JP2007321428A - Joint structure of horizontal member and other structural member - Google Patents

Joint structure of horizontal member and other structural member Download PDF

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JP2007321428A
JP2007321428A JP2006152599A JP2006152599A JP2007321428A JP 2007321428 A JP2007321428 A JP 2007321428A JP 2006152599 A JP2006152599 A JP 2006152599A JP 2006152599 A JP2006152599 A JP 2006152599A JP 2007321428 A JP2007321428 A JP 2007321428A
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mortise
horizontal member
hole
tenon
bottom wall
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Takashi Namiki
高 並木
Saburo Sudo
三郎 須藤
Masayoshi Nakamura
正芳 中村
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Kanai Co Ltd
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Kanai Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a joint structure capable of preventing a mortise 3 and a tenon 4 from being broken by dispersing load applied on them and reducing depth of the mortise 3 to reduce area of a chipped part. <P>SOLUTION: This joint structure is composed of a drawing-close structure by drawing-close hardware 10 fitting the tenon 4 corresponding to the shallow and wide mortise 3 into the mortise 3 and letting the inside of the horizontal member 2 pass in the axial direction of the horizontal member 2. The mortise 3 has at least a bottom face 5, side walls 6, 7 on both sides, and a bottom wall 8 connecting them. Both side walls 6, 7 are arranged in a taper shape forming a wide interval between them in an upper part and a narrow interval between them in a lower part. The bottom wall 8 is formed by a curved face having a gently rising-up central part and is gently connected with both side walls. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、柱と横架材、或いは、横架材どうしの接合構造に関する。   The present invention relates to a joint structure between a column and a horizontal member or between horizontal members.

木造軸組工法住宅では、柱と横架材(梁、桁)の接合個所、横架材同士の接合個所にほぞとほぞ穴によるほぞ接合構造が多く用いられる。ホゾ及びホゾ穴の形状は様々であるが現在ではいわゆるプレカット加工に適した“大差しあり溝接合”が多く用いられている。“大差しあり溝接合”は、横架材の端部が接合する他の構造材にほぞ穴を構成し、横架材の端部にほぞ穴を形成する。そのほぞ穴の形態について述べると、比較的面積の大きな正面視でU字形となる浅い第1段のほぞ穴の底面に、さらに、上面から見てあり溝となる第2段のほぞ穴を一段深く形成した構造であり、U字形をした第1段のほぞ穴は、上方が開放され、また、あり溝嵌合のほぞ穴も上方が開口している。
“大差しあり溝接合”における第1段のほぞ穴は、U字形をした側壁のうち両側の直線部分で横架材側のほぞを上下に誘導するとともに半円弧状の底壁部で荷重を負担する。第2段のあり溝形のほぞ穴は横架材に対する引抜き力に抵抗する。
In timber framed construction houses, tenon joint structures with tenon and tenon are often used at the joints between pillars and horizontal members (beams, girders) and at the joints between horizontal members. Although the shape of the tenon and the tenon hole varies, at present, “large groove and groove joining” suitable for so-called precut processing is often used. “Large groove joining” forms a mortise in the other structural material to which the end of the horizontal member is joined, and forms a mortise in the end of the horizontal member. The shape of the mortise will be described. On the bottom of the shallow first mortise, which is U-shaped when viewed from the front with a relatively large area, there is a second mortise as a groove when viewed from the top. The U-shaped first stage mortise has a deeply formed structure, and the top is open, and the dovetail fitting mortise also has an open top.
The first stage mortise hole in “groove joint with large feed” guides the tenon on the horizontal member side up and down at the straight part on both sides of the U-shaped side wall and loads at the bottom wall of the semicircular arc bear. The second tiered mortise resists the pulling force on the horizontal member.

「木造住宅工事共通仕様書」、平成12年度(第2版)、財団法人住宅金融普及協会、p.42"Wood housing construction common specification", 2000 (2nd edition), Housing Finance Promotion Association, p. 42

しかし、前記の“大差しあり溝接合”では、横架材の荷重を支持する半円弧状をした底壁部の負担が大きく、第1段のほぞ穴の深さ、すなわち、側壁部、底壁部の幅(差し寸法通常25mm)を浅くすることが難しい。加えて第1段のほぞ穴の底面から軸方向へさらにあり溝型のほぞ穴を形成するのは手間がかかる上、あり溝形のようなほぞ穴は上方が材の表面に開放した形でしか作れない。そのため、第1段のほぞ穴も上方が開放されたものとせざるを得ず、材の上面を材の横断方向に延びる欠損個所が生じて横架材を支持する他の構造材の力学上の欠損が大きい。横架材端部の仕口加工も凹凸が逆になるだけで同様のことを言える。   However, in the above-described “groove joint with large feed”, the burden on the bottom wall portion having a semicircular arc shape that supports the load of the horizontal member is large, and the depth of the first mortise, that is, the side wall portion, the bottom portion, It is difficult to reduce the width of the wall portion (the insertion size is usually 25 mm). In addition, it is more troublesome to form a groove-type mortise in the axial direction from the bottom of the first mortise, and the mortise like a dovetail is open to the surface of the material. Can only make. For this reason, the top mortise must also be open at the top, and a defect portion extending in the transverse direction of the material is generated on the top surface of the material, so that the dynamics of other structural materials supporting the horizontal member The deficit is large. The same can be said for the joint processing at the end of the horizontal member, with the concavities and convexities reversed.

この発明は、横架材と他の構造材との接合個所における仕口加工を簡単にまた材の欠損を少なく形成できる横架材と他の構造材との接合構造の提供を課題とする。
この発明において、横架材と他の構造材というときの他の構造材は、柱と横架材の場合がある。すなわち、この発明は、柱に対して横架材の端部を突き当てて接合している柱と横架材接合個所、一方の横架材の側面に他の横架材を突き当てて接合している横架材直交接合個所(仕口加工)、及び横架材どおしを端部でつき合わせて直列に接合する横架材直列接合個所(継手加工)の接合構造を対象とする。継手加工の場合もほぞとほぞ穴として説明する。
It is an object of the present invention to provide a joint structure between a horizontal member and another structural member that can be formed easily at a joint portion between the horizontal member and another structural member and can be formed with less defects.
In the present invention, other structural materials such as horizontal members and other structural members may be columns and horizontal members. That is, the present invention is such that the end of the horizontal member is abutted against the column and joined to the column and the horizontal member joining portion, and the other horizontal member is abutted against the side of one horizontal member and joined. It is intended for the joint structure of horizontal joints (joint processing) where the horizontal members are joined together and the horizontal member series joints (joint processing) where the horizontal members are joined together in series at the ends. . In the case of joint processing, it will be described as a mortise and a mortise.

横架材端部を他の構造材に突き当てて接合する個所の接合構造をほぞ穴とほぞとの嵌合構造と引寄せ金物による引寄せ構造との組み合わせとする。
ほぞ穴とほぞとの嵌合構造は、浅く広いほぞ穴とこれに対応したほぞとの嵌合であって、ほぞ穴は少なくとも、底面と両側の側壁部及びこれらをつなぐ底壁部を有し、両側壁はその間隔が上方で広く下方で狭いテーパー配置とされ、底壁部は中央がなだらかに盛り上がった曲面で形成されるとともに、両側壁へもなだらかに接続させる。
A joint structure where the end of the horizontal member is abutted against another structural member is joined with a fitting structure of a mortise and a tenon and a drawing structure using a drawing metal.
The mortise-to-mortise fitting structure is a shallow wide mortise fit to a corresponding tenon, and the mortise has at least a bottom surface, side walls on both sides, and a bottom wall to connect them. The both side walls are tapered so that the interval is wide at the upper side and narrow at the lower side, and the bottom wall part is formed by a curved surface having a gently raised center, and is also gently connected to both side walls.

