JP2565440Y2 - Column-beam joint structure in wooden buildings - Google Patents
Column-beam joint structure in wooden buildingsInfo
- Publication number
- JP2565440Y2 JP2565440Y2 JP7415293U JP7415293U JP2565440Y2 JP 2565440 Y2 JP2565440 Y2 JP 2565440Y2 JP 7415293 U JP7415293 U JP 7415293U JP 7415293 U JP7415293 U JP 7415293U JP 2565440 Y2 JP2565440 Y2 JP 2565440Y2
- Authority
- JP
- Japan
- Prior art keywords
- column
- fitting
- joint
- side wall
- vertical groove
- 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】本考案は木造建築物における柱・
梁接合構造の改良に関する。[Industrial application field] The present invention relates to pillars for wooden buildings.
It relates to improvement of beam connection structure.
【0002】[0002]
【従来の技術】木造建築物において、二つの木材を繋ぎ
合わせている接合構造箇所としては、柱と梁・桁等の横
架材との接合構造、柱と土台との接合構造、梁・桁等の
横架材同士の直列あるいは直交方向における接合構造、
合掌すなわち梁と相俟ってトラスの三角形を形成する左
右一対の斜材の頂部の接合構造等、各種の接合構造があ
る。この各種の接合構造における二つの木材の繋ぎ合わ
せには、従来から切り刻み,穿孔等の加工によるもの
や、釘,ボルト・ナット,ジベル、フランジプレート等
の接合金具によるもの、接着剤によるもの、これらを併
用するもの等各種の型式が知られている。2. Description of the Related Art In a wooden building, as a joining structure where two pieces of timber are joined, there are a joining structure of a column and a beam or a girder, a joining structure of a column and a base, a beam or a girder. Joint structure of horizontal members such as in series or orthogonal direction,
There are various types of joint structures, such as joint structures at the tops of a pair of left and right diagonal members that form a triangular shape of a truss in combination with a joint or a beam. Conventionally, the joining of two pieces of wood in these various joining structures is performed by processing such as chopping and drilling, by joining metal fittings such as nails, bolts and nuts, dowels, flange plates, and by adhesives. Various types are known, such as those using the same.
【0003】[0003]
【考案が解決しようとする課題】従来の上記各種の型式
の繋ぎ合わせは、いずれも一般木材すなわちムク材を接
合するために開発採用されているものであって、それな
りの作用効果を挙げているとは認められる。しかし、こ
の繋ぎ合わせ型式は、近時、注目されかつ建築されるよ
うになった構造用集成材を主要構造部に使用する大規模
木造建築物における接合構造にとっては、緊締強度が不
足する、接合金具が外面に露出し不体裁である、構造が
複雑である等の欠点があり必ずしも十分満足するもので
はない。本考案の主たる目的は、一般木材を使用した木
造建築物はもちろん構造用集成材を使用した大規模木造
建築物においても、それの梁の接合構造を外観を損なう
ことなく、しかも、きわめて簡単な構造によって、十分
満足できる緊締強度を得られる柱・梁接合構造の提供に
ある。The above-mentioned various types of conventional joints have been developed and adopted for joining general wood, i.e., Muku material, and have given a certain effect. It is recognized. However, this type of joining has recently been attracting attention and is being used for structural joints in large-scale wooden buildings that use structural glued laminated timber for the main structural parts. It is not always satisfactory because it has disadvantages such as the metal fittings being exposed on the outer surface, being unsightly, and having a complicated structure. The main purpose of the present invention is not only for wooden buildings using general timber but also for large-scale wooden buildings using structural glued laminated lumber, without impairing the appearance of the joint structure of the beams and making it extremely simple. An object of the present invention is to provide a column / beam joint structure capable of obtaining a sufficiently satisfactory tightening strength by a structure.
【0004】[0004]
【課題を解決するための手段】本考案柱・梁接合構造の
構成は次のとおりである。The structure of the column / beam joint structure of the present invention is as follows.
