JP2711162B2 - Column and beam joint structure - Google Patents

Column and beam joint structure

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Publication number
JP2711162B2
JP2711162B2 JP204090A JP204090A JP2711162B2 JP 2711162 B2 JP2711162 B2 JP 2711162B2 JP 204090 A JP204090 A JP 204090A JP 204090 A JP204090 A JP 204090A JP 2711162 B2 JP2711162 B2 JP 2711162B2
Authority
JP
Japan
Prior art keywords
column
mating
halves
plate portion
pillar
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
Application number
JP204090A
Other languages
Japanese (ja)
Other versions
JPH03206224A (en
Inventor
直人 安藤
明 小林
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.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP204090A priority Critical patent/JP2711162B2/en
Publication of JPH03206224A publication Critical patent/JPH03206224A/en
Application granted granted Critical
Publication of JP2711162B2 publication Critical patent/JP2711162B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 「産業上の利用分野」 本発明は木製の柱と梁を接合する際に使用する継手構
造に関するものである。
Description: TECHNICAL FIELD The present invention relates to a joint structure used for joining a wooden column and a beam.

「従来の技術」 従来、木製の柱と梁を接合する場合に仕口をほぞ加工
して互いに嵌合させる手法を採るのが一般的であるが、
継手金具(例えば、羽子板ボルト等)をほぞ加工と併用
してあるいは単独で用いて接合させる場合もある。
"Prior art" Conventionally, when joining wooden columns and beams, it is common to employ a method of tenoning the joints and fitting them together.
In some cases, joint fittings (for example, vane plate bolts, etc.) are used together with mortise processing or used alone.

上記継手金具は、通常、柱あるいは梁の接合部周囲に
ボルトや釘によって外部に露出状態で取り付けられる。
The above-mentioned joint fitting is usually attached to the periphery of the joint of the column or the beam by bolts or nails so as to be exposed to the outside.

「発明が解決しようとする課題」 しかしながら、上記した従来の継手金具にあっては、
外部に露出状態で取り付けられる構造であるため、火災
の際に高熱にさらされて変質してしまうおそれがあり、
そのとき、所定の強度が維持できなくなる。
"Problems to be solved by the invention" However, in the above-mentioned conventional fittings,
Because it is a structure that can be exposed to the outside, it may be exposed to high heat in the event of a fire and deteriorate.
At that time, the predetermined strength cannot be maintained.

また、上記のように外部に露出されているため防錆上
に難点があり、長年使用している間に錆びてしまい所定
の強度が得られなくなるおそれもある。
In addition, since it is exposed to the outside as described above, there is a problem in rust prevention, and there is a possibility that rust will occur during use for many years and a predetermined strength will not be obtained.

本発明は上記事情に鑑みてなされたもので、最近使用
されている大形の柱が集成材等の合わせ柱構造であるこ
とに着目し、この合わせ柱構造をうまく利用することに
よって柱の内部に埋め込まれ、これにより上記した課題
を解決できる柱と梁の継手構造を提供することを目的と
する。
The present invention has been made in view of the above circumstances, and has focused on the fact that recently used large-sized columns have a laminated column structure such as a glued laminated lumber. It is an object of the present invention to provide a joint structure between a column and a beam, which can be embedded in the joint and can solve the above-mentioned problem.

「課題を解決するための手段」 本発明では、係る目的を達成するために、左右の柱半
体同士が互いに接合されて構成される木製合わせ柱の内
部に埋設固定される継手金具を介して柱と梁とを連結す
る構造であって、基板部と該基板部に直交する交差板部
とを備える断面T字状の一対のプレートからなり、該両
プレートは前記基板部が前記合わせ柱の接合面に対向さ
れかつ交差板部が合わせ柱の縦溝に挿通された状態で合
わせ柱の左右の柱半体にそれぞれ固定され、前記両柱半
体同士が接合されるとき、前記基板部または交差板部の
少なくとも一方の端部が該合わせ柱の外方へ突出され、
該突出された板部先端に木製梁が該梁の端部に形成され
た溝を嵌合されて接合される構成としている。
"Means for solving the problem" In the present invention, in order to achieve the object, through a joint fitting embedded and fixed inside a wooden mating column configured by joining the left and right column halves to each other. A structure for connecting a column and a beam, comprising a pair of plates having a T-shaped cross section including a substrate portion and a cross plate portion orthogonal to the substrate portion. When the both plate halves are joined to each other while being opposed to the joint surface and fixed to the left and right column halves of the mating column in a state where the cross plate portion is inserted into the vertical groove of the mating column, the substrate portion or At least one end of the cross plate portion is projected outward of the mating column,
At the tip of the protruding plate portion, a wooden beam is fitted and joined to a groove formed at an end of the beam.

