JP2554174Y2 - Column and beam connection structure - Google Patents
Column and beam connection structureInfo
- Publication number
- JP2554174Y2 JP2554174Y2 JP9107691U JP9107691U JP2554174Y2 JP 2554174 Y2 JP2554174 Y2 JP 2554174Y2 JP 9107691 U JP9107691 U JP 9107691U JP 9107691 U JP9107691 U JP 9107691U JP 2554174 Y2 JP2554174 Y2 JP 2554174Y2
- Authority
- JP
- Japan
- Prior art keywords
- plate
- tenon
- column
- protruding
- vertical 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 - Fee Related
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Description
【０００１】[0001]
【産業上の利用分野】この考案は、木造住宅などにおけ
る柱と梁の連結構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connecting structure of columns and beams in a wooden house or the like.
【０００２】[0002]
【従来の技術】従来の木造住宅において、柱と梁の連結
は、柱の上端面にのみやのこぎりなどで出ほぞを形成
し、一方、梁の端部には穴をのみで形成し、柱の上方か
らこの梁の穴の内部へ柱の出ほぞを入れることによって
柱と梁の連結をしたり、あるいは、柱の側面にのみで穴
を形成し、この穴の中へ梁の端面に形成した出ほぞを挿
入することによって柱と梁の連結をしている。2. Description of the Related Art In a conventional wooden house, a pillar and a beam are connected only by forming a tenon with a saw or the like only at the upper end face of the pillar, while a hole is formed only at the end of the beam. The column and the beam are connected by inserting a tenon into the hole of this beam from above, or a hole is formed only on the side of the column, and the end of the beam is formed in this hole. The pillar and beam are connected by inserting a tenon tenon.
【０００３】[0003]
【考案が解決しようとする課題】しかしながら、上記の
ように梁の端部に穴を形成したり、柱の側面から穴を形
成した場合には、その穴の面積に相当する分だけ、梁や
柱の強度が減少するという問題点がある。又、一戸建て
の木造住宅を個々に建築する場合には、このような柱や
梁を個々に手作業で製作する昔ながらの施工でよかった
が、最近のように労働不足解消と同一規格の住宅の大量
生産を目指す要求を満たすためには、建築現場での作業
者の労働をできる軽減して能率の良い住宅建築を行うこ
とが必要である。このため、柱と梁の連結も工場生産に
適するような工法の開発が望まれていた。この出願人
は、このような時代の要求に即応すべく鋭意研究開発を
進めた結果、上記課題を解決すべき技術を開発するに至
ったものである。However, when the hole is formed at the end of the beam or the hole is formed from the side of the pillar as described above, the beam or the beam is formed by an amount corresponding to the area of the hole. There is a problem that the strength of the column is reduced. In addition, when a single-family wooden house is to be individually constructed, the traditional construction in which such pillars and beams are individually manufactured by hand is acceptable, but as in recent years a large number of houses of the same standard have been used to solve the labor shortage. In order to meet the demands for production, it is necessary to reduce the labor of workers at the construction site and to build efficient homes. For this reason, it has been desired to develop a construction method in which the connection between the column and the beam is also suitable for factory production. As a result of intensive research and development to respond to the demands of such an era, the applicant has developed a technique that can solve the above-mentioned problems.
【０００４】[0004]
【課題を解決するための手段】この考案は上記事情に鑑
みてなされたものであって、その手段とするところは、
柱の側面から突出した出ほぞと、上面板と下面板を縦板
の上下に固定した芯材の縦板の少なくとも片側に補助板
を固定して形成した長尺な梁との連結構造であって、前
記出ほぞの柱の側面からの突出長さ分だけ梁の縦板を端
部から内側へ短く形成して出ほぞに当接させ且つ上面板
を出ほぞの上方に載せると共に下面板を出ほぞの下方に
位置させ、前記梁の補助板を端部から前記縦板よりも更
により多く内側へ短く形成することにより露出した縦板
の側面及び出ほぞの側面に継ぎ補助板を固定したところ
にある。SUMMARY OF THE INVENTION This invention has been made in view of the above circumstances.
It has a connection structure of a protruding tenon protruding from the side surface of a pillar and a long beam formed by fixing an auxiliary plate to at least one side of a vertical plate of a core material in which an upper plate and a lower plate are fixed above and below the vertical plate. The vertical plate of the beam is formed to be short from the end to the inside by the length of the protruding tenon from the side surface of the post tenon, abut against the tenon, and the upper plate is placed above the tenon and the lower plate is removed. The joint auxiliary plate was fixed to the side surface of the exposed vertical plate and the side of the tenon by positioning the auxiliary plate of the beam located below the tenon and forming the auxiliary plate of the beam more inwardly from the end than the vertical plate. There.
【０００５】[0005]
【作用】上記手段によると、柱の出ほぞと梁の端部とが
極めて簡単な作業でしかも剛に強固に連結できるので、
工場生産に適し、しかも建築現場での作業が省力化され
る。又、このようにして構成した柱と梁の連結構造を採
用することによって、強固な骨格構造を得ることができ
る。According to the above means, the protruding tenon of the pillar and the end of the beam can be connected very firmly and firmly with very simple work.