【0005】 接合金具cが、底板1に柱取付け側壁
2と梁嵌合側壁3,3を設立し、一側面と上面とを開口
させた函形をなし、その梁嵌合側壁3,3に、上記柱取
付け側壁2に対向する側面を下方に至るにしたがい該柱
取付け側壁2側に近づく上向きに傾斜する案内斜面5,
5を備えた楔案内枠4,4を設けている。 柱aが、その側面に上記接合金具cをそれの柱取付
け側壁2によって水平に取り付けている。 梁bが、接合端面111 と底面112 に開口しかつ
上記接合金具cの上記底板1を受入する所要の大きさと
形状にした扁平空処13と、同端面111 と上面113
に開口するとともに上記扁平空処13に連続する縦溝1
42 ,142 と、これらの縦溝142 ,142 を拡幅し
て設けた拡幅縦溝143 ,143 とを、互いに連続させ
て形成してなる嵌合空処12を有している。 その梁bが、上記嵌合空処12の縦溝142 ,14
2 を梁嵌合側壁3,3に、また、拡幅縦溝143 ,14
3 を楔案内枠4,4に嵌合させるとともに、これら楔案
内枠4,4の上記案内斜面5,5と拡幅縦溝143 ,1
43 との間に、打込み楔15,15を打設挿入し、これ
によって、上記端面111 を柱aの側面に圧接してい
る。[0005] A joint fitting c establishes a column mounting side wall 2 and beam fitting side walls 3 and 3 on the bottom plate 1 and forms a box having one side and an upper surface opened. As the side surface facing the column mounting side wall 2 extends downward, the guide slope 5 is inclined upward to approach the column mounting side wall 2 side.
5 are provided. A pillar a horizontally attaches the joint fitting c to a side surface thereof by a pillar mounting side wall 2 thereof. Beam b is joining end face 11 1 and the bottom surface 11 and the flat empty processing 13 to 2 to the required size and shape to accept the bottom plate 1 of the opening vital the connecting bracket c, the end faces 11 1 and the top surface 11 3
Longitudinal groove 1 which is open to
4 and 2, 14 2, and a wide vertical groove 14 3, 14 3 provided by widening these longitudinal grooves 14 2, 14 2, a fitting air treatment 12 formed by formed continuously with each other I have. The beam b is connected to the longitudinal grooves 14 2 , 14 of the fitting cavity 12.
2 to the beam fitting side walls 3 and 3, and the widened longitudinal grooves 14 3 and 14
3 are fitted to the wedge guide frames 4, 4, and the guide slopes 5, 5 of these wedge guide frames 4, 4 and the widened vertical grooves 14 3 , 1
Between 4 3, the driving wedge 15, 15 inserted pouring, thereby, is pressed against the end face 11 1 to the side of the pillar a.
【0006】[0006]
【作用】梁bを、柱aに水平に取付け固定してある接合
金具cの上方に支持するとともに、それの嵌合空処12
の縦溝142 ,142 を梁嵌合側壁3,3に、また、拡
幅縦溝143 ,143 を楔案内枠4,4に嵌合させ、さ
らに、その楔案内枠4,4の案内斜面5,5と拡幅縦溝
143 ,143 との間に、打込み楔15,15を打設挿
入することによって、上記接合端面111 を柱aの側面
に強固に圧接するものである。The beam "b" is supported above the joint "c" which is horizontally mounted and fixed to the column "a".
The longitudinal grooves 14 2, 14 2 the beam engaging the side walls 3, 3, also a wide vertical groove 14 3, 14 3 fitted into the wedge guide frame 4,4, furthermore, the wedge guide frame 4,4 By inserting and inserting driving wedges 15 and 15 between the guide slopes 5 and 5 and the widened longitudinal grooves 14 3 and 14 3 , the joining end surface 11 1 is firmly pressed against the side surface of the column a. .
【0007】[0007]
【実施例】まず、図1〜5に示す第1実施例について説
明する。aは柱、bはその柱aの側面に接合する梁(本
明細書では「桁」も含めて用いる)であり、cは接合金
具である。接合金具cは、長方形状の底板1の一側の短
辺縁を除く3辺縁、すなわち他側の短辺縁と両側の長辺
縁に、柱取付け側壁2と梁嵌合側壁3,3を設立して、
上記一側の短辺縁側面と上面とを開口させた一体の函形
をなしている。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS First, a first embodiment shown in FIGS. “a” is a column, “b” is a beam to be joined to the side surface of the column “a” (also used in this specification, including “girder”), and “c” is a joint fitting. The joining metal fitting c is provided on three sides excluding the short side on one side of the rectangular bottom plate 1, that is, on the short side on the other side and the long side on both sides. Was established,
It forms an integral box with one short side edge side and the top surface open.
