JP5660825B2 - Joining metal fittings for wooden buildings and connecting structures of columns and beams in wooden buildings - Google Patents

Joining metal fittings for wooden buildings and connecting structures of columns and beams in wooden buildings Download PDF

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JP5660825B2
JP5660825B2 JP2010187004A JP2010187004A JP5660825B2 JP 5660825 B2 JP5660825 B2 JP 5660825B2 JP 2010187004 A JP2010187004 A JP 2010187004A JP 2010187004 A JP2010187004 A JP 2010187004A JP 5660825 B2 JP5660825 B2 JP 5660825B2
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清司 細川
清司 細川
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清司 細川
清司 細川
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Description

本発明は、木造建築用の接合金具及び木造建築物における柱と梁の連結構造に関するものである。   The present invention relates to a joint fitting for a wooden building and a connecting structure of columns and beams in the wooden building.

木造建築物の柱と梁とを接合する木造建築用の接合金具には、例えば特許文献1に記載されたものがある。この特許文献1に記載された建築物の2部材連結金具は垂直板状部を有しており、垂直板状部には切り欠きやボルト挿通穴が形成されている。
柱と梁とを接合する場合には、まず柱に、2部材連結金具をボルトによって固定する。そして、垂直板状部を梁の溝に入れてから、ボルトを梁と垂直板状部の切り欠きやボルト挿通穴に挿通し、このボルトの梁から突出した部分にナットを螺合する。
For example, Japanese Patent Application Laid-Open No. 2004-133867 discloses a joint fitting for a wooden building that joins a column and a beam of a wooden building. The two-member connecting bracket for a building described in Patent Document 1 has a vertical plate-like portion, and a notch or a bolt insertion hole is formed in the vertical plate-like portion.
When joining a column and a beam, first, a two-member connecting bracket is fixed to the column with a bolt. Then, after putting the vertical plate-like portion into the groove of the beam, the bolt is inserted into the notch or the bolt insertion hole of the beam and the vertical plate-like portion, and the nut is screwed into the portion protruding from the beam of the bolt.

上記従来の接合金具の垂直板状部は比較的薄い鋼板等から成っている。地震等が発生した場合には、垂直板状部の切り欠きやボルト挿通穴の内周面がボルトに強く当たることになるが、薄い鋼板等から成る垂直板状部の切り欠きやボルト挿通穴の内周部の厚さ寸法が小さいため、ボルトには大きなせん断力が加わることになり、ボルトが破断するおそれがある。   The vertical plate-like portion of the conventional joint fitting is made of a relatively thin steel plate or the like. When an earthquake or the like occurs, the notch in the vertical plate-like part and the inner peripheral surface of the bolt insertion hole will hit the bolt strongly, but the notch in the vertical plate-like part made of thin steel plate etc. and the bolt insertion hole Since the thickness dimension of the inner peripheral portion of the bolt is small, a large shearing force is applied to the bolt, and the bolt may be broken.

そこで、連結溝を有する柱側部材と、前記連結溝に差し込まれる差し込み部を有する梁側部材とから成る接合金具を使用することが考えられる。この種の接合金具では、差し込み部を連結溝に差し込んで、柱側部材と梁側部材とを連結するので、連結溝と差し込み部が大きな面積で接合することになり、上記のような問題が発生することはない。差し込み部が連結溝に対しガタのない状態とするためには、差し込み部を連結溝にぴったり嵌まる幅寸法に形成する必要がある。   Therefore, it is conceivable to use a joint fitting including a column side member having a connection groove and a beam side member having an insertion portion inserted into the connection groove. In this type of joint fitting, the insertion portion is inserted into the connection groove, and the column side member and the beam side member are connected, so the connection groove and the insertion portion are joined in a large area, and the above-described problems occur. It does not occur. In order for the insertion portion to be free of play with respect to the connection groove, it is necessary to form the insertion portion with a width dimension that fits exactly into the connection groove.

特開2008−240440号公報JP 2008-240440 A

しかしながら、差し込み部を連結溝に差し込む際に、多少でも位置がずれると差し込み部を連結溝に差し込むことができないという問題がある。
実際の建築作業では、柱側部材を柱に取り付け、また梁側部材を梁に取り付けてから、梁をクレーン等で吊り上げて、この梁側部材の差し込み部を立設した柱に取り付けた柱側部材の連結溝に差し込むことになる。この作業において差し込み部と連結溝との位置がずれないように保つことは殆ど不可能であり、結局、上記のような差し込み部と連結溝とによって連結される接合金具は採用することができなかった。
However, there is a problem in that when the insertion portion is inserted into the connection groove, the insertion portion cannot be inserted into the connection groove if the position is slightly shifted.
In actual construction work, the column side member is attached to the column, and the beam side member is attached to the beam, and then the beam is lifted by a crane or the like, and the insertion side of this beam side member is attached to the upright column. It will be inserted into the connecting groove of the member. In this operation, it is almost impossible to keep the position of the insertion portion and the connection groove from shifting, and as a result, the joint fitting connected by the insertion portion and the connection groove as described above cannot be adopted. It was.

本発明は上記従来の問題点に着目して為されたものであり、差し込み部を連結溝に差し込む際に差し込み部と連結溝との位置が多少ずれたとしても、差し込み部を連結溝に対し容易に差し込むことができる木造建築用の接合金具及び木造建築物における柱と梁の連結構造を提供することを、その目的とする。   The present invention has been made by paying attention to the above-mentioned conventional problems, and even when the insertion portion and the connection groove are slightly displaced when the insertion portion is inserted into the connection groove, the insertion portion is positioned with respect to the connection groove. It is an object of the present invention to provide a connecting member for a wooden building that can be easily inserted and a connecting structure of columns and beams in a wooden building.

