JP2009293342A - Joint structure used for gate-shaped wood frame - Google Patents

Joint structure used for gate-shaped wood frame Download PDF

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JP2009293342A
JP2009293342A JP2008150382A JP2008150382A JP2009293342A JP 2009293342 A JP2009293342 A JP 2009293342A JP 2008150382 A JP2008150382 A JP 2008150382A JP 2008150382 A JP2008150382 A JP 2008150382A JP 2009293342 A JP2009293342 A JP 2009293342A
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plate
side end
members
joining
joined
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JP5147552B2 (en
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Toshihiko Kimura
俊彦 木村
Qiang Li
強 李
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HOMEZOO CO Ltd
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HOMEZOO CO Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To dispense with an auxiliary pole in joining of a horizontal member such as a girth to a wood frame to improve the workability and economic efficiency, and particularly to reduce a workload for maintaining the accuracy of members, which is required due to a gap between members caused every time the number of auxiliary poles is increased. <P>SOLUTION: In the joint structure for building for joining a pair of horizontal members respectively to the front surface and rear surface of a side end of a gate-shaped wood frame formed by a pair of longitudinal members erected on a building foundation and a cross member joined to upper parts of the vertical members through a sheet-like metal joint, the sheet-like joint metal is inserted into a slit formed in the wood frame, with a side end of the sheet-like joint metal being fixed and set with a predetermined space inwardly from side ends of the side end of the wood frame, and both the horizontal members are joined to the wood frame through the joint metal inserted to the part in which the predetermined space is formed of the side ends of the wood frame. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

この発明は、建築構造物たる門形の木質フレームに用いる接合構造に関する。   The present invention relates to a joint structure used for a gate-shaped wood frame as a building structure.

図12〜14に示す従来の門形ラーメンフレームを用いた建構造は、一階部分の前部に左右支持壁間の間隔(1スパン)の開口幅を有する門形の木質フレームFを前後方向に基礎B1上に並設し、内部に壁組や柱を有しない空間部を形成してあり、この木質フレームFを介在した状態で、枠組壁工法によって、土台B2上に1階床組が施工され、左右両側壁部と後壁部には耐力壁を含む1階壁組が取付けられ、耐力壁の交差する箇所には隅柱等が取り付けられる。組み立てられた1階壁組の上には2階床組が施工され、その2階床組上には隅柱が取付けられ、耐力壁を含む2階壁組が施工され、同様に3階壁床組、3階壁組が施工され、屋根組Rが施工される。   The building structure using the conventional portal ramen frame shown in FIGS. 12 to 14 includes a portal wooden frame F having an opening width of the interval between the left and right support walls (one span) at the front part of the first floor portion. Are arranged side by side on the foundation B1, and a space part without a wall set or pillar is formed inside, and the first floor set is formed on the base B2 by the frame wall construction method with the wood frame F interposed. The first floor wall set including the load bearing walls is attached to the left and right side wall portions and the rear wall portion, and corner posts or the like are attached to the intersections of the load bearing walls. On the assembled first-floor wall assembly, a second-floor floor assembly is constructed, on which a corner pillar is attached, a second-floor wall assembly including a load-bearing wall is constructed. A floor assembly, a three-story wall assembly is constructed, and a roof assembly R is constructed.

前記門形の木質フレームFは、図12、13、14に示すように、2本の縦材F1,F2と、この2本の縦材F1、F2の上部にL字形の接合金属板S1によって接合された横材F3とからなる。L字形の接合金属板S1は、縦材F1、F2及び横材F3に形成されて連通するスリットに挿入されて、縦材F1,F2と横材F3とを接合固定するものである。また、図13に示されるように、門形フレームFを構成する横材F3の前後方向面には添え柱A1、A2が立設され、ひら金物S2等によって門形フレームFに固定される。そして、添え柱A1、A2の前方向面および後方向面には、胴差等である横架材W1、W2が羽子板ボルト(片ひきボルト)S3や短ざく金物S4を介して連結固定される。   As shown in FIGS. 12, 13, and 14, the portal-shaped wood frame F includes two vertical members F1 and F2, and an L-shaped joining metal plate S1 on the two vertical members F1 and F2. It consists of the joined cross member F3. The L-shaped joining metal plate S1 is inserted into a slit formed and communicated with the longitudinal members F1, F2 and the transverse member F3, and joins and fixes the longitudinal members F1, F2 and the transverse member F3. Further, as shown in FIG. 13, auxiliary pillars A1 and A2 are erected on the front-rear direction surface of the cross member F3 constituting the portal frame F, and are fixed to the portal frame F by a metal fitting S2 or the like. Further, the horizontal members W1 and W2, which are trunk differences, are connected and fixed to the front and rear surfaces of the supporting pillars A1 and A2 via a battledore bolt (one-handed bolt) S3 and a metal fitting S4. .

このような構造は、接合金属板S1の縦材F1,F2に挿入された部分の横幅と縦材F1,F2の横幅とが同等であって、接合金属板S1の外側端と、横材F3や縦材F1,F2の外側端とが一致するように配置固定されるため、胴差である横架材W1等を木質フレームFの角部に連結しようとして、縦材F1,F2に対して直接的に羽子板ボルトS3等を前後方向に挿入しようとすると、接合金属板S2が干渉して深く挿入できない為である。つまり、添え柱A1、A2は、接合金具S1と前後方向に挿入される羽子板ボルト等の接合金具とが緩衝しないようにするためのものである。
特開平07−150644
In such a structure, the width of the portion inserted into the vertical members F1 and F2 of the joining metal plate S1 is equal to the width of the longitudinal members F1 and F2, and the outer end of the joining metal plate S1 and the transverse member F3. And the vertical members F1 and F2 are arranged and fixed so as to coincide with the outer ends of the vertical members F1 and F2. This is because if the battledore bolt S3 or the like is directly inserted in the front-rear direction, the joined metal plate S2 interferes and cannot be inserted deeply. That is, the auxiliary pillars A1 and A2 are for preventing the joining fitting S1 and the joining fitting such as a battledore bolt inserted in the front-rear direction from being buffered.
JP 07-150644 A

したがって、このような従来技術においては、胴差や軒桁等の横架材を門形フレームの前後方向に接合する場合に、添え柱が必要となる点において施工作業が複雑であるばかりか経済的にも好ましいものではない。特に、添え柱が増える毎に部材間の隙間が生じるため、部材の垂直精度を保つ作業は極めて煩雑となる。   Therefore, in such a conventional technique, when a horizontal member such as a trunk difference or an eaves girder is joined in the front-rear direction of the portal frame, the construction work is complicated in that a supplementary pillar is required. This is also not preferable. In particular, the gap between the members is generated every time the supporting pillar is increased, and therefore the work of maintaining the vertical accuracy of the members becomes extremely complicated.

本発明は、上記問題点に鑑み、建物基礎2に立設される一対の縦材11A、11Bと、前記縦材11A、11Bの上部に板状の接合金具12を介して接合された横材13とで形成される門形の木質フレーム1において、前記木質フレーム1の側端部の前面又は後面に接合される横架材5の接合構造であって、前記板状の接合金具12は、木質フレーム1に形成されたスリットGに挿入されると共に、板状の接合金具12の側端12Eが木質フレーム1の側端部の側端11E、13Eから内方向(門形フレームの左右方向の中央方向)に所定間隔Dを介して固定設置されており、木質フレーム1の側端部のうち前記所定間隔Dが形成された部分(木質フレーム1の側端部のうち、その側端11E、13Eから、固定設置された接合金具12の側端12Eまでの間隔)に挿入された接合金具6を介して前記横架材5と木質フレーム1とを接合してなる成ることを特徴とする建築物用接合構造である。   In view of the above problems, the present invention provides a pair of vertical members 11A and 11B standing on a building foundation 2 and a cross member joined to the upper portions of the vertical members 11A and 11B via a plate-shaped joint metal fitting 12. 13 in the portal-shaped wood frame 1 formed by the horizontal frame 5 joined to the front or rear surface of the side end of the wood frame 1, wherein the plate-like joint metal fitting 12 is The side end 12E of the plate-shaped joint fitting 12 is inserted inward from the side ends 11E and 13E of the side end portion of the wooden frame 1 (in the lateral direction of the portal frame). Fixedly installed in the center direction via a predetermined interval D, and a portion of the side end portion of the wooden frame 1 where the predetermined interval D is formed (the side end 11E of the side end portion of the wooden frame 1; From 13E, the side of the joint fitting 12 fixedly installed 12E is a building for bonding structure via a connecting bracket 6 which is inserted in the interval), characterized by comprising formed by bonding the horizontal member 5 and the wooden frame 1 up.