「作用」 一対のプレートはあらかじめ合わせ柱の両半体の接合
面にそれぞれ固定されており、該プレート両柱半体が接
合される際にその大部分が合わせ柱の内部に埋め込まれ
る。他方、合わせ柱の外部に突出する残りのプレート部
分は梁の溝に嵌合される。
[Operation] A pair of plates are fixed in advance to the joint surfaces of the two halves of the mating column, and most of the plates are embedded in the mating column when the plate halves are joined. On the other hand, the remaining plate portion protruding outside the mating column is fitted into the groove of the beam.

このように、継手金具は全て柱あるいは梁の内部に埋
設されることとなる。このため、たとえ火災が起きて
も、柱あるいは梁の内部は高温に成りにくいので、継手
金具は変質せずその強度は失われない。
In this way, the joint fittings are all buried inside the columns or beams. For this reason, even if a fire occurs, the inside of the column or the beam is unlikely to be heated to a high temperature, and the joint fitting does not deteriorate and its strength is not lost.

「実施例」 以下、本発明の一実施例を図面を参照して説明する。Hereinafter, an embodiment of the present invention will be described with reference to the drawings.

第1図は本発明にかかる継手構造およびそれによって
接合される柱と梁の配置関係を示す分解斜視図、第2図
は組み立てた後の斜視図である。
FIG. 1 is an exploded perspective view showing a joint structure according to the present invention and an arrangement relationship between columns and beams joined by the joint structure, and FIG. 2 is a perspective view after being assembled.

これらの図において符号1は木製の柱、2は木製の梁
を示し、これらはともに集成材からなる柱半体1A、1Bあ
るいは梁半体2A、2B同士が接合されて構成される。3は
柱1間であって梁2の上下に連結される壁パネル、4は
継手金具である。
In these figures, reference numeral 1 denotes a wooden column, 2 denotes a wooden beam, and these are each formed by joining column halves 1A and 1B or beam halves 2A and 2B made of laminated wood. Reference numeral 3 denotes a wall panel between the columns 1 and connected above and below the beam 2, and reference numeral 4 denotes a joint fitting.

継手金具4は、基板部5と該基板部5に直交する交差
板部6とを備える断面T字状の一対のプレート4A、4Bか
ら構成されている。
The joint fitting 4 is composed of a pair of plates 4A and 4B having a T-shaped cross section and including a substrate portion 5 and a cross plate portion 6 orthogonal to the substrate portion 5.

両プレート4A、4Bは前記基板部5が前記合わせ柱1の
接合面1aに対向されかつ交差板部6が合わせ柱1の縦溝
1bに挿通された状態で、合わせ柱の左右の柱半体1A、1B
にそれぞれ固定される。このときの固定は、図では基板
部5に交差板部6側へ突出して固着された複数の釘7を
利用して行っているが、これに限られることなく、接着
剤等他の手段を用いて行うこともできる。また、柱1の
接合面1aには平板状の凹所1cがあらかじめ形成され、こ
の凹所1cにプレート4A、4Bの基板部5が嵌め込まれる
際、基板部上面が凹所1cを除く接合面1aの他の部分と面
一になるように設定されている。
In both plates 4A and 4B, the substrate portion 5 is opposed to the joint surface 1a of the mating column 1 and the cross plate portion 6 is a vertical groove of the mating column 1.
The left and right column halves 1A and 1B of the mating column are inserted through 1b.
Are fixed respectively. In this case, the fixing is performed by using a plurality of nails 7 protruding and fixed to the substrate portion 5 toward the crossing plate portion 6 in the drawing, but the present invention is not limited to this, and other means such as an adhesive may be used. Can also be used. In addition, a flat recess 1c is previously formed on the joint surface 1a of the column 1, and when the substrate portion 5 of the plates 4A and 4B is fitted into the recess 1c, the upper surface of the substrate portion except the recess 1c is formed. It is set to be flush with other parts of 1a.

