JP2725165B2 - Joining structure of wooden building horizontal members and its tools - Google Patents

Joining structure of wooden building horizontal members and its tools

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Publication number
JP2725165B2
JP2725165B2 JP20189595A JP20189595A JP2725165B2 JP 2725165 B2 JP2725165 B2 JP 2725165B2 JP 20189595 A JP20189595 A JP 20189595A JP 20189595 A JP20189595 A JP 20189595A JP 2725165 B2 JP2725165 B2 JP 2725165B2
Authority
JP
Japan
Prior art keywords
plate
groove
joint
concave groove
bottom 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
Application number
JP20189595A
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Japanese (ja)
Other versions
JPH0932114A (en
Inventor
清司 細川
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.)
Individual
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP20189595A priority Critical patent/JP2725165B2/en
Publication of JPH0932114A publication Critical patent/JPH0932114A/en
Application granted granted Critical
Publication of JP2725165B2 publication Critical patent/JP2725165B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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】本発明は木造建築物における
横架材接合構造およびその用具の改良に関するものであ
る。換言すると、本発明は、一般木材を使用した木造建
築物あるいはまた構造用集積材を使用した大規模木造建
造物において使用する横架材(梁または桁)と柱の接続
構造とその用具、あるいは、横架材(梁または桁)同士
の接合構造とその用具の改良に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure for joining horizontal members in a wooden building and an improvement of a tool therefor. In other words, the present invention relates to a connection structure between a horizontal member (beam or girder) and a column and a tool for use in a wooden building using general wood or a large-scale wooden building using a structural integration material, or The present invention relates to a joint structure between horizontal members (beams or girders) and improvement of a tool therefor.

【0002】[0002]

【従来の技術】横架材(梁)と柱の接合構造として、た
とえば、本出願人の提案した実公平6−34971号公
報に掲載のものがある。
2. Description of the Related Art An example of a joint structure between a horizontal member (beam) and a column is disclosed in Japanese Utility Model Publication No. 6-34971 proposed by the present applicant.

【0003】それは、図13〜15により簡単に説明す
ると次のとおりのものである。底板1に設立した芯板2
の両側対称位置に、該芯板2と同じ高さの楔案内片3,
4を形成するとともに、両板1,2の長手方向の一側端
面に取付け板5を起立させてなる接合金具主体6が、そ
の取付け板5により、柱7に緊締ボルト8と同ナット9
によって取り付けられている。
The following is a brief description with reference to FIGS. Core plate 2 established on bottom plate 1
Wedge guide pieces 3 having the same height as the core plate 2
4 and a main body 6 of a joining metal which is formed by erecting a mounting plate 5 on one end face in the longitudinal direction of both plates 1 and 2, by means of the mounting plate 5, tightening bolts 8 and nuts 9 on columns 7.
Installed by.

【0004】梁10が、その嵌合空処11を上記接合金
具主体6に嵌合し、少なくとも上記楔案内片3,4と同
じ長さの打込み楔12,13が、上記嵌合空処11の楔
案内片3,4を受入した拡幅縦溝14,15の余裕空間
14′,15′に該楔案内片3,4に沿って密に打設挿
入され、梁10の長手方向端面10′を柱7の側面に圧
接させている。梁10の上面には覆板16が乗載し、そ
れは接合金具主体6の芯板2の上端面の複数個の螺孔
2′に透孔17を通じ螺合した複数本のボルト18によ
って緊締固定されている。
A beam 10 has its fitting space 11 fitted to the main body 6 of the joint, and driving wedges 12 and 13 having at least the same length as the wedge guide pieces 3 and 4 are fitted to the fitting space 11. The wedge guide pieces 3 and 4 are received and inserted densely along the wedge guide pieces 3 and 4 into the spare spaces 14 'and 15' of the widened longitudinal grooves 14 and 15 receiving the wedge guide pieces 3 and 4, respectively. Is pressed against the side surface of the pillar 7. A cover plate 16 is mounted on the upper surface of the beam 10, which is tightened and fixed by a plurality of bolts 18 screwed through a through hole 17 into a plurality of screw holes 2 ′ on the upper end surface of the core plate 2 of the joint fitting main body 6. Have been.

【0005】[0005]

【発明が解決しようとする課題】上記接合構造は、打込
み楔12,13を、楔案内片3,4に沿って打設挿入す
ることにより、十分な緊締または接合強度を簡単に得ら
れ、また、その接合強度は、覆板16によって向上す
る。
In the above joining structure, a sufficient tightening or joining strength can be easily obtained by driving and inserting the driving wedges 12, 13 along the wedge guide pieces 3, 4. The joining strength is improved by the cover plate 16.

【0006】しかし、上記楔案内片3,4および打込み
楔12,13は、芯板2と同じ高さ(または長さ)を有
するから、梁等の横架材に設ける嵌合空処14は、当然
のことながらこれら楔案内片および打込み楔を受入する
のに必要な大きな空間となり、それだけ掘削加工に手間
がかかるとともに、その横架材の欠損部分を大きくして
強度を低下させる不利がある。
However, since the wedge guide pieces 3 and 4 and the driving wedges 12 and 13 have the same height (or length) as the core plate 2, the fitting space 14 provided on a horizontal member such as a beam is not provided. Naturally, the large space required for receiving the wedge guide piece and the driving wedge is required, so that it takes time and labor to excavate, and there is a disadvantage that the lacking portion of the cross member is enlarged and the strength is reduced. .