Suitable for factory production, and labor on construction sites can be saved. In addition, by adopting the column-beam connection structure thus configured, a strong skeleton structure can be obtained.
【０００６】[0006]
【実施例】この考案の柱と梁の連結構造の実施例につい
て図面に基づいて説明する。この実施例の柱と梁の連結
構造は、図１乃至図３に示すように、柱１の端部の側面
から突出した出ほぞ２に上面板３と下面板４を縦板５の
上下に固定した芯材６の縦板５の少なくとも片側に補助
板７を固定して形成した長尺な梁８の端部を連結した構
造である。このとき、梁８に掛かる力が小さい場合には
縦板５の片側だけに補助板７を設けてもよい。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing an embodiment of a connecting structure of a column and a beam according to the present invention. As shown in FIGS. 1 to 3, the connecting structure of the column and the beam of this embodiment has an upper surface plate 3 and a lower surface plate 4 above and below a vertical plate 5 on a tenon 2 protruding from the side surface of the end of the column 1. This is a structure in which an end of a long beam 8 formed by fixing an auxiliary plate 7 to at least one side of a vertical plate 5 of a fixed core 6 is connected. At this time, if the force applied to the beam 8 is small, the auxiliary plate 7 may be provided on only one side of the vertical plate 5.
【０００７】前記出ほぞ２は、図４に示すように、柱１
の端面に設けた十字溝９に十字状に組み合わせた２つの
平板１０からなる接合板１１を嵌め込んで、柱１の端部
の側面から突出させたものである。[0007] As shown in FIG.
A joining plate 11 composed of two flat plates 10 combined in a cross shape is fitted into a cross groove 9 provided on an end surface of the column 1 and protrudes from a side surface of an end of the column 1.
【０００８】該出ほぞ２と前記梁８の端部との連結は、
図１，図３に示すように、柱１と梁８の端部との接合
は、図１及び図３に示すように、出ほぞ２の突出長さ分
だけ梁８の縦板５をその端部から短く形成し、上面板３
の端部を柱１の上面の対角線の位置となるように斜め方
向に突出させた突出部分１２を設け、且つ、２枚の補助
板７の長さを縦板５より更に短く形成した梁８の端部
を、柱１の出ほぞ２と梁８の縦板５を合致させるように
柱１を接近させる。すると、同時に梁８の上面板３の突
出部分１２が柱１の上面に載り、下面板４が出ほぞ２の
下面と接触するが、この状態で２枚の継ぎ補助板１３を
出ほぞ２と縦板５の両側面にそれぞれ釘や接着剤で接合
する。このような接合により、出ほぞ２と縦板５、継ぎ
補助板１３と補助板７がそれぞれ直線状に接合されて、
又、上面板３の突出部分１２が柱１の上面に乗って、更
に、上面板３が出ほぞ２の上に乗って柱１と梁８の接合
が堅固な状態になる。The connection between the mortise 2 and the end of the beam 8 is as follows:
As shown in FIGS. 1 and 3, the joint between the column 1 and the end of the beam 8 is made by joining the vertical plate 5 of the beam 8 by the projecting length of the tenon 2 as shown in FIGS. 1 and 3. Formed short from the end, top plate 3
A beam 8 having a protruding portion 12 in which an end of the column is projected diagonally so as to be at a diagonal position on the upper surface of the column 1 and the length of the two auxiliary plates 7 is made shorter than that of the vertical plate 5 Is brought close to the end of the column 1 such that the protruding tenon 2 of the column 1 and the vertical plate 5 of the beam 8 are aligned. Then, at the same time, the protruding portion 12 of the upper plate 3 of the beam 8 rests on the upper surface of the column 1, and the lower plate 4 comes into contact with the lower surface of the tenon 2. In this state, the two joining auxiliary plates 13 come out of the tenon 2. Both sides of the vertical plate 5 are joined with nails or an adhesive, respectively. By such joining, the mortise 2 and the vertical plate 5, and the joining auxiliary plate 13 and the auxiliary plate 7 are respectively joined linearly,
Further, the projecting portion 12 of the upper surface plate 3 rides on the upper surface of the column 1, and further, the upper surface plate 3 rides on the protruding tenon 2, so that the joint between the column 1 and the beam 8 is in a firm state.
【０００９】この実施例においては、１つの柱１に直角
方向に２つの梁８を連結する場合について述べたので、
梁８の上面板３に突出部分１２を設けたが、１つの柱１
の４面又は３面に梁８を連結する場合には、他の１又は
２つの梁８の上面板３には突出部分１２は不要であり、
又、１つの柱１に直線方向に２つの梁８を連結する場合
には、柱１の上面の半分の長さ分だけの突出部分１２を
設ければよいので、柱１の上面に載る突出部分１２の有
無及びその形状は限定されるものではない。又、梁８を
連結しないため不要になった出ほぞ２は、柱１の側面と
同一面となるように切断しておけばよい。In this embodiment, the case where two beams 8 are connected to one column 1 in a direction perpendicular to the column 1 has been described.
