JP2016142064A - Brace fixing hardware - Google Patents

Brace fixing hardware Download PDF

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JP2016142064A
JP2016142064A JP2015019435A JP2015019435A JP2016142064A JP 2016142064 A JP2016142064 A JP 2016142064A JP 2015019435 A JP2015019435 A JP 2015019435A JP 2015019435 A JP2015019435 A JP 2015019435A JP 2016142064 A JP2016142064 A JP 2016142064A
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brace
holes
main body
fixing
slit
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JP6457827B2 (en
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山口 高広
Takahiro Yamaguchi
高広 山口
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Kaneshin Co Ltd
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Kaneshin Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide brace fixing hardware that can suppress breakage of a column and a horizontal member side, or a bracing, etc., and screw coming-off in them, even if a large quake is applied to a building by earthquake, etc.SOLUTION: Brace fixing hardware has a body part 11 with a bracing 4 fixed thereto, a flange part 12 bent by approximately 90° from the body part 11 and fixed to the side surface of a column 2, and a flange part 13 bent by approximately 90° from the body part and fixed to the side surface of a foundation 3 that is a cross member. In the body part 11, a slit 11d is provided in line symmetry and to cross a conformal central line 11c from a right angle part 11b where a pair of flange parts 12, 13 comes close in the body part 11 to the conformal central line 11c extending conformally between the pair of flange parts 12, 13.SELECTED DRAWING: Figure 6

Description

本発明は、柱と横架材とがなす接合部に筋かいを固定するために用いる筋かい固定金物に関する。   The present invention relates to a brace fixing hardware used for fixing a brace to a joint portion between a column and a horizontal member.

従来、柱と横架材とがなす接合部に筋かいを固定するために用いる筋かい固定金物として、筋かいの下端部をその両側から固定する本体部と、その本体部からほぼ90°折れ曲がって柱の側面に固定されるフランジ部と、その本体部からほぼ90°折れ曲がって横材の側面に固定されるフランジ部とを有するものが提案されている(例えば、特許文献1参照。)。   Conventionally, as a brace fixing hardware used to fix a brace to a joint formed by a column and a horizontal member, a lower end of the brace is fixed from both sides, and the main body is bent by approximately 90 °. There has been proposed one having a flange portion fixed to the side surface of the column and a flange portion bent approximately 90 ° from the main body portion and fixed to the side surface of the cross member (see, for example, Patent Document 1).

特開2008−297849号公報JP 2008-297849 A

しかし、上述のような特許文献1の筋かい固定金物では、地震等により大きな揺れが建築部に作用して、筋かいが引っ張られたり、圧縮等した場合、この筋かい固定金物を取付けておいた柱や横架材、筋かい等の木材が割裂等して破損し、建造物全体にダメージを与えるおそれがあるという問題があった。   However, in the case of the brace fixing hardware of Patent Document 1 as described above, when the brace is pulled or compressed due to a large shaking acting on the building due to an earthquake or the like, the brace fixing hardware is attached. There was a problem that the pillars, horizontal members, braces, and other timbers were broken and damaged, and the entire building could be damaged.

特に、筋かいは、柱や横架材と比較して薄かったり、幅が狭かったりして強度的に弱い木材を使用する場合が多く、地震等の大きな揺れが発生した場合、筋かい等から割裂したり、柱や横架材側でビス抜け等する場合が多かった。   In particular, struts are often thinner or narrower than pillars and horizontal members, and weakly strong wood is often used. When large tremors such as earthquakes occur, strata In many cases, it was split or a screw was removed from the pillar or horizontal member.

そこで、本発明はこのような課題に着目してなされたもので、地震等によって大きな揺れが建造物に加わった場合でも、柱や横架材側、筋かい等の破損や、それらにおけるビス抜け等をなるべく抑えることができる筋かい固定金物を提供することを目的とする。   Therefore, the present invention has been made paying attention to such problems, and even when a large shake is applied to a building due to an earthquake or the like, damage to pillars, horizontal members, braces, etc. An object of the present invention is to provide a brace-fixed hardware capable of suppressing the above as much as possible.