【0007】また、覆板16を芯板2の上面に固定する
ために、その上面に予め螺孔2′を設けなければならな
い。ところが、この種の接合構造において必要とするボ
ルトの径との関係上、その螺孔の直径は少なくとも12
mm程度を必要とし、そのためには肉厚20mm程度の芯板
を使用しなければならない。しかも、その芯板はその性
質上通常は鉄製である。したがって、芯板自体さらには
接合金具主体全体を重量化してしまい、木造建築物の接
合構造としては芳しくないものとなる。
Further, in order to fix the cover plate 16 to the upper surface of the core plate 2, a screw hole 2 'must be provided in advance on the upper surface. However, the diameter of the screw hole should be at least 12 in relation to the diameter of the bolt required in this type of joint structure.
mm, and a core plate having a thickness of about 20 mm must be used for that purpose. Moreover, the core plate is usually made of iron in nature. Therefore, the weight of the core plate itself and the entirety of the joint metal body are increased, which is unsatisfactory as a joint structure of a wooden building.

【0008】さらに、柱7に取り付けた接合金具主体6
に梁10を乗載設置するにあたっては、梁10を接合金
具主体6の上方に一旦持ち上げ、拡幅縦溝14,15を
上記楔案内片3,4に正確に一致させた状態で、嵌合空
処11を接合金具主体6に嵌合し、所定位置まで降下さ
せる必要があり、作業性がきわめて悪い。
[0008] Further, the main body 6 of the joint fitting attached to the column 7
When the beam 10 is mounted on the beam, the beam 10 is temporarily lifted above the main body 6 of the fitting, and the widened vertical grooves 14, 15 are aligned with the wedge guide pieces 3, 4, and the fitting empty It is necessary to fit the step 11 into the main body 6 of the joining fitting and lower it to a predetermined position, which is extremely poor in workability.

【0009】本発明は、接合金具主体に長短を問わず如
何なる楔案内片も設けることなく、したがって、その楔
案内片に嵌合する空処を横架材に設ける必要をなくし、
これらを設ける手間をなくし、接合金具主体と横架材と
の緊結は、それらの上下端面から板片状キーを打ち込む
だけで足るようにし、これによって、上記のような不利
や欠点を解消することを目的に提案されたものである。
The present invention eliminates the need for providing any wedge guide piece regardless of its length in the main body of the joint, so that there is no need to provide a space in the transverse member for fitting to the wedge guide piece.
Eliminating the trouble of providing these, the connection between the main body of the joint and the horizontal member is sufficient only by driving a plate-like key from the upper and lower end surfaces thereof, thereby eliminating the disadvantages and disadvantages as described above. It has been proposed for the purpose.

【0010】[0010]

【課題を解決するための手段】本発明の木造建築物の横
架材接合構造の構成は次のとおりである。 接合金具主体21が、底板22の上面に芯板23を
設立し、これら底板22および芯板23の一側端面に取
付け板24を起立させ、底板22が長孔22′を備え、
芯板23が上端面に凹溝23′を、下端面でかつ上記長
孔22′に一致する位置に逆凹溝23″を備えている。
Means for Solving the Problems The structure of the joining structure of the horizontal members of the wooden building of the present invention is as follows. The joining metal body 21 establishes a core plate 23 on the upper surface of the bottom plate 22, and raises the mounting plate 24 on one end surface of the bottom plate 22 and the core plate 23. The bottom plate 22 has a long hole 22 ′,
The core plate 23 has a concave groove 23 'on the upper end face and an inverted concave groove 23 "on the lower end face and at a position corresponding to the elongated hole 22'.

【0011】 梁26等の横架材が、その接合端部3
1に、上記接合金具主体21とほぼ同形の嵌合空処3
2、すなわち、該接合端部31の底面に設けられかつ上
記底板22を受入する所要の大きさと形状にした扁平凹
処33、該接合端部31に設けられかつ芯板23を受入
する所要の大きさと形状にした縦溝34、その縦溝34
の上端開口部分であって前記凹溝23′に対応すること
になる位置に設けた所要の大きさと形状の副溝35,3
5′、扁平凹処33と上記縦溝34との間であって上記
長孔22′および逆凹溝23″に対応することになる位
置に設けた逆副溝36,36′を連続させてなる嵌合空
処32を形成している。
The horizontal member such as the beam 26 has its joint end 3
1, a fitting cavity 3 having substantially the same shape as the main body 21 of the joining fitting.
2, a flat recessed portion 33 provided on the bottom surface of the joint end portion 31 and having a required size and shape for receiving the bottom plate 22, a required concave portion provided on the joint end portion 31 and receiving the core plate 23; A longitudinal groove 34 of a size and shape;
Sub-grooves 35, 3 of required size and shape provided at the upper end opening portions of the
5 ', the reverse sub-grooves 36, 36' provided between the flat recess 33 and the vertical groove 34 at positions corresponding to the long holes 22 'and the reverse concave groove 23 "are continuously formed. Is formed.

【0012】 柱25の一側面に、上記接合金具主体
21が水平に取り付けられ、その接合金具主体21に上
記嵌合空処32を嵌合した状態で、梁26等の横架材が
該接合金具主体21に乗載している。
The main body 21 is horizontally attached to one side surface of the column 25, and a horizontal member such as a beam 26 is connected to the main body 21 with the fitting space 32 fitted in the main body 21. It is mounted on the fitting main body 21.

【0013】 上記副溝35,35′と凹溝23′
に、その上方から板片状キー38を、また、逆副溝3
6,36′と逆凹溝23″に、上記長孔22′を通じて
その下方から同じく板片状キー39を打ち込むことによ
って、梁26等の横架材の接合端部31の長手方向端面
37を柱25の側面に圧接させている。
The sub-grooves 35, 35 ′ and the concave groove 23 ′
Then, a plate-like key 38 is inserted from above, and the reverse sub-groove 3
6, 36 'and the reverse groove 23 ", the plate-like key 39 is similarly driven from below through the elongated hole 22' to thereby form the longitudinal end face 37 of the joint end 31 of the transverse member such as the beam 26. The column 25 is pressed against the side surface.