木質フレームの側端部とは、縦材の上面と横材の側端部下面とを対接して接合してなる門形フレームにおいては横材の両側端部を意味し、この場合、側端部の側端とは横材の両側端となり、また、縦材の上部側面(内側側面)と横材の側面とを対接して接合してなる門形フレームにおいては、木質フレームの側端部とは縦材上部を意味し、この場合、側端部の側端とは縦材の側端となる。   The side edge of the wooden frame means the both side edges of the cross member in the portal frame formed by contacting the upper surface of the vertical member and the lower surface of the side member of the cross member. The side edge of the part is the both side edges of the cross member, and in the case of a gate-shaped frame that joins the upper side surface (inner side surface) of the vertical member to the side surface of the cross member, the side edge of the wooden frame Means the upper part of the longitudinal member, and in this case, the side end of the side end part is the side end of the longitudinal member.

なお、建物基礎に立設される一対の縦材と、前記縦材の上部に板状の接合金具を介して接合された横材とで形成される門形の木質フレームは、木質フレームを構成する縦材の上部及び横材の側端部に形成されたスリットに板状の接合金具を挿入し、縦材の上部及び横材の側端部、板状の接合金具にそれぞれ穿孔されたピン孔にドリフトピンを打ち込んで接合固定される。   In addition, the gate-shaped wooden frame formed by a pair of vertical members erected on the building foundation and a horizontal member joined to the upper part of the vertical members via a plate-shaped joint metal fittings constitutes a wooden frame A plate-shaped joint fitting is inserted into the slit formed in the upper part of the vertical member and the side end part of the horizontal member, and the holes are drilled in the upper part of the vertical member, the side end part of the transverse member, and the plate-like joint fitting, respectively. A drift pin is driven into the hole and fixed.

また、本発明は、建物基礎2に立設される一対の縦材11A、11Bと、前記縦材11A、11Bの上部に板状の接合金具12を介して接合された横材13とで形成される門形の木質フレーム1において、前記木質フレーム1の側端部の前面及び後面にそれぞれ接合される一対の横架材5の接合構造であって、前記板状の接合金具12は、木質フレーム1に形成されたスリットGに挿入されると共に、板状の接合金具12の側端12Eが木質フレーム1の側端部の側端から内方向に所定間隔Dを介して固定設置されており、木質フレーム1の側端部のうち前記所定間隔Dが形成された部分に挿入された接合金具6を介して前記横架材5と木質フレーム1とを接合してなる成ることを特徴とする建築物用接合構造である。   In addition, the present invention is formed by a pair of vertical members 11A and 11B erected on the building foundation 2 and a horizontal member 13 joined to the upper portions of the vertical members 11A and 11B via a plate-like joining metal fitting 12. The gate-shaped wood frame 1 is a joined structure of a pair of horizontal members 5 joined to the front and rear surfaces of the side ends of the wood frame 1, and the plate-like joining metal 12 is made of wood. It is inserted into the slit G formed in the frame 1, and the side end 12E of the plate-like joint fitting 12 is fixedly installed inward from the side end of the side end portion of the wooden frame 1 with a predetermined distance D. The horizontal member 5 and the wooden frame 1 are joined to each other through a joint fitting 6 inserted into a portion of the side end portion of the wooden frame 1 where the predetermined distance D is formed. It is a joint structure for buildings.

木質フレーム1の側端部の前面には、前後方向に延在する一の横架材の後面が対接して接合され、木質フレーム1の側端部の後面には、他の横架材の前面が対接して接合される。   The rear surface of one horizontal member extending in the front-rear direction is joined to and joined to the front surface of the side end portion of the wooden frame 1, and other horizontal members are connected to the rear surface of the side end portion of the wooden frame 1. The front faces meet and are joined.

所定間隔Dが形成された部分に挿入される接合金具6は、木質フレームの側端部のうち前記所定間隔が形成された部分に前後方向に挿入されたものであり、前端部、中間部及び後端部とからなり、具体的には、前方に延在する一の横架材に挿入されて固定される前端部と、木質フレームの側端部のうち前記所定間隔が形成された部分に挿入される中間部と、後方に延在する他の横架材に挿入されて固定される後端部とからなる。例えば、矩形状の板体であって、中央部分を所定間隔Dに挿入し、その両端部が両横架材5にそれぞれ挿入されるものとすることもできる。   The joint fitting 6 inserted into the portion where the predetermined interval D is formed is inserted in the front-rear direction into the portion where the predetermined interval is formed among the side end portions of the wooden frame, and includes a front end portion, an intermediate portion, and Specifically, a front end portion that is inserted into and fixed to one horizontal member extending forward and a side end portion of the wooden frame where the predetermined interval is formed. It consists of an intermediate part to be inserted and a rear end part which is inserted and fixed to another horizontal member extending rearward. For example, it may be a rectangular plate, and the center portion may be inserted at a predetermined interval D, and both end portions thereof may be inserted into the horizontal members 5 respectively.

また、本発明は、建物基礎2に立設される一対の縦材11A、11Bと、前記縦材11A、11Bの上部に板状の接合金具12を介して接合された横材13とで形成される門形の木質フレーム1において、前記木質フレーム1の角部の前面又は後面に接合される横架材5の接合構造であって、前記板状の接合金具12は、木質フレーム1の角部に形成されたスリットGに挿入されると共に、板状の接合金具12の側端12Eが木質フレーム1の角部の側端11E、13Eから内方向に所定間隔Dを介して固定設置されており、木質フレーム1の角部のうち前記所定間隔Dが形成された部分に挿入された接合金具6を介して横架材5と木質フレーム1の角部とを接合してなる成ることを特徴とする建築物用接合構造である。   In addition, the present invention is formed by a pair of vertical members 11A and 11B erected on the building foundation 2 and a horizontal member 13 joined to the upper portions of the vertical members 11A and 11B via a plate-like joining metal fitting 12. The gate-shaped wood frame 1 is a joining structure of a horizontal member 5 joined to the front surface or the rear surface of the corner portion of the wood frame 1, and the plate-like joining metal 12 is a corner of the wood frame 1. The side end 12E of the plate-like joint fitting 12 is fixedly installed inward from the side ends 11E and 13E of the corners of the wood frame 1 with a predetermined distance D. The horizontal frame 5 and the corner of the wooden frame 1 are joined to each other through the joint fitting 6 inserted into the corner of the wooden frame 1 where the predetermined distance D is formed. This is a joint structure for buildings.

また、本発明は、建物基礎2に立設される一対の縦材11A、11Bと、前記縦材11A、11Bの上部に板状の接合金具12を介して接合された横材13とで形成される門形の木質フレーム1において、前記木質フレーム1の角部の前面及び後面に接合される前後一対の横架材5の接合構造であって、前記板状の接合金具12は、木質フレーム1の角部に形成されたスリットGに挿入されると共に、板状の接合金具12の側端12Eが木質フレーム1の角部の側端11E、13Eから内方向に所定間隔Dを介して固定設置されており、木質フレーム1の角部のうち前記所定間隔Dが形成された部分に挿入された接合金具6を介して前記両横架材5と木質フレーム1の角部とを接合してなる成ることを特徴とする建築物用接合構造である。   In addition, the present invention is formed by a pair of vertical members 11A and 11B erected on the building foundation 2 and a horizontal member 13 joined to the upper portions of the vertical members 11A and 11B via a plate-like joining metal fitting 12. The gate-shaped wood frame 1 is a joining structure of a pair of front and rear horizontal members 5 joined to the front and rear surfaces of the corners of the wood frame 1, wherein the plate-like joining metal 12 is a wood frame. The side end 12E of the plate-like joint fitting 12 is fixed inward from the side ends 11E and 13E of the corner of the wood frame 1 with a predetermined distance D. The both horizontal members 5 and the corners of the wood frame 1 are joined via joint fittings 6 inserted into the corners of the wood frame 1 where the predetermined distance D is formed. It is the joining structure for buildings characterized by comprising.