【0008】柱取付け側壁2はその上端外側に鍔片21
を突設している。また、梁嵌合側壁3,3はその側面開
口端の外側に楔案内枠4,4を備えるとともに、その楔
案内枠4,4内には案内斜面5,5が、上記柱取付け側
壁2側に向けてかつ下方に至るにしたがい徐々に該柱取
付け側壁2側に近づくようにした上向き傾斜面として設
けられている。函形の接合金具cの高さhは梁bの高さ
(厚さ)h′と同じであるが、幅員wは梁bの幅員w′
より小さい。6は柱取付け側壁2に所要の間隔をおいて
穿ったボルト挿通孔である。[0008] The pillar mounted side wall 2 Tsubahen 2 1 at its upper end outside
Is protruding. The beam fitting side walls 3, 3 are provided with wedge guide frames 4, 4 outside the side opening ends thereof, and guide slopes 5, 5 are provided in the wedge guide frames 4, 4 on the side of the column mounting side wall 2. , And as it goes downward, it is provided as an upwardly inclined surface that gradually approaches the column mounting side wall 2 side. The height h of the box-shaped joint fitting c is the same as the height (thickness) h ′ of the beam b, but the width w is the width w ′ of the beam b.
Less than. Reference numeral 6 denotes a bolt insertion hole formed in the column mounting side wall 2 at a required interval.
【0009】かかる構成の接合金具cは、底板1,柱取
付け側壁2,梁嵌合側壁3,3および楔案内枠4,4を
各別に用意し、それらを溶接またはねじ止め等適宜の手
段方法で組み立てるか、全体を一体成型するかして、い
ずれにしても簡単に製作できるものである。In the joint fitting c having such a configuration, the bottom plate 1, the column mounting side wall 2, the beam fitting side walls 3, 3, and the wedge guide frames 4, 4 are separately prepared, and they are welded or screwed by appropriate means. Either assembling them or integrally molding them as a whole, whichever is easier.
【0010】上記柱aは、その側面の梁接合部位に鍔挿
入溝7を掘設形成しているとともに、ボルト挿通孔8
を、上記柱取付け側壁2のボルト挿通孔6と一致する配
置して貫通設置している。The pillar a has a flange insertion groove 7 formed in a beam joining portion on a side surface thereof, and a bolt insertion hole 8.
Are disposed so as to coincide with the bolt insertion holes 6 of the column mounting side wall 2 and are penetrated and installed.
【0011】柱aに接合金具cが、次のようにして取り
付けられている。すなわち、接合金具cの上記柱取付け
側壁2の鍔片21 を鍔挿入溝7に挿入し、その接合金具
cの内方からボルト挿通孔6,8に挿通したボルト9の
先端を柱aの反対側面に突出させ、その先端に緊締ナッ
ト10を螺合緊締し、これによって、接合金具cは柱a
に水平にかつしっかりと取付け固定される(図3)。ボ
ルト9の頭端9′は当然のことながら柱取付け側壁2の
内側に位置する。[0011] A joint c is attached to the column a as follows. That is, the metal joint c the flange piece 2 1 of the column mounting sidewall 2 is inserted into the flange insertion groove 7, the leading end pillars a bolt 9 inserted through the bolt holes 6, 8 from the inside of the junction fitting c It is projected to the opposite side, and a tightening nut 10 is screwed and tightened to the tip thereof, so that the joint fitting c is
(Fig. 3). The head end 9 ′ of the bolt 9 is of course located inside the pole mounting side wall 2.