【0014】上記において、接合金具主体21が、その
底板22に長孔22′を設けることなく、また、芯板2
3の下端面の逆凹溝23″を上記底板22より外方位置
に設けることがあり、その場合は、梁26等の横架材の
接合端部31の嵌合空処32を形成する扁平凹処33を
上記逆凹溝23″が対応する位置まで拡張するととも
に、逆副溝36,36′を上記逆凹溝23″に対応する
ことになる位置に設けることになる。
In the above description, the main body 21 of the joining member does not need to provide the long hole 22 ′ in the bottom plate 22,
3 may be provided at a position outside the bottom plate 22 at the lower end face. In this case, a flat space forming a fitting space 32 for the joint end 31 of the horizontal member such as the beam 26 is formed. The recess 33 is expanded to a position corresponding to the reverse groove 23 ", and the reverse sub-grooves 36, 36 'are provided at positions corresponding to the reverse groove 23".

【0015】また、接合金具主体21の芯板23の上端
面の凹溝23′と下端面の逆凹溝23″とを同一垂直線
上に配置させないとともに、梁26等の横架材の接合端
部31の嵌合空処32の副溝35,35′と逆副溝3
6,36′を同一垂直線上に配置させないで上記凹溝2
3′と逆凹溝23″とに対応配置すると、芯板23およ
び横架材の接合端部31の欠損部分が同一面に集合しな
いので、それらの強度の低下を少なくできるものであ
る。
Also, the groove 23 'on the upper end surface of the core plate 23 and the inverted groove 23 "on the lower end surface of the core plate 23 of the joint metal body 21 are not arranged on the same vertical line, and the joint end of the horizontal member such as the beam 26 is not arranged. The sub-grooves 35, 35 'of the fitting cavity 32 of the portion 31 and the reverse sub-groove 3
6, 36 'without being arranged on the same vertical line.
By arranging them corresponding to the 3 'and the inverted concave groove 23 ", the loss of the core plate 23 and the joint end portion 31 of the transverse member does not gather on the same surface, so that a decrease in their strength can be reduced.

【0016】[0016]

【発明の実施の形態】図1〜7は、本発明を横架材
(梁)と柱の接合構造に適用した第1の実施形態を示
す。21は接合金具主体で、それは、長方形状の底板2
2と、その上面に中心線に沿ってかつ垂直に設立してい
る同じく長方形状の芯板23と、底板22および芯板2
3の長手方向一側端部に起立する取付け板24とからな
る。上記底板22は、その中央部に長手方向に直交する
方向に長い長孔22′を備え、上記芯板23は、上端面
に凹溝23′を備え、下端面でかつ上記長孔22′に一
致する位置に逆凹溝23″を備えている。
1 to 7 show a first embodiment in which the present invention is applied to a joint structure between a horizontal member (beam) and a column. Reference numeral 21 denotes a joining metal fitting, which is a rectangular bottom plate 2.
2, a core plate 23 of the same rectangular shape, which is set up on the upper surface along the center line and vertically, a bottom plate 22 and a core plate 2
3 at one end in the longitudinal direction. The bottom plate 22 has a long hole 22 ′ at a central portion thereof in a direction orthogonal to the longitudinal direction, and the core plate 23 has a concave groove 23 ′ at an upper end surface, and is provided at a lower end surface and in the long hole 22 ′. An inverted concave groove 23 "is provided at the corresponding position.

【0017】これらの凹溝23′と逆凹溝23″とは、
同じ垂直線上に位置しない所要の配置にし、これによ
り、凹溝による芯板23の強度低下を避けようとするも
のである。この実施の形態においては、凹溝23′が逆
凹溝23″より外側になるように配置してある。上記取
付け板24は、上記芯板23の両側に位置する部分の上
下に所要複数個のボルト挿通孔24′……を設けてい
る。
The groove 23 'and the reverse groove 23 "
The required arrangement is made so as not to be located on the same vertical line, thereby trying to avoid a decrease in the strength of the core plate 23 due to the concave groove. In this embodiment, the concave groove 23 'is arranged so as to be outside the reverse concave groove 23 ". The mounting plates 24 are provided at required positions above and below a portion located on both sides of the core plate 23. Are provided.

【0018】この接合金具主体21は、同じ肉厚で鉄板
製の底板22,芯板23,取付け板24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
み立てるとか、全体を一体成型するとかすることによっ
て、簡単に製作できる。
The metal joint body 21 is prepared by separately preparing a bottom plate 22, a core plate 23, and a mounting plate 24 made of an iron plate having the same thickness, and assembling them by an appropriate means such as welding or screwing, or as a whole. It can be easily manufactured by integrally molding.

【0019】25,26は互いに接合しようとする柱と
梁を示す。27は柱25の一側面の梁接合部位に形成し
た凹処であり、この凹処27は、接合金具主体21の上
記取付け板24と底板22の端部とを受入する所要の大
きさに形成されている。28……は取付け板24のボル
ト挿通孔24′……と一致する配置において柱25に穿
ったボルト挿通孔で、一側端を凹処27内に他側端を柱
25の反対側面に開口させている。
Reference numerals 25 and 26 denote columns and beams to be joined to each other. Reference numeral 27 denotes a recess formed at a beam joining portion on one side surface of the column 25. The recess 27 is formed to have a required size to receive the mounting plate 24 of the joint fitting main body 21 and the end of the bottom plate 22. Have been. 28 are bolt insertion holes formed in the column 25 in an arrangement corresponding to the bolt insertion holes 24 'of the mounting plate 24. One side end is opened in the recess 27 and the other end is opened on the opposite side of the column 25. Let me.