引寄せ構造は、横架材と他の構造材にわたって横架材の内部に横架材の軸方向に配置された引き金物と連結金物及び受け金物とで構成され、引き金物と受け金物を連結金物で結合し、引き金物を操作して横架材と他の構造材とを引寄せる。
ほぞ穴は、柱に対する横架材の接合個所では、上部が閉鎖された独立形で形成される。独立形のほぞ穴はほぞが正面から嵌合されるものであり、一つの接合個所に複数個が上下に並設されることがある。
上部が開放されたほぞ穴の場合には、ほぞ穴に対してほぞが上方から嵌合される。第1段のほぞ穴の側壁部があり溝に形成され、対応した形態のほぞと共に第1段のほぞ穴の部分で引抜きに抵抗する構造とすることがある。
The pulling structure is composed of a trigger material, a connecting hardware and a receiving hardware arranged in the axial direction of the horizontal material inside the horizontal material across the horizontal material and other structural materials, and connecting the trigger and the receiving material. Join with hardware and operate the trigger to pull the horizontal member and other structural material.
The mortise is formed in an independent form with the top closed at the junction of the horizontal member to the column. The mortise of an independent type is a mortise fitted from the front, and a plurality of mortises may be arranged vertically in one joint location.
In the case of a mortise having an open top, the mortise is fitted into the mortise from above. There may be a structure in which a side wall portion of the first-stage mortise is formed in a groove and resists drawing at the portion of the first-stage mortise together with the corresponding form of mortise.

ほぞ穴の両側壁の間隔がテーパー配置とされていることにより、上方からの荷重は両側壁と直交する方向にも分散され、ほぞ穴の底壁部が負担する荷重が小さくなる。また、底壁部は中央が上方へ盛り上がったなだらかな曲線に形成されているので、荷重を受ける面積が大きく、単位面積当たりの負担荷重が小さい。この結果、ほぞ穴の側壁部の幅(差し寸法)を16mm程度に小さくすることができる。   Since the gap between the side walls of the mortise is tapered, the load from above is also distributed in the direction perpendicular to the side walls, and the load borne by the bottom wall of the mortise is reduced. Further, since the bottom wall portion is formed in a gentle curve with the center rising upward, the area receiving the load is large and the burden load per unit area is small. As a result, the width (insertion dimension) of the side wall portion of the mortise can be reduced to about 16 mm.

横架材が受ける引抜き力に対しては、主として引寄せ構造が抵抗する。引寄せ構造は金物から構成され、横架材の軸線に沿って横架材と構造材とに埋まりこむ格好で配置されるので、外部から引寄せ構造が目立たない。材の質感や軸組の構造を露出したいわゆる“あらわし”設計の住居に好適である。
また、引寄せ構造が金物で構成されるので、横架材や他の構造材にはドリル穴を開ける程度でよく、材を欠損することが少なく、かつ、頑丈である。
The pulling structure mainly resists the pulling force that the horizontal member receives. The drawing structure is made of hardware and is arranged in such a manner that it is embedded in the horizontal member and the structural material along the axis of the horizontal member, so that the drawing structure is not conspicuous from the outside. It is suitable for dwellings with a so-called “representative” design that exposes the texture of the material and the structure of the frame.
Further, since the pulling structure is made of hardware, it is only necessary to drill a hole in the horizontal member or other structural member, and the material is hardly lost and is robust.

〔実施例1〕
図1は、横架材1(他の構造材)の側面に横架材2が直交方向から端部を接合している個所であり、横架材1の側面にほぞ穴3(図2)が形成され、横架材2の端部にほぞ4が形成されている。ほぞ4とほぞ穴3はルーターで加工されたものであり、浅く広いほぞ穴3とこれに対応したほぞ4との嵌合構造を構成する。ほぞ4とほぞ穴3は凹凸に対応した構造であるから、主としてほぞ穴3について説明する。
[Example 1]
FIG. 1 shows a part where a horizontal member 2 is joined to a side surface of a horizontal member 1 (another structural material) from an orthogonal direction, and a mortise 3 (FIG. 2) is formed on a side surface of the horizontal member 1. The tenon 4 is formed at the end of the horizontal member 2. The mortise 4 and the mortise 3 are processed by a router, and constitute a fitting structure between the shallow and wide mortise 3 and the mortise 4 corresponding thereto. Since the mortise 4 and the mortise 3 have a structure corresponding to the unevenness, the mortise 3 will be mainly described.

ほぞ穴3(図3)は底面5と両側の側壁部6,7及びこれらをつなぐ底壁部8を有し、この実施例において上方は開口9となっている。開口9の幅d1=78mm、ほぞ穴3の高さd2=90mm、ほぞ穴3の深さ(側壁部6,7及び底壁部8の高さ、図2)d3=16mmである。底面5は平らで、開口9の寸法d1、ほぞ穴3の高さd2に比べ、ほぞ穴3の深さd3が小さいので、ほぞ穴3は全体として広く浅い。   The mortise 3 (FIG. 3) has a bottom surface 5, side wall portions 6, 7 on both sides and a bottom wall portion 8 connecting them, and an upper portion 9 is an opening 9 in this embodiment. The width d1 of the opening 9 is 78 mm, the height d2 of the mortise 3 is 90 mm, and the depth of the mortise 3 (height of the side walls 6 and 7 and the bottom wall 8, FIG. 2) is d3 = 16 mm. Since the bottom surface 5 is flat and the depth d3 of the mortise 3 is smaller than the dimension d1 of the opening 9 and the height d2 of the mortise 3, the mortise 3 is wide and shallow as a whole.

側壁部6,7は、開口9から底壁部8に至るが、その間隔は上方で開口9の幅(d1=78)であるのに対して下方でd4=56mmなので、両側から下方へすぼまるテーパー配置となっている。側壁部6,7の下端と底壁部8の両端は半径d5=9mmほどの丸みでなだらかに接続されると共に、底壁部8の中央は半径d6=12mmほどのなだらかに盛り上がった曲面で形成されている。
なお、この実施例において、側壁部6,7及び底壁部8はそれぞれ、表面側よりも奥側が広く、ほぞ穴3は“ありほぞ穴”構造となっている。
ほぞ4(図2ロ)は、前記ほぞ穴3に対応した形態と構造であり、“ありほぞ”である。
The side wall portions 6 and 7 extend from the opening 9 to the bottom wall portion 8, and the distance between the side wall portions 6 and 7 is the width of the opening 9 (d1 = 78) on the upper side and d4 = 56 mm on the lower side. Tapered arrangement. The lower ends of the side wall portions 6 and 7 and both ends of the bottom wall portion 8 are gently connected with a radius of about d5 = 9 mm, and the center of the bottom wall portion 8 is formed with a gently curved surface with a radius of about d6 = 12 mm. Has been.
In this embodiment, the side wall portions 6 and 7 and the bottom wall portion 8 are each wider on the back side than the front surface side, and the mortise 3 has a “deep mortise” structure.
The mortise 4 (FIG. 2B) has a form and a structure corresponding to the mortise 3, and is an “arranged mortise”.

ほぞ穴3とほぞ4との嵌合構造は、横架材2の内部を横架材2の軸方向に通した引寄せ金物10(図4)による引寄せ構造で緊結される。引寄せ金物10は、この実施例において、長ねじ棒11、ゴム付きワッシャー12、ナット13及び座金付きナット14とで構成されている。   The fitting structure of the mortise 3 and the mortise 4 is fastened by a drawing structure by a drawing metal 10 (FIG. 4) passing through the inside of the horizontal member 2 in the axial direction of the horizontal member 2. In this embodiment, the attracting metal 10 is composed of a long screw rod 11, a rubber washer 12, a nut 13, and a washer nut 14.

この引寄せ金物10を利用するには、横架材1側にほぞ穴3の中央部から材を横断させて貫通孔15を形成しておく(図1,2)。また、横架材2には、ほぞ4の中央部から材の軸方向に沿って通し孔16を形成すると共に、その先端にほぞ穴タイプの操作穴17を横架材2の上面側から形成する。貫通孔15と通し穴6は横架材2の軸方向で同じ軸線上となるように寸法を合わせておく。通し孔16は、長ねじ棒11とほぼ同じ長さ程度とする。操作孔17は、この穴に入れ込んで利用するゴム付きワッシャー12の大きさとナット13を操作する上から必要な最小の規模とするもので、軸方向寸法d7=57mm、横断方向寸法d8=60mm、深さd9=60mmとしている。   In order to use the attracting hardware 10, a through hole 15 is formed by crossing the material from the center portion of the mortise 3 on the side of the horizontal member 1 (FIGS. 1 and 2). In addition, a through hole 16 is formed in the horizontal member 2 from the center of the tenon 4 along the axial direction of the material, and a mortise-type operation hole 17 is formed at the tip thereof from the upper surface side of the horizontal member 2. To do. The dimensions of the through hole 15 and the through hole 6 are adjusted so as to be on the same axis in the axial direction of the horizontal member 2. The through hole 16 has approximately the same length as the long screw rod 11. The operation hole 17 has the minimum size necessary for operating the nut 13 and the size of the rubber washer 12 inserted into the hole, and has an axial dimension d7 = 57 mm and a transverse dimension d8 = 60 mm. Depth d9 = 60 mm.