ここで、両プレート4A、4Bの突出する側の基板部5お
よび交差板部6の長さl1、l2は、該プレート4A、4Bが固
定された柱半体1A,1Bを接合する際に、基板部5の一方
および両交差板部6の端部が合わせ柱1の外方へ突出す
るように設定されている。このように、一方の基板部5
および交差板部6の長さを設定するのは、この実施例で
は、柱1に対し3方へ延びる梁2をそれぞれ接合させる
ためであり、接合する梁2が、互いに同一線上あるいは
直交するように2方に延びる場合、あるいは4方に延び
る場合には、それに応じて基板部5および交差板部6の
長さを適宜変える必要がある。
Here, the lengths l 1 and l 2 of the substrate portion 5 and the intersecting plate portion 6 on the protruding side of both plates 4A and 4B are determined when joining the column halves 1A and 1B to which the plates 4A and 4B are fixed. In addition, one end of the substrate portion 5 and the ends of both the cross plate portions 6 are set so as to protrude outside the mating column 1. Thus, one of the substrate portions 5
The reason why the length of the intersecting plate portion 6 is set is to join the beams 2 extending in three directions to the column 1 in this embodiment, and the joining beams 2 are aligned on the same line or perpendicular to each other. When extending in two directions or in four directions, it is necessary to appropriately change the lengths of the substrate portion 5 and the cross plate portion 6 accordingly.

また、基板部5の厚さt1は交差板部6の厚さt2の半分
に設定されている。これは、交差板部6はそれ一枚で梁
2との連結部分を構成するが、基板部5は2枚重ね合わ
されて始めて梁2との連結部分を構成するからであり、
併せて接合させる梁2の嵌合溝12を3方の梁とも同一形
状にするためである。
The thickness t 1 of the substrate 5 is set to be half of the thickness t 2 of the cross plate 6. This is because the crossing plate portion 6 constitutes a connection portion with the beam 2 by itself, but the substrate portion 5 constitutes a connection portion with the beam 2 only when two sheets are overlapped.
This is because the fitting groove 12 of the beam 2 to be joined together has the same shape as the three beams.

9は基板部5に形成されたボルト挿通孔であり、双方
のプレート4A、4Bとも合致するよう線対称位置にそれぞ
れ形成されている。柱半体1A、1Bにもこの挿通孔9に合
致する位置にボルト挿通孔10が形成されている。
Reference numeral 9 denotes a bolt insertion hole formed in the substrate portion 5, which is formed at a line symmetric position so as to match both the plates 4A and 4B. Bolt insertion holes 10 are also formed in the column halves 1A and 1B at positions corresponding to the insertion holes 9.

また、基板部5および交差板部6のうち柱1に取り付
けられたときに柱1から外方に突出する部分にはボルト
挿通孔11が上下方向に複数(図では3つ)形成されてい
る。これらのボルト挿通孔のうち中央の孔11aは位置調
整のため横方向に長く延びる長孔とされている。
Further, a plurality of (three in the figure) bolt insertion holes 11 are formed in a portion of the substrate portion 5 and the cross plate portion 6 which protrudes outward from the pillar 1 when attached to the pillar 1 in the vertical direction. . Of these bolt insertion holes, the central hole 11a is a long hole extending in the lateral direction for position adjustment.

他方、梁端部の構造について説明すると、梁端部には
溝12が形成され、この溝12に、柱1から外方に突出する
基板部5あるいは交差板部6の先端が嵌合されること
で、柱1と梁2が接合される。上記嵌合用の溝12は次の
ようにして形成される。
On the other hand, the structure of the beam end will be described. A groove 12 is formed in the beam end, and the tip of the substrate 5 or the cross plate 6 projecting outward from the column 1 is fitted into the groove 12. Thus, the column 1 and the beam 2 are joined. The fitting groove 12 is formed as follows.

すなわち、梁半体2A、2Bの接合面の先端には凹所13が
形成され、この凹所13に金属製の平板14が該平板に取り
付けられた釘15を介して固着される。この構造は左右の
梁半体とも同様である。左右の平板14のうち一方にはL
字状の受け金具16が溶接によって接合されており、これ
により、左右の梁半体2A、2Bが接合されたとき、平板14
間に前記した嵌合用の溝12が形成される。溝12の高さお
よび幅等は、プレート4A、4Bの柱1から突出する板部先
端の大きさに対応して決定される。
That is, a recess 13 is formed at the end of the joint surface between the beam halves 2A and 2B, and a metal flat plate 14 is fixed to the recess 13 via a nail 15 attached to the flat plate. This structure is the same for the left and right beam halves. One of the left and right plates 14 has L
When the left and right beam halves 2A and 2B are joined, the flat
The fitting groove 12 described above is formed therebetween. The height and width of the groove 12 are determined according to the size of the tip of the plate portion projecting from the column 1 of the plates 4A and 4B.