【0020】この柱25に上記構成の接合金具主体21
が次のようにして取り付けられている。すなわち、接合
金具主体21の取付け板24と底板22の端部とが凹処
27に嵌合し、反対側面からボルト挿通孔28……に挿
通した緊締ボルト29……の先端が取付け板24のボル
ト挿通孔24′………から突出し、その突出先端に緊締
ナット30……が螺合緊締し、これによって、接合金具
主体21が柱25に取り付けられているものである(図
4〜6)。
The pillar 25 has a main body 21 of the above-described structure.
Is installed as follows. That is, the mounting plate 24 of the joint metal body 21 and the end of the bottom plate 22 are fitted into the recesses 27, and the tips of the tightening bolts 29. The bolts protrude from the bolt insertion holes 24 ', and the tightening nuts 30 are screwed and tightened at the protruding ends thereof, whereby the joining metal body 21 is attached to the column 25 (FIGS. 4 to 6). .

【0021】梁26は、その接合端部31に、接合金具
主体21の取付け板24を除く外形とほぼ同形の嵌合空
処32を形成している。
The beam 26 has, at the joint end 31 thereof, a fitting cavity 32 having substantially the same shape as the outer shape of the joint fitting body 21 except for the mounting plate 24.

【0022】この嵌合空処32は、梁26の接合端部3
1の底面に設けられかつ上記底板22を受入する所要の
大きさと形状にした扁平凹処33、該接合端部31の中
心線に沿って設けられかつ芯板23を受入する所要の大
きさと形状にした縦溝34、その縦溝34の上端開口部
分であって前記凹溝23′に対応することになる位置に
設けた所要の大きさと形状の副溝35,35′、扁平凹
処33と上記縦溝34との間であって上記長孔22′お
よび逆凹溝23″に対応することになる位置に設けた逆
副溝36,36′をたがいに連続形成してなる。
The fitting cavity 32 is formed at the joint end 3 of the beam 26.
1, a flat recess 33 having a required size and shape for receiving the bottom plate 22; a required size and shape provided along the center line of the joint end portion 31 for receiving the core plate 23; A vertical groove 34, sub-grooves 35 and 35 ′ of required size and shape provided at positions corresponding to the concave grooves 23 ′ at the upper end opening portions of the vertical grooves 34, Inverted sub-grooves 36, 36 'provided between the longitudinal groove 34 and the positions corresponding to the elongated hole 22' and the inverted concave groove 23 "are continuously formed.

【0023】上記の扁平凹処33は接合端部31の底面
のほかその長手方向端面37に開口し、縦溝34は接合
端部31の上面と長手方向端面37とに開口し、副溝3
5,35′を同上面に開口している。
The flat recesses 33 open on the bottom surface of the joining end 31 and on the longitudinal end surface 37 thereof, the vertical grooves 34 open on the upper surface of the joining end 31 and the longitudinal end surface 37, and the sub-groove 3.
5, 35 'are opened on the same upper surface.

【0024】梁26の柱25への接合は次のようにして
行われる。柱25に前記のようにして取り付けられてい
る接合金具主体21(図4)の芯板23に、梁26の接
合端部31の嵌合空処32の縦溝34を嵌合させるとと
もに、扁平凹処33を底板22に、それぞれ嵌合一致さ
せる。この嵌合作業は、梁26の接合端部31を接合金
具主体21の上方に一旦持ち上げた後に降ろすことによ
って行ってもよい。しかし、上記接合端部31を水平方
向から接合金具主体21に接近させ、長手方向端面37
に開口している扁平凹処31を底板22に、また、縦溝
34を芯板23に一致させた状態で、そのまま柱25側
へ摺動することによっても行うことができるもので、こ
の場合には、上記のように、梁26の接合端部31を接
合金具主体21の上方に持ち上げる必要がなく、このこ
とは、本発明のメリットの一つということができる。
The joining of the beam 26 to the column 25 is performed as follows. The vertical groove 34 of the fitting cavity 32 of the joint end 31 of the beam 26 is fitted to the core plate 23 of the joint fitting main body 21 (FIG. 4) attached to the column 25 as described above, and is flat. The recesses 33 are fitted and matched with the bottom plate 22, respectively. This fitting operation may be performed by temporarily lifting the joint end 31 of the beam 26 above the joint fitting main body 21 and then lowering the joint end 31. However, the joining end 31 is made to approach the joining metal body 21 from the horizontal direction, and the longitudinal end face 37 is formed.
The flat recess 31 opening to the bottom plate 22 and the vertical groove 34 aligned with the core plate 23 can be slid to the column 25 as it is. In this case, As described above, there is no need to raise the joint end 31 of the beam 26 above the joint metal body 21 as described above, and this can be said to be one of the advantages of the present invention.

【0025】これによって、図5から明らかなように、
梁26の接合端部31が接合金具主体21の底板22に
乗載し、副溝35,35′が凹溝23′に、また、逆副
溝36,36′が長孔22′および逆凹溝23″に、そ
れぞれほぼ対応一致し、このとき、梁26の接合端部3
1の上面が接合金具主体21の芯板23の上端面と面一
になるとともに、該接合端部31の下面が接合金具主体
21の底板22の下面と面一になる関係になっている。
Thus, as is apparent from FIG.
The joint end 31 of the beam 26 rests on the bottom plate 22 of the joint fitting main body 21, the sub-grooves 35, 35 'are in the concave groove 23', and the reverse sub-grooves 36, 36 'are in the elongated hole 22' and the reverse concave. The groove 23 ″ substantially corresponds to the groove 23 ″.
The upper surface of the joint 1 is flush with the upper end surface of the core plate 23 of the joint body 21, and the lower surface of the joint end 31 is flush with the lower surface of the bottom plate 22 of the joint body 21.