ほぞ穴3にほぞ4を嵌合する前に、横架材2のほぞ4の通し孔16に長ねじ棒11を差し込んでその先端にゴム付きワッシャー12を嵌め、ついでナット13を螺合しておく(図5)。ナット13を螺合することで長ねじ棒11は横架材2の端部から脱落せず、また、操作穴17の余裕を利用して長ねじ棒11の基部が横架材2の端面(ほぞ4)から引き込まれた状態としておくことができるから、この状態で横架材2を工場から現場へ搬送することができる。   Before fitting the mortise 4 to the mortise 3, the long screw rod 11 is inserted into the through hole 16 of the mortise 4 of the horizontal member 2, and the rubber washer 12 is fitted to the tip, and then the nut 13 is screwed. (FIG. 5). By screwing the nut 13, the long screw rod 11 does not fall off from the end of the horizontal member 2, and the base of the long screw rod 11 uses the margin of the operation hole 17 to end the end surface of the horizontal member 2 ( Since it can be made into the state pulled in from the tenon 4), the horizontal member 2 can be conveyed from a factory to the field in this state.

現場では、組み付けてある他の構造材(横架材1)のほぞ穴3へ横架材2の端部(ほぞ4)を上方から嵌めこみ、上下方向で確実に嵌め合わせた後、横架材2の操作穴17から長ねじ棒11を横架材1側へ押し出して、長ねじ棒11の基部を横架材1の貫通孔15にのぞませておく。   At the site, insert the end (tenon 4) of the horizontal member 2 into the mortise 3 of the other structural material (horizontal member 1) that has been assembled from above, and fit it securely in the vertical direction. The long screw rod 11 is pushed out from the operation hole 17 of the material 2 to the horizontal member 1 side, and the base of the long screw rod 11 is put into the through hole 15 of the horizontal member 1.

ついで、反対側から、座金付きナット14を差し込んで、その先端を前記の長ねじ棒11の基端部に螺合させる。ついで、長ねじ棒11の先端に螺合させたナット13と共に長ねじ棒11が回転しないようにして、座金付きナット14をインパクトレンチなどで回転する。座金付きナット14は、回転に伴って長ねじ棒11と螺合し、これを引寄せる。そして、最終段階では、座金部が横架材1の表面に到達し、さらに回転されると座金部の裏面に備えた刃が座掘りをして座金部が沈み込み、横架材1の表面と面一になる。最後に、横架材2の操作穴17に工具を入れてナット13を増す締めすると、横架材2の端部は横架材1の側面に緊結される(図1)。
なお、座金付きナット14のねじ込みは、長ねじ棒11と横架材2との間で摩擦があって回転に抵抗があるために、スムーズに行われる。長ねじ棒11が完全に共回りしてしまうようなときは、接着材などでこれを阻止するなどの手段が必要である。
Next, a nut 14 with a washer is inserted from the opposite side, and its tip is screwed into the base end of the long screw rod 11. Next, the nut 14 with a washer is rotated with an impact wrench or the like so that the long screw rod 11 does not rotate together with the nut 13 screwed into the tip of the long screw rod 11. The nut 14 with a washer is screwed with the long screw rod 11 as it rotates, and draws it. In the final stage, when the washer part reaches the surface of the horizontal member 1 and is further rotated, the blade provided on the back surface of the washer part digs up and the washer part sinks, and the surface of the horizontal member 1 And become the same. Finally, when a tool is inserted into the operation hole 17 of the horizontal member 2 and the nut 13 is tightened, the end of the horizontal member 2 is fastened to the side surface of the horizontal member 1 (FIG. 1).
The nut 14 with washer is screwed smoothly because there is friction between the long screw rod 11 and the horizontal member 2 and resistance to rotation. When the long screw rod 11 rotates completely together, a means for preventing this with an adhesive or the like is necessary.

この状態では、横架材2の荷重を横架材1がほぞ穴3とほぞ4との嵌合で支持するが、ほぞ穴3の両側壁部6,7は、上下方向で下方が狭いテーパー配置となっているので、横架材2による上方からの荷重は、底壁部8と共に両側壁部6,7でも負担され、また、曲面とされることで接触面が長い底壁部によって負担されるので、結局、荷重は広い範囲で分散して負担される。これにより、ほぞ穴3の深さが浅くても(いわゆるほぞの差しが少なくても)、横架材2の荷重を充分に支持することができる。そして、引寄せ金物10によって緊結されるので、ほぞ穴3が浅くても、ほぞ嵌合が外れてしまうことはない。
ほぞ穴3の側壁部6,7と底壁部8が“ありほぞ穴”構造であると、横架材1のほぞ穴3へ、横架材2のほぞ4を仮に嵌合したときにも、横架材2が不測に脱落してしまうのを防止できると共に、引寄せ金物10による緊結をより強固なものとすることができる。
In this state, the horizontal member 1 supports the load of the horizontal member 2 by the fitting of the mortise 3 and the mortise 4, but the both side walls 6 and 7 of the mortise 3 are tapered downward in the vertical direction. Since it is arranged, the load from above by the horizontal member 2 is borne by both the side wall portions 6 and 7 together with the bottom wall portion 8, and is also borne by the bottom wall portion having a long contact surface due to the curved surface. As a result, the load is distributed and borne in a wide range after all. Thereby, even if the depth of the mortise 3 is shallow (so-called tenon insertion is small), the load of the horizontal member 2 can be sufficiently supported. And since it is tightened by the attracting metal object 10, even if the mortise 3 is shallow, the mortise fitting will not come off.
When the side wall portions 6 and 7 and the bottom wall portion 8 of the mortise 3 have the “arranged mortise” structure, even when the mortise 4 of the horizontal member 2 is temporarily fitted into the mortise 3 of the horizontal member 1. The horizontal member 2 can be prevented from falling off unexpectedly, and the tightness by the attracting hardware 10 can be further strengthened.

このため、仕口加工による横架材2の端部や他の構造材1における仕口箇所の欠損が格段に少なくなる。
しかも、引寄せ金物10は、横架材2の軸方向で内部に位置しているので、外部からは見えず、内装仕上げとして軸組みが露出する“あらわし”仕様とするときにも、金物が目立たず、満足のいく仕上げとなる。また、引寄せ金物10は、材の中心に近いところを軸線に沿って引寄せるので、最も効率が良く、軸組みや材自体の変形が抑制される。
For this reason, the defect | deletion of the joint location in the edge part of the horizontal member 2 or other structural material 1 by joint processing reduces markedly.
Moreover, since the attracting hardware 10 is positioned inside in the axial direction of the horizontal member 2, the hardware is not visible from the outside, and the hardware is also used in the “appearance” specification in which the shaft assembly is exposed as an interior finish. The result is inconspicuous and satisfactory. Further, the attracting metal object 10 is attracted along the axis near the center of the material, so that it is most efficient and deformation of the shaft assembly and the material itself is suppressed.

〔実施例2〕
図6,7は、実施例1と引寄せ金物10の構造が異なる。ほぞ穴3及びほぞ4の構造は同じである。引寄せ金物10(図7イ)は、この実施例において、先端を雄ねじ18としたラグスクリュー19、雌ねじを形成した中ねじ筒20及び座金付きボルト21で構成されている。座金付きボルト21のボルト部は、横架材1の横断方向の寸法とほぼ等しい長さを有する。
[Example 2]
6 and 7, the structure of the drawing hardware 10 is different from that of the first embodiment. The structure of the mortise 3 and the mortise 4 is the same. In this embodiment, the attracting metal 10 (FIG. 7A) includes a lag screw 19 having a male screw 18 at the tip, an intermediate screw cylinder 20 having a female screw, and a bolt 21 with a washer. The bolt portion of the bolt 21 with the washer has a length substantially equal to the transverse dimension of the horizontal member 1.