本発明は上記課題を解決するためになされたものであり、請求項1の発明は、柱と梁とを接合する木造建築用の接合金具であって、柱に当接する柱当接板と、前記柱当接板に固着され梁側へ突出する支持板と、前記支持板に固着され前記支持板の突出する方向と直交する方向へ突出し、且つ前記柱当接板から離間して備えられた離間板とから成り、前記柱当接板と前記支持板と前記離間板とによって画成され、且つ上面が開口する一対の連結溝が形成された柱側取付部材と、梁に当接する梁当接板と、前記梁当接板に固着され柱側へ突出する一対の側板と、前記一対の側板に設けられた一対の差し込み部とによって構成された梁側取付部材とを有し、前記差し込み部を前記連結溝に上方から差し込んで、前記柱側取付部材と前記梁側取付部材とを連結する木造建築用の接合金具において、前記連結溝は上方から下方へいくにしたがって幅寸法が徐々に小さくなるように形成され、前記差し込み部は前記連結溝の形状に対応して上方から下方へいくにしたがって幅寸法が徐々に小さくなるように形成されており、前記柱側取付部材と前記梁側取付部材とを連結した状態で、前記差し込み部が前記連結溝に嵌り込み、前記柱当接板の両端部には柱に貫通するボルトを挿通する穴がそれぞれ形成され、前記それぞれの穴から突出する前記ボルトの先端部に螺合する一対のナットは前記一対の差し込み部を挟んでその両外側にそれぞれ僅かな隙間を開けて備えられ、前記一対の差し込み部が外側に開こうとすると押えて防止されていることを特徴とする木造建築用の接合金具である。 The present invention has been made to solve the above problems, and the invention of claim 1 is a metal fitting for a wooden building that joins a column and a beam, and a column abutting plate that abuts on the column, A support plate fixed to the column contact plate and protruding toward the beam; and a support plate fixed to the support plate and protruding in a direction perpendicular to the direction in which the support plate protrudes, and spaced apart from the column contact plate. A column-side mounting member having a pair of connecting grooves that are formed by the column abutting plate, the support plate, and the spacing plate and having an upper surface open, and a beam contact that abuts the beam. A beam-side mounting member configured by a contact plate, a pair of side plates fixed to the beam contact plate and projecting to the column side, and a pair of insertion portions provided on the pair of side plates. The column side mounting member and the beam side mounting member are inserted into the connecting groove from above. In the joint fitting for wooden construction, the width of the connection groove gradually decreases from the top to the bottom, and the insertion portion corresponds to the shape of the connection groove. to being formed so as to gradually decrease the width dimension toward, while connecting the beam-side mounting member and the pillar-side attachment member that pulls in the insertion portion is fitted into the connecting groove, said post Holes for inserting bolts penetrating the pillars are respectively formed at both ends of the abutting plate, and a pair of nuts screwed into tip ends of the bolts protruding from the respective holes sandwich the pair of insertion portions. It is provided with a small gap on both outer sides thereof , and is a metal fitting for wooden construction characterized in that the pair of insertion portions are prevented from being pressed when trying to open outward .

請求項2の発明は、請求項1に記載した木造建築用の接合金具において、柱当接板の下端部には梁側へ突出する底板が固着されており、支持板と離間板は前記柱当接板と前記底板の両方に固着され、梁当接板の上端部には柱側へ突出する天板が固着されており、側板と差し込み部は前記梁当接板と前記天板の両方に固着されていることを特徴とする木造建築用の接合金具である。   According to a second aspect of the present invention, in the joining member for a wooden building according to the first aspect, a bottom plate protruding to the beam side is fixed to a lower end portion of the column abutting plate, and the support plate and the separating plate are the column. Fixed to both the contact plate and the bottom plate, a top plate protruding to the column side is fixed to the upper end of the beam contact plate, and the side plate and the insertion portion are both the beam contact plate and the top plate. It is the joining metal fittings for wooden buildings characterized by being fixed to.

請求項3の発明は、請求項2に記載した木造建築用の接合金具において、差し込み部を連結溝に差し込んだ状態で支持板と離間板の上端面は天板の下面に当接し、且つ側板と差し込み部の下端面は底板の上面に当接することを特徴とする木造建築用の接合金具である。   According to a third aspect of the present invention, in the joining tool for a wooden building according to the second aspect, the upper end surfaces of the support plate and the separating plate are in contact with the lower surface of the top plate in a state where the insertion portion is inserted into the connecting groove, and the side plate The lower end surface of the insertion portion is in contact with the upper surface of the bottom plate.

請求項の発明は、請求項1からに記載の木造建築用の接合金具によって柱と梁が接合されていることを特徴とする木造建築物における柱と梁の連結構造である。 The invention according to claim 4 is a connecting structure of pillars and beams in a wooden building, wherein the pillars and beams are joined together by the wooden building joint metal fittings according to claims 1 to 3 .

本発明の木造建築用の接合金具及び木造建築物における柱と梁の連結構造によれば、差し込み部を連結溝に差し込む際に差し込み部と連結溝との位置が多少ずれたとしても、差し込み部を連結溝に対し容易に差し込むことができる。従って、差し込み部と連結溝とを有する接合金具を採用することが可能である。   According to the joint structure for a wooden building of the present invention and the connection structure between the pillar and the beam in the wooden building, even if the position of the insertion portion and the connection groove is slightly shifted when the insertion portion is inserted into the connection groove, the insertion portion Can be easily inserted into the connecting groove. Therefore, it is possible to employ a joint fitting having an insertion portion and a connecting groove.

本発明の実施の形態に係る木造建築用の接合金具の斜視図である。It is a perspective view of the joining metal fittings for wooden buildings concerning an embodiment of the invention. 図1の木造建築用の接合金具を柱と梁に取り付けた状態を示す斜視図である。It is a perspective view which shows the state which attached the joining metal fitting for wooden buildings of FIG. 1 to the pillar and the beam. 木造建築用の接合金具の差し込み部を連結溝に差し込む様子を示す側面図である。It is a side view which shows a mode that the insertion part of the joining metal fittings for wooden buildings is inserted in a connection groove | channel. 差し込み部を連結溝にさらに差し込んだ状態を示す側面図である。It is a side view which shows the state which inserted the insertion part further in the connection groove | channel. 差し込み部を連結溝に完全に差し込んだ状態を示す側面図である。It is a side view which shows the state which inserted the insertion part completely in the connection groove | channel. 柱側取付部と梁側取付部とを連結した状態を示す斜視図である。It is a perspective view which shows the state which connected the column side attaching part and the beam side attaching part. 図6の木造建築用の接合金具のA−A断面図である。It is AA sectional drawing of the joining metal fitting for wooden buildings of FIG. 図6の木造建築用の接合金具のB−B断面図である。It is BB sectional drawing of the joining metal fitting for wooden buildings of FIG. 柱脚構造用金具の斜視図である。It is a perspective view of the column base metal fittings. 柱の下端部を下側から見た斜視図である。It is the perspective view which looked at the lower end part of the pillar from the lower side. 柱脚構造用金具によって柱を土台に連結した状態を示す側面図である。It is a side view which shows the state which connected the pillar to the foundation with the column base structure metal fitting. 柱脚構造用金具によって柱を土台に連結した状態を示す斜視図である。It is a perspective view which shows the state which connected the pillar to the foundation with the column base structure metal fitting.

