JP2006144489A - Joint linking structure in wooden building - Google Patents

Joint linking structure in wooden building Download PDF

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JP2006144489A
JP2006144489A JP2004339237A JP2004339237A JP2006144489A JP 2006144489 A JP2006144489 A JP 2006144489A JP 2004339237 A JP2004339237 A JP 2004339237A JP 2004339237 A JP2004339237 A JP 2004339237A JP 2006144489 A JP2006144489 A JP 2006144489A
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wedge
wedge guide
driven
column
joint
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Seiji Hosokawa
清司 細川
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a joint linking structure capable of facilitating manufacture, suppressing manufacturing cost, preventing driving stroke of a driving laterally long wedge from being limited, and tightening the driving laterally long wedge again by driving it again when it is loosened. <P>SOLUTION: This joint linking structure in the wooden building is constituted by fitting an end part (a lower end part of a column) of a beam or a beam c into a joint fitting b attached to the column (sill) a, mounting wedge guide pieces d, d' in window holes b', c' for wedge of the joint fitting b and the beam or the beam (column) c, and driving the laterally long wedge e while it is overlapped on and is guided by the wedge guide pieces d, d' to move the whole beam or beam (column) c toward the column (sill) a and join and link the beam or the beam (column) c and the column (sill) a mutually. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、木造建築物における接合連繋構造、さらに詳しくは、木造建築物における梁,桁もしくは土台と柱との間の接合連繋構造の改良に関する。   The present invention relates to a joint connection structure in a wooden building, and more particularly to an improvement in a joint connection structure between a beam, a girder or a base and a column in a wooden building.

木造建築物におけるこの種の接合連繋構造として、特許文献1(第2565441号実用新案登録公報)および特許文献2(第2570543号実用新案登録公報)に記載されたものが知られている。   As this type of joint connection structure in a wooden building, those described in Patent Literature 1 (No. 2565441 Utility Model Registration Gazette) and Patent Literature 2 (No. 2570543 Utility Model Registration Gazette) are known.

特許文献1に記載のものは梁と柱を接合連繋する構造で、柱に取り付けた接合金具に梁の端部を嵌合させ、その接合金具と梁とに設けてある楔用窓孔に楔案内片を挿通するとともに、打込み横長楔を、その一側面を上記楔案内片に摺接させながら打ち込み、これにより、梁全体を上記接合金具に対して柱に向けて移動させ、梁の端部面を柱の側面に強制的に接合し強固に連繋するようにしたものである。   The structure described in Patent Document 1 has a structure in which a beam and a column are joined and connected. The end of the beam is fitted to a joint fitting attached to the pillar, and a wedge window hole provided in the joint fitting and the beam is wedged. The guide piece is inserted and the driven long wedge is driven while sliding one side of the guide wedge on the wedge guide piece, thereby moving the entire beam toward the column with respect to the joint fitting, and the end of the beam. The surface is forcibly joined to the side surface of the column to be firmly connected.

また、特許文献2に記載のものは柱と土台を接合連繋する構造で、土台に取り付けた接合金具に柱の下端部を嵌合させ、その接合金具と柱とに設けてある楔用窓孔に楔案内片を挿通するとともに、打込み横長楔を、その一側面を上記楔案内片に摺接させながら打ち込み、これにより、柱全体を上記接合金具に対して土台に向けて下降させ、柱の下端部面を土台の上面に強制的に接合し強固に連繋するようにしたものである。   Further, the one described in Patent Document 2 has a structure in which a pillar and a base are joined and connected, and a lower end portion of the pillar is fitted to a joint fitting attached to the base, and a wedge window hole provided in the joint fitting and the pillar is provided. The wedge guide piece is inserted through the wedge guide piece, and the laterally driven wedge is driven while sliding one side of the wedge guide piece on the wedge guide piece. The lower end surface is forcibly joined to the upper surface of the base so as to be firmly connected.

すなわち、上記特許文献1および2記載のものは、いずれも、打込み横長楔の打込みを、その一側面を楔案内片に摺接させながら行うものであるが、該打込み横長楔の他側面は、上記楔用窓孔内において梁または柱の楔用窓孔内の対向する面に直接摺接しながら該対向面を押圧し、これによって、梁を柱に向けて移動させるか、柱を土台に向けて下降させている。   That is, in both of the above-mentioned Patent Documents 1 and 2, the driven lateral wedge is driven while one side surface thereof is in sliding contact with the wedge guide piece. In the wedge window hole, the facing surface is pressed while directly contacting the facing surface in the wedge window hole of the beam or column, thereby moving the beam toward the column or directing the column to the base. Has been lowered.

このため、梁または柱に形成されている楔用窓孔の上記対向面に、打込み横長楔の摺接と押圧による食い込みや変形を生じ、その打込み横長楔を正確に打ち込めず、したがってまた、梁と柱との接合連繋や柱と土台との接合連繋を、設定どおり強固なものにできない場合があった。
第2565441号実用新案登録公報 第2570543号実用新案登録公報
For this reason, the opposed surface of the wedged window hole formed in the beam or the column is bitten or deformed by sliding contact and pressing of the driven long wedge, and the driven horizontal wedge cannot be driven accurately. In some cases, the connection between the column and the column and the connection between the column and the base cannot be made as strong as set.
No. 2565441 Utility Model Registration Gazette No. 2570543 Utility Model Registration Gazette

これに対して、本発明者は既に、図21に示したような接合連繋構造を提案した(特願2004-008374号)。
同図中、Aは柱、Bは楔用窓孔B′を有する接合金具、Cは、端部に上記接合金具Bを受入する嵌合部を有し、またその嵌合部を横断して両側面に開口する楔用窓孔C′を有する梁である。
D,D′は、互いの対向する内面に楔案内溝D1,D′1を備えた一対の楔案内片で(図22参照)、これらの高さは、上記楔用窓孔B′,C′と同じにしてある。
一方の上記楔案内片Dは、上記梁Cの幅と同じ長さで、その先端部には係止部D2が突設され、その外面には上記接合金具Bの楔用窓孔B′の縁部に係合する縦凹溝D3が形成されている(図22)。
他方の上記楔案内片D′は、上記楔案内片Dよりも、上記係止部D2の厚さの分だけ短いものになっている。
On the other hand, the present inventor has already proposed a joint connection structure as shown in FIG. 21 (Japanese Patent Application No. 2004-008374).
In the figure, A is a pillar, B is a joint fitting having a window hole B 'for wedges, and C has a fitting portion for receiving the joint fitting B at its end, and crosses the fitting portion. It is a beam having a wedge window hole C ′ that opens on both side surfaces.
D and D 'are a pair of wedge guide pieces provided with wedge guide grooves D1 and D'1 on the inner surfaces facing each other (see FIG. 22), and the heights thereof are the above-mentioned wedge window holes B' and C '. Same as ′.
One of the wedge guide pieces D has the same length as the width of the beam C, and a locking portion D2 protrudes from the tip of the wedge guide piece D, and the wedge window hole B ′ of the joint fitting B is formed on the outer surface thereof. A longitudinal groove D3 is formed to engage with the edge (FIG. 22).
The other wedge guide piece D ′ is shorter than the wedge guide piece D by the thickness of the locking portion D2.

この楔案内片D,D′を用いた接合連繋構造は、上記柱Aに固定した接合金具Bとこれに嵌合部を嵌合させて乗載した梁Cの楔用窓孔B′,C′に、上記一対の楔案内片D,D′を装着し、これらの間に打込み横長楔Eを、上記楔案内溝D1,D′1に案内させながら打ち込むようにしたもので、これによれば、打込み横長楔Eが楔用窓孔C′の内面に直接摺接しないので、梁Cの楔用窓孔C′の内面に食い込みや変形を生じさせるようなことがなく、また、楔案内片Dが縦凹溝D3において接合金具Bの楔用窓孔B′の縁部に係合するとともに、係止部D2において楔案内片D′の先端を規制しているから、打込み横長楔Eの打込みにともなって楔案内片D,D′が、その打込み方向に一緒に移動し、楔用窓孔C′から外方に飛び出してしまうようなこともない。   The joint connection structure using the wedge guide pieces D, D ′ is a joint fitting B fixed to the column A and a wedge window hole B ′, C for a beam C mounted with a fitting portion fitted thereto. The pair of wedge guide pieces D and D ′ are mounted on the ′, and a laterally long wedge E is driven between them while being guided in the wedge guide grooves D1 and D′ 1. For example, the driven horizontally long wedge E does not slide directly on the inner surface of the wedge window hole C ′, so that the inner surface of the wedge window hole C ′ of the beam C does not bite or deform, and the wedge guide Since the piece D engages with the edge of the wedge window hole B ′ of the joint fitting B in the longitudinally recessed groove D3 and the tip of the wedge guide piece D ′ is regulated by the locking portion D2, the driven horizontally long wedge E The wedge guide pieces D and D ′ move together in the driving direction and jump out of the wedge window hole C ′. Migihitsuji thing no.