木質フレームの角部とは、縦材の上面と横材の側端部下面とを対接して接合してなる門形フレームにおいては、横材の側端部を意味し、縦材の上部側面(内側側面)と横材の側面とを対接して接合してなる門形フレームにおいては、縦材の上部を意味する。   The corner of the wood frame means the side edge of the cross member in the portal frame formed by contacting the upper surface of the vertical member and the lower surface of the side end of the cross member. In the portal frame formed by joining the (inner side surface) and the side surface of the cross member, it means the upper part of the vertical member.

なお、接合金具6は、例えば、木質フレーム1の側端部のうち前記所定間隔が形成された部分に前後方向に挿入されたものであり、前端部6A、中間部6C及び後端部6Bとからなり、具体的には、前方に延在する一の横架材に挿入されて固定される前端部と、木質フレームの側端部のうち前記所定間隔が形成された部分に挿入される中間部と、後方に延在する他の横架材に挿入されて固定される後端部とからなる。   In addition, the joining metal fitting 6 is inserted in the front-back direction in the part in which the said predetermined space | interval was formed among the side edge parts of the wooden frame 1, for example, and the front end part 6A, the intermediate part 6C, and the rear end part 6B Specifically, a front end portion that is inserted into and fixed to one horizontal member extending forward, and an intermediate portion that is inserted into a portion of the side end portion of the wooden frame that is formed with the predetermined interval And a rear end portion that is inserted into and fixed to another horizontal member extending rearward.

また、本発明は、建物基礎2に立設される一対の縦材11A、11Bと、前記縦材11A、11Bの上部上面に板状の接合金具12を介して接合された横材13とで形成される門形の木質フレーム1において、前記木質フレーム1の横材13の側端部の前面又は後面に接合される横架材5の接合構造であって、前記板状の接合金具12は、縦材11A、11Bの上部及び横材13の側端部に形成されたスリットGに挿入されると共に、板状の接合金具12の側端12Eが横材13の側端13Eから内方向に所定間隔Dを介して固定設置されており、横材13のうち前記所定間隔Dが形成された部分に挿入された接合金具6を介して前記横架材5の前面又は後面と横材13の側端部の前面又は後面とを接合して成ることを特徴とする建築物用接合構造である。   The present invention also includes a pair of vertical members 11A and 11B erected on the building foundation 2 and a horizontal member 13 bonded to the upper upper surface of the vertical members 11A and 11B via a plate-shaped bonding metal 12. The gate-shaped wood frame 1 to be formed has a joining structure of the horizontal member 5 joined to the front surface or the rear surface of the side end portion of the transverse member 13 of the wooden frame 1, and the plate-like joining metal 12 is The side ends 12E of the plate-like joint metal fitting 12 are inserted inward from the side ends 13E of the cross member 13 while being inserted into the slits G formed in the upper portions of the vertical members 11A and 11B and the side end portions of the cross member 13. It is fixedly installed via a predetermined distance D, and the front or rear surface of the horizontal member 5 and the horizontal member 13 are connected to each other via a joint fitting 6 inserted into a portion of the horizontal member 13 where the predetermined distance D is formed. A building contact characterized by joining the front or rear surface of the side edge. It is a structure.

また、本発明は、建物基礎2に立設される一対の縦材11A、11Bと、前記縦材11A、11Bの上部上面に板状の接合金具12を介して接合された横材13とで形成される門形の木質フレーム1において、前記木質フレーム1の横材13の側端部の前面及び後面に接合される一対の横架材5の接合構造であって、前記板状の接合金具12は、縦材11A、11Bの上部及び横材13の側端部に形成されたスリットGに挿入されると共に、板状の接合金具12の側端12Eが横材13の側端13Eから内方向に所定間隔Dを介して固定設置されており、横材13のうち前記所定間隔Dが形成された部分に挿入された接合金具6を介して前記両横架材のうち一の横架材の前面と横材13の側端部の後面を接合すると共に、他の横架材の後面と横材13の側端部の前面を接合して成ることを特徴とする建築物用接合構造である。   The present invention also includes a pair of vertical members 11A and 11B erected on the building foundation 2 and a horizontal member 13 bonded to the upper upper surface of the vertical members 11A and 11B via a plate-shaped bonding metal 12. In the portal-shaped wood frame 1 to be formed, the plate-like joint metal fitting is a joining structure of a pair of horizontal members 5 joined to the front and rear surfaces of the side end portion of the cross member 13 of the wood frame 1. 12 is inserted into the slit G formed in the upper part of the vertical members 11A and 11B and the side end portion of the cross member 13, and the side end 12E of the plate-like joint metal fitting 12 is connected to the inner end of the side member 13 from the side end 13E. One of the horizontal members of the two horizontal members is fixedly installed in the direction with a predetermined interval D, and the connecting member 6 is inserted into a portion of the horizontal member 13 where the predetermined interval D is formed. And the rear surface of the side member of the horizontal member 13 and the rear surface of the other horizontal member A building for junction structure, characterized in that formed by joining the front surface of the side edge portion of the timber 13.

また、本発明は、建物基礎2に立設される一対の縦材11A、11Bと、前記縦材11A、11Bの上部側面に板状の接合金具12を介して接合された横材13とで形成される門形の木質フレーム1において、前記木質フレーム1の縦材11A、11Bの上部の前面又は後面に接合される横架材5の接合構造であって、前記板状の接合金具12は、縦材11A、11Bの上部及び横材13の側端部に形成されたスリットGに挿入されると共に、板状の接合金具12の側端12Eが縦材上部の側端11Eから内方向に所定間隔Dを介して固定設置されており、縦材11A、11Bのうち前記所定間隔Dが形成された部分に前後方向に挿入された接合金具6を介して前記横架材5の前面又は後面と木質フレーム1の縦材11A、11Bの上部の前面又は後面とを接合して成ることを特徴とする建築物用接合構造である。   The present invention also includes a pair of vertical members 11A and 11B erected on the building foundation 2 and a horizontal member 13 bonded to the upper side surface of the vertical members 11A and 11B via a plate-shaped bonding metal 12. In the gate-shaped wood frame 1 to be formed, a joining structure of a horizontal member 5 joined to the front or rear surface of the upper portion of the vertical members 11A and 11B of the wood frame 1, The side ends 12E of the plate-like joining metal 12 are inserted inward from the side ends 11E of the upper portion of the vertical member while being inserted into the slits G formed in the upper portions of the vertical members 11A and 11B and the side ends of the horizontal member 13. The front or rear surface of the horizontal member 5 is fixedly installed via a predetermined interval D, and is connected to the longitudinal members 11A and 11B in the front-rear direction at a portion where the predetermined interval D is formed. And in front of the top of the vertical members 11A and 11B of the wood frame 1 Or buildings for joining structure characterized by comprising bonding the rear surface.

また、本発明は、建物基礎2に立設される一対の縦材11A、11Bと、前記縦材11A、11Bの上部側面に板状の接合金具12を介して接合された横材13とで形成される門形の木質フレーム1において、前記木質フレーム1の縦材11A、11Bの上部の前面及び後面に接合される一対の横架材5の接合構造であって、前記板状の接合金具12は、縦材11A、11Bの上部及び横材13の側端部に形成されたスリットGに挿入されると共に、板状の接合金具12の側端12Eが縦材上部の側端11Eから内方向に所定間隔Dを介して固定設置されており、縦材11A、11Bのうち前記所定間隔Dが形成された部分に挿入された接合金具6を介して前記両横架材のうち一の横架材の前面と縦材11A、11Bの上部の後面を接合すると共に、他の横架材の後面と縦材11A、11Bの上部の前面を接合して成ることを特徴とする建築物用接合構造である。   The present invention also includes a pair of vertical members 11A and 11B erected on the building foundation 2 and a horizontal member 13 bonded to the upper side surface of the vertical members 11A and 11B via a plate-shaped bonding metal 12. In the portal-shaped wood frame 1 to be formed, the plate-shaped joining metal fitting is a joining structure of a pair of horizontal members 5 joined to the front and rear surfaces of the vertical members 11A and 11B of the wood frame 1. 12 is inserted into a slit G formed in the upper part of the vertical members 11A and 11B and the side end part of the horizontal member 13, and the side end 12E of the plate-shaped joint metal fitting 12 is connected to the inner side of the upper end of the vertical member 11E. It is fixedly installed in the direction with a predetermined distance D, and one of the horizontal members of the horizontal members 11A and 11B is inserted into a portion where the predetermined distance D is formed. The front surface of the frame member and the upper rear surface of the vertical members 11A and 11B are joined Both of which are building a joint structure characterized by comprising bonding the surface and Tatezai 11A, the front of the top of 11B after the other horizontal member.