【0026】次に、上記のようにほぼ対応一致した副溝
35,35′と凹溝23′に、その上方から板片状キー
38を、また、逆副溝36,36′と逆凹溝23″に、
長孔22′を通じてその下方から同じく板片状キー39
を打ち込む。これによって、梁26全体が柱25側に移
動し、その接合端部31の長手方向端面37が柱25の
側面に圧接するとともに、副溝35,35′と凹溝2
3′、逆副溝36,36′と逆凹溝23″をそれぞれ一
致させる(図6,7)。
Next, the plate-like key 38 is inserted into the sub-grooves 35, 35 'and the concave groove 23' almost corresponding to each other from above, and the reverse sub-grooves 36, 36 'and the reverse concave groove. 23 "
The plate-like key 39 is also provided from below through the long hole 22 '.
Type. As a result, the entire beam 26 moves to the column 25 side, and the longitudinal end face 37 of the joint end 31 presses against the side surface of the column 25, and the sub-grooves 35, 35 'and the concave groove 2
3 ', the reverse sub-grooves 36, 36' are aligned with the reverse groove 23 "(FIGS. 6 and 7).

【0027】以上により、柱25と梁26との接合構造
が完成する(図6,7)。しかし、さらにその強度を高
めかつ体裁を良くする等のために、梁26の接合端部3
1の上面に覆板を乗載し芯板23の上端面に緊締しても
よい。また、接合金具主体21の芯板23を横断する緊
締ボルトを接合端部31の一側から他側に向け貫通し、
両者を緊締することも、本接合構造の強度を高めるのに
好適であると認められる。
As described above, the joint structure between the column 25 and the beam 26 is completed (FIGS. 6 and 7). However, in order to further increase the strength and improve the appearance, the joining end 3
A cover plate may be mounted on the upper surface of the base plate 1 and fastened to the upper end surface of the core plate 23. In addition, a tightening bolt that crosses the core plate 23 of the joining metal body 21 penetrates from one side of the joining end 31 to the other side,
It is recognized that tightening the both is also suitable for increasing the strength of the present joint structure.

【0028】図8〜11は、本発明を横架材(梁)と柱
の接合構造に適用した第2の実施形態を示す。この第2
の実施形態は、上記した第1の実施形態のものの接合金
具主体21の底板22が芯板23より短くなっているこ
と、芯板23の下端面の逆凹溝23″が底板22の外端
より外方にあること、底板22に長孔22′を設けてい
ないこと、しかも、その凹溝23′を逆凹溝23″より
内側になるように配置していること、それにともなっ
て、梁26の接合端部31の嵌合空処32の各部の形状
をそれらに適合するようにしていること等において相違
するだけで、そのほかの構成、作用等は第1の実施形態
の場合と同様である。そこで、重複の煩を回避するた
め、同じ部位に同じ符号を付し、説明を省略することと
する。
FIGS. 8 to 11 show a second embodiment in which the present invention is applied to a joint structure between a horizontal member (beam) and a column. This second
In the second embodiment, the bottom plate 22 of the main body 21 of the first embodiment is shorter than the core plate 23, and the inverted concave groove 23 ″ on the lower end surface of the core plate 23 is formed at the outer end of the bottom plate 22. That the bottom plate 22 is not provided with a long hole 22 ′, and that the groove 23 ′ is arranged so as to be inside the inverted groove 23 ″. 26, except that the shape of each part of the fitting cavity 32 of the joint end part 31 is adapted to them, and the other configurations, operations, and the like are the same as those of the first embodiment. is there. Therefore, in order to avoid duplication, the same reference numerals are given to the same portions, and the description will be omitted.

【0029】図12は、上記第1の実施形態の接合金具
主体21の変形例ともいうべきもので、第1の実施形態
では1枚であった芯板23を2枚とし、その2枚の芯板
23,23を底板22上に所要の間隔をあけて並立設置
したものである。したがってまた、この図12の接合金
具主体21を使用する接合構造においは梁26の接合端
部31に設ける嵌合空処32の縦溝34を2本設ける等
の変更を要するが、そのほかの構成、作用等は第1の実
施形態の場合と同様である。そこで、重複の煩を回避す
るため、同じ部位に同じ符号を付し、説明を省略するこ
ととする。
FIG. 12 shows a modified example of the joint metal body 21 of the first embodiment. In the first embodiment, two core plates 23 are used instead of one in the first embodiment. The core plates 23, 23 are arranged side by side on the bottom plate 22 at a required interval. Therefore, in the joining structure using the joining hardware 21 shown in FIG. 12, it is necessary to make a change such as providing two longitudinal grooves 34 of the fitting cavity 32 provided at the joining end 31 of the beam 26, but other configurations are required. The operation and the like are the same as those of the first embodiment. Therefore, in order to avoid duplication, the same reference numerals are given to the same portions, and the description will be omitted.

【0030】[0030]

【発明の効果】以上述べたところから明らかなとおり、
本発明によれば、接合金具主体に長短を問わず如何なる
楔案内片も備えることなく、したがって、横架材に対
し、その楔案内片に嵌合する拡幅縦溝の必要をなくし、
接合金具主体と横架材との緊結は、それらの上下端面か
ら板片状キーを打ち込むだけで足る。
As is clear from the above description,
According to the present invention, there is no need to provide any wedge guide pieces irrespective of the length of the joint fitting main body.Therefore, for the horizontal member, there is no need for a wide vertical groove to be fitted to the wedge guide pieces,
Tightening between the joining metal member and the horizontal member is sufficient only by driving a plate-like key from the upper and lower end surfaces thereof.