しかし、上記打込み横長楔Eは、その先端が係止部D2によって規制されるために、打込みストロークが一定に限られてしまうから、その打込み横長楔Eと、楔案内片D,D′とを予め正確な寸法にして製作しておく必要があり、また、一旦打ち込んだ打込み横長楔Eがのちに緩んだ場合の、再度の打込みに支障をきたす場合がある。   However, since the leading edge of the driven horizontal wedge E is restricted by the locking portion D2, the driving stroke is limited to a fixed value. Therefore, the driven horizontal wedge E and the wedge guide pieces D and D ′ are connected to each other. It is necessary to manufacture with an accurate dimension in advance, and there is a case that once the driven laterally long wedge E is later loosened, it may hinder the driving again.

一方、本発明者が上記特願2004-008374号において同時に提案したように、楔案内片Fの先端の係止部F1に打込み横長楔Eの先端を挿通させる孔F2を開設するようにすれば(図23)、打込みストロークが限られ、再度の打込みに支障をきたすようなことは防げる。
しかしながら、先端部に係止部F1を突設し、しかもそこに孔F2を開設した構造の楔案内片Fを製作することは、手間がかかりコストを引き上げてしまうことになっていた。
On the other hand, if the present inventor proposed at the same time in the above Japanese Patent Application No. 2004-008374, the hole F2 through which the tip of the horizontally long wedge E is inserted into the engaging portion F1 at the tip of the wedge guide piece F is opened. (FIG. 23) The driving stroke is limited, and it is possible to prevent the driving from being hindered again.
However, manufacturing the wedge guide piece F having a structure in which the locking portion F1 is protruded from the tip portion and the hole F2 is opened therein is time-consuming and increases the cost.

そこで本発明は、従来よりも製作が容易で製作コストを抑えることができ、かつ、打込み横長楔の打込みストロークが制限されることがなく、打込み横長楔が緩んだ場合には再度の打込みによる締め直しも可能な接合連繋構造の提供を目的とする。   Therefore, the present invention is easier to manufacture than the prior art, can reduce the manufacturing cost, and does not limit the driving stroke of the driven horizontal wedge, and when the driven horizontal wedge is loosened, it is tightened by driving again. The purpose is to provide a joint connection structure that can be repaired.

請求項1記載の本発明木造建築物における接合連繋構造は、柱に取り付けた接合金具に梁または桁の端部を嵌合し、その接合金具と梁または桁の楔用窓孔に楔案内片を装着し、その楔案内片に重合案内させながら打込み横長楔を打ち込むことにより、梁または桁全体を柱に向かって移動させ、梁または桁と柱を接合連繋している木造建築物における接合連繋構造において、楔用窓孔b′,c′に、内面に楔案内溝11,16,17,18を掘設し、外面に縦凹溝12を掘設した楔案内片d,g,j,m,oと、上記楔案内溝11,16,17,18に対向する内面に楔案内溝11′,16′,17′,18′を掘設し、外面に縦突条13を突出形成した楔案内片d′,g′,j′,m′,o′とを、上記縦凹溝12を接合金具bの楔用窓孔b′の孔縁b′1に嵌合させ、上記縦突条13を梁または桁cの嵌合縦溝8に嵌合させて装着し、この一対の楔案内片d,d′、g,g′、j,j′、m,m′、o,o′の間に、打込み横長楔e,i,k,n,pを上記楔案内溝11,11′、16,16′、17,17′、18,18′に案内させながら打ち込んでなる。   According to a first aspect of the present invention, there is provided a connecting structure in which the end of a beam or a girder is fitted to a joint fitting attached to a column, and a wedge guide piece is inserted into the joint fitting and the window hole for the wedge of the beam or girder. Is attached to the wedge guide piece, and the horizontal guide wedge is driven into the wedge guide piece to move the entire beam or girder toward the column, thereby connecting the beam or girder to the column. In the structure, wedge guide pieces d, g, j, in which wedge guide grooves 11, 16, 17, 18 are dug on the inner surface and vertical concave grooves 12 are dug on the outer surface of the window holes b ', c' for wedges. m, o and wedge guide grooves 11 ′, 16 ′, 17 ′, 18 ′ are dug on the inner surface facing the wedge guide grooves 11, 16, 17, 18, and the vertical ridges 13 are formed to protrude on the outer surface. The wedge guide pieces d ', g', j ', m', o 'are connected to the longitudinal groove 12 to the wedge window hole b of the fitting b. And the vertical protrusion 13 is fitted to the fitting vertical groove 8 of the beam or girder c and mounted, and this pair of wedge guide pieces d, d ', g, g' , J, j ′, m, m ′, o, o ′, the driven lateral wedges e, i, k, n, p are inserted into the wedge guide grooves 11, 11 ′, 16, 16 ′, 17, 17 ′. , 18 and 18 'while guiding.

請求項2記載の本発明木造建築物における接合連繋構造は、土台に取り付けた接合金具に柱の下端部を嵌合し、その接合金具と柱の下端部の楔用窓孔に楔案内片を装着し、その楔案内片に重合案内させながら打込み横長楔を打ち込むことにより、柱全体を土台に向かって下降させ、柱と土台を接合連繋している木造建築物における接合連繋構造において、楔用窓孔b′,c′に、内面に楔案内溝11,16,17,18を掘設し、外面に縦凹溝12を掘設した楔案内片d,g,j,m,oと、上記楔案内溝11,16,17,18に対向する内面に楔案内溝11′,16′,17′,18′を掘設し、外面に縦突条13を突出形成した楔案内片d′,g′,j′,m′,o′とを、上記縦凹溝12を接合金具bの楔用窓孔b′の孔縁b′1に嵌合させ、上記縦突条13を柱の嵌合縦溝8に嵌合させて装着し、この一対の楔案内片d,d′、g,g′、j,j′、m,m′、o,o′の間に、打込み横長楔e,i,k,n,pを上記楔案内溝11,11′、16,16′、17,17′、18,18′に案内させながら打ち込んでなる。   In the joining and linking structure of the present invention wooden structure according to claim 2, the lower end portion of the pillar is fitted to the joining fitting attached to the base, and the wedge guide piece is inserted into the joint window and the wedge window hole at the lower end portion of the pillar. In the joint connection structure in the wooden building where the entire column is lowered toward the base, and the pillar and the base are joined and connected, by mounting and guiding the wedge guide piece while superposing and driving the horizontal long wedge. Wedge guide pieces d, g, j, m, o in which wedge guide grooves 11, 16, 17, 18 are dug on the inner surface and vertical concave grooves 12 are dug in the outer surface of the window holes b ', c'; A wedge guide piece d 'in which wedge guide grooves 11', 16 ', 17', 18 'are dug in the inner surface facing the wedge guide grooves 11, 16, 17, 18 and the vertical ridges 13 are formed to protrude from the outer surface. , G ′, j ′, m ′, o ′ and the vertical groove 12 to the hole edge b′1 of the wedge window hole b ′ of the joint fitting b. Then, the vertical protrusions 13 are fitted and fitted in the fitting vertical grooves 8 of the pillars, and the pair of wedge guide pieces d, d ', g, g', j, j ', m, m', Between o and o ', the driven long wedges e, i, k, n, and p are driven while being guided in the wedge guide grooves 11, 11', 16, 16 ', 17, 17', 18, 18 '. Become.

請求項3記載の本発明は、一対の楔案内片d,d′、g,g′、j,j′、m,m′が、たがいに対向する内面に掘設している楔案内溝11,11′、16,16′、17,17′を、基端部9,9′を深く、先端部10,10′を浅くしている請求項1または2記載の木造建築物における接合連繋構造である。   According to the third aspect of the present invention, a pair of wedge guide pieces d, d ', g, g', j, j ', m, m' are formed in the wedge guide groove 11 formed in the inner surface facing each other. 11 ', 16, 16', 17, 17 ', the base end 9, 9' is deep, and the tip 10, 10 'is shallow. It is.

請求項4記載の本発明は、一対の楔案内片o,o′が、たがいに対向する内面に掘設している楔案内溝18,18′を、基端部9,9′から先端部10,10′にわたり同じ深さにしている請求項1,2または3記載の木造建築物における接合連繋構造である。   According to the present invention, a pair of wedge guide pieces o and o ′ are provided with wedge guide grooves 18 and 18 ′ formed in the inner surface facing each other, from the base end portions 9 and 9 ′ to the distal end portion. It is the joining connection structure in the wooden building of Claim 1, 2, or 3 made into the same depth over 10, 10 '.