横架材1(他の構造材)に貫通孔15を設け、横架材2にはほぞ4の中央部から軸方向に中ねじ筒20を差し込めるだけの差込穴22を形成しておく。横架材2の差込穴22の底部にラグスクリュー19をねじ込み、その雄ねじ部18を差込穴22に露出しておく。さらに、差込孔22に中ねじ筒20を差し込んでラグスクリュー19の雄ねじ18と螺合しておく。中ねじ筒20は、差込み穴22の軸方向寸法よりも短く、基端側(差込み穴22の開口側)に工具掛け部23を備えている。この状態で、横架材1と横架材2は出荷される。   A through hole 15 is provided in the horizontal member 1 (another structural material), and an insertion hole 22 is formed in the horizontal member 2 so that the intermediate screw cylinder 20 can be inserted in the axial direction from the center of the tenon 4. . The lag screw 19 is screwed into the bottom of the insertion hole 22 of the horizontal member 2, and the male screw portion 18 is exposed to the insertion hole 22. Further, the intermediate screw cylinder 20 is inserted into the insertion hole 22 and screwed into the male screw 18 of the lag screw 19. The intermediate screw cylinder 20 is shorter than the axial dimension of the insertion hole 22 and includes a tool hook 23 on the base end side (opening side of the insertion hole 22). In this state, the horizontal member 1 and the horizontal member 2 are shipped.

現場では、組み付けられた横架材1のほぞ穴3に、横架材2のほぞ4が上方から嵌合される。嵌合を確実にした後、横架材1の貫通孔15に座金付きボルト21を差し込んでその先端を横架材2側の中ねじ筒20に螺合する。さらに、座金付きボルト21を回転させて、横架材1側へ横架材2を引寄せ緊結する。座金付きボルト21のねじ込みは、中ねじ筒20が横架材2との間で摩擦があって回転に抵抗があるために、スムーズに行われる。中ねじ筒20が完全に共回りしてしまうようなときは、接着材などでこれを阻止するなどの手段が必要である。   At the site, the tenon 4 of the horizontal member 2 is fitted into the tenon hole 3 of the assembled horizontal member 1 from above. After the fitting is ensured, a bolt 21 with a washer is inserted into the through hole 15 of the horizontal member 1 and the tip thereof is screwed into the intermediate screw cylinder 20 on the horizontal member 2 side. Further, the washer-attached bolt 21 is rotated to draw and fasten the horizontal member 2 to the horizontal member 1 side. The screw 21 with the washer is screwed in smoothly because the intermediate screw cylinder 20 has friction with the horizontal member 2 and has resistance to rotation. When the middle screw cylinder 20 completely rotates together, a means for preventing this with an adhesive or the like is necessary.

実施例1と同様の作用効果を得ることができる。また、この実施例では横架材2側に操作穴17を設ける必要がない。
なお、座金付きボルト21は、図7ロのように、座金付きナット14と中ねじ棒24との組合わせとし、座金ナット14と横架材2側の中ねじ筒20とを中ねじ棒24で結合する構造とすることもできる。中ねじ棒24に横架材1の横断寸法に応じた数種のものを準備しておけば、座金ボルト21に数種のものを準備する必要がなくなる。
また、中ねじ筒20とラグスクリュー19は、図7ハのように、一体のものであってもよい。
The same effects as those of the first embodiment can be obtained. In this embodiment, it is not necessary to provide the operation hole 17 on the horizontal member 2 side.
As shown in FIG. 7B, the bolt 21 with a washer is a combination of a nut 14 with a washer and an intermediate screw rod 24, and the intermediate screw rod 24 is connected to the washer nut 14 and the intermediate screw cylinder 20 on the horizontal member 2 side. It can also be set as the structure couple | bonded by. If several types of intermediate screw rods 24 corresponding to the transverse dimensions of the horizontal member 1 are prepared, it is not necessary to prepare several types of washer bolts 21.
Further, the intermediate screw cylinder 20 and the lag screw 19 may be integrated as shown in FIG.

〔実施例3〕
図8イは、実施例2に類似の構造であるが、横架材1のほぞ穴3に対して横架材2のほぞ4は正面から突き当てて嵌合する構造で、ほぞ穴3の側壁部6,7や底壁部8を“ありほぞ穴”構造としていない。この場合、中ねじ棒24は、現場で横架材2側の差込み穴22に差し込んで先端部を中ねじ筒20に螺合させておき、基部は差込み穴22から突出させておく。そして、中ねじ棒24の基部を横架材1の貫通孔15に差し込みながら、ほぞ4をほぞ穴3へ正面から嵌合させ、貫通孔15の反対側から差込まれた座金付きナット14を中ねじ棒20の基部にねじ込んで引寄せる。その結果、ラグスクリュー19を介して横架材1に横架材2が引寄せられる。
Example 3
FIG. 8A shows a structure similar to that of the second embodiment, but the tenon 4 of the horizontal member 2 is abutted and fitted to the tenon 3 of the horizontal member 1 from the front. The side wall portions 6 and 7 and the bottom wall portion 8 do not have the “arbor hole” structure. In this case, the intermediate screw rod 24 is inserted into the insertion hole 22 on the horizontal member 2 side at the site, the tip portion is screwed into the intermediate screw cylinder 20, and the base portion is protruded from the insertion hole 22. Then, while inserting the base portion of the intermediate screw rod 24 into the through hole 15 of the horizontal member 1, the tenon 4 is fitted to the mortise 3 from the front, and the nut 14 with a washer inserted from the opposite side of the through hole 15 is fitted. Screw into the base of the middle threaded rod 20 and pull. As a result, the horizontal member 2 is drawn to the horizontal member 1 via the lag screw 19.

ほぞ穴3に対してほぞ4を正面から突き当てて嵌合する場合は、引寄せ金具10の横架材2に取り付ける部材の基部がほぞ4の端面から突出していても、ほぞ穴3とほぞ4との嵌合に支障とはならない。したがって、図8ロのように、短ねじ筒25と短ねじ棒26を一体としたものも利用できる。この場合は、短ねじ棒26を横架材2側の中ねじ筒20に螺合させ、短ねじ筒25を露出させておく。一方、横架材1の貫通孔15は、ほぞ穴3側の径を大きくして短ねじ筒25を差し込める差込穴に形成しておく。ほぞ穴3にほぞ4を嵌合し、貫通孔15の反対側から差し込んだ座金付きボルト21を短ねじ筒25にねじ込み、締め付けることで横架材1に横架材2を緊結する。   When the tenon 4 is abutted and fitted to the mortise 3 from the front, even if the base portion of the member attached to the horizontal member 2 of the pulling fitting 10 protrudes from the end surface of the mortise 4, the mortise 3 and the tenon 4 does not interfere with the mating. Therefore, as shown in FIG. 8B, it is possible to use the short screw cylinder 25 and the short screw rod 26 integrated. In this case, the short screw rod 26 is screwed into the intermediate screw cylinder 20 on the horizontal member 2 side, and the short screw cylinder 25 is exposed. On the other hand, the through hole 15 of the horizontal member 1 is formed in an insertion hole into which the short screw cylinder 25 can be inserted by increasing the diameter of the mortise 3 side. The mortise 4 is fitted into the mortise 3, the washer-attached bolt 21 inserted from the opposite side of the through hole 15 is screwed into the short screw cylinder 25 and tightened to fasten the horizontal member 2 to the horizontal member 1.

〔実施例4〕
図9,10は、柱27(他の構造材)の上端部に梁のような横架材2の端部が接合する場合を示している。柱27の上端部における2面(正面と右側面)には、ほぞ穴28が形成され、横架材2の端面にはほぞ29が突出して加工されている。ほぞ穴28とほぞ29に関しては、横架材2の高さ(せい)にあわせて、上下に細長くなってはいるが、ほぞ穴28における両側の側壁部6,7が下方へすぼまるテーパー配置であり、また、底壁部8がなだらかな曲面で形成されているなど他の構成は実施例1と同じである。
Example 4
9 and 10 show a case where the end of the horizontal member 2 such as a beam is joined to the upper end of the column 27 (other structural material). Tenon holes 28 are formed in the two surfaces (front and right side surfaces) of the upper end of the column 27, and tenon 29 projects from the end surface of the horizontal member 2. The mortise 28 and the mortise 29 are vertically elongated according to the height of the horizontal member 2, but the side walls 6 and 7 on both sides of the mortise 28 are tapered. The other configurations are the same as those of the first embodiment, such as the arrangement, and the bottom wall portion 8 is formed with a gently curved surface.