また、本発明は、建物基礎に立設される一対の縦材11A、11Bと、前記縦材11A、11Bの上部に一の板状の接合金具12を介して接合された一の横材13と、縦材11A、11Bの側面に他の板状の接合金具12´を介して接合されると共に前記横材13の下方向に並列する少なくとも一つの他の横材13´とで形成される門形の木質フレーム1において、前記木質フレーム1の一の横材13の側端部の前面又は後面に接合される横架材の接合構造であって、前記一の板状の接合金具12は、縦材11A、11Bの上部及び一の横材13の側端部に形成されたスリットGに挿入されると共に、板状の接合金具12の側端12Eが横材13の側端13Eから内方向に所定間隔Dを介して固定設置されており、一の横材13のうち前記所定間隔Dが形成された部分に挿入された接合金具6を介して前記横架材と一の横材13とを接合して成り、前記木質フレームの縦材11A、11Bの前面又は後面に接合される他の横架材の接合構造は、前記他の板状の接合金具12´を、縦材11A、11B及び他の横材13´の側端部に形成されたスリットに挿入されると共に、板状の接合金具12´の側端12E´が縦材11A、11Bの側端から内方向に所定間隔Dを介して固定設置されており、縦材11A、11Bのうち前記所定間隔Dが形成された部分に挿入された接合金具6´を介して前記他の横架材と縦材とを接合してなる成ることを特徴とする建築物用接合構造である。   The present invention also includes a pair of vertical members 11A and 11B erected on a building foundation, and a cross member 13 joined to the upper portions of the vertical members 11A and 11B via a plate-shaped joint fitting 12. And at least one other cross member 13 ′ which is joined to the side surfaces of the longitudinal members 11 </ b> A and 11 </ b> B via another plate-like joint metal fitting 12 ′ and parallel to the lower direction of the cross member 13. The gate-shaped wood frame 1 is a structure for joining horizontal members to be joined to the front surface or the rear surface of the side end portion of one transverse member 13 of the wooden frame 1, wherein the one plate-like joining metal 12 is The side end 12E of the plate-shaped joining metal 12 is inserted from the side end 13E of the cross member 13 into the slit G formed in the upper part of the vertical members 11A and 11B and the side end of one cross member 13. It is fixedly installed in the direction through a predetermined interval D, and the predetermined one of the cross members 13 is The horizontal member and the one horizontal member 13 are joined to each other through a joint fitting 6 inserted in a portion where the distance D is formed, and joined to the front or rear surface of the wood frame vertical members 11A and 11B. In the other horizontal member joining structure, the other plate-like joining metal fitting 12 'is inserted into the slits formed at the side ends of the longitudinal members 11A, 11B and the other transverse members 13', A side end 12E ′ of the plate-shaped joining metal fitting 12 ′ is fixedly installed inward from the side ends of the vertical members 11A and 11B via a predetermined distance D, and the predetermined distance D is formed among the vertical members 11A and 11B. It is a joint structure for buildings, characterized in that it is formed by joining the other horizontal member and the vertical member through a joint fitting 6 ′ inserted into the formed part.

また、本発明は、建物基礎に立設される一対の縦材11A、11Bと、前記縦材11A、11Bの上部に一の板状の接合金具12を介して接合された一の横材13と、縦材11A、11Bの側面に他の板状の接合金具12´を介して接合されると共に前記横材13の下方向に並列する少なくとも一つの他の横材13´とで形成される門形の木質フレーム1において、前記木質フレーム1の一の横材13の側端部の前面及び後面に接合される一対の横架材の接合構造であって、前記一の板状の接合金具12は、縦材11A、11Bの上部及び一の横材13の側端部に形成されたスリットGに挿入されると共に、板状の接合金具12の側端12Eが横材13の側端13Eから内方向に所定間隔Dを介して固定設置されており、一の横材13のうち前記所定間隔Dが形成された部分に挿入された接合金具6を介して前記両横架材と一の横材13とを接合して成り、前記木質フレームの縦材11A、11Bの前面及び後面に接合される他の両横架材の接合構造は、前記他の板状の接合金具12´を、縦材11A、11B及び他の横材13´の側端部に形成されたスリットに挿入されると共に、板状の接合金具12´の側端12E´が縦材11A、11Bの側端から内方向に所定間隔Dを介して固定設置されており、縦材11A、11Bのうち前記所定間隔Dが形成された部分に挿入された接合金具6´を介して前記他の両横架材と縦材とを接合してなる成ることを特徴とする建築物用接合構造である。   The present invention also includes a pair of vertical members 11A and 11B erected on a building foundation, and a cross member 13 joined to the upper portions of the vertical members 11A and 11B via a plate-shaped joint fitting 12. And at least one other cross member 13 ′ which is joined to the side surfaces of the longitudinal members 11 </ b> A and 11 </ b> B via another plate-like joint metal fitting 12 ′ and parallel to the lower direction of the cross member 13. The gate-shaped wood frame 1 is a joining structure of a pair of horizontal members to be joined to the front surface and the rear surface of the side end portion of one lateral member 13 of the wooden frame 1, wherein the one plate-shaped joint metal fitting 12 is inserted into a slit G formed at the upper part of the vertical members 11A and 11B and at the side end of one cross member 13, and the side end 12E of the plate-like joint metal fitting 12 is the side end 13E of the cross member 13. It is fixedly installed inward through a predetermined distance D from the front of one cross member 13 The front and rear surfaces of the vertical members 11A and 11B of the wood frame are formed by joining both the horizontal members and the one horizontal member 13 via the joint fitting 6 inserted in the portion where the predetermined distance D is formed. In the joining structure of the other horizontal members to be joined to each other, the other plate-like joining fitting 12 'is inserted into the slits formed at the side end portions of the longitudinal members 11A, 11B and the other transverse members 13'. In addition, the side end 12E ′ of the plate-shaped joint metal fitting 12 ′ is fixedly installed inward from the side end of the longitudinal members 11A and 11B with a predetermined distance D, and the predetermined end of the longitudinal members 11A and 11B is It is a joint structure for buildings, characterized in that it is formed by joining the other horizontal members and the vertical member via a joint fitting 6 'inserted in a portion where the interval D is formed.

また、本発明は、建物基礎2に埋設されたアンカーボルトに板状の接合金具7を介して立設される一対の断面矩形状の縦材11A、11Bと、前記縦材11A、11Bの上部上面に板状のL字形接合金具を介して接合された断面矩形状の横材13とで形成される門形の木質フレーム1において、前記横材13の側端部の前面又は後面に接合される横架材の接合構造であって、前記板状のL字形接合金具12は、縦材11A、11Bの上部及び横材13の側端部に形成されたスリットGに挿入されると共に、板状のL字形接合金具12の側端12Eが横材13の側端13Eから内方向に所定間隔Dを介して固定設置されており、横材13の側端部のうち前記所定間隔Dが形成された部分に前後方向に挿入された接合金具6を介して前記横架材5の前面又は後面と横材側端部の前面又は後面とを対接して接合してなる成ることを特徴とする建築物用接合構造である。   Further, the present invention provides a pair of vertical members 11A and 11B having a rectangular cross-section standing on anchor bolts embedded in the building foundation 2 via a plate-like joint fitting 7, and upper portions of the vertical members 11A and 11B. In a gate-shaped wooden frame 1 formed with a cross-shaped rectangular cross member 13 joined to the upper surface via a plate-like L-shaped joint metal fitting, it is joined to the front or rear surface of the side end portion of the cross member 13. The plate-like L-shaped joint fitting 12 is inserted into slits G formed at the upper portions of the longitudinal members 11A and 11B and the side end portions of the transverse member 13, and the plate The side end 12E of the L-shaped joining bracket 12 is fixedly installed inward from the side end 13E of the cross member 13 with a predetermined distance D, and the predetermined distance D is formed in the side end portion of the cross member 13. Of the horizontal member 5 through the joint fitting 6 inserted in the front-rear direction in the formed portion. It is a joint structure for buildings, characterized in that the front face or the rear face and the front face or the rear face of the end portion on the side of the cross member are brought into contact with each other.