請求項5記載の本発明は、一対の楔案内片d,d′、g,g′、j,j′、m,m′、o,o′および打込み横長楔e,i,k,n,pが木製、鉄等の金属製または合成樹脂製である請求項1,2,3または4記載の木造建築物における接合連繋構造である。   The present invention according to claim 5 is a pair of wedge guide pieces d, d ', g, g', j, j ', m, m', o, o 'and driven laterally long wedges e, i, k, n, 5. The joining and linking structure in a wooden building according to claim 1, wherein p is made of a metal such as wooden or iron or a synthetic resin.

本発明においては、一方の楔案内片d、g、j、m、oの縦凹溝12を接合金具bの芯板3の孔縁b′1に嵌合させるとともに、他方の楔案内片d′、g′、j′、m′、o′の縦突条13を梁,桁または柱の嵌合縦溝8に嵌合させているので、一対の楔案内片d,d′、g,g′、j,j′、m,m′、o,o′は従来のように、一方の先端部に係止部を突設して他方の先端を係止させるような構造とする必要がなく、その製作が容易で、製作コストを下げることができる。しかも、従来と同様に、打込み横長楔e,i,k,n,pを打ち込むのにともなって楔案内片d,d′、g,g′、j,j′、m,m′、o,o′が、その打込み方向に一緒に移動し、楔用窓孔c′から外方に飛び出してしまうようなことがない。   In the present invention, the longitudinal concave groove 12 of one wedge guide piece d, g, j, m, o is fitted into the hole edge b'1 of the core plate 3 of the joint fitting b, and the other wedge guide piece d. Since the longitudinal protrusions 13 of ', g', j ', m', o 'are fitted in the fitting longitudinal groove 8 of the beam, girder or column, a pair of wedge guide pieces d, d', g, It is necessary that g ′, j, j ′, m, m ′, o, and o ′ have a structure in which a locking portion protrudes from one tip portion and the other tip is locked as in the prior art. Therefore, the production is easy and the production cost can be reduced. In addition, as in the prior art, the wedge guide pieces d, d ', g, g', j, j ', m, m', o, and so on as the driven horizontally long wedges e, i, k, n, and p are driven. There is no case where o ′ moves together in the driving direction and jumps outward from the wedge window hole c ′.

また、打込み横長楔eは、楔案内片d,d′、g,g′、j,j′、m,m′、o,o′によって打込みを規制されてしまうことがないから、十分に打込みを行えるので、打込み横長楔e,i,k,n,pと楔案内片d,d′g,g′、j,j′、m,m′、o,o′とは、必ずしも従来ほど厳密な寸法に製作する必要がなく、この点からしても、容易かつ安価に製作できるものとなっている。
さらに、楔案内片d,d′g,g′、j,j′、m,m′、o,o′は、従来のもののように、先端部に係止部を設けていないから一旦打ち込んだ打込み横長楔e,i,k,n,pがのちに緩んだ場合にも、再度の打込みにより容易に締め直しをすることができるので、梁または桁cと柱aとの間(あるいは柱と土台との間)の接合連繋を設定どおり、緊密にしてかつ強固なものにできる。
Further, since the driven lateral wedge e is not restricted by the wedge guide pieces d, d ', g, g', j, j ', m, m', o, o ', it is driven sufficiently. Therefore, the driven long wedges e, i, k, n, and p and the wedge guide pieces d, d'g, g ', j, j', m, m ', o, and o' are not necessarily as strict as in the prior art. Therefore, it is possible to manufacture easily and inexpensively from this point.
Further, the wedge guide pieces d, d'g, g ', j, j', m, m ', o, o' are once driven because they do not have a locking portion at the tip as in the prior art. Even if the driven long wedges e, i, k, n, and p are later loosened, it can be easily retightened by driving again, so that the beam or beam c and the column a (or the column) The connection between the base and the base can be made tight and strong as set.

柱に取り付けた接合金具に梁または桁の端部を嵌合し、その接合金具と梁または桁の楔用窓孔に楔案内片を装着し、その楔案内片に重合案内させながら打込み横長楔を打ち込むことにより、梁または桁全体を柱に向かって移動させ、梁または桁と柱を接合連繋している木造建築物における接合連繋構造において、楔用窓孔b′,c′に、内面に楔案内溝11,16,17,18を掘設し、外面に縦凹溝12を掘設した楔案内片d,g,j,m,oと、上記楔案内溝11,16,17,18に対向する内面に楔案内溝11′,16′,17′,18′を掘設し、外面に縦突条13を突出形成した楔案内片d′,g′,j′,m′,o′とを、上記縦凹溝12を接合金具bの楔用窓孔b′の孔縁b′1に嵌合させ、上記縦突条13を梁または桁cの嵌合縦溝8に嵌合させて装着し、この一対の楔案内片d,d′、g,g′、j,j′、m,m′、o,o′の間に、打込み横長楔e,i,k,n,pを上記楔案内溝11,11′、16,16′、17,17′、18,18′に案内させながら打ち込んでなる木造建築物における接合連繋構造。   The end of the beam or girder is fitted to the joint fitting attached to the column, and a wedge guide piece is attached to the joint fitting and the window hole for the wedge of the beam or girder. In the joint connection structure in a wooden building in which the beam or the girder is moved toward the column and the beam or the girder and the column are joined and connected, the wedge window holes b 'and c' are formed on the inner surface. Wedge guide grooves d, g, j, m, o in which the wedge guide grooves 11, 16, 17, 18 are dug and the longitudinal concave grooves 12 are dug in the outer surface, and the wedge guide grooves 11, 16, 17, 18 Wedge guide grooves d ′, g ′, j ′, m ′, o in which wedge guide grooves 11 ′, 16 ′, 17 ′, 18 ′ are dug on the inner surface opposite to each other and the vertical ridges 13 are formed to protrude on the outer surface. ′ And the vertical groove 13 are fitted into the edge b′1 of the wedge window hole b ′ of the joint fitting b, and the vertical ridge 13 is connected to the beam or girder c. A pair of wedge guide pieces d, d ', g, g', j, j ', m, m', o, o 'is driven between the pair of wedge guide pieces 8 A joining and linking structure in a wooden building in which e, i, k, n, and p are driven while being guided in the wedge guide grooves 11, 11 ', 16, 16', 17, 17 ', 18, 18'.

第1実施例(図1〜7)
この実施例は、梁と柱の接合連繋構造に係り、それは、概括的には、柱aに取り付けた接合金具bに、梁cの端部を嵌合支持させるとともに、その接合金具bの楔用窓孔b′と梁cの端部の楔用窓孔c′とに装着した一対の木製の楔案内片d,d′の間に同じく木製の打込み横長楔eを打ち込むことにより、上記接合金具bを介し、柱aと梁cとを緊密にしてかつ強固に接合連繋するもので、この一対の楔案内片d,d′の間に打込み横長楔eを打ち込んでいることをもっとも重要な点としている。
上記接合金具bは、起立板1と底板2とでL形をなすとともに、これら起立板1の内面と底板2の上面との間に芯板3を設立固定し、その芯板3の略中央に方形の上記楔用窓孔b′を開設している。
1st Example (FIGS. 1-7)
This embodiment relates to a joint connection structure of a beam and a column, which generally includes a fitting b attached to the column a fitting and supporting an end of the beam c, and a wedge of the fitting b. The above-described joining is achieved by driving a wooden driven horizontal wedge e between a pair of wooden wedge guide pieces d, d 'mounted in the window hole b' for wedge and the window window for wedge c at the end of the beam c. The pillar a and the beam c are tightly and firmly joined and connected via the metal fitting b, and it is most important that the laterally long wedge e is driven between the pair of wedge guide pieces d and d ′. A point.
The joining metal piece b is L-shaped with the upright plate 1 and the bottom plate 2, and a core plate 3 is established and fixed between the inner surface of the upright plate 1 and the upper surface of the bottom plate 2. The wedge window hole b ′ having a square shape is opened.

この接合金具bは、柱aの側面所要位置に掘設形成した浅底凹処4に上記起立板1を嵌合し、複数組のボルト5とナット6とにより、柱aにしっかりと取付け固定される。   The joining metal fitting b is fitted and fixed to the pillar a with a plurality of bolts 5 and nuts 6 by fitting the upright plate 1 into a shallow recess 4 formed in a required position on the side surface of the pillar a. Is done.