ただし、引寄せ金物10は、横架材2の高さが大きなことから、上下2段に配置されており、この実施例において、上段は、実施例1で用いている長ねじ棒11と操作穴17を利用するものであり、下段は、実施例2で用いた座金ボルト21を利用している。このため、柱側のほぞ穴28の底面5には上下2段の貫通孔15,15が形成され、横架材2側のほぞ29にも通し孔16と差込穴22が形成されている。
取り付け手順は実施例1,2の場合と同様である。
横架材2の高さが大きな場合には、このように、ほぞ穴28とほぞ29の高さを大きくすることと、引寄せ金物10を2段に用いることによって、梁のような「せい」の高い横架材2が、乾燥などでねじれてくるのを防止することができる。しかも、仕口加工のために生じる材の欠損が少ない。
However, the attracting hardware 10 is arranged in two upper and lower stages because the height of the horizontal member 2 is large, and in this embodiment, the upper stage is operated with the long screw rod 11 used in the first embodiment. The hole 17 is used, and the lower part uses the washer bolt 21 used in the second embodiment. For this reason, two bottom through holes 15 and 15 are formed in the bottom surface 5 of the mortise 28 on the column side, and a through hole 16 and an insertion hole 22 are also formed in the tenon 29 on the horizontal member 2 side. .
The attachment procedure is the same as in the first and second embodiments.
When the height of the horizontal member 2 is large, the height of the mortise 28 and the tenon 29 is increased in this way, and the pulling hardware 10 is used in two stages. It is possible to prevent the horizontal member 2 having a high height from being twisted due to drying or the like. In addition, there are few defects in the material that occur due to joint processing.

〔実施例5〕
図11,12は、通し柱30の中間部に二階梁のような横架材2の端部が接合する場合を示している。通し柱30の中間部における2面(正面と右側面)には、ほぞ穴31(31a,31b)が形成され、横架材2の端面にはほぞ32(32a,32b)が突出して加工されている。ほぞ穴31a,31bは、横架材2の高さ(せい)にあわせて、上下2段に配置されているが、それぞれは上方が上壁部33で閉じられた独立したほぞ穴31となっている。しかし、ほぞ穴31における両側の側壁部6,7が下方へすぼまるテーパー配置であり、また、底壁部8がなだらかな曲面で形成されているなど他の構成は実施例1と同じである。
Example 5
11 and 12 show the case where the end of the horizontal member 2 such as a second-level beam is joined to the intermediate part of the through pillar 30. Tenon holes 31 (31a, 31b) are formed in two surfaces (front and right side surfaces) in the middle part of the through column 30, and tenon 32 (32a, 32b) is projected and processed on the end surface of the horizontal member 2. Yes. The mortises 31a and 31b are arranged in two upper and lower tiers according to the height of the horizontal member 2, but each is an independent mortise 31 whose upper portion is closed by the upper wall portion 33. ing. However, the other configurations are the same as those of the first embodiment, such that the side wall portions 6 and 7 on both sides of the mortise 31 are tapered so that the bottom wall portion 8 is formed with a gently curved surface. is there.

ほぞ32a,32bも独立した形態であり、ほぞ穴31a,31bと対応している。ただ、ほぞ32はほぞ穴31へ正面から差し込む必要があるところから、上壁部33、側壁部6,7及び底壁部8に“ありほぞ穴”構造はない。
そして、前記ほぞ穴31のそれぞれには底面5に貫通孔15が形成され、上段のほぞ32aには通し孔16が、下段のほぞ32bには差し込み穴22が形成されている。また、横架材2には上面から操作穴17を形成し、通し孔16と連通させる必要がある。実施例3の場合と同様に、上段のほぞ穴31aとほぞ32aの緊結には実施例1の引寄せ金物10が利用され、下段のほぞ穴31bとほぞ32bの緊結には、実施例2の引寄せ金物10が利用される。これらの取り付け手順や作用効果は通し柱30に対して横架材2を正面から突き当てる点以外は、実施例4と同じである。
The mortises 32a and 32b are also independent and correspond to the mortises 31a and 31b. However, since the mortise 32 needs to be inserted into the mortise 31 from the front, the upper wall portion 33, the side wall portions 6 and 7, and the bottom wall portion 8 do not have the “relief mortise” structure.
In each of the tenon holes 31, a through hole 15 is formed in the bottom surface 5, a through hole 16 is formed in the upper tenon 32a, and an insertion hole 22 is formed in the lower tenon 32b. Further, it is necessary to form the operation hole 17 from the upper surface of the horizontal member 2 and to communicate with the through hole 16. As in the case of the third embodiment, the attracting hardware 10 of the first embodiment is used for the fastening of the upper mortise 31a and the tenon 32a, and the lower mortise 31b and the tenon 32b of the second embodiment are used for the fastening. The attracting hardware 10 is used. These attachment procedures and operational effects are the same as those of the fourth embodiment except that the horizontal member 2 is abutted against the through column 30 from the front.

実施例5の場合、通し柱30に横架材2(梁2aと胴差2b)が直交して取り付けられる箇所では、これらを緊結する引寄せ金物10(10a,10b)も図13、図14のように、直交した配置となる。図13は、長ねじ棒11を利用する場合であり、図14は、ラグスクリュー19を利用した場合である。梁2aが取り付く箇所のほぞ穴31の位置と胴差2bが取り付く箇所のほぞ穴31の位置を上下にずらして形成すれば、引寄せ金物10,10の軸線が直交するのを避けることができるが、ほぞ穴31やほぞ32の位置を胴差や梁など横架材2の種類や取り付け方によって使い分ける必要が生じて、仕口を加工する上で面倒である。実施例4の場合も同様で、貫通孔15や通し孔16の上下位置を柱27の正面側と右側面側とで変える必要がある。   In the case of the fifth embodiment, at the place where the horizontal member 2 (the beam 2a and the trunk difference 2b) is orthogonally attached to the through column 30, the attracting hardware 10 (10a, 10b) for fastening them is also shown in FIGS. Thus, the arrangement is orthogonal. FIG. 13 shows a case where the long screw rod 11 is used, and FIG. 14 shows a case where the lag screw 19 is used. If the position of the mortise 31 at the place where the beam 2a is attached and the position of the mortise 31 at the place where the body difference 2b is attached are shifted up and down, it is possible to avoid the axes of the attracting hardware 10 and 10 being orthogonal. However, it is necessary to properly use the positions of the mortise 31 and the mortise 32 depending on the type of the horizontal member 2 such as a trunk difference or a beam and how to attach the mortise, and it is troublesome in processing the joint. The same applies to the fourth embodiment, and it is necessary to change the vertical positions of the through hole 15 and the through hole 16 between the front side and the right side of the column 27.

図15,16は、第6の実施例であって、引寄せ金物10のみを示している。この引寄せ金物10a,10bによれば、梁2aと胴差2b側とで、引寄せ金物10の軸線を直交させて配置することができ、梁2aと胴差2b側とでほぞ穴31やほぞ32の位置をずらす必要がない。
図13の長ねじ棒11を利用する引寄せ金物10a,10bの直交について述べる。引寄せ金物10aの部材に付加符号aを付し、引寄せ金物10bの部材に付加符号bを付して両者を区別する。
15 and 16 show a sixth embodiment, and show only the attracting hardware 10. According to the attracting metal objects 10a and 10b, the axes of the attracting metal objects 10 can be arranged so as to be orthogonal to each other between the beam 2a and the trunk difference 2b side, and the mortise 31 or the like is formed between the beam 2a and the trunk difference 2b side. There is no need to shift the position of the tenon 32.
The orthogonality of the attracting hardware 10a and 10b using the long screw rod 11 of FIG. 13 will be described. An additional symbol a is attached to the member of the attracting metal 10a, and an additional symbol b is appended to the member of the attracting metal 10b to distinguish them.

