ）における接合状態を示す平面図、第３図は縦材に
対して三方向の横材を接合した状態の平面図、第４図
（イ）（ロ）は縦材に四方向の横材を接合する場合の説
明図、同図（ハ）はその接合状態を示す平面図である。Hereinafter, embodiments of the present invention will be described with reference to the drawings. 1 to 4 show an embodiment of the present invention, FIG. 1 (A) is an exploded perspective view, FIG. 1 (B) is a plan view showing the joined state in FIG. 1 (A), FIG. (I) is an exploded perspective view of another embodiment, (b) is a plan view showing the joined state in (a), and FIG. 3 is a state in which a horizontal member is joined to a vertical member in three directions. 4 (a) and 4 (b) are explanatory views of a case where four-way cross members are joined to a vertical member, and FIG. 4 (c) is a plan view showing the joined state.
本実施例の棒柱材の接合構造は、概略すると、一方の
棒柱材である縦材４に穿設した貫通孔５に硬性板６を挿
通して縦材４からその硬性板６の先端部７を突出し、硬
性板先端部７を介して他方の棒柱材である横材８を接合
するようにした構成よりなる。The joint structure of the column material according to the present embodiment is, roughly, a rigid plate 6 inserted into a through hole 5 formed in a vertical member 4 which is one of the column members, and the tip of the hard plate 6 is inserted from the vertical member 4. The configuration is such that the portion 7 is protruded, and the cross member 8 as the other column material is joined through the rigid plate tip portion 7.
そして、第１図（イ）（ロ）の実施例では、縦材４に
対して胴縁などの横材８を一方向のみに接合する場合で
あって、硬性板６は、一端に頭９を有し他端に楔挿通孔
10が設けられている。ここで、硬性板６としては、鉄
板、FRP板等よりなるものを用い、鉄板等の金属板を用
いる場合は防腐処理をしたものを用いることが好まし
い。また、硬製板において、頭９を有しない構成のもの
を用いてもよい。また、縦材４には、硬性板６を密接状
態で貫設する貫通孔５が穿設されている。横材８には、
硬性板６の先端部７を挟み込む接合（換言すれば、係
合）溝12が設けられると共に硬性板６の楔挿通孔10と同
様の楔挿通孔13が穿設されている。そして、縦材４のほ
ぞ孔（図示せず）に納入するほぞ14が先端に突出形成し
てある。なお、符号15aは木製の楔、15bは金属製の楔で
ある。In the embodiment shown in FIGS. 1 (a) and 1 (b), a horizontal member 8 such as a rim is joined to the vertical member 4 in only one direction, and the rigid plate 6 has a head 9 at one end. With a wedge insertion hole at the other end
Ten are provided. Here, as the hard plate 6, a plate made of an iron plate, an FRP plate, or the like is used. When a metal plate such as an iron plate is used, it is preferable to use a plate that has been subjected to preservative treatment. Further, a hard plate having no head 9 may be used. Further, a through hole 5 is formed in the vertical member 4 to penetrate the hard plate 6 in a close state. In the cross member 8,
A joint (in other words, an engagement) groove 12 for sandwiching the distal end portion 7 of the hard plate 6 is provided, and a wedge insertion hole 13 similar to the wedge insertion hole 10 of the hard plate 6 is formed. A tenon 14 to be delivered to a tenon hole (not shown) of the vertical member 4 is formed to protrude at the tip. Reference numeral 15a is a wooden wedge, and 15b is a metal wedge.
第２図（イ）（ロ）の実施例では、縦材４に対して横
材８を二方向に接合する場合であって、第１図の実施例
と異なるところは、硬性板６を二個使用し棒柱材４内部
で×状に交差させるために硬性板６、６のそれぞれに下
向き及び上向きの交差係合溝16、16を設け、かつ縦材４
に穿設する貫通孔５、11のうち、一方の貫通孔11の孔を
大きくして硬性板６、６を縦材４の内部で×状に交差で
きるように構成している点である。In the embodiment shown in FIGS. 2A and 2B, the horizontal member 8 is joined to the vertical member 4 in two directions. The difference from the embodiment shown in FIG. Each of the rigid plates 6, 6 is provided with downward and upward cross-engaging grooves 16, 16 so as to intersect in a cross shape inside the column member 4, and
One of the through-holes 5 and 11 is formed so that one of the through-holes 11 is made larger so that the hard plates 6 and 6 can cross each other in the X shape inside the longitudinal member 4.
そして、硬性板６、６は縦材４の内部で×状に交差さ
れて抜き出ないように固定されるので頭９は不要とな
る。Since the rigid plates 6 and 6 are crossed in a cross shape inside the longitudinal member 4 and are fixed so as not to be pulled out, the head 9 becomes unnecessary.