上記梁cは、その端部の下面c1に、接合金具bの底板2を受入するのに必要なそれと略同形,同大の浅底凹処7を掘削形成するとともに、該端部の(梁cの長軸線に沿う)中央には、接合金具bの芯板3を受入するのに必要なそれと略同形,同大の嵌合縦溝8を、上記端部の端面c2と上面c3および上記浅底凹処7に連通開口する状態にして掘削形成している。
また、梁cは、その端部の両側の側面c4,c5に開口する、上記楔用窓孔b′と同形,同大でかつ筒孔状の楔用窓孔c′を、上記嵌合縦溝8を横断する状態において掘削形成している。
The beam c is formed by excavating a shallow concave portion 7 having the same shape and the same size as that required for receiving the bottom plate 2 of the joint fitting b on the lower surface c1 of the end portion. In the center (along the major axis of c), a fitting vertical groove 8 having substantially the same shape and the same size as that required for receiving the core plate 3 of the joint metal fitting b is provided. The excavation is performed in a state where the shallow bottom recess 7 is open to communicate with.
The beam c has a wedge window hole c ′ having the same shape and the same size as the wedge window hole b ′, which opens on the side surfaces c4 and c5 on both sides of the end portion thereof, and the fitting vertical direction. Excavation is formed in a state of crossing the groove 8.

この梁cは、柱aに取付け固定されている上記接合金具bに対し、浅底凹処7を底板2に嵌合するとともに嵌合縦溝8を芯板3に嵌合し、かつ、楔用窓孔c′を楔用窓孔b′に略一致させた状態で、乗載支持される。   The beam c has a shallow recess 7 fitted to the bottom plate 2 and a fitting vertical groove 8 fitted to the core plate 3 with respect to the joint fitting b fixedly attached to the column a, and a wedge. It is mounted and supported in a state in which the window hole for c ′ is substantially aligned with the window hole for wedge b ′.

このとき、梁cの端面c2は柱aの対向側面との間および接合金具bの起立板1の内面との間に隙間f1を空け、また、梁cの浅底凹処7の柱aから遠い側の内面は接合金具bの底板2の端面との間に隙間f2を空けた状態となる。また、接合金具bの芯板3に形成された上記楔用窓孔b′の柱aから遠い側の孔縁b′1は、梁cの楔用窓孔c′内に少し突出し、反対に柱aに近い側の孔縁b′2は、楔用窓孔c′外に位置する状態になり、梁cの嵌合縦溝8の内奥部と上記芯板3の後端3′との間には隙間f3を空けた状態になる(図2)。   At this time, a gap f1 is formed between the end surface c2 of the beam c and the opposite side surface of the column a and the inner surface of the upright plate 1 of the joint metal b, and from the column a of the shallow recess 7 of the beam c. The inner surface on the far side is in a state where a gap f2 is left between the end surface of the bottom plate 2 of the joint fitting b. Further, the hole edge b'1 on the side farther from the pillar a of the wedge window hole b 'formed in the core plate 3 of the joint fitting b slightly protrudes into the wedge window hole c' of the beam c, on the contrary. The hole edge b'2 on the side close to the column a is positioned outside the wedge window hole c ', and the inner back portion of the fitting vertical groove 8 of the beam c and the rear end 3' of the core plate 3 A gap f3 is left in between (FIG. 2).

次に、上記楔案内片d,d′と打込み横長楔eについて説明する。
楔案内片d,d′は、長さLを梁cの幅員(側面c4,c5間)と略同じにするとともに、高さhを楔用窓孔b′および楔用窓孔c′の高さと略同じにし、幅wを高さhの略2分の1とした木製の直方体であり、たがいに対向する垂直内面の対応する位置には、基端部9,9′側から先端部10,10′側まで高さ(幅)h′を同じにし、基端部9,9′側を深く、先端部10,10′側を浅くした断面凹形の楔案内溝11,11′を掘設している。
Next, the wedge guide pieces d and d 'and the driven long wedge e will be described.
The wedge guide pieces d and d 'have a length L substantially the same as the width of the beam c (between the side surfaces c4 and c5), and a height h that is the height of the wedge window hole b' and the wedge window hole c '. The width w is approximately half of the height h, and the corresponding position of the vertical inner surface facing each other is located at the corresponding position on the base end 9, 9 ′ side to the tip 10. , 10 ′ side, the same height (width) h ′, the base end portion 9, 9 ′ side is deep, the front end portion 10, 10 ′ side is shallow, wedge-shaped guide groove 11, 11 ′ having a concave cross section Has been established.

また、楔案内片dは、外面の長手方向中央に縦凹溝12を掘設しており、楔案内片d′は、その外面の長手方向中央に縦突条13を突出形成している。   Further, the wedge guide piece d has a longitudinal groove 12 formed in the center in the longitudinal direction of the outer surface, and the wedge guide piece d ′ has a longitudinal protrusion 13 protruding from the center in the longitudinal direction of the outer surface.

このように、楔案内片dは、従来の楔案内片D,Fがその先端部に突設していた係止部D2,F1に相当するものを有しない構造であるから、簡単に製作でき、従来に比べて低コストで製作できる。   As described above, the wedge guide piece d has a structure that does not have the structure corresponding to the locking portions D2 and F1 of the conventional wedge guide pieces D and F protruding from the tip thereof, and thus can be easily manufactured. It can be manufactured at a lower cost than the conventional one.

打込み横長楔eは、楔案内片d,d′の長さLよりも、したがってまた梁cの幅員よりも十分に長い所要の長さを有し、断面が方形で、その高さh″については、基端部14から先端部15の全長にわたり上記楔案内溝11,11′の高さ(幅)h′と略同じにし、幅については、基端部14側の幅w1よりも先端部15側の幅w2を細くした先細の木製角棒状をなすものである。   The driven lateral wedge e has a required length that is sufficiently longer than the length L of the wedge guide pieces d, d 'and therefore also the width of the beam c, and has a square cross section with respect to its height h ″. Is substantially the same as the height (width) h 'of the wedge guide grooves 11, 11' from the base end portion 14 to the entire length of the tip end portion 15, and the width is more than the width w1 on the base end portion 14 side. It forms a tapered wooden square bar shape with a width w2 on the 15th side narrowed.

これら楔案内片d,d′と打込み横長楔eは、上記のように柱aに取付け固定した接合金具bに梁cを乗載支持したところで、楔用窓孔c′と楔用窓孔b′に装着され、これによって、柱aと梁cとを接合金具bを介し緊密にしてかつ強固に接合連繋するものである。   The wedge guide pieces d and d 'and the driven laterally long wedge e are arranged such that the wedge window hole c' and the wedge window hole b are located when the beam c is mounted on and supported by the joint bracket b attached and fixed to the column a as described above. Thus, the column a and the beam c are tightly connected to each other through the joint fitting b and are firmly connected.

それにはまず、楔案内片d,d′を、たがいの楔案内溝11,11′を対向させた状態(図6,7)で、一緒にあるいは個別に楔用窓孔c′および楔用窓孔b′に挿入し、楔案内片dの縦凹溝12を、接合金具bの芯板3の孔縁b′1(前記のように梁cの楔用窓孔c′内に少し突出している)に嵌合させるとともに、楔案内片d′の縦突条13を梁cの嵌合縦溝8の、楔用窓孔c′の外の位置に嵌合させる(図2)。このとき、楔案内片d′の縦突条13と、上記接合金具bの芯板3の、楔用窓孔b′の柱aに近い側の孔縁b′2との間には、隙間f4が空いた状態になる。   For this purpose, first, the wedge guide pieces d and d 'are placed together or individually with the wedge guide grooves 11 and 11' facing each other (FIGS. 6 and 7). The longitudinal groove 12 of the wedge guide piece d is inserted into the hole b 'and slightly protrudes into the hole edge b'1 of the core plate 3 of the joint fitting b (as described above, into the wedge window hole c' of the beam c). And the vertical protrusion 13 of the wedge guide piece d 'is fitted to a position outside the wedge window hole c' in the fitting vertical groove 8 of the beam c (FIG. 2). At this time, there is a gap between the vertical protrusion 13 of the wedge guide piece d 'and the hole edge b'2 on the side of the core plate 3 of the joint fitting b on the side close to the pillar a of the wedge window hole b'. f4 becomes free.

その後、打込み横長楔eを、楔案内片d,d′の基端部9,9′から楔案内溝11,11′に打ち込む。この打ち込みにより、梁c全体が、接合金具bの芯板3に沿い柱aに向かって、前記隙間f1〜f4を縮小しながら徐々に前進移動し、ついには端面c2を柱aの側面に圧接する。
圧接が完全な状態となったとき、梁cの側面c4,c5から外方に突出している打込み横長楔eの基端部14と先端部15(図3)を鋸で切断除去する。
Thereafter, the driven long wedge e is driven into the wedge guide grooves 11, 11 'from the base end portions 9, 9' of the wedge guide pieces d, d '. By this driving, the whole beam c gradually moves forward while reducing the gaps f1 to f4 along the core plate 3 of the joint metal fitting b, and finally presses the end surface c2 against the side surface of the column a. To do.
When the pressure contact is complete, the proximal end portion 14 and the distal end portion 15 (FIG. 3) of the driven horizontal wedge e protruding outward from the side surfaces c4 and c5 of the beam c are cut and removed with a saw.