引寄せ金物10aは、操作穴17a中にナット13a(図13)とゴム付きワッシャー12aが配置され、長ねじ棒11a、中ねじ筒20a(図15,16)、中ねじ棒24a、短ねじ筒25a、中ねじ棒24a及び座金付きナット14aで構成されている。短ねじ筒25aは、先端側に中ねじ筒20aと同じ工具掛け部23を有する。引寄せ金物10bは、前記引寄せ金物10aとほぼ同様であるが、中ねじ棒24a、短ねじ筒25aの部分が、短ねじ棒26bと孔付き長ねじ筒34となっている。孔付き長ねじ筒34は、一端に工具掛け部23を有すると共に長手方向中央部に横断方向の貫通孔35(図16)を有している。貫通孔35の径は、中ねじ棒24aが貫通できる程度である。   The attracting metal 10a includes a nut 13a (FIG. 13) and a rubber washer 12a disposed in an operation hole 17a, a long screw rod 11a, a medium screw tube 20a (FIGS. 15 and 16), a medium screw rod 24a, and a short screw tube. 25a, an intermediate screw rod 24a, and a nut 14a with a washer. The short screw cylinder 25a has the same tool hook portion 23 as the intermediate screw cylinder 20a on the tip side. The attracting metal 10b is substantially the same as the attracting metal 10a, but the portions of the intermediate screw rod 24a and the short screw cylinder 25a are a short screw rod 26b and a long screw cylinder 34 with a hole. The long screw cylinder 34 with a hole has a tool hook 23 at one end and a transverse through-hole 35 (FIG. 16) at the center in the longitudinal direction. The diameter of the through hole 35 is such that the medium screw rod 24a can penetrate.

引寄せ金物10a,10bは次のように利用する。
通し柱30の胴差側ほぞ穴31に貫通孔15を形成してこれにほぞ穴31側から孔付き長ねじ筒34を差し込み、反対側から座金付きナット14bに中ねじ棒24bを取り付けたものを差し込んで、中ねじ棒24bの先端を前記孔付き長ねじ筒34の基部にねじ込んでおく。ついで、通し柱30の梁側ほぞ穴31に貫通孔15を設け、これに短ねじ筒25aを差し込み、貫通孔15の反対側から座金付きナット14aに中ねじ棒24aを取り付けたものを差し込んで、前記の孔付き長ねじ筒34の貫通孔35に通し、その先端部を短ねじ筒25aにねじ込む。
The attracting hardware 10a, 10b is used as follows.
A through hole 15 is formed in the tenon difference side mortise 31 of the through column 30, a long screw cylinder 34 with a hole is inserted from the mortise 31 side, and a medium screw rod 24b is attached to the nut 14b with a washer from the opposite side. The tip of the medium screw rod 24b is screwed into the base of the long screw cylinder 34 with holes. Next, a through hole 15 is provided in the beam side mortise 31 of the through pillar 30, and a short screw cylinder 25a is inserted into the through hole 15 and a medium screw rod 24a attached to the nut 14a with a washer is inserted from the opposite side of the through hole 15, The tip is passed through the through hole 35 of the long screw cylinder 34 with a hole, and is screwed into the short screw cylinder 25a.

孔付き長ねじ筒34と座金付きナット14bに中ねじ棒24bを取り付けたものとのねじ結合は、梁側の中ねじ棒24aを孔付き長ねじ筒34の貫通孔35に通した後に締め込み固定する。そして、梁側の座金付きナット14aに中ねじ棒24aを取り付けたものと短ねじ筒25aとを締め込み固定する。これにより、通し柱30の胴差側ほぞ穴31及び梁側ほぞ穴31の中央部に前記孔付き長ねじ筒34の先端側と短ねじ筒25aの基端側が開口している(雌ねじ開口)。   The screw connection between the long screw cylinder 34 with the hole and the nut 14b with the washer attached with the intermediate screw rod 24b is tightened after passing the intermediate screw rod 24a on the beam side through the through hole 35 of the long screw cylinder 34 with the hole. Fix it. Then, the nut 14a with a washer on the beam side and the short screw cylinder 25a and the short screw cylinder 25a are fastened and fixed. Thereby, the front end side of the long screw cylinder 34 with a hole and the base end side of the short screw cylinder 25a are opened in the center part of the body side mortise 31 and the beam side mortise 31 of the through column 30 (opening of an internal thread).

なお、この構造において、胴差側の孔付き長ねじ筒34とその先端に螺合される中ねじ棒24bは当初から一体に構成されていても良い。また、梁側の短ねじ筒25aとこれの先端に螺合される中ねじ棒24aとは当初から一体に構成されていても良い。これらの場合、孔付き長ねじ筒34と中ねじ棒24bの一体物を胴差側ほぞ穴31の貫通孔15に、中ねじ棒24aを先頭に差し込み、これの先端に座金付きナット14bを螺合することになる。短ねじ筒25aと中ねじ棒24aを一体としたものも同様であり、梁側のほぞ穴31の貫通孔15から、中ねじ棒24aを先頭にして差し込み、胴差側の孔付き長ねじ筒34の貫通孔35に通し、その先端に座金ナット14aを螺合する。   In this structure, the long screw cylinder 34 with a hole on the trunk difference side and the intermediate screw rod 24b screwed to the tip thereof may be integrally formed from the beginning. Moreover, the short screw cylinder 25a on the beam side and the intermediate screw rod 24a screwed to the tip of the cylinder may be integrally formed from the beginning. In these cases, the long screw cylinder 34 with a hole and the intermediate screw rod 24b are integrally inserted into the through hole 15 of the barrel difference side mortise 31 and the intermediate screw rod 24a is inserted at the head, and a nut 14b with a washer is screwed to the tip of this. Will match. The same applies to the short screw cylinder 25a and the intermediate screw rod 24a that are integrated, and is inserted from the through hole 15 of the mortise 31 on the beam side with the intermediate screw rod 24a leading, and a long screw cylinder with a hole on the trunk difference side. The washer nut 14a is screwed onto the tip of the through hole 35.

以上のようにして、通し柱30側の準備ができたら、梁2aの通し孔16に長ねじ棒11を通して先端にゴム付きワッシャー12aとナット13aを操作穴17a内で取付け、基端に中ねじ筒20aを螺合し、全体を梁2aに固定する。胴差2bについても各部材を同様に固定する。ついで、通し柱30の梁側ほぞ穴31に開口している短ねじ筒26aに中ねじ棒24aの基部を螺合しておき、梁2aの端部をを通し柱30に正面から突き当ててほぞ32をほぞ穴31に嵌合する。すると、前記中ねじ棒20aの先端は梁側の中ねじ筒20aの基端側近くにあるので、操作孔17から工具を用いて長ねじ11を回動して中ねじ筒20aを中ねじ棒20aの先端部に螺合する。充分に螺合したところで、今度はナット13aを回動して締め付け、通し柱30に梁2aを緊結する。緊結はまた、通し柱30側の座金付きナット14a,14bを工具で回転することによっても行える。   As described above, when the through column 30 side is ready, the long screw rod 11 is passed through the through hole 16 of the beam 2a, the rubber washer 12a and the nut 13a are attached to the distal end within the operation hole 17a, and the intermediate screw cylinder is attached to the proximal end. 20a is screwed and the whole is fixed to the beam 2a. Each member is similarly fixed also about the trunk difference 2b. Next, the base portion of the intermediate screw rod 24a is screwed into the short screw cylinder 26a opened in the beam side mortise 31 of the through column 30, and the end of the beam 2a is abutted against the through column 30 from the front and tenon 32 Is fitted into the mortise 31. Then, since the distal end of the intermediate screw rod 20a is near the proximal end side of the beam-side intermediate screw tube 20a, the long screw 11 is rotated by using a tool from the operation hole 17 so that the intermediate screw tube 20a is moved to the intermediate screw rod. Screwed into the tip of 20a. When the nuts 13a are sufficiently screwed together, the nut 13a is turned and tightened, and the beam 2a is fastened to the through column 30. Tightening can also be performed by rotating the nuts 14a and 14b with washers on the through column 30 side with a tool.