【0031】すなわち、たとえば、請求項1の発明につ
いていうと、梁26等の横架材の接合端部31を、柱2
5に固定した接合金具主体21の底板22に乗載し、副
溝35,35′を凹溝23′に、また、逆副溝36,3
6′を長孔22′および逆凹溝23″に一致させ、それ
らの副溝35,35′と凹溝23′に、その上方から板
片状キー38を、また、逆副溝36,36′と逆凹溝2
3″に長孔22′を通じてその下方から同じく板片状キ
ー39を打ち込むことによって、梁26等の横架材26
と接合金具主体21とがしっかりと緊結することにな
る。
That is, for example, according to the first aspect of the present invention, the joint end 31 of the horizontal member such as the beam 26 is
5, the sub-grooves 35, 35 'are placed on the concave groove 23', and the reverse sub-grooves 36, 3
6 'is aligned with the elongated hole 22' and the reverse groove 23 ", and the plate-like key 38 is inserted into the sub-grooves 35, 35 'and the groove 23' from above, and the reverse sub-grooves 36, 36. 'And reverse concave groove 2
By driving the same plate-like key 39 from below into the 3 ″ through the long hole 22 ′, the horizontal member 26 such as the beam 26
And the main body 21 are firmly connected to each other.

【0032】換言すると、本発明においては、接合金具
主体の芯板23は上下端面に凹溝23′と逆副溝23″
を有するだけで、従来のような楔案内片を突設してな
い。したがってまた、梁26等の横架材の接合端部31
の嵌合空処32には、上記凹溝23′と逆副溝23″に
対応する副溝35,35′と逆副溝36,36′だけを
設け、従来のように上記楔案内片に嵌合する拡幅縦溝を
設ける必要がない。このため、従来のものにくらべ構成
が簡単で加工が容易であるとともに、欠損部分が少なく
それだけ、接合構造の強度を上げることができる。ま
た、上記楔案内片に溝空処を嵌合する面倒がないだけ、
柱25に固定してある接合金具主体21に横架材接合端
部31を嵌合する作業が容易になる。
In other words, in the present invention, the core plate 23 mainly composed of the joint fittings has a concave groove 23 'and a reverse auxiliary groove 23 "on the upper and lower end surfaces.
And no wedge guide pieces are provided as in the prior art. Therefore, the connecting end 31 of the horizontal member such as the beam 26 is also provided.
Are provided with only the sub-grooves 35, 35 'and the reverse sub-grooves 36, 36' corresponding to the concave groove 23 'and the reverse sub-groove 23 ", respectively. There is no need to provide a widened longitudinal groove to fit in. Therefore, the structure is simpler and easier to process than conventional ones, and the number of missing parts is small, so that the strength of the joint structure can be increased. Since there is no trouble to fit the groove in the wedge guide piece,
The work of fitting the connecting member 31 to the connecting member main body 21 fixed to the column 25 becomes easy.

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

【図1】本発明を横架材(梁)と柱の接合構造に適用し
た第1の実施形態の分解斜視図である。
FIG. 1 is an exploded perspective view of a first embodiment in which the present invention is applied to a joint structure between a horizontal member (beam) and a column.

【図2】図1のI−I線断面図である。FIG. 2 is a sectional view taken along line II of FIG. 1;

【図3】同じく図1のII−II線断面図である。3 is a sectional view taken along line II-II of FIG. 1;

【図4】同上の柱に接合金具主体を取り付けた状態の側
面図である。
FIG. 4 is a side view showing a state in which a main body of a fitting is attached to the column.

【図5】同上の接合金具主体に梁を乗載した状態の縦断
面図である。
FIG. 5 is a longitudinal sectional view showing a state in which a beam is mounted on the main body of the above-mentioned joint fitting.

【図6】同上の梁を、楔部材を打設してその接合端面を
柱に圧接させた状態の縦断面図である。
FIG. 6 is a longitudinal sectional view showing a state in which a wedge member is cast on the beam, and a joint end face thereof is pressed against a column.

【図7】同上の完成した状態の本考案横架材(梁)と柱
の接合構造の俯瞰図である。
FIG. 7 is a bird's-eye view of the joint structure between the horizontal member (beam) and the pillar in the completed state according to the present invention;

【図8】本発明を横架材(梁)と柱の接合構造に適用し
た第2の実施形態であって、柱に接合金具主体を取り付
けた状態の側面図である。
FIG. 8 is a side view of a second embodiment in which the present invention is applied to a joint structure between a horizontal member (beam) and a column, in which a joining fitting is mainly attached to the column.

【図9】同上の接合金具主体に梁を乗載した状態の縦断
面図である。
FIG. 9 is a vertical cross-sectional view showing a state where a beam is mounted on the above-described joint fitting main body.

【図10】同上の梁を、楔部材を打設してその接合端面
を柱に圧接させた状態の縦断面図である。
FIG. 10 is a longitudinal sectional view showing a state in which a wedge member is cast on the beam, and a joint end face thereof is pressed against a column.

【図11】同上の完成した状態の本考案横架材(梁)と
柱の接合構造の下方から見上げた状態の斜視図である。
FIG. 11 is a perspective view of the joint structure between the horizontal member (beam) and the pillar in a completed state according to the present invention, as viewed from below.

【図12】本発明を横架材(梁)と柱の接合構造に適用
する接合金具主体の変形例の斜視図である。
FIG. 12 is a perspective view of a modification mainly composed of a joint fitting that applies the present invention to a joint structure between a horizontal member (beam) and a column.

【図13】横架材(梁)と柱の接合構造の公知例の斜視
図である。
FIG. 13 is a perspective view of a known example of a joint structure between a horizontal member (beam) and a column.

【図14】同上の分解斜視図である。FIG. 14 is an exploded perspective view of the same.

【図15】同上の楔部材を打設する状態を示す斜視図で
ある。
FIG. 15 is a perspective view showing a state in which the wedge member is driven.