本実施例においては、打込み横長楔eが、楔案内片d,d′の楔案内溝11,11′に案内されながら打ち込まれ、柱aに近い側の楔案内片d′を介し、梁c全体を前進移動させるので、打込み横長楔eが梁cの楔用窓孔c′の内面に食い込みや変形を生じさせるようなことがない。
また、楔案内片dの縦凹溝12は、接合金具bの芯板3の孔縁b′1に嵌合され、楔案内片d′の縦突条13は、梁cの嵌合縦溝8に嵌合されているので、打込み横長楔eを楔案内溝11,11′に沿って打ち込むのにともなって楔案内片d,d′が、その打込み方向に一緒に移動し、楔用窓孔c′から外方に飛び出してしまうようなこともない。
In this embodiment, the driven laterally long wedge e is driven while being guided in the wedge guide grooves 11 and 11 'of the wedge guide pieces d and d', and the beam c is passed through the wedge guide piece d 'on the side close to the column a. Since the whole is moved forward, the driven horizontally long wedge e does not bite or deform the inner surface of the wedge window hole c ′ of the beam c.
Further, the vertical concave groove 12 of the wedge guide piece d is fitted into the hole edge b'1 of the core plate 3 of the joint fitting b, and the vertical protrusion 13 of the wedge guide piece d 'is fitted to the vertical groove 13 of the beam c. 8, the wedge guide pieces d and d ′ move together in the driving direction as the driven horizontal wedge e is driven along the wedge guide grooves 11 and 11 ′. There is no possibility of jumping out of the hole c ′.

しかも、楔案内片d,d′が、従来の楔案内片D,Fの係止部D2,F1に相当するものを有していないので、打込み横長楔eは、楔案内片d,d′によって打込みを規制されてしまうことがないから、十分に打込みを行え、したがって、打込み横長楔eと楔案内片d,d′とは、必ずしも従来ほど厳密な寸法に製作する必要がなく、容易かつ安価に製作できる。
さらに、一旦打ち込んだ打込み横長楔eがのちに緩んだ場合には、再度の打込みにより容易に締め直しをすることができる。
In addition, since the wedge guide pieces d and d 'do not have the equivalent to the engaging portions D2 and F1 of the conventional wedge guide pieces D and F, the driven laterally long wedge e has the wedge guide pieces d and d'. Therefore, it is not necessary to manufacture the laterally long wedge e and the wedge guide pieces d and d ′ to be as precise as in the prior art. Can be manufactured at low cost.
Furthermore, when the driven laterally long wedge e that has been once loosened later, it can be easily retightened by re-implanting.

したがって、梁cと柱aとの間を緊密にしてかつ強固に接合連繋できる。   Therefore, the beam c and the column a can be tightly connected and firmly connected.

第2実施例(図8〜14)
この実施例は、一対の楔案内片および打込み横長楔が金属製であることと、その構造を異にする点があることにおいて、上記第1実施例と相違するが、その他の点は、同第1実施例と同様であるので、共通部分については同じ符号を付して説明を省略し、以下には相違点に関してだけ説明する。
2nd Example (FIGS. 8-14)
This embodiment is different from the first embodiment in that the pair of wedge guide pieces and the driven horizontally long wedge are made of metal and has a different structure, but the other points are the same. Since it is the same as that of the first embodiment, common portions are denoted by the same reference numerals and description thereof is omitted, and only differences will be described below.

楔案内片gは、長さLを梁cの幅員(側面c4,c5間)と略同じにするとともに、高さhを楔用窓孔b′および楔用窓孔c′の高さと略同じにし、幅wを高さhの略2分の1とした鉄等の金属製の直方体であり、基端部9側から先端部10側まで高さ(幅)h′を同じにし、基端部9側を深く、先端部10側を浅くし、かつ内面を粗面とする断面凹形の楔案内溝11を掘設するとともに、外面の長手方向中央に縦凹溝12を掘設している。   The wedge guide piece g has a length L that is substantially the same as the width of the beam c (between the side surfaces c4 and c5), and a height h that is substantially the same as the height of the wedge window hole b 'and the wedge window hole c'. A rectangular parallelepiped made of metal, such as iron, having a width w of approximately one half of the height h, and having the same height (width) h ′ from the proximal end 9 side to the distal end 10 side, A wedge guide groove 11 having a concave section with a deeper portion 9 side, a shallower tip portion 10 side, and a rough inner surface is dug, and a longitudinal groove 12 is dug in the center of the outer surface in the longitudinal direction. Yes.

また、楔案内片g′は、長さL,高さhおよび幅wを上記楔案内片gと同じにした鉄等の金属製の直方体であり、基端部9′側から先端部10′側まで高さ(幅)h′を同じにし、基端部9′側を深く、先端部10′側を浅くし、かつ内面を粗面とする断面凹形の楔案内溝11′を掘設している。
また、外面の長手方向中央には、縦突条13を突出形成している。
The wedge guide piece g ′ is a rectangular parallelepiped made of metal such as iron having the same length L, height h, and width w as the wedge guide piece g, and the distal end portion 10 ′ from the base end portion 9 ′ side. A wedge guide groove 11 'having a concave cross section with the same height (width) h', a deep base end 9 ', a shallow front end 10', and a rough inner surface is doing.
Further, a longitudinal ridge 13 is formed to protrude in the center in the longitudinal direction of the outer surface.

打込み横長楔iは、その長さを楔案内片g,g′の長さLと同じにするとともに、断面が方形で、その高さh″については、基端部14から先端部15の全長にわたり上記楔案内溝11,11′の高さ(幅)h′と略同じにするが、幅については、基端部14側の幅w1よりも先端部15側の幅w2を細くし、かつ周面を粗面とする先細の鉄等の金属製角棒状をなすものである。   The laterally long wedge i to be driven has the same length as the length L of the wedge guide pieces g and g ′, has a square cross section, and the height h ″ is the entire length from the proximal end portion 14 to the distal end portion 15. Is substantially the same as the height (width) h 'of the wedge guide grooves 11, 11', but the width w2 on the distal end portion 15 side is narrower than the width w1 on the proximal end portion 14 side, and It is in the shape of a square bar made of metal such as tapered iron with a rough surface.

これら楔案内片g,g′と打込み横長楔iは、柱aに取付け固定した接合金具bに梁cを乗載支持したところで、それらの楔用窓孔c′と楔用窓孔b′に装着され、これによって、柱aと梁cとを接合金具bを介し緊密にしてかつ強固に接合連繋するものである。   The wedge guide pieces g and g 'and the driven long wedge i are mounted on and supported by the joint fitting b fixed to the column a and the beam c is placed on the wedge window hole c' and the wedge window hole b '. In this way, the pillar a and the beam c are tightly connected to each other via the joint fitting b and are firmly joined and connected.

それにはまず、楔案内片g,g′を、たがいの楔案内溝11,11′を対向させた状態(図13,14)で、一緒にあるいは個別に楔用窓孔c′および楔用窓孔b′に挿入し、楔案内片gの縦凹溝12を、接合金具bの芯板3の孔縁b′1(前記のように梁cの楔用窓孔c′内に少し突出している)に嵌合させるとともに、楔案内片g′の縦突条13を梁cの嵌合縦溝8の、楔用窓孔c′の外の位置に嵌合させる(図8)。このとき、楔案内片g′の縦突条13と、上記接合金具bの芯板3の、楔用窓孔b′の柱aに近い側の孔縁b′2との間には、隙間f4が空いた状態になる。   For this purpose, first, the wedge guide pieces g and g 'are placed together or individually with the wedge guide grooves 11 and 11' facing each other (FIGS. 13 and 14). The longitudinal groove 12 of the wedge guide piece g is inserted into the hole b ′ and slightly protrudes into the hole edge b′1 of the core plate 3 of the joint fitting b (as described above, into the wedge window hole c ′ of the beam c). And the vertical protrusion 13 of the wedge guide piece g ′ is fitted to the position of the fitting vertical groove 8 of the beam c outside the wedge window hole c ′ (FIG. 8). At this time, there is a gap between the vertical protrusion 13 of the wedge guide piece g ′ and the hole edge b′2 on the side close to the column a of the wedge window hole b ′ of the core plate 3 of the joint fitting b. f4 becomes free.