梁半体2A、2Bの先端および平板14には、前記した継手
金具4のボルト挿通孔11に対応する挿通孔17、18がそれ
ぞれ形成されている。特に、平板14の上下方向中央の挿
通孔17aは、位置調整用として前記孔11aに対応させて、
上下方向に長く延びる長孔とされている。
At the tips of the beam halves 2A and 2B and the flat plate 14, insertion holes 17 and 18 corresponding to the bolt insertion holes 11 of the joint fitting 4 are formed, respectively. In particular, the insertion hole 17a at the center in the vertical direction of the flat plate 14, corresponding to the hole 11a for position adjustment,
It is a long hole extending long in the vertical direction.

次に、上記継手金具4を用いて柱1と梁2を接合する
方法について説明する。
Next, a method of joining the column 1 and the beam 2 using the joint fitting 4 will be described.

まず、工場等で事前に継手金具の両プレート4A、4B
を、釘7を利用してそれぞれ柱半体1A、1Bに固定する。
このとき、柱半体1A、1Bの挿通孔10とプレート4A、4Bの
挿通孔9が同軸上となるように留意する。そして、それ
ら挿通孔9、10にボルトB1を通し逆側からナットで締め
付ける。これにより、断面正方形状の柱1を得ることが
できる。また、このとき、継手金具4の基板部5の一方
および交差板部6の先端が柱1から突出する。
First, at the factory etc., both plates 4A and 4B
Are fixed to the column halves 1A and 1B using nails 7, respectively.
At this time, care is taken so that the insertion holes 10 of the column halves 1A and 1B and the insertion holes 9 of the plates 4A and 4B are coaxial. Then, tightened with a nut from the opposite side through the bolt B 1 in their insertion holes 9, 10. Thereby, the column 1 having a square cross section can be obtained. Also, at this time, one of the substrate portions 5 of the joint fitting 4 and the tip of the cross plate portion 6 protrude from the column 1.

次いで、壁パネル3を柱1の間に起立させ、あらかじ
め半体2A、2B同士を接合させてなる梁2を、起立させた
壁パネル3の上側に取り付ける。このとき、両者を正規
の位置に落とし込む前に、上方位置にて両者に縦の貫通
ボルトB3を通し梁上部にて一度ボルト落下防止用のナッ
ト(図示せず)で締め付けて一体とし、この状態で落と
し込む。また同時に、梁端部に形成された溝12に柱1か
ら突出する継手金具4の板部先端を嵌合させる。
Next, the wall panel 3 is erected between the columns 1, and the beam 2 formed by joining the halves 2A and 2B together in advance is attached to the upper side of the erected wall panel 3. At this time, before dropping both the normal position, and integrally tightened by a nut for a time bolts fall prevention at the beam upper through vertical through-bolts B 3 to both (not shown) at the upper position, this Drop in the state. At the same time, the tip of the plate of the joint fitting 4 projecting from the column 1 is fitted into the groove 12 formed at the end of the beam.

その後、梁2および継手金具4の合致させた挿通孔1
8、11に、梁先端の片側からボルトB2を通し、逆側から
ナットで締め付ける。このとき、まず、上下に3つある
ボルトB2のうち中央のもの(ここのボルトはハイテンシ
ョンボルトを用いるのが好ましい)を仮固定し、両継手
金具4および平板14に設けた互いに直交する長孔11a、1
7aを利用して梁2を上下左右に移動させて、上下のボル
ト挿通孔17(18)、11が合致するよう位置合わせし、そ
れら位置合わせした挿通孔17、11にボルトを通して固定
する。
After that, the matching insertion hole 1 of beam 2 and fitting 4
To 8 and 11 through the bolt B 2 from one side of the beam tip, tightened with a nut from the opposite side. In this case, first, middle ones of the upper and lower threefold bolt B 2 (where the bolt it is preferable to use a high-tension bolt) was temporarily fixed, orthogonal to each other are provided on both joint fitting 4 and the flat plate 14 Slots 11a, 1
The beam 2 is moved up, down, left, and right using 7a to align the upper and lower bolt insertion holes 17 (18), 11 so that they match, and the bolts are passed through the aligned insertion holes 17, 11, and fixed.

上記した梁2の接合作業は、3方の梁についてぞれぞ
れ行う。
The above-described joining operation of the beams 2 is performed for each of the three beams.

さらに、固定した梁2の上側に壁パネル3を起立さ
せ、上下の壁パネル3を、それらの間に存する梁2を貫
通する前記通しボルトB3を利用して固定する。
Furthermore, the wall panels 3 is raised above the fixed beam 2, the upper and lower wall panels 3 and fixed by using the through bolt B 3 which passes through the beam 2 that exists between them.

以上の手順によって柱1と梁2並びに梁に付随する壁
パネル3を組み立てることができる。
By the above procedure, the pillar 1, the beam 2, and the wall panel 3 attached to the beam can be assembled.