【符号の説明】[Explanation of symbols]

21 接合金具主体 22 底板 22′ 長孔 23 芯板 23′ 凹溝 23″ 逆凹溝 24 取付け板 25 柱 26 梁 31 接合端部 32 嵌合空処 33 扁平凹処 34 縦溝 35 副溝 35′ 副溝 36 逆副溝 36′ 逆副溝 38 板片状キー 39 板片状キー DESCRIPTION OF SYMBOLS 21 Joining fixture main body 22 Bottom plate 22 'Long hole 23 Core plate 23' Concave groove 23 "Reverse concave groove 24 Mounting plate 25 Column 26 Beam 31 Joining end 32 Fitting space 33 Flat recess 34 Vertical groove 35 Secondary groove 35 ' Sub groove 36 Reverse sub groove 36 'Reverse sub groove 38 Plate key 39 Plate key

Claims (7)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】接合金具主体21が、底板22の上面に芯
板23を設立し、これら底板22および芯板23の一側
端面に取付け板24を起立させ、上記底板22が長孔2
2′を備え、上記芯板23が上端面に凹溝23′を、下
端面でかつ上記長孔22′に一致する位置に逆凹溝2
3″を備えていること、 梁26等の横架材が、その接合端部31に、上記接合金
具主体21とほぼ同形の嵌合空処32、すなわち、該接
合端部31の底面に設けられかつ上記底板22を受入す
る所要の大きさと形状にした扁平凹処33、該接合端部
31に設けられかつ芯板23を受入する所要の大きさと
形状にした縦溝34、その縦溝34の上端開口部分であ
って前記凹溝23′に対応することになる位置に設けた
所要の大きさと形状の副溝35,35′、扁平凹処33
と上記縦溝34との間であって上記長孔22′および逆
凹溝23″に対応することになる位置に設けた逆副溝3
6,36′を連続させてなる嵌合空処32を形成してい
ること、 柱25の一側面に、上記接合金具主体21が水平に取り
付けられ、その接合金具主体21に上記嵌合空処32を
嵌合した状態で、梁26等の横架材が該接合金具主体2
1に乗載していること、 上記副溝35,35′と凹溝23′に、その上方から板
片状キー38を、また、逆副溝36,36′と逆凹溝2
3″に、上記長孔22′を通じてその下方から同じく板
片状キー39を打ち込むことによって、梁26等の横架
材の接合端部31の長手方向端面37を柱25の側面に
圧接させていることを特徴とする木造建築物の横架材接
合構造。
1. A main body of a metal fitting (21) establishes a core plate (23) on the upper surface of a bottom plate (22), and mounts a mounting plate (24) on one end surface of the bottom plate (22) and the core plate (23).
2 ', the core plate 23 has a concave groove 23' at the upper end face, and a reverse concave groove 2 'at the lower end face and at a position corresponding to the slot 22'.
3 ″, and a horizontal member such as a beam 26 is provided at the joint end 31 on a fitting cavity 32 having substantially the same shape as the main body 21 of the joint, that is, on the bottom surface of the joint end 31. A flat recess 33 having a required size and shape for receiving the bottom plate 22; a vertical groove 34 provided at the joint end portion 31 and receiving the core plate 23; Sub-grooves 35, 35 'of required size and shape provided at positions corresponding to the concave grooves 23' at the upper end opening portions of the
And the vertical sub-groove 34 and the reverse sub-groove 3 provided at a position corresponding to the long hole 22 'and the reverse concave groove 23 ".
6, 36 'are formed continuously. The main body 21 is horizontally mounted on one side of the column 25, and the main body 21 is attached to the main body 21. 32, the horizontal member such as the beam 26 is attached to the joint fitting main body 2.
1, a plate-like key 38 is inserted from above into the sub-grooves 35, 35 'and the concave groove 23', and the reverse sub-grooves 36, 36 'and the reverse concave groove 2
At 3 ″, the plate-like key 39 is similarly driven from below through the long hole 22 ′, so that the longitudinal end face 37 of the joint end 31 of the transverse member such as the beam 26 is pressed against the side face of the column 25. A horizontal member connecting structure for a wooden building.
【請求項2】接合金具主体21が、底板22の上面に芯
板23を設立し、これら底板22および芯板23の一側
端面に取付け板24を起立させ、上記芯板23が上端面
に凹溝23′を、下端面であって上記底板22より外方
位置に逆凹溝23″を備えていること、 梁26等の横架材が、その接合端部31に、上記接合金
具主体21とほぼ同形の嵌合空処32、すなわち、該接
合端部31の底面に設けられかつ上記底板22を受入す
る所要の大きさと形状にした扁平凹処33、該接合端部
31に設けられかつ芯板23を受入する所要の大きさと
形状にした縦溝34、該縦溝34の上端開口部分であっ
て前記凹溝23′に対応することになる位置に設けた所
要の大きさと形状の副溝35,35′を連続させるとと
もに、上記扁平凹処33を上記逆凹溝23″が対応する
位置まで拡張し、さらに、上記逆凹溝23″に対応する
ことになる位置に設けた逆副溝36,36′を連続させ
てなる嵌合空処32を形成していること、 柱25の一側面に、上記接合金具主体21が水平に取り
付けられ、その接合金具主体21に上記嵌合空処32を
嵌合した状態で、梁26等の横架材が該接合金具主体2
1に乗載していること、 上記副溝35,35′と凹溝23′に、その上方から板
片状キー38を、また、逆副溝36,36′と逆凹溝2
3″に、上記扁平凹処33の上記拡張部分を通じてその
下方から同じく板片状キー39を打ち込むことによっ
て、梁26等の横架材の接合端部31の長手方向端面3
7を柱25の側面に圧接させていることを特徴とする木
造建築物の横架材接合構造。
2. The main body 21 of the metal fittings establishes a core plate 23 on the upper surface of the bottom plate 22, and mounts a mounting plate 24 on one end surface of the bottom plate 22 and the core plate 23. A concave groove 23 'is provided with an inverted concave groove 23 "at a lower end surface and located outside the bottom plate 22. A transverse member such as a beam 26 is provided at the joint end 31 thereof with the joint metal member mainly. 21, a flat recess 33 provided on the bottom surface of the joint end 31 and having a required size and shape to receive the bottom plate 22, and provided on the joint end 31. And a vertical groove 34 having a required size and shape for receiving the core plate 23, and a required size and shape provided at a position corresponding to the concave groove 23 'at an upper end opening portion of the vertical groove 34. The sub-grooves 35 and 35 'are made continuous, and the flat recess A fitting cavity 32 is formed by expanding the concave groove 23 "to a corresponding position and further connecting the reverse sub-grooves 36, 36 'provided at the position corresponding to the reverse groove 23". The joining metal body 21 is horizontally attached to one side surface of the column 25, and a horizontal member such as a beam 26 is attached to the joint metal body 21 with the fitting cavity 32 fitted thereto. Joining metal fittings 2