【0012】梁bは、その接合端部に、上記構成の接合
金具cの形態とほぼ同形の嵌合空処12を形成してい
る。この嵌合空処12は、上記のようにして柱aに取付
け固定した接合金具cに嵌合するためのもので、梁bの
接合端面111 と底面112 に開口させて設けられかつ
上記底板1を受入する所要の大きさと形状にした扁平空
処13と、上記接合端面111 と上面113 に開口して
いて柱取付け側壁2とボルト9の頭端9′を受入する縦
溝141 と、扁平空処13に連続する縦溝142 ,14
2 と、これらの縦溝142 ,142 を外側に拡幅し外向
きにして設けた拡幅縦溝143 ,143 とを、互いに連
続させて形成してなる。At the joint end of the beam b, a fitting cavity 12 having substantially the same shape as that of the joint fitting c having the above structure is formed. The fitting air treatment 12 is intended for fitting to the joint fitting c were mounted and fixed to the column a as described above, provided is opened to the joining end face 11 1 and the bottom surface 11 2 of the beam b and the a bottom plate 1 flat air treatment 13 that the required size and shape to accept the to accept the head end 9 'of the column mounting sidewall 2 and the bolt 9 be open to the joining end face 11 1 and the top surface 11 3 longitudinal grooves 14 1 and longitudinal grooves 14 2 , 14 that are continuous with the flat
2, and widened vertical grooves 14 3 , 14 3 provided with the vertical grooves 14 2 , 14 2 widened outward and outward.
【0013】梁bの柱aへの接合は次のようにして行わ
れる。梁bの接合端部を、柱aに前記のようにして取付
け固定してある接合金具cの上方に支持し、嵌合空処1
2の縦溝141 を柱取付け側壁2に、縦溝142 ,14
2 を梁嵌合側壁3,3に、さらに、拡幅縦溝143 ,1
43 を楔案内枠4,4に嵌合させながら降ろす。これに
よって、接合金具cの柱取付け側壁2、および楔案内枠
4,4を含む梁嵌合側壁3,3の上面が、梁bの上面1
13 と面一になり、かつまた、上記楔案内枠4,4内の
案内斜面5,5側に楔挿入空間s,sが形成される(図
4)。The joining of the beam b to the column a is performed as follows. The joint end of the beam b is supported above the joint fitting c fixed and attached to the column a as described above.
The two vertical grooves 14 1 are provided in the column mounting side wall 2 and the vertical grooves 14 2 , 14
2 to the beam fitting side walls 3 and 3, and the widened longitudinal grooves 14 3 and 1
4 3 down while fitted to the wedge guide frame 4,4. As a result, the upper surfaces of the pillar mounting side walls 2 of the joint fitting c and the beam fitting side walls 3 and 3 including the wedge guide frames 4 and 4 are connected to the upper surface 1 of the beam b.
It becomes 1 3 flush, and also, the wedge insertion space s in the guide slopes 5,5 side within the wedge guide frame 4, 4, s is formed (FIG. 4).
【0014】そこで、上記楔挿入空間s,sに、打込み
楔15,15を打ち込む(図4)。この打込み楔15,
15は、梁cの高さ(厚さ)h′より十分に長くかつ先
細のもので、上記打込みにより、梁c全体が接合金具c
に対して柱a側に向かって移動し、その接合端面111
を柱aの側面に圧接する。この圧接が、完全なものとな
ったときに、梁cの上面113 と底面112 の外方に突
出している打込み楔15,15の上下端を鋸で切断除去
する。Then, driving wedges 15, 15 are driven into the wedge insertion spaces s, s (FIG. 4). This driving wedge 15,
Reference numeral 15 denotes a beam which is sufficiently longer and tapered than the height (thickness) h 'of the beam c.
Moves toward the column a, and the joint end face 11 1
Is pressed against the side surface of the column a. This pressure is, when it becomes a perfect, the upper and lower ends of the driving wedge 15, 15 projecting outwardly of the upper surface 11 3 and the bottom surface 11 2 of the beam c is cut off with a saw.
【0015】なお、柱aへの接合を終えた梁bに覆板
(図示していない)を載せ、それを接合金具cの上記梁
嵌合側壁3,3の上端面にねじ止めすると、その接合金
具cと嵌合空処12との間の隙間を閉塞できるととも
に、当該部分を保護し、また、梁bと接合金具cとの結
合を一層強固にすることができる。A cover plate (not shown) is placed on the beam b which has been joined to the column a, and is screwed to the upper end surfaces of the beam fitting side walls 3 and 3 of the joint fitting c. The gap between the joint fitting c and the fitting space 12 can be closed, the portion can be protected, and the connection between the beam b and the joint fitting c can be further strengthened.