第３図の実施例では、縦材４に対して横材８を三方向
に接合する場合であって、第２図に示す頭なしの硬性板
６一個と、第４図に示す左右両端部分に楔挿通孔10、10
を有する硬性板６の一個とを×状に交差させ、縦材４か
ら突出したそれぞれの硬性板６の先端部を介して横材８
を三方に接合するものである。In the embodiment shown in FIG. 3, the horizontal member 8 is joined to the vertical member 4 in three directions, and one hard plate 6 without a head shown in FIG. 2 and left and right end portions shown in FIG. Through holes 10 and 10
Crosses one of the rigid plates 6 having a cross shape, and crosses each of the horizontal members 8 through the distal end of each of the rigid plates 6 protruding from the vertical member 4.
Are joined in three directions.
第４図の実施例では、縦材４に対して横材８を四方向
に接合する場合であって、左右両端部分に楔挿通孔10、
10を有する硬性板６二個を使用し、第２図の実施例と同
様に縦材４に穿設する貫通孔５、11のうち、一方の貫通
孔11の孔を大きくしたものに対して、先ず下側の硬性板
６を貫通孔11内に貫設した後、上側の硬性板６を貫入し
て下に下ろし、縦材４の内部で×状に交差させ、縦材４
から突出したそれぞれの硬性板６の先端部を介して横材
８を四方に接合するものである。In the embodiment shown in FIG. 4, the horizontal member 8 is joined to the vertical member 4 in four directions.
In the case where two hard plates 6 each having 10 are used and one of the through holes 5 and 11 formed in the vertical member 4 is enlarged as in the embodiment of FIG. First, the lower hard plate 6 is inserted into the through hole 11, and then the upper hard plate 6 penetrates and is lowered, and crosses the inside of the vertical member 4 in a cross shape.
The cross members 8 are joined in four directions via the distal end portions of the respective hard plates 6 protruding therefrom.
そして、本実施例における金属板等よりなる硬性板６
の厚みは、通常、100mm〜120mmの角材の柱に対し4mm〜5
mmの厚みとしてあり、かつ、棒柱材４外には150mm位突
出するように形成されている。The hard plate 6 made of a metal plate or the like in the present embodiment.
The thickness is usually 4 mm to 5 mm for a square pillar of 100 mm to 120 mm.
mm, and is formed so as to protrude by about 150 mm outside of the column member 4.
次ぎに、本実施例の作用について述べると、第１図に
示す実施例のものでは、一枚の硬性板６を介し、楔15
a、15bにより縦材４に横材８が圧着状態で強固に締めつ
け接合固定されるように作用する。すなわち、木製と金
属製の楔（換言すれば、硬度の異なる複数種類の楔）を
用い、硬質楔を外側に位置させることで、縦材と横材の
接合状態を強固にすると共に、その移動（ずれ）等を防
止できるように作用する。そして、縦材４に穿つ孔は、
硬性板６の貫通孔11と若干のほぞ孔だけであるので接合
強度を十分に保持し得るように作用する。また、意匠的
には硬性板６の頭９が若干外側に露呈する程度である。
なお、接合に際し、接合溝12に硬性板６が挟持されたあ
と接合溝12に間隙が生ずる場合は樹脂製等の充填材を使
用して埋める。Next, the operation of this embodiment will be described. In the embodiment shown in FIG.
The a and 15b act so that the cross member 8 is firmly tightened and fixed to the vertical member 4 in a crimped state. That is, by using wooden and metal wedges (in other words, a plurality of types of wedges having different hardnesses) and by positioning the hard wedges on the outside, the joining state between the vertical members and the horizontal members is strengthened and the movement thereof is performed. (Shift) can be prevented. And the hole drilled in the vertical member 4,
Since there are only the through hole 11 of the hard plate 6 and a small number of mortises, it works so that the bonding strength can be sufficiently maintained. Further, the design is such that the head 9 of the hard plate 6 is slightly exposed to the outside.
When a gap is formed in the joining groove 12 after the hard plate 6 is sandwiched in the joining groove 12 at the time of joining, the gap is filled with a filler material such as resin.
また、第２〜４図の実施例のものは、いずれも硬性板
６を二枚使用して縦材４内部で×状に交差させ、貫通孔
11との協動による、抜け出ないように作用する。そし
て、これらの実施例の場合、硬性板６が縦材４外に露呈
することがないように作用する。なお、楔15により強固
に圧着状態で接合され、接合強度が十分に保持されるの
は、第１図の実施例と同様である。In each of the embodiments shown in FIGS. 2 to 4, two hard plates 6 are used to cross each other in a cross shape inside the vertical member 4 to form a through hole.