また、本発明は、建物基礎2に埋設されたアンカーボルトに板状の接合金具7を介して立設される一対の断面矩形状の縦材11A、11Bと、前記縦材11A、11Bの上部上面に板状のL字形接合金具を介して接合された断面矩形状の横材13とで形成される門形の木質フレーム1において、前記横材13の側端部の前面及び後面に接合される横架材の接合構造であって、前記板状のL字形接合金具12は、縦材11A、11Bの上部及び横材13の側端部に形成されたスリットGに挿入されると共に、板状のL字形接合金具12の側端12Eが横材13の側端13Eから内方向に所定間隔Dを介して固定設置されており、横材13の側端部のうち前記所定間隔Dが形成された部分に前後方向に挿入された接合金具6を介して前記横架材5の前面及び後面と横材13側端部の前面及び後面とをそれぞれ対接して接合してなる成ることを特徴とする建築物用接合構造である。   Further, the present invention provides a pair of vertical members 11A and 11B having a rectangular cross-section standing on anchor bolts embedded in the building foundation 2 via a plate-like joint fitting 7, and upper portions of the vertical members 11A and 11B. In a gate-shaped wooden frame 1 formed of a cross member having a rectangular cross section joined to the upper surface via a plate-like L-shaped joint metal fitting, it is joined to the front and rear surfaces of the side ends of the cross member 13. The plate-like L-shaped joint fitting 12 is inserted into slits G formed at the upper portions of the longitudinal members 11A and 11B and the side end portions of the transverse member 13, and the plate The side end 12E of the L-shaped joining bracket 12 is fixedly installed inward from the side end 13E of the cross member 13 with a predetermined distance D, and the predetermined distance D is formed in the side end portion of the cross member 13. Of the horizontal member 5 through the joint fitting 6 inserted in the front-rear direction in the formed portion. A building joint structure characterized in that the front surface and the rear surface and the front surface and the rear surface of the end portion on the side of the cross member 13 are in contact with each other.

このように、板状の接合金具は、縦材及び横材に形成されて連通するスリットに挿入される共に木質フレームの側端部から内方に所定間隔を介してドリフトピンで固定設置されており、前記木質フレームの所定間隔が形成された部分に胴差や軒桁等の横架材を接合する接合金具を挿入して成ることから、従来技術のように添え柱が必要ではなくなるので、胴差などの横架材を木質フレームに接合する場合の施工作業性・経済性が有意に向上する。特に、添え柱が増える毎に部材間の隙間が生じるために必要となる精度を保つ作業負担が大きく軽減される。   In this way, the plate-shaped joint metal fitting is inserted into the slit formed in the vertical member and the cross member and communicated with each other, and is fixedly installed with the drift pin from the side end portion of the wooden frame inward through a predetermined interval. Since a joining bracket for joining a horizontal member such as a trunk difference or eaves girder is inserted into a portion where the predetermined interval of the wooden frame is formed, no additional pillar is required as in the prior art. The construction workability and economic efficiency when joining horizontal members such as torso to a wooden frame are significantly improved. In particular, the work load for maintaining the accuracy required to create a gap between the members every time the supporting pillar is increased is greatly reduced.

図1に示す門形の木質フレーム1を用いた建構造は、一、二階部分の前部に左右支持壁間の間隔(1スパン)の開口幅を有する門形フレーム1(1A,1B,1C,1D,1E)を前後方向に基礎2上に並設し、内部に壁組や柱を有しない空間部を形成しており、この門形フレーム1(1A,1B,1C,1D,1E)を介在させた状態で、枠組壁工法によって、土台3上に1階床組が施工され、左右両側壁部と後壁部には耐力壁を含む1階壁組が取付けられ、耐力壁の交差する箇所には隅柱等が取り付けられる。組み立てられた1階壁組の上には2階床組が施工され、その2階床組上には隅柱が取付けられ、耐力壁を含む2階壁組が施工され、同様に3階壁床組、3階壁組が施工され、さらに屋根組Rが施工される。   The building structure using the gate-shaped wood frame 1 shown in FIG. 1 has a portal frame 1 (1A, 1B, 1C) having an opening width of the interval (one span) between the left and right support walls at the front of the first and second floor portions. , 1D, 1E) are juxtaposed on the foundation 2 in the front-rear direction, and a space portion without a wall set or pillar is formed inside, and this portal frame 1 (1A, 1B, 1C, 1D, 1E) The first floor is assembled on the base 3 by the frame wall construction method, and the first floor walls including the bearing walls are attached to the left and right side walls and the rear wall. A corner post or the like is attached to the place to be done. On the assembled first-floor wall assembly, a second-floor floor assembly is constructed, on which a corner pillar is attached, a second-floor wall assembly including a load-bearing wall is constructed. A floor assembly, a three-story wall assembly is constructed, and a roof assembly R is constructed.

門形の木質フレーム1は、図4等に示すとおり、基礎2又は基礎2の内側に張出しを設けた取付け基礎部2aの上に取り付けられる。基礎部2a等には予めアンカーボルトBが埋設されており、木質フレーム1の縦材1A、1Bの下部に形成されたスリットgに挿入された板状の接合金具7には、アンカーボルトB用にボルト孔が形成され、このボルト孔にアンカーボルトBを挿通し、ナットを緊締することにより、アンカーボルトBに対してこの接合金具7が締結され、門形フレーム1は基礎部2a上に固定される。なお、板状の接合金具7には、複数のピン孔が穿孔されており、このピン孔にドリフトピンdpを打ち込んで、接合金具7と縦材1A、1Bは接合される。   As shown in FIG. 4 and the like, the gate-shaped wood frame 1 is mounted on a foundation 2 or an attachment base portion 2 a provided with a protrusion on the inside of the foundation 2. Anchor bolts B are embedded in the base portion 2a and the like in advance, and the plate-like joint metal fittings 7 inserted into the slits g formed in the lower portions of the vertical members 1A and 1B of the wooden frame 1 are for the anchor bolts B. Bolt holes are formed in the bolt holes, the anchor bolts B are inserted into the bolt holes, and the nuts are tightened to fasten the joint fittings 7 to the anchor bolts B. The portal frame 1 is fixed on the base portion 2a. Is done. A plurality of pin holes are perforated in the plate-shaped joining metal piece 7, and drift pins dp are driven into the pin holes to join the joining metal piece 7 and the longitudinal members 1 </ b> A and 1 </ b> B.

門形フレーム11Aは、図2等に示すとおり、一対の縦材11A,11Bと、横材13とからなり、この2本の縦材11A,11Bの上面と、横材13の側端部の下面とを対接させると共に、前後方向視L字形で板状の接合金具12によって接合されて形成される。縦材11A、11Bの上部及び横材13の両側端部には、接合金具12を挿入するために、所定の深さ及び幅を有するスリットGが穿設されている。スリットGは、具体的には、縦材11A、11Bの上部上端面の前後方向の略中央位置から下方向に彫り込まれたスリットGと、横材13の側端部下端面の前後方向の略中央位置から上方向に彫り込まれたスリットGである。この縦材11A,11Bに形成されたスリットGと横材13に形成されたスリットGとは、縦材11A、11Bの上部上面に横材13の両端部を重ね、縦材11A、11Bのそれぞれの側端と横材13の両側端とをそれぞれ合致させると連通するものである。   As shown in FIG. 2 and the like, the portal frame 11A is composed of a pair of longitudinal members 11A and 11B and a transverse member 13. The upper surfaces of the two longitudinal members 11A and 11B and the side end portions of the transverse member 13 are provided. The bottom surface is brought into contact with each other, and is formed by being joined by a plate-like joining metal fitting 12 in an L-shape in the front-rear direction. Slits G having a predetermined depth and width are formed in the upper portions of the vertical members 11A and 11B and on both side ends of the horizontal member 13 in order to insert the joint fitting 12 therein. Specifically, the slit G includes a slit G carved downward from a substantially central position in the front-rear direction of the upper upper end surfaces of the longitudinal members 11A and 11B, and a substantially center in the front-rear direction of the lower end surface of the side end portion of the cross member 13. It is a slit G carved upward from the position. The slits G formed in the vertical members 11A and 11B and the slits G formed in the cross member 13 are formed by overlapping both ends of the cross member 13 on the upper upper surfaces of the vertical members 11A and 11B. When the side ends of the cross member and the both side ends of the cross member 13 are matched with each other, they communicate.