The projecting portion 12 is provided on the upper surface plate 3 of the beam 8, but one pillar 1
When the beam 8 is connected to the four or three surfaces of the above, the protruding portion 12 is unnecessary on the upper surface plate 3 of the other one or two beams 8,
When two beams 8 are connected to one column 1 in a straight line direction, the projection 12 only needs to be provided for half the length of the upper surface of the column 1. The presence or absence of the portion 12 and its shape are not limited. In addition, the protruding tenon 2 which is not required because the beam 8 is not connected may be cut so as to be flush with the side surface of the column 1.
【００１０】上記実施例の柱と梁の連結構造を使用して
形成した木造住宅の骨格構造例を図５に示す。FIG. 5 shows an example of a skeleton structure of a wooden house formed using the connection structure of columns and beams of the above embodiment.
【００１１】[0011]
【考案の効果】以上の説明からも明らかなように、この
考案の柱と梁の連結構造によると、柱に設けた出ほぞと
梁の端部とが極めて簡単な作業でしかも強固に連結でき
るので、工場生産に適するのみならず、この連結構造を
使用して木造住宅の骨格構造を形成すると、生産工場か
ら建築現場への運搬時の振動等にも十分に耐え得るもの
となる。[Effects of the Invention] As is clear from the above description, according to the connecting structure of the column and the beam of the present invention, the protruding tenon provided on the column and the end of the beam can be connected firmly and extremely easily. Therefore, when this connection structure is used to form a skeleton structure of a wooden house in addition to being suitable for factory production, it is possible to sufficiently withstand vibration during transportation from a production factory to a building site.
【図１】この考案の実施例の柱と梁の連結構造の分解説
明図。FIG. 1 is an exploded explanatory view of a connection structure between a column and a beam according to an embodiment of the present invention.
【図２】梁の断面分解図。FIG. 2 is an exploded sectional view of a beam.
【図３】柱と梁の連結説明図。FIG. 3 is an explanatory view of connecting columns and beams.
【図４】柱の十字溝への接合板の取付説明図。FIG. 4 is an explanatory view for attaching a joining plate to a cross groove of a pillar.
【図５】図１の連結構造を使用した骨格構造体。FIG. 5 is a skeleton structure using the connection structure of FIG. 1;
１ 柱 ２ 出ほぞ ３ 上面板 ４ 下面板 ５ 縦板 ６ 芯材 ７ 補助板 ８ 梁 １３ 継ぎ補助板 DESCRIPTION OF SYMBOLS 1 Pillar 2 Outgoing tenon 3 Upper plate 4 Lower plate 5 Vertical plate 6 Core material 7 Auxiliary plate 8 Beam 13 Joint auxiliary plate
Claims (1)
と下面板を縦板の上下に固定した芯材の縦板の少なくと
も片側に補助板を固定して形成した長尺な梁との連結構
造であって、 前記出ほぞの柱の側面からの突出長さ分だけ梁の縦板を
端部から内側へ短く形成して出ほぞに当接させ且つ上面
板を出ほぞの上方に載せると共に下面板を出ほぞの下方
に位置させ、前記梁の補助板を端部から前記縦板よりも
更により多く内側へ短く形成することにより露出した縦
板の側面及び出ほぞの側面に継ぎ補助板を固定したこと
を特徴とする柱と梁の連結構造体。1. A protruding tenon protruding from a side surface of a column, and a long beam formed by fixing an auxiliary plate to at least one side of a core vertical plate having an upper plate and a lower plate fixed above and below the vertical plate. The vertical structure of the beam is formed short from the end to the inside by the length of the protruding from the side surface of the column of the tenon and the abutment is brought into contact with the tenon and the top plate is placed above the tenon. Place the lower plate below the exit tenon and place the lower plate below the tenon, and join the auxiliary plate of the beam to the side of the exposed vertical plate and the side of the tenon by forming the auxiliary plate of the beam from the end to be more inward than the vertical plate. A connecting structure of a pillar and a beam, wherein an auxiliary plate is fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9107691U JP2554174Y2 (en) | 1991-10-08 | 1991-10-08 | Column and beam connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9107691U JP2554174Y2 (en) | 1991-10-08 | 1991-10-08 | Column and beam connection structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0534202U JPH0534202U (en) | 1993-05-07 |
| JP2554174Y2 true JP2554174Y2 (en) | 1997-11-12 |
Family
ID=14016420
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9107691U Expired - Fee Related JP2554174Y2 (en) | 1991-10-08 | 1991-10-08 | Column and beam connection structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2554174Y2 (en) |
-
1991
- 1991-10-08 JP JP9107691U patent/JP2554174Y2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0534202U (en) | 1993-05-07 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19970520 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
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|
| LAPS | Cancellation because of no payment of annual fees |