It works in cooperation with 11 so as not to get out. In the case of these embodiments, the hard plate 6 acts so as not to be exposed outside the vertical member 4. In addition, it is the same as the embodiment in FIG. 1 that the wedge 15 is firmly joined in a press-fit state and the joining strength is sufficiently maintained.
なお、本考案は、上述した実施例に限定されるもので
なく、本考案の要旨を変更しない範囲での変形実施でき
ることは明らかである。例えば、交わる角度は直角に限
定されず、鋭角、鈍角いずれにも適用可能である。ま
た、硬性板に穿設する孔の個数は、二個に限られるもの
でない。It should be noted that the present invention is not limited to the embodiment described above, and it is apparent that the present invention can be modified without departing from the scope of the present invention. For example, the intersecting angle is not limited to a right angle but can be applied to any of an acute angle and an obtuse angle. Further, the number of holes formed in the hard plate is not limited to two.
以上の説明より明らかなように、本考案の角度をもっ
て交わる棒柱材の接合構造によれば、硬度の異なる複数
種の楔を重ねて用い、この複数種の楔を前記硬性板の後
端側または中央側に位置する楔より硬質の楔を前記硬性
板先端部側にして挿通させているので、その接合強度を
強固にできるという効果を有する。As is clear from the above description, according to the joint structure of the rod and column members that cross at an angle according to the present invention, a plurality of types of wedges having different hardnesses are used in an overlapping manner, and the plurality of types of wedges are used at the rear end side of the hard plate. Alternatively, since a wedge harder than the wedge located at the center side is inserted toward the front end of the hard plate, the joining strength can be increased.
また、本考案の角度をもって交わる棒柱材の接合構造
によれば、棒柱材同士を柱内部で接合するようにしてい
るので、火災等で表面が燃えても、その接合強度が低下
することなく、例えば、三階建建築物等における通し柱
としても使用できるという効果をも有する。また、楔を
用いているので、その締めつけ強度が強固となるという
効果をも有する。In addition, according to the joint structure of the rod and column materials that intersect at an angle according to the present invention, since the rod and column materials are joined inside the column, the joint strength is reduced even if the surface burns due to a fire or the like. For example, there is also an effect that it can be used as a through pillar in a three-story building or the like. Further, since the wedge is used, there is also an effect that the tightening strength becomes strong.
【図面の簡単な説明】 第１〜４図は本考案の実施例を示し、第１図（イ）は分
解斜視図、同図（ロ）は同図（イ）における接合状態を
示す平面図、第２図（イ）は他の実施例の分解斜視図、
同図（ロ）は同図（イ）における接合状態を示す平面
図、第３図は縦材に対して三方向の横材を接合した状態
の平面図、第４図（イ）（ロ）は縦材に四方向の横材を
接合する場合の説明図、同図（ハ）はその接合状態を示
す平面図、第５図（イ）（ロ）（ハ）は従来例の斜視図
である。 ４……一方の棒柱材（縦材）、５……貫通孔、６……硬
性板、７……硬性板６の先端部分７を突出し、該硬性板
先端部、８……他方の棒柱材（横材）、９……頭、10…
…楔挿通孔、11……貫通孔、12……接合（係合）溝、13
……楔挿通孔、14……ほぞ、15a、15b……楔、16……交
差係合溝BRIEF DESCRIPTION OF THE DRAWINGS FIGS. 1 to 4 show an embodiment of the present invention, FIG. 1 (A) is an exploded perspective view, and FIG. 1 (B) is a plan view showing the joined state in FIG. 1 (A). FIG. 2 (a) is an exploded perspective view of another embodiment,
FIG. 2B is a plan view showing the joining state in FIG. 1A, FIG. 3 is a plan view showing a state in which a horizontal member is joined to a vertical member in three directions, and FIGS. Is an explanatory view in the case of joining four-way horizontal members to a vertical member, FIG. (C) is a plan view showing the joined state, and FIGS. 5 (A), (B) and (C) are perspective views of a conventional example. is there. 4 ... one rod material (vertical member), 5 ... through-hole, 6 ... hard plate, 7 ... the tip 7 of the hard plate 6 protrudes and the tip of the hard plate, 8 ... the other bar Column material (horizontal material), 9 ... head, 10 ...