スリットGには、図4に示すとおり、所定の厚みを有すると共に前後方向視において略L字状に形成される板体であって、前後方向に貫通したドリフトピン用のピン孔PH1が複数形成された接合金具12が挿入される。図2等に示すとおり、門形の木質フレーム1のうち接合金具12が挿入される領域(即ち、図2の前後方向視において、接合金具12の前後方向視における外郭線で囲まれるL型領域。つまり、木質フレーム1のうち、前後方向に接合金具12が介在する領域)には前後方向に貫通する複数のピン孔PH2を穿孔されており、このピン孔PH2とこれに対応するように形成された接合金具12のピン孔PH1とにドリフトピンDPを打ち込んで縦材11Aと横材13を接合金具12に固定することにより、縦材11Aと横材13を接合し、また、縦材11Bについても同様に接合する。   As shown in FIG. 4, the slit G is a plate body having a predetermined thickness and formed in a substantially L shape when viewed in the front-rear direction, and a plurality of pin holes PH1 for drift pins penetrating in the front-rear direction are formed. The joined fitting 12 is inserted. As shown in FIG. 2 etc., the area | region where the joining metal fitting 12 is inserted among the gate-shaped wooden frames 1 (namely, in the front-back direction view of FIG. 2, the L-type area | region enclosed by the outline in the front-back direction view of the joining metal fitting 12 That is, a plurality of pin holes PH2 penetrating in the front-rear direction are perforated in the wood frame 1 in a region where the joint fitting 12 is interposed in the front-rear direction, and formed so as to correspond to the pin holes PH2. The drift pin DP is driven into the pin hole PH1 of the joined fitting 12, and the longitudinal member 11A and the transverse member 13 are fixed to the joining fitting 12, thereby joining the longitudinal member 11A and the transverse member 13 and the longitudinal member 11B. Similarly, bonding is also performed.

接合金具12は、縦材11A、11Bの上部内方及び横材13の側端部内方に形成されたスリットGに挿入されるが、図2,3に示すとおり、門形の木質フレーム1の左右方向の側端(横材の側端)から内方(中央方向)に所定間隔Dを介してドリフトピンDP等で固定設置される。つまり、接合金具12が挿入された門形の木質フレーム1の角部(横材の側端部)は、前後方向に接合金具12が介在し、スリットGの内面と接合金具12の前後面とが対向して重合する部分と、前後方向に接合金具12が介在せず重合しない部分(所定間隔D)とが形成される。   The joint fitting 12 is inserted into a slit G formed on the upper inner side of the vertical members 11A and 11B and the inner side of the lateral member 13, but as shown in FIGS. It is fixedly installed with a drift pin DP or the like through a predetermined distance D from the lateral end (side end of the cross member) inward (center direction). In other words, the corner portion (side end portion of the cross member) of the portal-shaped wood frame 1 into which the joining fitting 12 is inserted has the joining fitting 12 interposed in the front-rear direction, and the inner surface of the slit G and the front and rear faces of the joining fitting 12 And a portion where the joining metal fitting 12 is not interposed in the front-rear direction (a predetermined distance D) are formed.

接合金具12は、図2に示すとおり、横材13に形成されたスリットGに挿入される矩形状の横部分12Aと、縦材11A,11Bに形成されたスリットGに挿入される矩形状の縦部分12Bとからなり、縦部分12Bの外側端と横部分12Aの外側端とが一致して側他面が面一となるL字形に構成される。縦部分12Bは、縦材11A、11Bの横幅よりも相対的に小さな幅で形成されていることから、門形の木質フレーム1の角部の内角と、接合金具12の内角とを一致するようにして配置固定すると、木質フレーム1の左右方向の端から中央方向に所定間隔だけ(縦材11A、11Bの横幅と、接合金属板12の縦部分12Bの横幅との差だけ)、前後方向に接合金属板12が介在しない箇所が形成される。この前後方向に接合金属板12が介在しない所定間隔Dには、胴差や軒桁等の横架材5A、5Bを接合するための接合金具6を挿通するための挿通孔14が形成される。   As shown in FIG. 2, the joining metal fitting 12 has a rectangular horizontal portion 12A inserted into the slit G formed in the cross member 13 and a rectangular shape inserted into the slit G formed in the vertical members 11A and 11B. It consists of a vertical portion 12B, and is configured in an L shape in which the outer end of the vertical portion 12B and the outer end of the horizontal portion 12A are coincident and the other side surface is flush. Since the vertical portion 12B is formed with a width relatively smaller than the horizontal width of the vertical members 11A and 11B, the internal angle of the corner portion of the portal wooden frame 1 and the internal angle of the joint fitting 12 are made to coincide with each other. When the arrangement is fixed, the wood frame 1 has a predetermined distance from the left and right ends in the center direction (only the difference between the width of the vertical members 11A and 11B and the width of the vertical portion 12B of the bonded metal plate 12) in the front-rear direction. The location where the joining metal plate 12 does not intervene is formed. An insertion hole 14 for inserting the joint fitting 6 for joining the horizontal members 5A and 5B such as the trunk difference and the eaves girder is formed at the predetermined interval D where the joining metal plate 12 is not interposed in the front-rear direction. .

金属製の接合金具6は、図5、6に示すとおり、木質フレーム1の側端部のうち前記所定間隔Dが形成された部分に前後方向に挿入されたものであり、前端部6A、中間部6C及び後端部6Bとからなり、具体的には、前方に延在する一の横架材に挿入されて固定される前端部と、木質フレームの側端部のうち前記所定間隔が形成された部分に挿入される中間部と、後方に延在する他の横架材に挿入されて固定される後端部とからなる。たとえば、図6、7に示すとおり、胴差や軒桁等に挿入されて釘やネジなどの固定手段Pにより固定される一対の板部6A、6B(前端部、後端部)と、一対の接合板部6A、6Bを連結して締結する引き寄せボルト等である軸部6C(中間部)とからなる。なお、所定間隔D部分に形成された挿通孔14の数や形状は、上記した接合金具6の軸の数・径、軸の間隔に合わせてプレカットして形成される。   As shown in FIGS. 5 and 6, the metal fitting 6 is inserted in the front-rear direction into a portion where the predetermined distance D is formed in the side end portion of the wooden frame 1, and includes a front end portion 6 </ b> A and an intermediate portion. Specifically, the predetermined interval is formed between a front end portion that is inserted into and fixed to one horizontal member extending forward and a side end portion of the wooden frame. It consists of an intermediate part inserted into the formed part and a rear end part inserted and fixed to another horizontal member extending rearward. For example, as shown in FIGS. 6 and 7, a pair of plate portions 6A and 6B (front end portion and rear end portion) that are inserted into a trunk difference, eaves girder, etc. and fixed by fixing means P such as a nail or a screw, and a pair The connecting plate portions 6A and 6B are connected to each other and a shaft portion 6C (intermediate portion) which is a pulling bolt or the like for fastening. Note that the number and shape of the insertion holes 14 formed in the predetermined interval D portion are formed by precutting according to the number and diameter of the shafts of the joint fitting 6 and the interval of the shafts.