本発明の実施の形態に係る木造建築用の接合金具1を図1から図8にしたがって説明する。木造建築用の接合金具1は柱側取付部3と梁側取付部23とによって構成されている。
柱側取付部3の詳細な構成について説明する。なお、左右方向、前後方向及び上下方向をいうときは図3から図5を基準とする。
符号5は柱当接板を示し、この柱当接板5の前後方向の両端部には4つのボルト挿通穴9がそれぞれ形成されており、4つのボルト挿通穴9は上下方向に間隔をあけて配置されている。
柱当接板5の下端面には底板11が固着されており、この底板11は柱当接板5の右方向へ突出している。底板11の右端部にはボルト挿通穴13が形成されている。
A metal fitting 1 for a wooden building according to an embodiment of the present invention will be described with reference to FIGS. The metal fitting 1 for wooden construction is constituted by a column side mounting portion 3 and a beam side mounting portion 23.
A detailed configuration of the column side mounting portion 3 will be described. In addition, when referring to the left-right direction, the front-rear direction, and the up-down direction, reference is made to FIGS.
Reference numeral 5 denotes a column abutting plate. Four bolt insertion holes 9 are formed at both ends of the column abutting plate 5 in the front-rear direction, and the four bolt insertion holes 9 are spaced apart in the vertical direction. Are arranged.
A bottom plate 11 is fixed to the lower end surface of the column abutting plate 5, and the bottom plate 11 projects rightward of the column abutting plate 5. A bolt insertion hole 13 is formed at the right end of the bottom plate 11.

符号15は支持板を示し、この支持板15は柱当接板5の前後方向の中心部に備えられており、支持板15は柱当接板5の右方向へ突出している。この支持板15は柱当接板5と底板11の両方に固着されている。支持板15の上端部にはナット17が固定されている。
支持板15の右端部には離間板19が一体に設けられており、この離間板19は柱当接板5から離間した状態となっている。離間板19は支持板15から前後方向へ突出しており、この離間板19の下端部は、支持板15と同様に底板11に固着されている。従って、離間板19、支持板15、底板11及び柱当接板5が一体となり、頑丈な構造となる。
Reference numeral 15 denotes a support plate. The support plate 15 is provided at the center of the column contact plate 5 in the front-rear direction, and the support plate 15 protrudes to the right of the column contact plate 5. The support plate 15 is fixed to both the column contact plate 5 and the bottom plate 11. A nut 17 is fixed to the upper end portion of the support plate 15.
A separation plate 19 is integrally provided at the right end portion of the support plate 15, and the separation plate 19 is separated from the column contact plate 5. The spacing plate 19 protrudes in the front-rear direction from the support plate 15, and the lower end portion of the spacing plate 19 is fixed to the bottom plate 11 in the same manner as the support plate 15. Accordingly, the separation plate 19, the support plate 15, the bottom plate 11, and the column contact plate 5 are integrated to form a sturdy structure.

離間板19は下方へいくにしたがって柱当接板5に近づく方向へ傾斜している。
支持板15の前後方向の両側には、柱当接板5と支持板15と離間板19とによって画成された一対の連結溝21が形成されており、一対の連結溝21は上面と前側(後側)の側面が開口している。
上記したように離間板19は下方へいくにしたがって柱当接板5に近づく方向へ傾斜しているので、一対の連結溝21は上方から下方へいくにしたがって幅寸法が徐々に小さくなっている。
また、柱当接板5の左側面には左方向へ真っ直ぐに突出する位置決めパイプ22が固定されている。
The spacing plate 19 is inclined in a direction approaching the column contact plate 5 as it goes downward.
On both sides of the support plate 15 in the front-rear direction, a pair of connection grooves 21 defined by the column contact plate 5, the support plate 15, and the separation plate 19 are formed. The pair of connection grooves 21 are formed on the upper surface and the front side. The (rear) side surface is open.
As described above, since the separating plate 19 is inclined in a direction approaching the column contact plate 5 as it goes downward, the width dimension of the pair of connecting grooves 21 gradually decreases from the top to the bottom. .
A positioning pipe 22 is fixed to the left side surface of the column abutting plate 5 so as to protrude straight in the left direction.

梁側取付部23の詳細な構成について説明する。
符号25は梁当接板を示し、この梁当接板25には上下方向に間隔をあけて2つのボルト挿通穴27が形成されている。梁当接板25の左側面の下端部にはナット29が固定されている。
梁当接板25の上端面には天板31が固着されており、この天板31は梁当接板25の左方向へ突出している。天板31の左端部にはボルト挿通穴33が形成されている。
The detailed structure of the beam side attachment part 23 is demonstrated.
Reference numeral 25 denotes a beam abutting plate, and two bolt insertion holes 27 are formed in the beam abutting plate 25 at intervals in the vertical direction. A nut 29 is fixed to the lower end portion of the left side surface of the beam contact plate 25.
A top plate 31 is fixed to the upper end surface of the beam abutting plate 25, and the top plate 31 protrudes leftward of the beam abutting plate 25. A bolt insertion hole 33 is formed at the left end of the top plate 31.

符号35は一対の側板を示し、一対の側板35は梁当接板25の前後方向の両端面に固着されており、更に一対の側板35は天板31に固着されている。一対の側板35は、その基端部が互いに平行に配置され左方向へ延びており、途中部分から互いに近づく方向へ傾斜している(図7参照)。   Reference numeral 35 denotes a pair of side plates. The pair of side plates 35 are fixed to both end surfaces of the beam contact plate 25 in the front-rear direction, and the pair of side plates 35 are fixed to the top plate 31. The pair of side plates 35 have base end portions arranged in parallel to each other and extending in the left direction, and are inclined in a direction approaching each other from a middle portion (see FIG. 7).