【0016】次に、図6,7に示す第2実施例について
説明する。この第2実施例は、柱a′が、その側面に接
合金具c′の柱取付け側壁2を受入する凹処7′を掘設
形成していること、梁b′が、接合端面111 に縦溝1
41 を形成していないこと、接合金具c′が、柱取付け
側壁2の上端に鍔片21 を突設していないことにおい
て、第1実施例と相違し、その他の構成は同第1実施例
と同じである。この第2実施例の接合金具c′の柱a′
への取付け固定は、柱取付け側壁2が位置する側の端部
所要長さを、上記凹処7′に嵌合すること以外は、第1
実施例の接合金具cの柱aへの取付け固定方法と同じで
あり、また、梁b′の柱a′への接合方法も、第1実施
例と変わるところがないから、重複説明の煩を避けるた
め同じ部分には同じ符号を付して説明を省略する。Next, a second embodiment shown in FIGS. In the second embodiment, pillar a 'is joined fittings c on its side' rest recess 7 for receiving the posts mounting the side wall 2 of the 'that you are Ho設formed, the beam b' is the joining end face 11 1 Flute 1
4 1 shall not be formed, joint device c 'is, in that no projecting the Tsubahen 2 1 to the upper end of the pillar mounting sidewall 2, different from the first embodiment, other configurations are the first This is the same as the embodiment. Pillar a 'of the joint fitting c' of the second embodiment
The fixing to the first side is performed by fitting the required length of the end on the side where the column mounting side wall 2 is located to the first
It is the same as the method of attaching and fixing the joint fitting c to the column a in the embodiment, and the method of joining the beam b 'to the column a' is not different from that of the first embodiment. Therefore, the same portions are denoted by the same reference numerals and description thereof will be omitted.
【0017】さらに、図8,9に示す第3実施例につい
て説明する。この第3実施例は、接合金具c″が、楔案
内枠4,4を梁嵌合側壁3,3の内側に備えているこ
と、梁b″の嵌合空処12が、拡幅縦溝143 ,143
を縦溝142 ,142 を内側に拡幅し内向きにして設け
たことにおいて、第1実施例と相違し、その他の構成、
および梁b″の柱a″への接合方法も、第1実施例と変
わるところがないから、重複説明の煩を避けるため同じ
部分には同じ符号を付して説明を省略する。Next, a third embodiment shown in FIGS. In the third embodiment, the joining fitting c "has the wedge guide frames 4, 4 inside the beam fitting side walls 3, 3, and the fitting cavity 12 of the beam b" has the widened vertical groove 14. 3 , 14 3
The in that provided in the inwardly widening the flutes 14 2, 14 2 on the inside, different from the first embodiment, other configurations,
The method of joining the beam b ″ to the column a ″ is not different from that of the first embodiment, and therefore, the same portions are denoted by the same reference numerals and their description is omitted to avoid duplication of description.
【0018】[0018]
【考案の効果】以上述べたところから明らかなように、
本考案によれば次の効果を奏する。梁を、柱に水平に取
付け固定してある接合金具の上方に支持するとともに、
それの嵌合空処の縦溝を梁嵌合側壁に、また、拡幅縦溝
を楔案内枠に嵌合させ、さらに、その楔案内枠の案内斜
面と拡幅縦溝との間に、打込み楔を打設挿入することに
よって、梁の接合端面を柱の側面に強固に圧接できる。
打込み楔による上記圧接は簡単にしかも確実に行うこと
ができ、梁と柱との接合緊締は十分強固になっている。[Effect of the invention] As is clear from the above description,
According to the present invention, the following effects can be obtained. While supporting the beam above the joints that are mounted and fixed horizontally on the columns,
The vertical groove of the fitting space is fitted to the beam fitting side wall, the widened vertical groove is fitted to the wedge guide frame, and the driving wedge is further inserted between the guide slope of the wedge guide frame and the widened vertical groove. , The joint end surface of the beam can be firmly pressed against the side surface of the column.
The above-mentioned pressing by the driving wedge can be easily and reliably performed, and the joining and tightening of the beam and the column is sufficiently strong.
【図1】本考案木造建築物の柱・梁接合構造の第1実施
例の斜視図である。FIG. 1 is a perspective view of a first embodiment of a column / beam joint structure of a wooden building according to the present invention.