... Wedge insertion hole, 11 ... Through hole, 12 ... Joint (engagement) groove, 13
... Wedge insertion hole, 14 ... tenon, 15a, 15b ... wedge, 16 ... cross engagement groove
Claims (3)
って、金属板、FRP等の硬性板を用いて、一方の棒柱材
に貫通孔を穿設し、他方の棒柱材に接合溝と楔挿通孔を
設け、該硬性板は、該一方の棒柱材の貫通孔を貫通する
板体からなり、その先端部に該他方の棒柱材の楔挿通孔
と連通する孔を有し、またその中央部または後端部に、
該一方の棒柱材と係止する係止部を有し、該一方の棒柱
材の貫通孔に該硬性板を挿通して該一方の棒柱材から該
硬性板先端部を突出させると共に、該該硬性板中央部ま
たは後端部で該一方の棒柱材と係止し、また該硬性板先
端部を他方の棒柱材の接合溝に嵌合させ、上記楔挿通孔
と硬性板の孔とに、硬度の異なる複数種の楔を硬性板の
先後端方向に重ねて用い、前記硬性板の後端側または中
央側に位置する楔より硬質の楔を前記硬性板先端部側に
して挿通させることで棒柱材同士を接合してなることを
特徴とする角度をもって交わる棒柱材の接合構造。Claims: 1. A joint structure of a rod and a column intersecting at an angle, wherein a through-hole is formed in one of the rods and a rigid plate such as a metal plate or FRP and joined to the other rod or column. A groove and a wedge insertion hole are provided, and the rigid plate is formed of a plate penetrating through the through hole of the one column material, and has a hole at the tip end communicating with the wedge insertion hole of the other column material. And at its center or rear end,
And a locking portion for locking the one column material, the rigid plate is inserted into a through hole of the one column material, and the tip end of the hard plate protrudes from the one column material. The central portion or the rear end portion of the rigid plate is engaged with the one column material, and the front end portion of the rigid plate is fitted into the joining groove of the other column material, and the wedge insertion hole and the rigid plate are fitted. In the holes, a plurality of wedges having different hardnesses are used in the direction of the front and rear ends of the hard plate, and a wedge harder than the wedge located on the rear end side or the center side of the hard plate is provided on the front end side of the hard plate. A joint structure of rods and columns that intersects at an angle, characterized in that the rods are joined together by being inserted through.
胴縁などの横材であって、該縦材に対して横方向に穿設
した貫通孔に硬性板を挿通して該縦材からその硬性板先
端部を突出し、該硬性板先端部を介して横材を接合して
なる請求項１に記載の角度をもって交わる棒柱材の接合
構造。2. One of the pillar members is a vertical member, and the other pillar member is a horizontal member such as a beam or a rim, and a hard plate is provided in a through hole formed in the transverse direction with respect to the vertical member. 2. The joint structure according to claim 1, wherein the end portion of the rigid plate is inserted from the longitudinal member so as to protrude from the longitudinal member, and the cross member is joined through the end portion of the rigid plate.
胴縁などの横材であって、該縦材に対して交差方向の貫
通孔を穿設し、該交差方向の貫通孔のそれぞれに硬性板
を挿通して二方向、又は三方向、又は四方向の横材を接
合してなる請求項２に記載の角度をもって交わる棒柱材
の接合構造。3. One of the pillar members is a vertical member, and the other pillar member is a horizontal member such as a beam or a rim. 3. The joint structure according to claim 2, wherein the cross members in two, three, or four directions are joined by inserting a hard plate into each of the through holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1988092004U JP2532924Y2 (en) | 1988-07-11 | 1988-07-11 | Connection structure of rods and columns that intersect at an angle |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1988092004U JP2532924Y2 (en) | 1988-07-11 | 1988-07-11 | Connection structure of rods and columns that intersect at an angle |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02107603U JPH02107603U (en) | 1990-08-27 |
| JP2532924Y2 true JP2532924Y2 (en) | 1997-04-16 |
Family
ID=31316463
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1988092004U Expired - Lifetime JP2532924Y2 (en) | 1988-07-11 | 1988-07-11 | Connection structure of rods and columns that intersect at an angle |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2532924Y2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2764160B2 (en) * | 1996-04-23 | 1998-06-11 | 院庄林業株式会社 | Metal frame construction method, wooden frame structure for wooden building, connecting metal fittings and connecting metal fitting unit therefor |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6314941A (en) * | 1986-07-03 | 1988-01-22 | シ−ウツド研究所有限会社 | Joint structure in wooden framework structure |
| JPS63122840A (en) * | 1986-11-11 | 1988-05-26 | シ−ウツド研究所有限会社 | Opening structure of wood building and opening metal fitting therefor |
-
1988
- 1988-07-11 JP JP1988092004U patent/JP2532924Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH02107603U (en) | 1990-08-27 |
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