一対の側板35の左端部には一対の差し込み板37が一体に形成されており、一対の差し込み板37は互いに平行に配置されている。また、一対の差し込み板37の上端部は、一対の側板35と同様に天板31に固着されている。従って、一対の側板35、一対の差し込み板37、天板31及び梁当接板25が一体となり、頑丈な構造となる。
また、一対の側板35の内面には、上下方向へ延びる一対の凸条39が形成され、一対の凸条39は前後方向に互いに間隔をあけて配置されている。一対の凸条39は下方へいくにしたがって差し込み板37に近づく方向へ傾斜している。凸条39と離間板19は同じ傾斜角度に設定されている。
A pair of insertion plates 37 are integrally formed at the left end portions of the pair of side plates 35, and the pair of insertion plates 37 are arranged in parallel to each other. Further, the upper end portions of the pair of insertion plates 37 are fixed to the top plate 31 similarly to the pair of side plates 35. Accordingly, the pair of side plates 35, the pair of insertion plates 37, the top plate 31, and the beam contact plate 25 are integrated to form a sturdy structure.
In addition, a pair of ridges 39 extending in the vertical direction are formed on the inner surfaces of the pair of side plates 35, and the pair of ridges 39 are arranged at intervals in the front-rear direction. The pair of ridges 39 is inclined in a direction approaching the insertion plate 37 as it goes downward. The ridges 39 and the separation plate 19 are set at the same inclination angle.

差し込み板37と凸条39とによって差し込み部41が構成されており、この差し込み部41は前述した連結溝21の形状に対応して上方から下方へいくにしたがって幅寸法が徐々に小さくなるように形成されている。
また、一対の凸条39の対向面には半円状の切り欠き43がそれぞれ形成されており、これらの切り欠き43は互いに対向している。切り欠き43は梁当接板25のボルト挿通穴27に対向する位置に配置されている。
An insertion portion 41 is constituted by the insertion plate 37 and the ridge 39, and the insertion portion 41 has a width dimension that gradually decreases from the upper side to the lower side corresponding to the shape of the connecting groove 21 described above. Is formed.
In addition, semicircular cutouts 43 are formed on the opposing surfaces of the pair of ridges 39, and these cutouts 43 face each other. The notch 43 is disposed at a position facing the bolt insertion hole 27 of the beam contact plate 25.

図2に示すように柱側取付部3を柱Sに取り付けておく。
この柱側取付部3が柱Sに取り付けられた状態について説明する。
柱側取付部3の位置決めパイプ22は柱Sに形成された図示しない位置決め穴に挿入されている。従って、柱側取付部3を柱Sの所定の位置に容易に取り付けることが可能となっている。柱当接板5は柱Sに形成された図示しない凹部に嵌め込まれており、柱当接板5の右側面と柱Sの右側面は同一面となっている。柱Sにはボルト45が貫通しており、このボルト45は柱当接板5のボルト挿通穴9に挿通されている。ボルト挿通穴9から突出するボルト45の先端部には図示しない座金が通されてから、ナット46が螺合されている。
As shown in FIG. 2, the column side attachment portion 3 is attached to the column S.
A state where the column side mounting portion 3 is mounted on the column S will be described.
The positioning pipe 22 of the column side mounting portion 3 is inserted into a positioning hole (not shown) formed in the column S. Therefore, it is possible to easily attach the column side attachment portion 3 to a predetermined position of the column S. The column abutting plate 5 is fitted in a recess (not shown) formed in the column S, and the right side surface of the column abutting plate 5 and the right side surface of the column S are the same surface. A bolt 45 passes through the column S, and the bolt 45 is inserted into the bolt insertion hole 9 of the column abutting plate 5. A nut (not shown) is passed through the tip of the bolt 45 protruding from the bolt insertion hole 9 and then a nut 46 is screwed.

また、同図に示すように梁側取付部23を梁Rに取り付けておく。
この梁側取付部23が梁Rに取り付けられた状態について説明する。
梁側取付部23は梁Rの端部に形成された図示しない溝に嵌め込まれており、天板31、差し込み板37の左側面と梁Rの図示しない溝が形成されていない部分の左側面は同一面となっている。また、天板31の上面と梁Rの図示しない溝が形成されていない部分の上面も同一面となっている。梁Rには2つのラグスクリューボルト47が埋設されており、2つのラグスクリューボルト47の雌ネジ部49は梁側取付部23のボルト挿通穴27にそれぞれ対向している。そして、座金を通したボルト51はボルト挿通穴27に挿通され、このボルト51は雌ネジ部49に螺合されている。
Further, as shown in the figure, the beam-side attachment portion 23 is attached to the beam R.
A state in which the beam-side attachment portion 23 is attached to the beam R will be described.
The beam side mounting portion 23 is fitted in a groove (not shown) formed at the end of the beam R, and the left side surface of the top plate 31 and the insertion plate 37 and the left side surface of the beam R where the groove (not shown) is not formed. Are on the same plane. Further, the upper surface of the top plate 31 and the upper surface of the portion of the beam R where a groove (not shown) is not formed are also the same surface. Two lag screw bolts 47 are embedded in the beam R, and the female screw portions 49 of the two lag screw bolts 47 are respectively opposed to the bolt insertion holes 27 of the beam side mounting portion 23. The bolt 51 passed through the washer is inserted into the bolt insertion hole 27, and the bolt 51 is screwed into the female screw portion 49.

前述したように一対の凸条39には切り欠き43が形成されているので、ボルト51を雌ネジ部49に取り付ける際に、一対の凸条39の間に通過させることができるようになっている。   As described above, since the notches 43 are formed in the pair of ridges 39, when the bolt 51 is attached to the female screw portion 49, it can be passed between the pair of ridges 39. Yes.

次に、柱と梁とを接合する方法について説明する。
図11に示すように柱Sは後述する柱脚構造用金具61を介して土台Dに連結されている。
梁Rをクレーン等で吊り上げて、柱Sに取り付けられた梁側取付部23の差し込み部41を、梁Rに取り付けられた柱側取付部3の連結溝21の上方に位置させる。次に、梁Rを水平姿勢のまま下降させて、図3に示すように差し込み部41を連結溝21に上方から入れる。
Next, a method for joining columns and beams will be described.
As shown in FIG. 11, the column S is connected to the base D via a column base structure fitting 61 described later.
The beam R is lifted by a crane or the like, and the insertion portion 41 of the beam side mounting portion 23 attached to the column S is positioned above the connection groove 21 of the column side mounting portion 3 attached to the beam R. Next, the beam R is lowered in a horizontal posture, and the insertion portion 41 is inserted into the connecting groove 21 from above as shown in FIG.