このように、接合金具12は、縦材11A,11B及び横材13に形成されて連通するスリットGに挿入されると共に木質フレーム1の左右方向の端から内方(中央方向)に所定間隔Dを介してドリフトピンで固定設置されており、木質フレームの所定間隔Dが形成された部分に胴差等の横架材5Aを接合する接合金具6を挿入して成ることから、従来技術のように、接合金具6を用いる際に添え柱が必要ではなくなるので、胴差などの横架材6Aを木質フレーム1に接合する場合の施工作業性・経済性が有意に向上する。特に、添え柱の存在及び数に応じて必要となる精度を保つ作業負担が大きく軽減される。   In this way, the joint fitting 12 is inserted into the slit G formed in the longitudinal members 11A and 11B and the transverse member 13 and communicated therewith, and at a predetermined distance D inwardly from the left and right ends of the wooden frame 1 (center direction). Since a joining metal fitting 6 for joining a horizontal member 5A such as a trunk difference is inserted into a portion of the wood frame where a predetermined interval D is formed, as in the prior art. In addition, since no additional pillar is required when using the joint fitting 6, construction workability and economic efficiency when joining the horizontal member 6 </ b> A such as a trunk difference to the wooden frame 1 are significantly improved. In particular, the work burden of maintaining the accuracy required according to the presence and number of accessory posts is greatly reduced.

なお、本発明の門形フレームは建物1階の1方向即ち正面(前後)方向の一部に組み込んだ1スパンの開口幅を有する門形フレーム1Aのほか、門形フレーム1B等のように、縦材として2階までの通し柱を用いた1スパン式の門形フレーム1Bとすることも可能であり、縦材として3階までの通し柱を用いた1スパン式の門形フレームとすることもできる。   The portal frame of the present invention is not only a portal frame 1A having an opening width of 1 span incorporated in a part of one direction of the first floor of the building, that is, the front (front-rear) direction, but also a portal frame 1B, etc. It is also possible to use a 1-span type portal frame 1B using a through pillar up to the second floor as a vertical member, and it is also possible to use a one-span type portal frame using a through column up to the third floor as a vertical member. .

すなわち、図8に示すように、建物基礎2に立設される一対の縦材11A、11Bと、前記縦材11A、11Bの上部上面に一の板状の接合金具12を介して接合された一の横材13と、縦材11A、11Bの側面(内側側面)に少なくとも一つの他の板状の接合金具12´を介して接合されると共に前記横材13の下方向において並列する少なくとも一つの他の横材13´とで形成される門形の木質フレームにおいて、前記木質フレームの一の横材13の側端部の前面又は(及び)後面に接合される横架材(両横架材)(図示しない)の接合構造であって、前記一の板状の接合金具12は、縦材11A、11Bの上部及び一の横材13の側端部に形成されたスリットGに挿入されると共に、板状の接合金具12の側端12Eが横材13の側端13Eから内方向に所定間隔Dを介して固定設置されており、一の横材13のうち前記所定間隔Dが形成された部分に形成された挿入孔14に挿入された接合金具6(図示しない)を介して前記横架材(両横架材)と一の横材13とを接合してなる成り、前記木質フレームの縦材11Aの前面又は(及び)後面に接合される他の横架材13´の接合構造は、前記他の板状の接合金具12´を、縦材11A及び他の横材13´の側端部に形成されたスリットGに挿入されると共に、板状の接合金具12´の側端12E´が縦材11A、11Bの両側端からそれぞれ内方向に所定間隔Dを介して固定設置されており、縦材11A,11Bのうち前記所定間隔Dが形成された部分に形成された挿入孔14´に挿入された他の接合金具6´(図示しない)を介して前記他の横架材13´と縦材11A,11Bとを接合してなる成ることを特徴とする建築物用接合構造とすることもでき、この場合、複数の板状の接合金具12(図8においては、左右一組を3階分で6個)、挿通孔14に挿入される複数の接合金具6(一接合箇所につき2つ用いる場合で、12個)を用いる。   That is, as shown in FIG. 8, a pair of vertical members 11A and 11B erected on the building foundation 2 and the upper surfaces of the vertical members 11A and 11B are joined to each other via a single plate-like joint fitting 12. One cross member 13 and at least one of the vertical members 11A and 11B are joined to each other through at least one other plate-like joint fitting 12 ′ and parallel to the cross direction of the cross member 13 in the downward direction. In a portal-shaped wooden frame formed with two other horizontal members 13 ', a horizontal member (both horizontal members) joined to the front or (and) the rear surface of the side end of one horizontal member 13 of the wooden frame Material) (not shown), and the one plate-like joint metal fitting 12 is inserted into a slit G formed at the upper part of the longitudinal members 11A and 11B and at the side end of the one transverse member 13. In addition, the side end 12E of the plate-shaped joint fitting 12 is the side end of the cross member 13. The joint fitting 6 (not shown) is fixedly installed inward from 13E via a predetermined distance D and is inserted into an insertion hole 14 formed in a portion of the one cross member 13 where the predetermined distance D is formed. ), The horizontal members (both horizontal members) and one horizontal member 13 are joined to each other and joined to the front surface and / or the rear surface of the vertical member 11A of the wooden frame. The joining structure of the member 13 'is such that the other plate-like joining fitting 12' is inserted into the slit G formed at the side end of the longitudinal member 11A and the other transverse member 13 ', and the plate-like joining. The side end 12E ′ of the metal fitting 12 ′ is fixedly installed inward from the both ends of the vertical members 11A and 11B via a predetermined distance D, and the predetermined distance D is formed in the vertical members 11A and 11B. Other joint fitting 6 '(not shown) inserted into the insertion hole 14' formed in It can also be set as the joining structure for buildings characterized by joining said other horizontal member 13 'and the vertical members 11A and 11B through this, In this case, it is the several plate-shaped joining metal fitting 12 (In FIG. 8, one set on the left and right is six pieces for the third floor), and a plurality of fittings 6 inserted into the insertion holes 14 (12 pieces in the case where two pieces are used for one joining portion) are used.

上記の接合金属板12の形状は、上記に限るものではなく、例えば、図9、10に示すように、前後方向視においてL字状をなす接合金属板12の外角部を矩形状に切り欠いて、接合金属板12が前後方向に介在しない部分である所定間隔Dを形成し、そこに前後方向に挿通する挿通孔を形成し、接合金具を挿入することもできる。   The shape of the bonding metal plate 12 is not limited to the above. For example, as shown in FIGS. 9 and 10, the outer corner of the bonding metal plate 12 that is L-shaped when viewed in the front-rear direction is cut into a rectangular shape. Thus, it is also possible to form a predetermined interval D that is a portion where the joining metal plate 12 is not interposed in the front-rear direction, form an insertion hole therethrough, and insert a joining metal fitting.

また、例えば、図11に示すとおり、前後方向視においてL字状をなす接合金属板12の外角部を三角形状に切り欠いて、接合金属板12が前後方向に介在しない部分である所定間隔Dを形成し、そこに前後方向に挿通する挿通孔を形成し、接合金具を挿入することもできる。この実施例は、門形の木質フレームの外方向に下る傾斜面を形成することにより、水分を外方へ導く役割を果たす。   Further, for example, as shown in FIG. 11, a predetermined interval D that is a portion where the outer corner portion of the L-shaped joining metal plate 12 in the front-rear direction is cut out in a triangular shape and the joining metal plate 12 is not interposed in the front-rear direction. It is also possible to form a through hole for insertion in the front-rear direction and insert a joint fitting. This embodiment serves to guide moisture outward by forming an outwardly sloping surface of the gate-shaped wood frame.

本発明の接合構造を用いた建構造を示す斜視図The perspective view which shows the building structure using the joining structure of this invention 本発明の接合構造を用いる門形フレームを示す図The figure which shows the portal frame using the joining structure of this invention 図2のA―A線端面図AA line end view of Fig. 2 図2の一部省略分解斜視図2 is a partially omitted exploded perspective view of FIG. 本発明の接合構造を示す一部拡大斜視図The partially expanded perspective view which shows the joining structure of this invention 本発明の接合構造を示す一部拡大分解斜視図The partially expanded disassembled perspective view which shows the joining structure of this invention 本発明の接合構造を示す断面図Sectional drawing which shows the joining structure of this invention 本発明の接合構造を用いる門形フレームを示す図The figure which shows the portal frame using the joining structure of this invention 本発明の接合構造を用いる門形フレームを示す図The figure which shows the portal frame using the joining structure of this invention 図9の一部拡大図Partial enlarged view of FIG. 他の実施例を示す一部拡大図Partially enlarged view showing another embodiment 従来の建構造を示す斜視図Perspective view showing a conventional building structure 図12の一部拡大斜視図12 is a partially enlarged perspective view of FIG. 図13の一部拡大分解斜視図Partially enlarged exploded perspective view of FIG.