その後、打込み横長楔iを、楔案内片g,g′の基端部9,9′側から楔案内溝11,11′に打ち込む。この打ち込みにより、梁c全体が、接合金具bの芯板3に沿い柱aに向かって、前記隙間f1〜f4を縮小しながら徐々に前進移動し、ついには端面c2を柱aの側面に圧接する。
圧接が完全な状態となったとき、基端部14が、その端面を、楔案内片g,g′の基端9,9′の端面、したがってまた梁cの側面c4と面一にするように、関係各部を設計してある(図9)。
Thereafter, the driven laterally long wedge i is driven into the wedge guide grooves 11, 11 ′ from the base end portions 9, 9 ′ of the wedge guide pieces g, g ′. By this driving, the whole beam c gradually moves forward while reducing the gaps f1 to f4 along the core plate 3 of the joint metal fitting b, and finally presses the end surface c2 against the side surface of the column a. To do.
When the pressure contact is complete, the base end portion 14 has its end face flush with the end faces of the base ends 9, 9 'of the wedge guide pieces g, g', and therefore also the side face c4 of the beam c. In addition, each related part is designed (FIG. 9).

本実施例においても、第1実施例と同じように、打込み横長楔iが、楔案内片g,g′の楔案内溝11,11′に案内されながら打ち込まれ、柱aに近い側の楔案内片g′を介し、梁c全体を前進移動させる。
したがって、打込み横長楔iが梁cの楔用窓孔c′の内面に食い込みや変形を生じさせるようなことがない。
Also in this embodiment, as in the first embodiment, the driven horizontally long wedge i is driven while being guided by the wedge guide grooves 11 and 11 'of the wedge guide pieces g and g', and the wedge closer to the pillar a is placed. The entire beam c is moved forward through the guide piece g ′.
Therefore, the driven long wedge i does not bite or deform the inner surface of the wedge window hole c ′ of the beam c.

また、楔案内片gの縦凹溝12を接合金具bの芯板3の孔縁b′1に嵌合させるとともに、楔案内片g′の縦突条13を梁cの嵌合縦溝8に嵌合させているので、打込み横長楔iを楔案内溝11,11′に沿って打ち込むのにともなって楔案内片g,g′が、その打込み方向に一緒に移動し、楔用窓孔c′から外方に飛び出してしまうようなこともない。   Further, the vertical concave groove 12 of the wedge guide piece g is fitted into the hole edge b′1 of the core plate 3 of the joint metal b, and the vertical protrusion 13 of the wedge guide piece g ′ is fitted to the fitting vertical groove 8 of the beam c. The wedge guide pieces g and g 'move together in the driving direction as the driven horizontal wedge i is driven along the wedge guide grooves 11 and 11', so that the wedge window hole There is no such thing as jumping out of c '.

したがって、梁cと柱aとの間の接合連繋を設定どおり、緊密にしてかつ強固に接合連繋できる。特に、楔案内片g,g′の楔案内溝11,11′の内面および打込み横長楔iの周面を粗面としているので、たがいの摩擦抵抗が大きく、地震等で当該木造建築物が振動することがあっても、不用意に弛緩するようなおそれはないものである。
また、楔案内片d,d′が、従来の楔案内片D,Fの係止部D2,F1に相当するものを有しておらず、打込み横長楔iは、楔案内片g,g′によって打込みを規制されてしまうことがないから、一旦打ち込んだ打込み横長楔iがのちに緩んだ場合には、再度の打込みにより容易に締め直しをすることができる。
Therefore, the connection connection between the beam c and the column a can be tightly and firmly connected as set. In particular, since the inner surfaces of the wedge guide grooves 11, 11 'of the wedge guide pieces g, g' and the peripheral surface of the driven long wedge i are roughened, the frictional resistance of the wedge is large, and the wooden building vibrates due to an earthquake or the like. There is no risk of inadvertent relaxation even if it happens.
Further, the wedge guide pieces d and d 'do not have the equivalent to the engaging portions D2 and F1 of the conventional wedge guide pieces D and F, and the driven long wedge i is a wedge guide piece g, g'. Therefore, in the case where the driven horizontally long wedge i is later loosened, the driving can be easily retightened by driving again.

図15,16は、第2実施例における上記楔案内片g,g′と打込み横長楔iの第1変形例を示している。
この変形例に係る楔案内片j,j′は、たがいの内面に形成した楔案内溝16,16′が、断面>,<形をなしていることにおいて、第2実施例の楔案内片g,g′の楔案内溝11,11′が断面凹形であるのと相違し、また、この変形例に係る打込み横長楔kは、その断面が菱形をなしていることにおいて、第2実施例の打込み横長楔iが断面方形であるのと相違し、その他の点は、第2実施例の楔案内片g,g′と打込み横長楔iと変わらない。
そこで、同じ構造部分については、説明を省略し、同じ符合を付しておくだけとする。
FIGS. 15 and 16 show a first modification of the wedge guide pieces g and g ′ and the driven horizontally long wedge i in the second embodiment.
The wedge guide pieces j and j 'according to this modification are configured so that the wedge guide grooves 16 and 16' formed on the inner surface of the ratchet have a cross-section> and <shape. , G ′ wedge guide grooves 11, 11 ′ are different from the concave cross section, and the driven horizontal wedge k according to this modified example has a rhombus cross section. Unlike the wedge guide pieces g, g ′ and the driven horizontal wedge i of the second embodiment, the driven horizontal wedge i is different from the horizontal wedge i of FIG.
Therefore, description of the same structural portion is omitted, and only the same reference numerals are given.

図17,18は、第2実施例における上記楔案内片g,g′と打込み横長楔iの第2変形例を示している。
この変形例に係る楔案内片m,m′は、外周面が半円形をなし、その内面に形成された楔案内溝17,17′が断面弧状をなしていることにおいて、第2実施例の楔案内片g,g′の外周面が角形で、楔案内溝11,11′が凹形であるのと相違し、また、この変形例に係る打込み横長楔nは、その断面が横向き楕円形をなしていることにおいて、第2実施例の打込み横長楔iが断面方形であるのと相違し、その他の点は、第2実施例の楔案内片g,g′と打込み横長楔iと変わらない。
そこで、同じ構造部分については、説明を省略し、同じ符合を付しておくだけとする。
FIGS. 17 and 18 show a second modification of the wedge guide pieces g and g ′ and the driven horizontally long wedge i in the second embodiment.
The wedge guide pieces m and m 'according to this modification have a semicircular outer peripheral surface and wedge guide grooves 17 and 17' formed on the inner surface of the wedge guide pieces m and m 'in the second embodiment. The wedge guide pieces g and g 'have a rectangular outer peripheral surface and the wedge guide grooves 11 and 11' have a concave shape. Further, the driven laterally long wedge n according to this modified example has a laterally elliptical cross section. Is different from the driven lateral wedge i of the second embodiment in that it has a square cross section, and the other points are different from the wedge guide pieces g and g 'of the second embodiment and the driven lateral wedge i. Absent.
Therefore, description of the same structural portion is omitted, and only the same reference numerals are given.

なお、この第2変形例に係る楔案内片m,m′および打込み横長楔nを採用するに当たっては、前記接合金具bの楔用窓孔b′の形状および梁cの楔用窓孔c′の楔用窓孔b′の形状を、楔案内片m,m′の外周面に一致する円形にし、たがいがの収まりが適合するようにしておくものである。   In adopting the wedge guide pieces m, m 'and the driven long wedge n according to the second modification, the shape of the wedge window hole b' of the joint fitting b and the wedge window hole c 'of the beam c are used. The shape of the wedge window hole b 'is made circular so as to match the outer peripheral surface of the wedge guide pieces m and m' so that the accommodation of the horns fits.

図19,20は、第2実施例における上記楔案内片g,g′と打込み横長楔iの第3変形例を示している。
この変形例に係る楔案内片o,o′は、長さLを第2実施例の楔案内片g,g′と同じにするとともに、高さhを楔用窓孔b′および楔用窓孔c′の高さと略同じにし、幅wを高さhの略2分の1とした鉄等の金属製の直方体であること、楔案内片oが、外面の長手方向中央に縦凹溝12を掘設し、楔案内片o′が外面の長手方向中央に縦突条13を突出形成していることにおいては、第2実施例の楔案内片g,g′と同じである。
FIGS. 19 and 20 show a third modification of the wedge guide pieces g and g ′ and the driven horizontally long wedge i in the second embodiment.
The wedge guide pieces o and o 'according to this modification have the same length L as the wedge guide pieces g and g' of the second embodiment, and the height h is the wedge window hole b 'and the wedge window. It is substantially the same as the height of the hole c ′ and is a rectangular parallelepiped made of metal such as iron having a width w of approximately one half of the height h, and the wedge guide piece o is a longitudinally concave groove in the center in the longitudinal direction of the outer surface. 12 is dug, and the wedge guide piece o ′ has a longitudinal protrusion 13 protruding from the center in the longitudinal direction of the outer surface, which is the same as the wedge guide pieces g and g ′ of the second embodiment.