前述したように連結溝21は上方から下方へいくにしたがって幅寸法が徐々に小さくなっており、差し込み部41も連結溝21の形状に対応して上方から下方へいくにしたがって幅寸法が徐々に小さくなっている。従って、連結溝21の上端部は差し込み部41の下端部よりも幅寸法が大きくなっている。   As described above, the width dimension of the connecting groove 21 gradually decreases from the upper side to the lower side, and the width dimension of the insertion portion 41 also gradually decreases from the upper side to the lower side corresponding to the shape of the connecting groove 21. It is getting smaller. Therefore, the upper end portion of the connecting groove 21 is larger in width than the lower end portion of the insertion portion 41.

上記のように連結溝21の上端部は差し込み部41の下端部よりも幅寸法が大きくなっているので、差し込み部41の位置が多少ずれたとしても、差し込み部41の下端部を連結溝21の上端部に容易に差し込むことが可能である。従って、差し込み部41の下端部を連結溝21の上端部に差し込んだ状態では、差し込み部41の側面と連結溝21の側面との間に隙間があくことになる。
よって、梁Rが傾く等して差し込み部41と連結溝21との位置が多少ずれたとしても、差し込み部41を連結溝21に対して差し込む作業に支障をきたすことはない。
As described above, the width of the upper end portion of the connecting groove 21 is larger than that of the lower end portion of the insertion portion 41. Therefore, even if the position of the insertion portion 41 is slightly shifted, the lower end portion of the insertion portion 41 is connected to the connection groove 21. It can be easily inserted into the upper end of the. Therefore, in a state where the lower end portion of the insertion portion 41 is inserted into the upper end portion of the connection groove 21, there is a gap between the side surface of the insertion portion 41 and the side surface of the connection groove 21.
Therefore, even if the position of the insertion portion 41 and the connection groove 21 is slightly shifted due to the inclination of the beam R, the operation of inserting the insertion portion 41 into the connection groove 21 is not hindered.

前述したように凸条39と離間板19は同じ傾斜角度に設定されているので、図4に示すように梁Rをさらに下降させると、凸条39の右側面が離間板19の左側面に摺接し、差し込み部41が離間板19にガイドされて、差し込み部41が連結溝21の下端部まで入り込む。そして、図5に示すように差し込み部41の下端面が底板11の上面に当接して、差し込み部41が連結溝21に完全に差し込まれた状態となる。   As described above, the ridge 39 and the spacing plate 19 are set at the same inclination angle. Therefore, when the beam R is further lowered as shown in FIG. 4, the right side surface of the ridge 39 becomes the left side surface of the spacing plate 19. The insertion portion 41 is guided by the spacer plate 19 and is inserted to the lower end portion of the connecting groove 21. As shown in FIG. 5, the lower end surface of the insertion portion 41 comes into contact with the upper surface of the bottom plate 11, and the insertion portion 41 is completely inserted into the connecting groove 21.

この状態では、凸条39が離間板19に当接し、且つ差し込み板37が柱当接板5に当接する(図7、図8参照)。即ち、差し込み部41は離間板19と柱当接板5とによって挟まれる。従って、差し込み部41は連結溝21に対しガタのない状態でぴったり嵌り込むことになる。
また、側板35の下端面も底板11の上面に当接し、天板31の下面は支持板15と離間板19の上端面に当接する。
ボルト45の先端部に螺合されたナット46は、差し込み板37に僅かな隙間を開けて備えられる。
In this state, the protrusions 39 are in contact with the separation plate 19 and the insertion plate 37 is in contact with the column contact plate 5 (see FIGS. 7 and 8). That is, the insertion portion 41 is sandwiched between the separation plate 19 and the column contact plate 5. Therefore, the insertion part 41 fits in the connecting groove 21 without any play.
Further, the lower end surface of the side plate 35 is also in contact with the upper surface of the bottom plate 11, and the lower surface of the top plate 31 is in contact with the upper end surfaces of the support plate 15 and the separation plate 19.
The nut 46 screwed to the tip of the bolt 45 is provided in the insertion plate 37 with a slight gap.

次いで、ボルト53(図2参照)を天板31のボルト挿通穴33に挿通し、このボルト53をナット17に螺合する。また、ボルト55を底板11のボルト挿通穴13に挿通し、このボルト55をナット29に螺合する。
これにより図6に示すように柱Sと梁Rとが木造建築用の接合金具1によって接合される。
Next, a bolt 53 (see FIG. 2) is inserted into the bolt insertion hole 33 of the top plate 31, and the bolt 53 is screwed into the nut 17. Further, the bolt 55 is inserted into the bolt insertion hole 13 of the bottom plate 11, and the bolt 55 is screwed into the nut 29.
Thereby, as shown in FIG. 6, the pillar S and the beam R are joined by the joining bracket 1 for wooden construction.

前述したように凸条39の右側面は離間板19の左側面に当接し、差し込み板37の左側面は柱当接板5の右側面に当接している(図7、図8参照)。また、差し込み板37、側板35及び凸条39の下端面は底板11の上面に当接しており、支持板15と離間板19の上端面は天板31の下面に当接している。従って、差し込み部41と連結溝21とは大きな面積で接合されることになる。   As described above, the right side surface of the ridge 39 is in contact with the left side surface of the spacer plate 19, and the left side surface of the insertion plate 37 is in contact with the right side surface of the column contact plate 5 (see FIGS. 7 and 8). Further, the lower end surfaces of the insertion plate 37, the side plate 35, and the ridge 39 are in contact with the upper surface of the bottom plate 11, and the upper end surfaces of the support plate 15 and the separation plate 19 are in contact with the lower surface of the top plate 31. Therefore, the insertion part 41 and the connecting groove 21 are joined with a large area.

このように差し込み部41と連結溝21とは大きな面積で接合されるので、地震が発生して柱Sと梁Rが激しく揺れても、差し込み部41の一部分に集中して大きなせん断力が加わることがなく、荷重を金具全体で受けることになる。従って、差し込み部41等が破損するのを防止することができる。   Thus, since the insertion part 41 and the connection groove | channel 21 are joined by a big area, even if an earthquake occurs and the pillar S and the beam R shake severely, it concentrates on a part of insertion part 41, and a big shear force is added. The load is received by the entire metal fitting. Accordingly, it is possible to prevent the insertion portion 41 and the like from being damaged.