【図2】同上の分解状態の斜視図である。FIG. 2 is a perspective view of the same disassembled state.
【図3】同上の接合金具を柱に取り付けた状態の斜視図
である。FIG. 3 is a perspective view showing a state in which the above-mentioned joint fitting is attached to a pillar.
【図4】同上の接合構造の要部断面図で、打込み楔を挿
入打設しようとしている状態を示すものである。FIG. 4 is a cross-sectional view of a main part of the bonding structure, showing a state in which a driving wedge is about to be inserted and driven.
【図5】同上の打込み楔の挿入打設を終えた状態の同要
部断面図である。FIG. 5 is a cross-sectional view of the main part in a state where insertion and placement of the driving wedge have been completed.
【図6】本考案木造建築物の柱・梁接合構造の第2実施
例の分解状態斜視図である。FIG. 6 is an exploded perspective view of a second embodiment of the column / beam joint structure of the wooden building of the present invention.
【図7】同上の接合構造の要部断面図で、打込み楔を挿
入打設しようとしている状態を示すものである。FIG. 7 is a cross-sectional view of a main part of the bonding structure, showing a state in which a driving wedge is about to be inserted and driven.
【図8】本考案木造建築物の柱・梁接合構造の第3実施
例の分解状態斜視図である。FIG. 8 is an exploded perspective view of a third embodiment of the column / beam joint structure of the wooden building of the present invention.
【図9】同上の分解状態の斜視図である。FIG. 9 is a perspective view of the same disassembled state.
a 柱 a′ 柱 a″ 柱 b 梁 b′ 梁 b″ 梁 c 接合金具 c′ 接合金具 c″ 接合金具 h 接合金具の高さ h′ 梁の高さ(厚さ) w 接合金具の幅員 w′ 梁の幅員 1 底板 2 柱取り付け側壁 3 梁嵌合側壁 4 楔案内枠 5 案内斜面 6 ボルト挿通孔 7 挿入溝 7′ 凹処 8 ボルト挿通孔 9 ボルト 9′ ボルトの頭端 10 緊締ナット 111 梁の接合端面 112 梁の底面 113 梁の上面 12 嵌合空処 13 扁平空処 141 縦溝 142 縦溝 143 拡幅縦溝 15 打込み楔a pillar a 'pillar a "pillar b beam b' beam b" beam c joining fitting c 'joining fitting c "joining fitting h joining fitting height h' beam height (thickness) w joining fitting width w ' Beam width 1 Bottom plate 2 Column mounting side wall 3 Beam fitting side wall 4 Wedge guide frame 5 Guide slope 6 Bolt insertion hole 7 Insertion groove 7 'Depression 8 Bolt insertion hole 9 Bolt 9' Head end of bolt 10 Tightening nut 11 1 Beam 11 2 Bottom surface of beam 11 3 Upper surface of beam 12 Fitting space 13 Flat space 14 1 Longitudinal groove 14 2 Longitudinal groove 14 3 Widening longitudinal groove 15 Driving wedge
Claims (6)
側壁を設立し、一側面と上面とを開口させた函形をな
し、その梁嵌合側壁に、上記柱取付け側壁に対向する側
面を下方に至るにしたがい徐々に該柱取付け側壁に近づ
く上向きの案内斜面を備えた楔案内枠を設けているこ
と、 柱が、その側面に上記接合金具をそれの上記柱取付け側
壁によって水平に取り付けていること、 梁が、接合端面と底面に開口しかつ上記接合金具の底板
を受入する所要の大きさと形状にした扁平空処と、同接
合端面と上面に開口するとともに上記扁平空処に連続す
る縦溝と、この縦溝を拡幅して設けた拡幅縦溝とを、互
いに連続させて形成してなる嵌合空処を有しているこ
と、 その梁が、その嵌合空処の縦溝を上記接合金具の梁嵌合
側壁に、また、拡幅縦溝を楔案内枠に嵌合させるととも
に、その楔案内枠の上記案内斜面と拡幅縦溝との間に、
打込み楔を打設挿入し、これによって、上記接合端面を
柱の側面に圧接していることを特徴とする木造建築物に
おける柱・梁接合構造。1. A joint fitting is formed in a bottom plate with a column mounting side wall and a beam fitting side wall, and has a box shape with one side and an upper surface opened, and the beam fitting side wall faces the column mounting side wall. A wedge guide frame provided with an upwardly directed guide slope gradually approaching the column mounting side wall as the side surface to be lowered is provided. A flat opening having a required size and shape for receiving the bottom plate of the joint fitting, a beam opening at the joint end surface and the bottom surface, and a beam opening at the joint end surface and the upper surface, And a widened vertical groove formed by widening the vertical groove and a widened vertical groove are formed so as to be continuous with each other. The vertical groove on the beam fitting side wall of the joint fitting and the widened vertical groove on the wedge Causes fitted in the inner frame, between the guide slope and a widening flutes of the wedge guide frame,
A column / beam joint structure in a wooden building, wherein a driving wedge is cast and inserted, whereby the joint end face is pressed against the side surface of the column.