符号の説明Explanation of symbols

1 木質フレーム
11A、11B 縦材
12 接合金具
13 横材
5 横架材
D 所定間隔
DESCRIPTION OF SYMBOLS 1 Wood frame 11A, 11B Vertical member 12 Joint metal fitting 13 Horizontal member 5 Horizontal member D Predetermined space | interval

Claims (3)

建物基礎(2)に立設される一対の縦材(11A、11B)と、前記縦材(11A、11B)の上部に板状の接合金具(12)を介して接合された横材(13)とで形成される門形の木質フレーム(1)において、前記木質フレーム(1)の側端部の前面又は後面に接合される横架材(5)の接合構造であって、前記板状の接合金具(12)は、木質フレーム(1)に形成されたスリット(G)に挿入されると共に、板状の接合金具(12)の側端(12E)が木質フレーム1の側端部の側端(11E、13E)から内方向に所定間隔(D)を介して固定設置されており、木質フレーム(1)の側端部のうち前記所定間隔(D)が形成された部分に挿入された接合金具(6)を介して前記横架材(5)と木質フレーム(1)とを接合してなる成ることを特徴とする建築物用接合構造。   A pair of longitudinal members (11A, 11B) erected on the building foundation (2), and a transverse member (13) joined to the upper part of the longitudinal members (11A, 11B) via a plate-like joint fitting (12). ) And a horizontal structure (5) joined to the front or rear surface of the side end of the wooden frame (1), the plate-like wood frame (1) The joint fitting (12) is inserted into the slit (G) formed in the wooden frame (1), and the side end (12E) of the plate-like joining fitting (12) is the side end of the wooden frame 1. It is fixedly installed inward from the side ends (11E, 13E) via a predetermined interval (D), and is inserted into a portion of the side end portion of the wooden frame (1) where the predetermined interval (D) is formed. The horizontal member (5) and the wooden frame (1) are joined through the joined joint (6). Buildings for bonding structures characterized by Rukoto. 建物基礎(2)に立設される一対の縦材(11A、11B)と、前記縦材(11A、11B)の上部に板状の接合金具(12)を介して接合された横材(13)とで形成される門形の木質フレーム(1)において、前記木質フレーム(1)の側端部の前面及び後面にそれぞれ接合される一対の横架材(5A、5B)の接合構造であって、前記板状の接合金具(12)は、木質フレーム(1)に形成されたスリット(G)に挿入されると共に、板状の接合金具(12)の側端(12E)が木質フレーム(1)の側端部の側端(11E、13E)から内方向に所定間隔(D)を介して固定設置されており、木質フレーム(1)の側端部のうち前記所定間隔(D)が形成された部分に挿入された接合金具(6)を介して前記両横架材(5A、5B)と木質フレーム(1)とを接合してなる成ることを特徴とする建築物用接合構造。   A pair of longitudinal members (11A, 11B) erected on the building foundation (2), and a transverse member (13) joined to the upper part of the longitudinal members (11A, 11B) via a plate-like joint fitting (12). ) And a pair of horizontal members (5A, 5B) which are respectively joined to the front and rear surfaces of the side ends of the wooden frame (1). The plate-like joint fitting (12) is inserted into a slit (G) formed in the wood frame (1), and the side end (12E) of the plate-like joint fitting (12) is attached to the wood frame ( 1) It is fixedly installed inward from the side ends (11E, 13E) of the side end portion through a predetermined interval (D), and the predetermined interval (D) among the side end portions of the wooden frame (1) is Both the horizontal members (5A, 5B) through the joint fitting (6) inserted into the formed part Architecture for joining structure characterized by comprising formed by joining a wooden frame (1). 建物基礎(2)に立設される一対の縦材(11A、11B)と、前記縦材(11A、11B)の上部に一の板状の接合金具(12)を介して接合された一の横材(13)と、縦材(11A、11B)の側面に他の板状の接合金具(12´)を介して接合されると共に前記横材(13)の下方向に並列する他の横材(13´)とで形成される門形の木質フレーム(1)において、前記木質フレーム(1)の一の横材(13)の側端部の前面又は後面に接合される横架材(5)の接合構造であって、前記一の板状の接合金具(12)は、縦材(11A、11B)の上部及び一の横材(13)の側端部に形成されたスリットに挿入されると共に、板状の接合金具(12)の側端(12E)が横材(13)の側端(13E)から内方向に所定間隔(D)を介して固定設置されており、一の横材(13)のうち前記所定間隔(D)が形成された部分に挿入された接合金具(6)を介して前記横架材(5)と一の横材(13)とを接合してなる成り、前記木質フレームの縦材(11A、11B)の前面又は後面に接合される他の横架材(5´)の接合構造は、前記他の板状の接合金具(12´)が、縦材(11A、11B)及び他の横材(13´)の側端部に形成されたスリットに挿入されると共に、他の板状の接合金具(12´)の側端(12E´)が縦材(11A、11B)の側端(11E)から内方向に所定間隔(D)を介して固定設置されており、縦材(11A、11B)のうち前記所定間隔(D)が形成された部分に挿入された他の接合金具(6)を介して前記他の横架材(5´)と縦材(11A、11B)とを接合してなる成ることを特徴とする建築物用接合構造。   A pair of vertical members (11A, 11B) erected on the building foundation (2) and an upper portion of the vertical members (11A, 11B) joined via a single plate-like joint fitting (12) The cross member (13) is joined to the side faces of the vertical members (11A, 11B) via another plate-like joint fitting (12 ') and the other cross member arranged in parallel in the downward direction of the cross member (13). In the gate-shaped wood frame (1) formed with the material (13 '), a horizontal member (1) joined to the front surface or the rear surface of the side end of one lateral member (13) of the wooden frame (1) ( 5) In the joining structure of 5), the one plate-like joining metal fitting (12) is inserted into a slit formed in an upper portion of the longitudinal members (11A, 11B) and a side end portion of the one transverse member (13). At the same time, the side end (12E) of the plate-shaped joining fitting (12) is inwardly spaced from the side end (13E) of the cross member (13) by a predetermined distance (D). The horizontal member (5) and the horizontal member (5) are connected to the horizontal member (5) via a joint fitting (6) inserted into a portion of the horizontal member (13) where the predetermined interval (D) is formed. The other cross member (5 ') joined to the front or rear surface of the vertical member (11A, 11B) of the wooden frame is formed by joining the cross member (13) of The plate-shaped joining metal fitting (12 ′) is inserted into the slits formed in the side ends of the vertical members (11A, 11B) and the other transverse members (13 ′), and other plate-like joining metal fittings ( 12 ′) side ends (12E ′) are fixedly installed inward from the side ends (11E) of the longitudinal members (11A, 11B) via a predetermined distance (D), and the longitudinal ends (11A, 11B) Of these, the other horizontal member (5 ') and the vertical member (via the other joint fitting (6) inserted into the part where the predetermined interval (D) is formed. 1A, 11B) and building a joint structure characterized by comprising formed by joining the.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102294712A (en) * 2010-06-25 2011-12-28 厦门新技术集成有限公司 Solid wood composite plate
JP2015094071A (en) * 2013-11-08 2015-05-18 株式会社栗山百造 Joint metal fitting and joint structure for wooden building

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07150644A (en) * 1993-08-09 1995-06-13 Sumikin Kozai Kogyo Kk Timber connecting structure employing connecting metal
JPH0960107A (en) * 1995-08-25 1997-03-04 Mitsui Home Co Ltd Wooden frame-built-in wood frame construction two-by-four system

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07150644A (en) * 1993-08-09 1995-06-13 Sumikin Kozai Kogyo Kk Timber connecting structure employing connecting metal
JPH0960107A (en) * 1995-08-25 1997-03-04 Mitsui Home Co Ltd Wooden frame-built-in wood frame construction two-by-four system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102294712A (en) * 2010-06-25 2011-12-28 厦门新技术集成有限公司 Solid wood composite plate
JP2015094071A (en) * 2013-11-08 2015-05-18 株式会社栗山百造 Joint metal fitting and joint structure for wooden building

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