「発明の効果」 以上説明したように本発明によれば、以下の優れた効
果を奏する。
“Effects of the Invention” As described above, the present invention has the following excellent effects.

継手金具は全て柱あるいは梁の内部に埋設されるの
で、火災の際に高熱はさらされず、変質して強度が低下
することはない。
Since all fittings are buried inside columns or beams, they are not exposed to high heat in the event of a fire and do not deteriorate due to deterioration.

さらに、防錆上も好ましく、長期に亙って品質が維持
でき、接合部の耐久性が向上する。
Further, it is preferable in terms of rust prevention, quality can be maintained for a long period of time, and durability of the joint is improved.

木製の柱と梁を、鋼等の強度的に強い金属材料によっ
て製作可能な継手金具で連結させているため、結果とし
て強度的に強い接合が実現できる。
Since the wooden columns and beams are connected by fittings that can be made of a strong metal material such as steel, a strong connection can be realized as a result.

合わせ柱の構造を有効に利用することによって、継手
金具を柱の内部に埋設状態で固定できる。
By effectively using the structure of the mating column, the joint fitting can be fixed in a buried state inside the column.

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

図面は本発明の一実施例を示し、第1図は継手金具およ
びそれによって連結される柱と梁に分解斜視図、第2図
は継手金具によって連結した接合部の斜視図である。 1……柱(合わせ柱) 1A、1B……柱半体 1a……合わせ面 1b……縦溝 2……梁 2A、2B……梁半体 3……壁パネル 4……継手金具 4A、4B……プレート 5……基板部 6……交差板部 11……ボルト挿通孔 12……溝 B1、B2、B3……通しボルト
The drawings show an embodiment of the present invention. FIG. 1 is an exploded perspective view of a joint fitting and columns and beams connected thereby, and FIG. 2 is a perspective view of a joint connected by the joint fitting. 1 ... pillar (matching pillar) 1A, 1B ... pillar half 1a ... fitting face 1b ... vertical groove 2 ... beam 2A, 2B ... beam half 3 ... wall panel 4 ... joint fitting 4A 4B Plate 5 Board part 6 Cross plate part 11 Bolt insertion hole 12 Groove B 1 , B 2 , B 3 Through bolt

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】左右の柱半体同士が互いに接合されて構成
される木製合わせ柱の内部に埋設固定される継手金具を
介して柱と梁とを連結する構造であって、基板部と該基
板部に直交する交差板部とを備える断面T字状の一対の
プレートからなり、該両プレートは前記基板部が前記合
わせ柱の接合面に対向されかつ交差板部が合わせ柱の縦
溝に挿通された状態で合わせ柱の左右の柱半体にそれぞ
れ固定され、前記両柱半体同士が接合されるとき、前記
基板部または交差板部の少なくとも一方の端部が該合わ
せ柱の外方へ突出され、該突出された板部先端に木製梁
が該梁の端部に形成された溝を嵌合されて接合されるこ
とを特徴とする柱と梁の継手構造。
1. A structure for connecting a column and a beam via a joint fitting embedded and fixed inside a wooden mating column formed by joining left and right column halves to each other. A pair of plates having a T-shaped cross section including a crossing plate portion orthogonal to the substrate portion, wherein the two plate portions have the substrate portion opposed to the joining surface of the mating column and the crossing plate portion forms a vertical groove of the mating column. When the two pillar halves are fixed to the left and right pillar halves of the mating pillar in the inserted state, at least one end of the substrate portion or the cross plate portion is located outside the mating pillar. A wooden beam is fitted to and joined to a groove formed in an end of the beam at the tip of the protruding plate portion.
JP204090A 1990-01-09 1990-01-09 Column and beam joint structure Expired - Lifetime JP2711162B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP204090A JP2711162B2 (en) 1990-01-09 1990-01-09 Column and beam joint structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP204090A JP2711162B2 (en) 1990-01-09 1990-01-09 Column and beam joint structure

Publications (2)

Publication Number Publication Date
JPH03206224A JPH03206224A (en) 1991-09-09
JP2711162B2 true JP2711162B2 (en) 1998-02-10

Family

ID=11518213

Family Applications (1)

Application Number Title Priority Date Filing Date
JP204090A Expired - Lifetime JP2711162B2 (en) 1990-01-09 1990-01-09 Column and beam joint structure

Country Status (1)

Country Link
JP (1) JP2711162B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005307516A (en) * 2004-04-20 2005-11-04 Inayama Kenchiku Sekkei Jimusho:Kk Framework structure

Also Published As

Publication number Publication date
JPH03206224A (en) 1991-09-09

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