に設けているとともに、梁が、拡幅縦溝を縦溝に対し外
向きにして連続させていることを特徴とする請求項1記
載の木造建築物における柱・梁接合構造。2. The joining metal fitting, wherein the wedge guide frame is provided outside the beam fitting side wall, and the beam is continuous with the widened vertical groove facing the vertical groove. Item 1. A column / beam joint structure in a wooden building according to Item 1.
に設けているとともに、梁が、拡幅縦溝を縦溝に対し内
向きにして連続させていることを特徴とする請求項1記
載の木造建築物における柱・梁接合構造。3. A joint fitting, wherein a wedge guide frame is provided inside a beam fitting side wall, and the beam is continuous with the widened vertical groove facing inward with respect to the vertical groove. Item 1. A column / beam joint structure in a wooden building according to Item 1.
上記接合金具の柱取付け側壁に突設した鍔片を挿入し
て、該該接合金具を水平に取り付けていることを特徴と
する請求項1,2または3記載の木造建築物における柱
・梁接合構造。4. A post is formed in an insertion groove dug in a side surface thereof.
4. A column / beam joint in a wooden building according to claim 1, 2 or 3, wherein a flange piece protruding from a column mounting side wall of the joint is inserted and the joint is mounted horizontally. Construction.
上記接合金具の柱取付け側壁を嵌入して、該接合金具を
水平に取り付けていることを特徴とする請求項1,2ま
たは3記載の木造建築物における柱・梁接合構造。5. The pillar according to claim 1, wherein said pillar is mounted horizontally by inserting a pillar mounting side wall of said fitting into a recess dug and formed in a side surface of said pillar. Or a column / beam joint structure in a wooden building described in 3.
接合金具の梁嵌合側壁の上端面にねじ止めしてなること
を特徴とする請求項1,2,3,4または5記載の木造
建築物における柱・梁接合構造。6. The method according to claim 1, wherein a cover plate is mounted on the beam joined to the column, and the cover plate is screwed to an upper end surface of a beam fitting side wall of the joint fitting. 5. A column / beam joint structure in a wooden building according to 5.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7415293U JP2565440Y2 (en) | 1993-12-27 | 1993-12-27 | Column-beam joint structure in wooden buildings |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7415293U JP2565440Y2 (en) | 1993-12-27 | 1993-12-27 | Column-beam joint structure in wooden buildings |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0740807U JPH0740807U (en) | 1995-07-21 |
JP2565440Y2 true JP2565440Y2 (en) | 1998-03-18 |
Family
ID=13538903
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7415293U Expired - Fee Related JP2565440Y2 (en) | 1993-12-27 | 1993-12-27 | Column-beam joint structure in wooden buildings |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2565440Y2 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP3478984B2 (en) * | 1999-01-18 | 2003-12-15 | 株式会社巴技研 | Structure for fixing columnar objects |
KR102006253B1 (en) * | 2017-03-09 | 2019-08-01 | 김영목 | Steel structure joining the joint of timber column and beam |
KR102195114B1 (en) * | 2018-06-22 | 2020-12-24 | 김영목 | Method locking firmly steel structure joining the joint of timber column and beam |
-
1993
- 1993-12-27 JP JP7415293U patent/JP2565440Y2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH0740807U (en) | 1995-07-21 |
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