この変形例に係る楔案内片o,o′は、第2実施例の楔案内片g,g′と相違し、その内面に形成した楔案内溝18,18′が、基端部9から先端部10までの全長にわたり深さを同じに掘設形成されている点を異にするが、その他の点については第2実施例の楔案内片g,g′と同じにしている。   The wedge guide pieces o, o ′ according to this modification are different from the wedge guide pieces g, g ′ of the second embodiment, and the wedge guide grooves 18, 18 ′ formed on the inner surface of the wedge guide pieces, The difference is that the depths are dug and formed over the entire length up to the portion 10, but the other points are the same as the wedge guide pieces g and g 'of the second embodiment.

また、この変形例に係る打込み横長楔pは、長さおよび高さを第2実施例の打込み横長楔iの長さと同じにするが、幅w3については、全長にわたり同じにし、僅かに先端部15の辺縁を面取り加工した鉄等の金属製角棒状をなすものである。   Further, the driven lateral wedge p according to this modification has the same length and height as the length of the driven lateral wedge i of the second embodiment, but the width w3 is the same over the entire length, and the tip part is slightly It forms a metal square bar shape such as iron with 15 edges chamfered.

これら楔案内片o,o′と打込み横長楔pもまた、第2実施例の楔案内片g,g′と打込み横長楔iの場合と同じように、柱aに取付け固定した接合金具bに梁cを乗載支持したところで、それらの楔用窓孔c′と楔用窓孔b′に装着することによって、梁c全体が、接合金具bに沿い柱aに向かって、前記隙間f1〜f4を縮小しながら徐々に前進移動し、ついには端面c2を柱aの側面に圧接させるものである。   The wedge guide pieces o and o ′ and the driven horizontal wedge p are also attached to the joint metal fitting b fixed to the column a as in the case of the wedge guide pieces g and g ′ and the driven horizontal wedge i of the second embodiment. When the beam c is mounted and supported, it is mounted on the wedge window hole c ′ and the wedge window hole b ′ so that the entire beam c extends along the joint metal fitting b toward the column a and the gaps f1 to f1. It gradually moves forward while reducing f4, and finally presses the end face c2 against the side face of the pillar a.

以上第1,2実施例、および第2実施例に係る楔案内片と打込み横長楔の第1〜3変形例は、柱aと梁cとを接合連繋する場合について説明したが、本発明は、柱と桁との接合連繋に適用できるのはもちろん、接合金具bを土台(図示していない)に取付け、その接合金具bに柱aの下端部を嵌合する構造とすることによって、土台と柱を接合連繋する場合にも同様に適用できる。   In the first and second embodiments, and the first to third modifications of the wedge guide piece and the driven horizontally long wedge according to the second embodiment, the case where the column a and the beam c are joined and connected has been described. Of course, it can be applied to the joint connection between the pillar and the girder, and the base is provided by attaching the joint bracket b to the base (not shown) and fitting the lower end of the pillar a to the joint bracket b. It can be similarly applied to the case where the column is joined and connected.

また、一対の楔案内片d,d′、g,g′、j,j′、m,m′、o,o′および打込み横長楔e,i,k,n,pについては、これらを、木製、鉄等の金属製または合成樹脂製とすることができ、特に、第1実施例においては、楔案内片d,d′および打込み横長楔eを木製の場合に関して説明したが、楔案内片d,d′だけを金属製または合成樹脂製としてもよい。   Further, for a pair of wedge guide pieces d, d ', g, g', j, j ', m, m', o, o 'and driven horizontal wedges e, i, k, n, p, It can be made of a metal such as wooden, iron, or a synthetic resin. In particular, in the first embodiment, the wedge guide pieces d and d 'and the driven horizontal wedge e have been described with respect to a wooden case. Only d and d 'may be made of metal or synthetic resin.

本発明の第1実施例に係る梁と柱の接合連繋構造の分解状態の斜視図である。It is a perspective view of the decomposition | disassembly state of the joint connection structure of the beam and column which concerns on 1st Example of this invention. 第1実施例に係る梁と柱の接合連繋構造において、一対の楔案内片の間に打込み横長楔を打ち込もうとしている状態の横断平面図である。FIG. 3 is a cross-sectional plan view showing a state in which a laterally long wedge is about to be driven between a pair of wedge guide pieces in the beam-column joint structure according to the first embodiment. 図2における打込み横長楔の打ち込みを終えた状態の横断平面図である。FIG. 3 is a cross-sectional plan view showing a state where driving of the driven horizontally long wedge in FIG. 2 is finished. 図3における打込み横長楔の突出基端と先端を切除し終えた状態の側面図である。FIG. 4 is a side view of a state in which the protruding proximal end and the distal end of the driven lateral wedge in FIG. 3 have been cut off. 第1実施例の一対の楔案内片と打込み横長楔の斜視図である。FIG. 3 is a perspective view of a pair of wedge guide pieces and a driven horizontally long wedge according to the first embodiment. 上記一対の楔案内片の横断平面と打込み横長楔の平面を示す図である。It is a figure which shows the crossing plane of a pair of said wedge guide piece, and the plane of a driving | running | working horizontally long wedge. 同じく一対の楔案内片と打込み横長楔の平面図である。It is a top view of a pair of wedge guide piece and a driving | running | working horizontally long wedge similarly. 本発明の第2実施例に係る梁と柱の接合連繋構造において、一対の楔案内片の間に打込み横長楔を打ち込もうとしている状態の横断平面図である。FIG. 9 is a cross-sectional plan view showing a state where a laterally long wedge is about to be driven between a pair of wedge guide pieces in the beam-column joint connection structure according to the second embodiment of the present invention. 図8における打込み横長楔の打ち込みを終えた状態の横断平面図である。It is a cross-sectional top view of the state which finished driving | running of the driving | running | working horizontal long wedge in FIG. 同上の側面図である。It is a side view same as the above. 第2実施例の一対の楔案内片と打込み横長楔の斜視図である。It is a perspective view of a pair of wedge guide piece and driving | running | working horizontally long wedge of 2nd Example. 同じく第2実施例の一対の楔案内片と打込み横長楔の斜視図である。Similarly, it is a perspective view of a pair of wedge guide pieces and a driven horizontally long wedge according to the second embodiment. 上記一対の楔案内片の横断平面と打込み横長楔の平面を示す図である。It is a figure which shows the crossing plane of a pair of said wedge guide piece, and the plane of a driving | running | working horizontally long wedge. 同じく上記一対の楔案内片と打込み横長楔の平面図である。It is a top view of a pair of said wedge guide piece and a driving | running | working horizontally long wedge similarly. 第2実施例の上記楔案内片の第1変形例である一対の楔案内片と打込み横長楔の斜視図である。It is a perspective view of a pair of wedge guide pieces and a driving | running | working horizontally long wedge which are the 1st modifications of the said wedge guide piece of 2nd Example. 同じく上記一対の楔案内片と打込み横長楔の斜視図である。Similarly, it is a perspective view of the pair of wedge guide pieces and the driven horizontally long wedge. 第2実施例の上記楔案内片の第2変形例である一対の楔案内片と打込み横長楔の斜視図である。It is a perspective view of a pair of wedge guide pieces and a driving | running | working horizontally long wedge which are the 2nd modifications of the said wedge guide piece of 2nd Example. 同じく上記一対の楔案内片と打込み横長楔の斜視図である。Similarly, it is a perspective view of the pair of wedge guide pieces and the driven horizontally long wedge. 第2実施例の上記楔案内片の第3変形例である一対の楔案内片と打込み横長楔の斜視図である。It is a perspective view of a pair of wedge guide pieces and a driving | running | working horizontally long wedge which are the 3rd modifications of the said wedge guide piece of 2nd Example. 同じく上記一対の楔案内片と打込み横長楔の斜視図である。Similarly, it is a perspective view of the pair of wedge guide pieces and the driven horizontally long wedge. 特願2004-008374号に係る木造建築物における接合連繋構造の分解状態の斜視図である。It is a perspective view of the decomposition | disassembly state of the joint connection structure in the wooden building concerning Japanese Patent Application No. 2004-008374. 同上の接合連繋構造の、一対の楔案内片と打込み横長楔の斜視図である。It is a perspective view of a pair of wedge guide piece and a driving | running | working horizontally long wedge of the joint connection structure same as the above. 同上の接合連繋構造の、他の一対の楔案内片と他の打込み横長楔の斜視図である。It is a perspective view of another pair of wedge guide pieces and other driven laterally long wedges of the joint connection structure same as above.