更に、ボルト45の先端部に螺合されたナット46は、差し込み板37に僅かな隙間を開けて備えられているので、ナット46は差し込み板37を押える役割を果たす。従って、差し込み板37が外側へ開いてしまうのを防止することができる。
このように木造建築用の接合金具1を用いた木造建築物における柱と梁の連結構造では、左右方向、前後方向及び上下方向の力に対し十分な強度をもって柱Sと梁Rとを接合することが可能である。
Further, since the nut 46 screwed into the tip of the bolt 45 is provided with a slight gap in the insertion plate 37, the nut 46 plays a role of pressing the insertion plate 37. Therefore, it is possible to prevent the insertion plate 37 from opening outward.
Thus, in the connection structure of the pillar and the beam in the wooden building using the joint metal fitting 1 for the wooden construction, the pillar S and the beam R are joined with sufficient strength against the forces in the left-right direction, the front-rear direction, and the up-down direction. It is possible.

次に、柱脚構造用金具61の構成について図9から図12にしたがって説明する。
図9において符号63は鋼製の本体部を示し、この本体部63は底板65、底板65の左右の両端部に設けられた側板67、底板65の中間部に設けられた中間板69及び天板71とから成っている。この本体部63は前側と後側に開口している。
Next, the structure of the column base structure fitting 61 will be described with reference to FIGS.
In FIG. 9, reference numeral 63 denotes a steel main body portion. The main body portion 63 includes a bottom plate 65, side plates 67 provided at both left and right ends of the bottom plate 65, an intermediate plate 69 provided at an intermediate portion of the bottom plate 65, and a ceiling plate. It consists of a plate 71. The main body 63 opens to the front side and the rear side.

底板65には2つのボルト挿通穴75が形成されており、2つのボルト挿通穴75は中間板69の左右両側に配置されている。また、天板71にも2つのボルト挿通穴77が形成されており、2つのボルト挿通穴77も中間板69の左右両側に配置されている。
天板71の上面には上方へ真っ直ぐに突出する位置決めパイプ79が固定されている。
Two bolt insertion holes 75 are formed in the bottom plate 65, and the two bolt insertion holes 75 are arranged on the left and right sides of the intermediate plate 69. The top plate 71 is also formed with two bolt insertion holes 77, and the two bolt insertion holes 77 are also arranged on the left and right sides of the intermediate plate 69.
A positioning pipe 79 protruding straight upward is fixed to the upper surface of the top plate 71.

符号81、83は鋼製の一対の挟持プレートを示し、一対の挟持プレート81、83は天板71の左右の両端部に溶接によって固定されており、一対の挟持プレート81、83は互いに対向している。挟持プレート81、83には4つのネジ挿通穴87がそれぞれ形成されている。   Reference numerals 81 and 83 denote a pair of steel clamping plates. The pair of clamping plates 81 and 83 are fixed to both left and right ends of the top plate 71 by welding, and the pair of clamping plates 81 and 83 face each other. ing. Four screw insertion holes 87 are formed in the clamping plates 81 and 83, respectively.

符号85は三角形状の支持プレートを示し、この支持プレート85は左側の挟持プレート81に一対備えられている。一対の支持プレート85は挟持プレート81の前後方向の両端部に配置されており、一対の支持プレート85は挟持プレート81の右側面と天板71の上面に溶接によって固定されている。
また、支持プレート85は右側の挟持プレート83にも一対備えられている。一対の支持プレート85は挟持プレート83の前後方向の両端部に配置されており、一対の支持プレート85は挟持プレート83の左側面と天板71の上面に溶接によって固定されている。
Reference numeral 85 denotes a triangular support plate, and a pair of support plates 85 are provided on the left sandwiching plate 81. The pair of support plates 85 are disposed at both ends of the sandwiching plate 81 in the front-rear direction, and the pair of support plates 85 are fixed to the right side surface of the sandwiching plate 81 and the top surface of the top plate 71 by welding.
A pair of support plates 85 are also provided on the right clamping plate 83. The pair of support plates 85 are disposed at both ends of the sandwiching plate 83 in the front-rear direction, and the pair of support plates 85 are fixed to the left side surface of the sandwiching plate 83 and the top surface of the top plate 71 by welding.

図10に示すように柱Sの下端部の左右の両側面には切り欠き89がそれぞれ形成されている。なお、図10では柱Sの下面が上側を向いている。
切り欠き89の両側には、切り欠き89に連なる溝91がそれぞれ形成されている。
図12において符号93は木製の閉鎖板を示し、この閉鎖板93には、挟持プレート83の4つのネジ挿通穴87に対向する4つのネジ挿通穴95が形成されている。
As shown in FIG. 10, notches 89 are respectively formed on both left and right side surfaces of the lower end portion of the column S. In addition, in FIG. 10, the lower surface of the pillar S has faced the upper side.
On both sides of the notch 89, grooves 91 that are continuous with the notch 89 are formed.
In FIG. 12, reference numeral 93 denotes a wooden closing plate, and four screw insertion holes 95 facing the four screw insertion holes 87 of the clamping plate 83 are formed in the closing plate 93.

次いで、柱Sを土台Dに連結する方法について説明する。
図11に示すように土台Dにはアンカーボルト99が2つ埋設されており、これらのアンカーボルト99の先端部は土台Dの上面から突出している。
また、柱Sの下端部にはラグスクリューボルト101が2つ埋設されている。
Next, a method for connecting the pillar S to the base D will be described.
As shown in FIG. 11, two anchor bolts 99 are embedded in the base D, and the tip ends of these anchor bolts 99 protrude from the upper surface of the base D.
Two lag screw bolts 101 are embedded in the lower end of the column S.

柱脚構造用金具61の2つのボルト挿通穴75を2つのアンカーボルト99の先端部に挿入して、柱脚構造用金具61を土台Dに載置する。そして、アンカーボルト99の先端部に座金103をそれぞれ通してから、先端部にナット105をそれぞれ螺合して、柱脚構造用金具61を土台Dに固定する。   The two bolt insertion holes 75 of the column base structure fitting 61 are inserted into the tip ends of the two anchor bolts 99, and the column base structure fitting 61 is placed on the base D. Then, after the washers 103 are passed through the distal ends of the anchor bolts 99, the nuts 105 are respectively screwed into the distal ends, and the column base structure fitting 61 is fixed to the base D.