胴差2bの場合も同様であるが、胴差側のほぞ穴31に開口している孔付き長ねじ筒34の先端に短ねじ棒26bの基部を螺合しておき、その先端部を胴差側のほぞ穴31に形成した貫通孔15bに差し込み、操作穴17bから、長ねじ棒11bを操作して中ねじ筒24bの基部を短ねじ棒26bの先端部に螺合する。ついで、ナット13bを操作して締め付け固定することにより、通し柱30に胴差2bを緊結する。
ラグスクリュー19を用いた引寄せ金物10(図14)も同様であるが、ラグスクリュー19は、ねじ込むと後に操作することができないので、ほぞ穴31にほぞ32を嵌合した後の緊結は、主として通し柱30側の座金付きナット14a,14bを工具で回動することにより行う。
The same applies to the case of the body difference 2b, but the base of the short screw rod 26b is screwed to the tip of the long screw cylinder 34 with a hole opened in the mortise 31 on the body difference side, and the tip is attached to the body. It is inserted into a through hole 15b formed in the mortise 31 on the difference side, and the long screw rod 11b is operated from the operation hole 17b to screw the base portion of the middle screw cylinder 24b into the tip portion of the short screw rod 26b. Next, the nut 13 b is operated and fastened to fix the body difference 2 b to the through column 30.
The attracting hardware 10 using the lag screw 19 (FIG. 14) is the same, but since the lag screw 19 cannot be operated later when screwed in, the tightening after fitting the tenon 32 to the mortise 31 is This is performed mainly by rotating the nuts 14a and 14b with washers on the through column 30 side with a tool.

以上のようにして、梁と胴差のように2つの横架材2が直交して取り付けられる箇所においても、ほぞ穴31やほぞ32の位置をずらすことなく引寄せ金物10の軸線をずらすことなく、ほぞ嵌合で接合することができる。ほぞはあさく、また、引き抜きに抵抗するための構造も引寄せ金物10を配置するための細い貫通孔15や通し孔16であるから、従来のほぞ嵌合構造に比べて材の欠損が格段に少ない。
実施例5は、通し柱30の途中に梁2aや胴差2bを接合する場合を説明したが、実施例4(図9)のように、柱の上端で2つの横架材2が直交して接合される場合も同様である。
As described above, the axial line of the drawing hardware 10 is shifted without shifting the positions of the mortise 31 and the mortise 32 even at the places where the two horizontal members 2 are attached orthogonally, such as a beam and a trunk difference. And can be joined by tenon fitting. The tenon is light and the structure for resisting the pulling is also the thin through hole 15 and the through hole 16 for placing the attracting hardware 10, so that the loss of material is markedly larger than the conventional tenon fitting structure. Few.
In the fifth embodiment, the case where the beam 2a and the trunk difference 2b are joined in the middle of the through column 30 has been described. However, as in the fourth embodiment (FIG. 9), the two horizontal members 2 are orthogonal to each other at the upper end of the column. The same applies to the case of joining.

図17、18は、同じ技術思想に基づいた継手構造を実施例7として示している。この場合、他の構造材1は、横架材2と同じであって、梁であれば途中で分断されたもの(梁部分AとB)ある。梁部分Aの端面にはほぞ穴3が形成され、これと対向した梁部分Bの端面にはほぞ4が形成されている。ほぞ穴3及びほぞ4の構成は、実施例1の場合と同じである。   17 and 18 show a joint structure based on the same technical idea as a seventh embodiment. In this case, the other structural material 1 is the same as the horizontal member 2 and is a beam divided in the middle (beam portions A and B). A mortise 3 is formed in the end surface of the beam portion A, and a mortise 4 is formed in the end surface of the beam portion B opposite thereto. The configurations of the mortise 3 and the mortise 4 are the same as those in the first embodiment.

梁部分Aでは、ほぞ穴3の底面5に差込み孔22が材の軸方向に形成され、これに中ねじ筒20と一体となったラグスクリュー19がねじ込まれて固定されている。中ねじ筒20の基端側はほぞ穴31の中央部に開口している。中ねじ筒20と一体となったラグスクリュー19は、一方の引寄せ金物10を構成している。
梁部分Bでは、ほぞ4の中央部に通し孔16が材の軸方向に形成されると共にその先端に操作穴17が形成されこれらは連通している。
In the beam portion A, an insertion hole 22 is formed in the bottom surface 5 of the mortise 3 in the axial direction of the material, and a lag screw 19 integrated with the intermediate screw cylinder 20 is screwed and fixed thereto. The proximal end side of the middle screw cylinder 20 is open at the center of the mortise 31. The lag screw 19 integrated with the middle screw cylinder 20 constitutes one attracting metal 10.
In the beam portion B, a through hole 16 is formed in the central portion of the tenon 4 in the axial direction of the material, and an operation hole 17 is formed at the tip thereof, and these are in communication.

梁部分Bの通し孔16に長ねじ棒11を差し込んで先端部にゴム付きワッシャー12とナット13を螺合して、他方の引き寄せ金物10を構成しておく。
梁部分Aのほぞ穴31に、梁部分Bのほぞ4を上方から嵌めて確実に嵌合した後、梁部分Bの操作穴17から、長ねじ棒11を基端側へ押し出し、ついで、回動することにより、長ねじ棒11の基部を梁部分A側の中ねじ筒20へ充分に螺合する。ついで、ナット13を締め付けることにより梁部分Aと梁部分Bを引寄せ緊結する。
The long screw rod 11 is inserted into the through hole 16 of the beam portion B, and the washer 12 with rubber and the nut 13 are screwed to the tip portion to constitute the other attracting metal 10.
After fitting the tenon 4 of the beam part B into the tenon hole 31 of the beam part A from above and securely fitting it, the long screw rod 11 is pushed out from the operation hole 17 of the beam part B to the base end side. By moving, the base of the long screw rod 11 is sufficiently screwed into the intermediate screw cylinder 20 on the beam portion A side. Next, the beam portion A and the beam portion B are drawn and tightened by tightening the nut 13.

このような、継手構造においても、ほぞ穴31の側壁部6,7のテーパー配置と中央がなだらかに盛り上がった曲面で形成された底壁部8によって、上下方向の荷重が分散されて支持され、また、梁部分Aに対する梁部分Bの引き抜き力には、材の軸線に近く配置した引寄せ金物10(ラグスクリュー19や長ねじ棒11などを含む金物)が抵抗するので、ほぞ穴3とほぞ4の継手加工は浅くてよく、継手箇所における材の欠損がきわめて少なくなる。
また、引寄せ金物10による引き抜き力に対する抵抗は、梁部分A,Bの軸線近くに沿うので、梁部分Aと梁部分Bとの間にねじれが生じにくく、また、引抜力に対する抵抗が最も有効に行われる。梁の高さ(せい)が大きなときは引き抜く金物10を実施例4,5のように2段あるいは数段に設けるとねじれなどを防止する機能が高くなる。
Even in such a joint structure, the load in the vertical direction is dispersed and supported by the taper arrangement of the side wall portions 6 and 7 of the mortise 31 and the bottom wall portion 8 formed by a curved surface with a gently raised center, Further, the pulling force of the beam portion B with respect to the beam portion A is resisted by the attracting hardware 10 (the hardware including the lag screw 19 and the long screw rod 11) arranged close to the axis of the material. The joint processing of No. 4 may be shallow, and the loss of material at the joint portion is extremely reduced.
In addition, the resistance to the pulling force by the pulling hardware 10 is close to the axis of the beam portions A and B, so that the twist between the beam portion A and the beam portion B hardly occurs, and the resistance to the pulling force is most effective. To be done. When the height of the beam is large, if the hardware 10 to be pulled out is provided in two or several stages as in the fourth and fifth embodiments, the function of preventing twisting and the like is enhanced.

以上、実施例について説明した。使用する引寄せ金物10の構造は図示のものに限定されず、引寄せ力を発揮することができて、材の内部に材の軸線方向に沿って配置されるものであれば採用することができる。   The embodiment has been described above. The structure of the attracting hardware 10 to be used is not limited to that shown in the drawing, and it may be adopted as long as it can exert an attracting force and is arranged in the material along the axial direction of the material. it can.