符号の説明Explanation of symbols

a 柱
b 接合金具
c 梁
b′,c′ 楔用窓孔
b′1、b′2 孔縁
d,d′、g,g′ 楔案内片
j,j′、m,m′ 楔案内片
o,o′ 楔案内片
e,i,k,n,p 打込み横長楔
8 嵌合縦溝
9,9′ 基端部
10,10′ 先端部
11,11′ 楔案内溝
12 縦凹溝
13 縦突条
16,16′ 楔案内溝
17,17′ 楔案内溝
18,18′ 楔案内溝
a column b joint fitting c beam b ', c' window window for wedge b'1, b'2 edge d, d ', g, g' wedge guide piece j, j ', m, m' wedge guide piece o , O 'wedge guide piece e, i, k, n, p driven long wedge 8 fitting longitudinal groove 9, 9' base end portion 10, 10 'distal end portion 11, 11' wedge guide groove 12 longitudinal concave groove 13 longitudinal projection Article 16, 16 'Wedge guide groove 17, 17' Wedge guide groove 18, 18 'Wedge guide groove

Claims (5)

柱に取り付けた接合金具に梁または桁の端部を嵌合し、その接合金具と梁または桁の楔用窓孔に楔案内片を装着し、その楔案内片に重合案内させながら打込み横長楔を打ち込むことにより、梁または桁全体を柱に向かって移動させ、梁または桁と柱を接合連繋している木造建築物における接合連繋構造において、楔用窓孔(b′,c′)に、内面に楔案内溝(11,16,17,18)を掘設し、外面に縦凹溝(12)を掘設した楔案内片(d,g,j,m,o)と、上記楔案内溝(11,16,17,18)に対向する内面に楔案内溝(11′,16′,17′,18′)を掘設し、外面に縦突条(13)を突出形成した楔案内片(d′,g′,j′,m′,o′)とを、上記縦凹溝(12)を接合金具(b)の楔用窓孔(b′)の孔縁(b′1)に嵌合させ、上記縦突条(13)を梁または桁(c)の嵌合縦溝(8)に嵌合させて装着し、この一対の楔案内片(d,d′、g,g′、j,j′、m,m′、o,o′)の間に、打込み横長楔(e,i,k,n,p)を上記楔案内溝(11,11′、16,16′、17,17′、18,18′)に案内させながら打ち込んでなることを特徴とする木造建築物における接合連繋構造。   The end of the beam or girder is fitted to the joint fitting attached to the column, and a wedge guide piece is attached to the joint fitting and the window hole for the wedge of the beam or girder. In the joint connection structure in the wooden building in which the beam or the girder is moved toward the column and the beam or the girder is connected to the column, the wedge window hole (b ′, c ′) A wedge guide piece (d, g, j, m, o) in which a wedge guide groove (11, 16, 17, 18) is dug on the inner surface and a longitudinal concave groove (12) is dug in the outer surface, and the wedge guide A wedge guide in which a wedge guide groove (11 ', 16', 17 ', 18') is dug on the inner surface facing the groove (11, 16, 17, 18), and a vertical ridge (13) is formed on the outer surface. The piece (d ′, g ′, j ′, m ′, o ′), the vertical groove (12) and the edge of the wedge window hole (b ′) of the joint fitting (b) ( ′ 1), and the vertical ridge (13) is fitted into the fitting vertical groove (8) of the beam or girder (c) and mounted, and this pair of wedge guide pieces (d, d ′, g, g ', j, j', m, m ', o, o'), the driven lateral wedges (e, i, k, n, p) are inserted into the wedge guide grooves (11, 11 ', 16). , 16 ', 17, 17', 18, 18 '). 土台に取り付けた接合金具に柱の下端部を嵌合し、その接合金具と柱の下端部の楔用窓孔に楔案内片を装着し、その楔案内片に重合案内させながら打込み横長楔を打ち込むことにより、柱全体を土台に向かって下降させ、柱と土台を接合連繋している木造建築物における接合連繋構造において、楔用窓孔(b′,c′)に、内面に楔案内溝(11,16,17,18)を掘設し、外面に縦凹溝(12)を掘設した楔案内片(d,g,j,m,o)と、上記楔案内溝(11,16,17,18)に対向する内面に楔案内溝(11′,16′,17′,18′)を掘設し、外面に縦突条(13)を突出形成した楔案内片(d′,g′,j′,m′,o′)とを、上記縦凹溝(12)を接合金具(b)の楔用窓孔(b′)の孔縁(b′1)に嵌合させ、上記縦突条(13)を柱の嵌合縦溝(8)に嵌合させて装着し、この一対の楔案内片(d,d′、g,g′、j,j′、m,m′、o,o′)の間に、打込み横長楔(e,i,k,n,p)を上記楔案内溝(11,11′、16,16′、17,17′、18,18′)に案内させながら打ち込んでなることを特徴とする木造建築物における接合連繋構造。   The lower end of the column is fitted to the joint fitting attached to the base, and a wedge guide piece is fitted into the joint fitting and a wedge window hole at the lower end of the pillar, and the horizontally long wedge is driven while superposed on the wedge guide piece. By driving in, the whole pillar is lowered toward the base, and in the joint connection structure in the wooden building where the pillar and the base are joined and joined, the wedge guide groove on the inner surface is formed in the window window for wedge (b ', c'). (11, 16, 17, 18) and a wedge guide piece (d, g, j, m, o) in which a longitudinally recessed groove (12) is dug on the outer surface, and the wedge guide groove (11, 16). , 17, 18) on the inner surface facing the wedge guide groove (11 ', 16', 17 ', 18'), and a wedge guide piece (d ', g ', j', m ', o') and the vertical groove (12) are fitted to the edge (b'1) of the wedge window hole (b ') of the joint fitting (b). The vertical protrusions (13) are fitted into the fitting vertical grooves (8) of the pillars, and the pair of wedge guide pieces (d, d ', g, g', j, j ', m, m ', o, o'), the driven horizontal wedges (e, i, k, n, p) are inserted into the wedge guide grooves (11, 11 ', 16, 16', 17, 17 ', 18, 18). ′) A joint-connected structure in a wooden building, which is driven while being guided. 一対の楔案内片(d,d′、g,g′、j,j′、m,m′)が、たがいに対向する内面に掘設している楔案内溝(11,11′、16,16′、17,17′)を、基端部(9,9′)を深く、先端部(10,10′)を浅くしていることを特徴とする請求項1または2記載の木造建築物における接合連繋構造。   A pair of wedge guide pieces (d, d ', g, g', j, j ', m, m') are wedge guide grooves (11, 11 ', 16, The wooden building according to claim 1 or 2, characterized in that the base end (9, 9 ') is deep and the front end (10, 10') is shallow. Joint connection structure in 一対の楔案内片(o,o′)が、たがいに対向する内面に掘設している楔案内溝(18,18′)を、基端部(9,9′)から先端部(10,10′)にわたり同じ深さにし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接合連繋構造。   A pair of wedge guide pieces (o, o ′) digs a wedge guide groove (18, 18 ′) formed in the inner surface facing each other from the base end (9, 9 ′) to the tip (10, The joint connection structure in the wooden building according to claim 1, 2 or 3, characterized by having the same depth over 10 '). 一対の楔案内片(d,d′、g,g′、j,j′、m,m′、o,o′)および打込み横長楔(e,i,k,n,p)が木製、鉄等の金属製または合成樹脂製であることを特徴とする請求項1,2,3または4記載の木造建築物における接合連繋構造。   A pair of wedge guide pieces (d, d ', g, g', j, j ', m, m', o, o ') and driven horizontal wedges (e, i, k, n, p) are made of wooden, iron The joint connection structure in the wooden building according to claim 1, 2, 3, or 4, characterized by being made of a metal such as a metal or a synthetic resin.
JP2004339237A 2004-11-24 2004-11-24 Joint linking structure in wooden building Pending JP2006144489A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009293356A (en) * 2008-06-09 2009-12-17 Isamu Yahara Joint method and joint structure between wood members, and joint tool used therefor
IT202100025349A1 (en) * 2021-10-04 2023-04-04 Rotho Blaas Srl Ovvero Rotho Blaas Gmbh Connecting medium for connecting wooden components

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009293356A (en) * 2008-06-09 2009-12-17 Isamu Yahara Joint method and joint structure between wood members, and joint tool used therefor
IT202100025349A1 (en) * 2021-10-04 2023-04-04 Rotho Blaas Srl Ovvero Rotho Blaas Gmbh Connecting medium for connecting wooden components
WO2023057222A1 (en) * 2021-10-04 2023-04-13 Rotho Blaas Srl Connection means for connecting wood parts

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