次に、柱Sの下面に形成された図示しない位置決め穴を柱脚構造用金具61の位置決めパイプ79に嵌める。この位置決めパイプ79によって柱Sを柱脚構造用金具61に対し容易に位置決めすることができる。
次いで、切り欠き89と溝91を挟持プレート81、83と支持プレート85に挿入して、柱Sを柱脚構造用金具61に載せる。この柱Sの下端部は一対の挟持プレート81、83に挟持されることになる。
Next, a positioning hole (not shown) formed in the lower surface of the column S is fitted into the positioning pipe 79 of the column base structure fitting 61. With this positioning pipe 79, the column S can be easily positioned with respect to the column base structure fitting 61.
Next, the notch 89 and the groove 91 are inserted into the sandwiching plates 81 and 83 and the support plate 85, and the column S is placed on the column base structure fitting 61. The lower end portion of the pillar S is sandwiched between the pair of sandwiching plates 81 and 83.

そして、ボルト107に座金109を装着してから、このボルト107を柱脚構造用金具61のボルト挿通穴77に挿通し、ボルト107をラグスクリューボルト101の雌ネジ部111に螺合して、柱Sを柱脚構造用金具61に固定する。
次いで、閉鎖板93を切り欠き89に嵌め込んでから、ネジ113を閉鎖板93のネジ挿通穴95と挟持プレート81、83のネジ挿通穴87に挿通して、ネジ113を柱Sに螺合する。
これにより柱Sは柱脚構造用金具61を介して土台Dに連結される。
Then, after attaching the washer 109 to the bolt 107, the bolt 107 is inserted into the bolt insertion hole 77 of the column base structure fitting 61, and the bolt 107 is screwed into the female threaded portion 111 of the lag screw bolt 101. The column S is fixed to the column base structure fitting 61.
Next, after the closing plate 93 is fitted into the notch 89, the screw 113 is inserted into the screw insertion hole 95 of the closing plate 93 and the screw insertion hole 87 of the clamping plates 81 and 83, and the screw 113 is screwed into the column S. To do.
Accordingly, the column S is connected to the base D via the column base structure fitting 61.

前述したように柱Sの下端部は一対の挟持プレート81、83に挟持されているので地震等により柱Sが激しく揺れても、柱Sとラグスクリューボルト101との間が開いてしまうことがない。従って、柱Sの繊維方向、即ち上下方向の割れを防止することができる。   As described above, since the lower end portion of the pillar S is sandwiched between the pair of sandwiching plates 81 and 83, even if the pillar S is vigorously shaken by an earthquake or the like, the gap between the pillar S and the lag screw bolt 101 may be opened. Absent. Therefore, it is possible to prevent the pillar S from cracking in the fiber direction, that is, in the vertical direction.

以上、本発明の実施の形態について詳述してきたが、具体的構成は、この実施の形態に限られるものではなく、本発明の要旨を逸脱しない範囲における設計の変更などがあっても発明に含まれる。
上記実施の形態では、連結溝21を、上面と前側(後側)の側面が開口するように構成したが、連結溝21を、上面だけが開口し、その他の面が全て閉鎖するように構成してもよい。
The embodiment of the present invention has been described in detail above. However, the specific configuration is not limited to this embodiment, and the present invention can be changed even if there is a design change without departing from the gist of the present invention. included.
In the above embodiment, the connecting groove 21 is configured such that the upper surface and the front (rear) side surface are open, but the connecting groove 21 is configured so that only the upper surface is open and all other surfaces are closed. May be.

また、側板35の左端部を傾斜させたが、側板35の左端部を傾斜させないで真っ直ぐに延びる構成としてもよい。
さらに、差し込み部41を差し込み板37と凸条39とによって構成したが、即ち、差し込み部41を分離した2つの部材によって構成したが、差し込み部41を1つの部材によって構成してもよい。
Although the left end portion of the side plate 35 is inclined, the left end portion of the side plate 35 may be configured to extend straight without being inclined.
Furthermore, although the insertion part 41 was comprised by the insertion plate 37 and the protruding item | line 39, that is, although comprised by two members which isolate | separated the insertion part 41, you may comprise the insertion part 41 by one member.

柱脚構造用金具61の挟持プレート81、83を本体部63の天板71に溶接によって固定し、また、支持プレート85を挟持プレート81と天板71に溶接によって固定したが、本体部63、挟持プレート81及び支持プレート85を鋳造によって一体に形成してもよい。
柱脚構造用金具61において、支持プレート85は四角形の平板状等、三角形状以外の形状としてもよく、また支持プレート85を設けない構成とすることも可能である。
The clamping plates 81 and 83 of the column base structure fitting 61 are fixed to the top plate 71 of the main body 63 by welding, and the support plate 85 is fixed to the clamping plate 81 and the top plate 71 by welding. The clamping plate 81 and the support plate 85 may be integrally formed by casting.
In the column base structure fitting 61, the support plate 85 may have a shape other than the triangular shape such as a rectangular flat plate shape, and the support plate 85 may be omitted.

本発明は、木造建築用の接合金具の製造業等に利用可能である。   INDUSTRIAL APPLICABILITY The present invention can be used in the manufacturing industry of joint fittings for wooden buildings.

1…木造建築用の接合金具 3…柱側取付部 5…柱当接板
9、13…ボルト挿通穴 11…底板 15…支持板
17…ナット 19…離間板 21…連結溝
22…位置決めパイプ 23…梁側取付部 25…梁当接板
27、33…ボルト挿通穴 29…ナット 31…天板
35…側板 37…差し込み板 39…凸条
41…差し込み部 43…切り欠き 45…ボルト
46…ナット 47…ラグスクリューボルト 49…雌ネジ部
51、53、55…ボルト
61…柱脚構造用金具 63…本体部 65…底板
67…側板 69…中間板 71…天板
75、77…ボルト挿通穴 79…位置決めパイプ
81、83…挟持プレート 85…支持プレート 87…ネジ挿通穴
89…切り欠き 91…溝 93…閉鎖板
95…ネジ挿通穴 99…アンカーボルト
101…ラグスクリューボルト 103…座金 105…ナット
107…ボルト 109…座金 111…雌ネジ部
113…ネジ S…柱 R…梁 D…土台
DESCRIPTION OF SYMBOLS 1 ... Joining metal fittings for wooden buildings 3 ... Column side attachment part 5 ... Column contact plate 9, 13 ... Bolt insertion hole 11 ... Bottom plate 15 ... Support plate 17 ... Nut 19 ... Separation plate 21 ... Connecting groove 22 ... Positioning pipe 23 ... Beam side mounting part 25 ... Beam contact plates 27 and 33 ... Bolt insertion hole 29 ... Nut 31 ... Top plate 35 ... Side plate 37 ... Insertion plate 39 ... Projection strip 41 ... Insertion part 43 ... Notch 45 ... Bolt 46 ... Nut 47 ... Lag screw bolt 49 ... Female thread 51, 53, 55 ... Bolt 61 ... Column base fitting 63 ... Main body 65 ... Bottom plate 67 ... Side plate 69 ... Intermediate plate 71 ... Top plate 75, 77 ... Bolt insertion hole 79 ... positioning pipes 81, 83 ... clamping plate 85 ... support plate 87 ... screw insertion hole 89 ... notch 91 ... groove 93 ... closing plate 95 ... screw insertion hole 99 ... anchor bolt 101 ... lag screw Belt 103 ... washer 105 ... Nut 107 ... Bolt 109 ... washer 111 ... female threaded portion 113 ... screw S ... Column R ... Beam D ... foundation