平面図(実施例1)。Plan view (Example 1). 分解して示す仕口箇所の斜視図(実施例1)。The perspective view of the joint location shown disassembled (Example 1). ほぞ穴の正面図(実施例1)。Front view of a mortise (Example 1). 引寄せ金物の斜視図(実施例1)。The perspective view of a drawing metal object (Example 1). 引寄せ状態を透視して示す斜視図(実施例1)。The perspective view which sees through and shows a drawing state (Example 1). 平面図(実施例2)。Plan view (Example 2). 引寄せ状態を透視して示す斜視図(実施例2)。The perspective view which sees through and shows a drawing state (Example 2). 引寄せ状態を説明するための斜視図(実施例3)。The perspective view for demonstrating a drawing state (Example 3). 分解して示す仕口箇所の斜視図(実施例4)。The perspective view of the joint location shown disassembled (Example 4). 引寄せ状態を透視して示す斜視図(実施例4)。The perspective view which sees through and shows a drawing state (Example 4). 分解して示す仕口箇所の斜視図(実施例5)。The perspective view of the joint location shown disassembled (Example 5). 引寄せ状態を通しして示す斜視図(実施例5)。The perspective view shown through a drawing state (Example 5). 平面図(実施例5)。Plan view (Example 5). 平面図(実施例5)。Plan view (Example 5). 引寄せ金物部分を取り出した平面図(実施例6)。The top view which took out the attracting metal part (Example 6). 引寄せ金物部分を取り出した斜視図(実施例6)。The perspective view which took out the attracting metal part (Example 6). 分解して示す継手箇所の斜視図(実施例7)。The perspective view of the joint location shown disassembled (Example 7). 引寄せ状態を説明するための平面図(実施例7)。The top view for demonstrating a drawing state (Example 7).

符号の説明Explanation of symbols

1 横架材(他の構造材)
2 横架材
3 ほぞ穴
4 ほぞ
5 底面
6 側壁部(左)
7 側壁部(右)
8 底壁部
9 開口
10 引寄せ金物
11 長ねじ棒
12 ゴム付きワッシャー
13 ナット
14 座金付きナット
15 貫通孔
16 通し孔
17 操作穴
18 雄ねじ
19 ラグスクリュー
20 中ねじ筒
21 座金付きボルト
22 差込み穴
23 工具掛け部
24a,24b 中ねじ棒
25 短ねじ筒
26 短ねじ棒
27 柱(他の構造材)
28 ほぞ穴
29 ほぞ
30 通し柱(他の構造材)
31(31a,31b) ほぞ穴
32(32a,32b) ほぞ
33 上壁部
34 孔付き長ねじ筒
35 貫通孔
1 Horizontal materials (other structural materials)
2 Horizontal member 3 Mortise 4 Mortise 5 Bottom 6 Side wall (left)
7 Side wall (right)
8 Bottom wall portion 9 Opening 10 Pulling object 11 Long screw rod 12 Washer with rubber 13 Nut 14 Nut with washer 15 Through hole 16 Through hole 17 Operation hole 18 Male screw 19 Lug screw 20 Medium screw cylinder 21 Washer bolt 22 Insertion hole 23 Tool hanger 24a, 24b Medium thread rod 25 Short thread cylinder 26 Short thread rod 27 Pillar (other structural materials)
28 Mortise 29 Mortise 30 Through pillars (other structural materials)
31 (31a, 31b) Mortise 32 (32a, 32b) Mortise 33 Upper wall part 34 Long screw cylinder with hole 35 Through hole

Claims (4)

横架材端部を他の構造材に突き当てて接合する個所の接合構造であって、浅く広いほぞ穴とこれに対応したほぞとの嵌合構造および横架材の内部を横架材の軸方向に通した引寄せ金物による引寄せ構造とで構成してあり、ほぞ穴は少なくとも、底面と両側の側壁部及びこれらをつなぐ底壁部を有し、両側壁はその間隔が上方で広く下方で狭いテーパー配置とされ、底壁部は中央がなだらかに盛り上がった曲面で形成されるとともに、両側壁へもなだらかに接続していることを特徴とした横架材と他の構造材との接合構造。   This is a joint structure where the end of the horizontal member is abutted against another structural member, and the fitting structure of the shallow wide mortise and the corresponding tenon and the inside of the horizontal member is connected to the horizontal member. The mortise has at least a bottom surface, side wall portions on both sides and a bottom wall portion connecting them, and the both side walls are wide at the top. A narrow taper arrangement at the bottom, the bottom wall is formed with a curved surface with a gently raised center, and is also connected gently to both side walls. Junction structure. 他の構造材が横架材であり、ほぞ穴が構造材の側面又は端面に、上端部分を上方へ開放して形成され、ほぞ穴とほぞとがあり溝嵌合となることを特徴とする請求項1に記載の横架材と他の構造材との接合構造。   The other structural material is a horizontal member, and a mortise is formed on the side surface or end surface of the structural material with the upper end portion opened upward, and there is a mortise and a tenon to form a groove fitting. The joint structure of the horizontal member of Claim 1 and another structural material. ほぞ穴とほぞとが上下で複数個に独立し形成され、これらのそれぞれに引寄せ金物による引き寄せ構造が設けられていることを特徴とした請求項1に記載の横架材と他の構造材との接合構造。   2. The horizontal member and other structural member according to claim 1, wherein a plurality of mortises and tenons are independently formed on the upper and lower sides, and each of them is provided with a drawing structure by a drawing metal. Bonding structure with. 他の構造材も横架材であって、横架材の端部どうしを突き当てて接合する個所の継手構造であって、浅く広いほぞ穴とこれに対応したほぞとの嵌合構造および横架材の内部を横架材の軸方向に通した引寄せ金物による引寄せ構造とで構成してあり、ほぞ穴は少なくとも、底面と両側の側壁部及びこれらをつなぐ底壁部を有し、両側壁はその間隔が上方で広く下方で狭いテーパー配置とされ、底壁部は中央がなだらかに盛り上がった曲面で形成されるとともに、両側壁へもなだらかに接続していることを特徴とした横架材どうしの継手構造。   The other structural material is also a horizontal member, and is a joint structure where the ends of the horizontal member are abutted and joined to each other. The interior of the frame is composed of an attracting structure with an attracting metal that is passed through in the axial direction of the horizontal frame, and the mortise has at least a bottom surface, side walls on both sides, and a bottom wall that connects these, The side walls have a tapered arrangement with the gap between the upper side and the lower side being narrow, and the bottom wall part is formed with a curved surface with a gently raised center, and is also connected to both side walls gently. Joint structure between frames.
JP2006152599A 2006-05-31 2006-05-31 Joint structure of horizontal member and other structural member Pending JP2007321428A (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012525513A (en) * 2009-04-28 2012-10-22 ゲツナー ヴェルクストッフ ホールディング ゲーエムベーハー Connecting device
JP2014066129A (en) * 2012-09-06 2014-04-17 Hyogo Prefecture Horizontal member with tapered connection, precut method thereof, processing machine for processing the horizontal member and program
JP2019140104A (en) * 2018-02-09 2019-08-22 古河電気工業株式会社 Flat wire connection structure and wire harness including the same

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JPH03187439A (en) * 1989-12-18 1991-08-15 Shinko Kogyo Co Ltd Tenoning structure
JP2002061287A (en) * 2000-08-22 2002-02-28 Yukiyoshi Sawada T-shaped joint structure for wooden building
JP2005273409A (en) * 2004-03-26 2005-10-06 So 21:Kk Wooden member connecting device for building

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012525513A (en) * 2009-04-28 2012-10-22 ゲツナー ヴェルクストッフ ホールディング ゲーエムベーハー Connecting device
JP2014066129A (en) * 2012-09-06 2014-04-17 Hyogo Prefecture Horizontal member with tapered connection, precut method thereof, processing machine for processing the horizontal member and program
JP2019140104A (en) * 2018-02-09 2019-08-22 古河電気工業株式会社 Flat wire connection structure and wire harness including the same
JP7382721B2 (en) 2018-02-09 2023-11-17 古河電気工業株式会社 Connection structure for flat electric wires and wire harness including the connection structure

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