1, a plate-like key 38 is inserted from above into the sub-grooves 35, 35 'and the concave groove 23', and the reverse sub-grooves 36, 36 'and the reverse concave groove 2
3 ", the plate-like key 39 is similarly driven from below through the extended portion of the flat recess 33, thereby forming the longitudinal end face 3 of the joint end portion 31 of the transverse member such as the beam 26.
7. A joining structure for a wooden building, wherein 7 is pressed against a side surface of a pillar 25.
【請求項3】接合金具主体21の芯板23の上端面の凹
溝23′と下端面の逆凹溝23″とが同一垂直線上に配
置されていないこと、梁26等の横架材の接合端部31
の嵌合空処32の副溝35,35′と逆副溝36,3
6′が同一垂直線上に配置されていないで上記凹溝2
3′と逆凹溝23″とに対応していることを特徴とする
請求項1または2記載の木造建築物の横架材接合構造。
3. A groove 23 'on the upper end face of the core plate 23 of the main body 21 of the joint fitting and an inverted groove 23 "on the lower end face are not arranged on the same vertical line. Joining end 31
The sub-grooves 35, 35 'of the fitting cavity 32 and the reverse sub-grooves 36, 3
6 'are not arranged on the same vertical line, and
3. The joint structure for a wooden building according to claim 1, wherein the structure corresponds to 3 ′ and the inverted groove 23 ″.
【請求項4】接合金具主体21の底板22の上面に少な
くとも2枚以上の芯板23を設立してなることを特徴と
する請求項1,2または3記載の木造建築物の横架材接
合構造。
4. The joining of horizontal members of a wooden building according to claim 1, wherein at least two or more core plates are established on the upper surface of the bottom plate of the joining metal body. Construction.
【請求項5】底板22の上面に芯板23を設立し、これ
ら底板22および芯板23の一側端面に取付け板24を
起立させ、上記底板22が長孔22′を備え、上記芯板
23が上端面に凹溝23′を、下端面でかつ上記長孔2
2′に一致する位置に逆凹溝23″を備えている接合金
具主体21と、上記凹溝23′および逆凹溝23″に打
ち込む板片状キー38および板片状キー39とからなる
ことを特徴とする木造建築物の横架材接合用具。
5. A core plate 23 is established on the upper surface of the bottom plate 22, and a mounting plate 24 is erected on one end surface of the bottom plate 22 and the core plate 23. The bottom plate 22 has an elongated hole 22 ', 23 is a concave groove 23 'on the upper end face,
2 ', a joint metal body 21 having an inverted groove 23 "at a position corresponding to 2', and a plate-shaped key 38 and a plate-shaped key 39 driven into the groove 23 'and the inverted groove 23". A tool for joining horizontal members of a wooden building, characterized by the following.
【請求項6】底板22の上面に芯板23を設立し、これ
ら底板22および芯板23の一側端面に取付け板24を
起立させ、上記芯板23が上端面に凹溝23′を、下端
面であって上記底板22より外方位置に逆凹溝23″を
備えている接合金具主体21と、上記凹溝23′および
逆凹溝23″に打ち込む板片状キー38および板片状キ
ー39とからなることを特徴とする木造建築物の横架材
接合用具。
6. A core plate 23 is established on the upper surface of the bottom plate 22, and a mounting plate 24 is erected on one end surface of the bottom plate 22 and the core plate 23. The core plate 23 has a concave groove 23 'on an upper end surface. A metal fitting main body 21 having a reverse concave groove 23 "at a lower end face and located outside the bottom plate 22; a plate-like key 38 and a plate-like key for driving into the concave groove 23 'and the reverse concave groove 23"; A connecting member for a wooden building, comprising a key 39.
【請求項7】接合金具主体21の底板22の上面に少な
くとも2枚以上の芯板23を設立してなることを特徴と
する請求項5または6記載の木造建築物の横架材接合用
具。
7. A tool for joining a horizontal member of a wooden building as claimed in claim 5, wherein at least two or more core plates 23 are established on the upper surface of the bottom plate 22 of the joint fitting main body 21.
JP20189595A 1995-07-17 1995-07-17 Joining structure of wooden building horizontal members and its tools Expired - Fee Related JP2725165B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20189595A JP2725165B2 (en) 1995-07-17 1995-07-17 Joining structure of wooden building horizontal members and its tools

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20189595A JP2725165B2 (en) 1995-07-17 1995-07-17 Joining structure of wooden building horizontal members and its tools

Publications (2)

Publication Number Publication Date
JPH0932114A JPH0932114A (en) 1997-02-04
JP2725165B2 true JP2725165B2 (en) 1998-03-09

Family

ID=16448609

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Link
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105781138B (en) * 2016-03-13 2018-01-19 北京工业大学 A kind of historic building structure allows the steel sub-assembly bracing means that Tenon node slides
CN105735664B (en) * 2016-03-13 2017-12-01 北京工业大学 A kind of historic building structure allows the joint reinforcing device of sliding

Also Published As

Publication number Publication date
JPH0932114A (en) 1997-02-04

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