Claims (4)

柱と梁とを接合する木造建築用の接合金具であって、
柱に当接する柱当接板と、前記柱当接板に固着され梁側へ突出する支持板と、前記支持板に固着され前記支持板の突出する方向と直交する方向へ突出し、且つ前記柱当接板から離間して備えられた離間板とから成り、前記柱当接板と前記支持板と前記離間板とによって画成され、且つ上面が開口する一対の連結溝が形成された柱側取付部材と、
梁に当接する梁当接板と、前記梁当接板に固着され柱側へ突出する一対の側板と、前記一対の側板に設けられた一対の差し込み部とによって構成された梁側取付部材とを有し、
前記差し込み部を前記連結溝に上方から差し込んで、前記柱側取付部材と前記梁側取付部材とを連結する木造建築用の接合金具において、
前記連結溝は上方から下方へいくにしたがって幅寸法が徐々に小さくなるように形成され、前記差し込み部は前記連結溝の形状に対応して上方から下方へいくにしたがって幅寸法が徐々に小さくなるように形成されており、前記柱側取付部材と前記梁側取付部材とを連結した状態で、前記差し込み部が前記連結溝に嵌り込み、
前記柱当接板の両端部には柱に貫通するボルトを挿通する穴がそれぞれ形成され、前記それぞれの穴から突出する前記ボルトの先端部に螺合する一対のナットは前記一対の差し込み部を挟んでその両外側にそれぞれ僅かな隙間を開けて備えられ、前記一対の差し込み部が外側に開こうとすると押えて防止されていることを特徴とする木造建築用の接合金具。
It is a joint fitting for wooden buildings that joins columns and beams,
A column abutting plate that abuts on the column; a support plate that is fixed to the column abutting plate and protrudes toward the beam; a column that is fixed to the support plate and protrudes in a direction perpendicular to the direction in which the support plate protrudes; A column side formed with a separation plate provided at a distance from the contact plate, which is defined by the column contact plate, the support plate, and the separation plate, and has a pair of connecting grooves open on the upper surface A mounting member;
A beam side mounting member configured by a beam abutting plate abutting on the beam, a pair of side plates fixed to the beam abutting plate and projecting to the column side, and a pair of insertion portions provided on the pair of side plates; Have
In the fitting for a wooden building that inserts the insertion portion into the connecting groove from above and connects the column side mounting member and the beam side mounting member,
The connecting groove is formed such that the width dimension gradually decreases from the upper side to the lower side, and the width of the insertion portion gradually decreases from the upper side to the lower side corresponding to the shape of the connecting groove. is formed as, while connecting the beam-side mounting member and the pillar-side attachment member that pulls in the insertion portion is fitted into the coupling groove,
Holes for inserting bolts penetrating the pillars are respectively formed at both ends of the column abutting plate, and a pair of nuts screwed to the tip ends of the bolts protruding from the respective holes are provided with the pair of insertion portions. A joint fitting for wooden construction, characterized in that it is provided with a small gap on both outer sides of the sandwiched portion, and the pair of insertion portions are prevented from being pressed when trying to open outward .
請求項1に記載した木造建築用の接合金具において、
柱当接板の下端部には梁側へ突出する底板が固着されており、支持板と離間板は前記柱当接板と前記底板の両方に固着され、梁当接板の上端部には柱側へ突出する天板が固着されており、側板と差し込み部は前記梁当接板と前記天板の両方に固着されていることを特徴とする木造建築用の接合金具。
In the joining metal fittings for wooden buildings according to claim 1,
A bottom plate protruding to the beam side is fixed to the lower end portion of the column contact plate, and the support plate and the separation plate are fixed to both the column contact plate and the bottom plate. A top plate protruding to a column side is fixed, and the side plate and the insertion portion are fixed to both the beam contact plate and the top plate.
請求項2に記載した木造建築用の接合金具において、
差し込み部を連結溝に差し込んだ状態で支持板と離間板の上端面は天板の下面に当接し、且つ側板と差し込み部の下端面は底板の上面に当接することを特徴とする木造建築用の接合金具。
In the joining metal fittings for wooden buildings according to claim 2,
For wooden construction, characterized in that the upper end surfaces of the support plate and the separation plate are in contact with the lower surface of the top plate, and the side plates and the lower end surface of the insertion portion are in contact with the upper surface of the bottom plate while the insertion portion is inserted into the connecting groove. Joint fittings.
請求項1から3に記載の木造建築用の接合金具によって柱と梁が接合されていることを特徴とする木造建築物における柱と梁の連結構造 A connecting structure for a pillar and a beam in a wooden building, wherein the pillar and the beam are joined by the joint member for a wooden building according to claim 1 .
JP2010187004A 2010-08-24 2010-08-24 Joining metal fittings for wooden buildings and connecting structures of columns and beams in wooden buildings Active JP5660825B2 (en)

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KR101659429B1 (en) * 2015-04-30 2016-09-23 주식회사 스틸코 Asymmetric plate, framework connection structure and method of using the same
JP7068917B2 (en) * 2018-05-09 2022-05-17 清司 細川 Connection structure of seismic metal fittings for wooden buildings
KR102195114B1 (en) * 2018-06-22 2020-12-24 김영목 Method locking firmly steel structure joining the joint of timber column and beam

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JPH0630972Y2 (en) * 1990-11-01 1994-08-22 有限会社平田建設 Construction fittings
JP4502677B2 (en) * 2004-03-24 2010-07-14 有限会社グランドフォーム Metal fittings for wooden construction

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