前記課題を解決するため、本発明に係る筋かい固定金物は、柱と横架材とがなす接合部に筋かいを固定するために用いる筋かい固定金物であって、筋かいを固定するための釘やビス、ネジ等の固定部材が通される複数の通孔が形成された本体部と、その本体部から折り曲げて設けられると共に、柱または横架材を固定するための釘やビス、ネジ等の固定部材が通される複数の通孔が形成され、柱と横架材の側面にそれぞれ固定される一対のフランジ部とを有し、前記本体部には、当該本体部の直角部から前記一対のフランジ部の間を等角で延びる等角中心線に対し線対称で、かつ、当該等角中心線を横切るようにスリットを設けたことを特徴とする。
ここで、前記本体部の複数の通孔は、それぞれ、前記スリットに対し前記直角部側とその反対側とに、それぞれ設けられていると良い。
また、前記本体部の複数の通孔は、それぞれ、前記等角中心線に対し線対称に設けられており、前記一対のフランジ部は、互いに同一形状で、かつ、前記等角中心線に対し線対称に設けられ、前記一対のフランジ部の複数の通孔は、それぞれ、前記等角中心線に対し線対称に設けられているとさらに良い。
また、前記スリットの両端部は、それぞれ、前記本体部の複数の通孔のうち最も前記各フランジ部に近い位置に設けられた通孔よりも各一対のフランジ部の近くまで延びて形成されているとさらに良い。
また、前記一対のフランジ部には、それぞれ、柱と横架材を接合する際に使用する接合金物において柱または横架材の側面に露出する部分を避けるように開口部が設けられているとさらに良い。
In order to solve the above-described problem, a brace fixing hardware according to the present invention is a brace fixing hardware used for fixing a brace to a joint portion formed by a column and a horizontal member, and for fixing the brace. A main body portion in which a plurality of through-holes through which fixing members such as nails, screws, screws, etc. are passed, and bent from the main body portion, are provided, and nails and screws for fixing columns or horizontal members, A plurality of through holes through which a fixing member such as a screw is passed are formed, and each of the pillars and a pair of flange parts fixed to the side surfaces of the horizontal member are provided. A slit is provided so as to be symmetrical with respect to an equiangular center line extending equiangularly between the pair of flange portions and crossing the equiangular center line.
Here, it is preferable that the plurality of through holes of the main body are respectively provided on the right-angle part side and the opposite side with respect to the slit.
Further, the plurality of through holes of the main body portion are provided symmetrically with respect to the equiangular center line, and the pair of flange portions have the same shape as each other and with respect to the equiangular center line. More preferably, the plurality of through holes of the pair of flange portions are provided symmetrically with respect to the equiangular center line.
Further, both end portions of the slit are formed so as to extend closer to the pair of flange portions than the through holes provided at positions closest to the flange portions among the plurality of through holes of the main body portion. Even better.
Further, each of the pair of flange portions is provided with an opening so as to avoid a portion exposed to a side surface of the column or the horizontal member in a joint metal used when the column and the horizontal member are bonded. Even better.

本発明の筋かい固定金物では、本体部には、直角部から一対のフランジ部の間を等角で延びる等角中心線に対し線対称で、かつ、当該等角中心線を横切るようスリットが設けられているため、地震等によって大きな揺れが建造物に加わって、筋かいが引っ張られたり、圧縮等した場合、スリットが広がる等して、柱や横架材、筋かい等でビス抜け等したり、柱や横架材、筋かい等の木材が割裂する前に筋かい固定金物が変形する。そのため、柱や横架材、筋かい等でビス抜け等、および柱や横架材、筋かい等の割裂が遅れるので、建造物全体のダメージを少なくすることができる。   In the brace fixing metal fitting of the present invention, the main body portion is symmetrical with respect to the equiangular center line extending equiangularly from the right angle portion to the pair of flange portions, and has a slit so as to cross the equiangular center line. Because it is provided, a large shake is applied to the building due to an earthquake, etc., when the brace is pulled or compressed, the slit widens, etc., and a screw is pulled out by a pillar, horizontal member, brace, etc. Or the brace fixing hardware is deformed before the wood such as pillars, horizontal members and braces split. For this reason, since a screw or the like is lost due to a column, a horizontal member, a brace, or the like, and splitting of the column, the horizontal member, a brace, or the like is delayed, damage to the entire building can be reduced.

本発明に係る実施形態の筋かい固定金物の斜視図である。It is a perspective view of a brace fixing metal fitting of an embodiment concerning the present invention. 本発明に係る実施形態の筋かい固定金物の正面図である。It is a front view of the brace fixed metal fitting of the embodiment concerning the present invention. (a),(b)それぞれ本発明に係る実施形態の筋かい固定金物の右側面図、平面図である。(A), (b) It is a right view and a top view, respectively, of the brace fixing hardware of the embodiment according to the present invention. 本発明に係る実施形態の筋かい固定金物の背面図である。It is a rear view of the brace fixed metal fitting of the embodiment concerning the present invention. 柱と土台の接合部に本実施形態の筋かい固定金物を介して筋かいを取付けた状態の一例を示す斜視図である。It is a perspective view which shows an example of the state which attached the brace to the junction part of a pillar and a base via the brace fixed metal fitting of this embodiment. 図5に示す筋かい取付け状態の正面図である。It is a front view of the brace attachment state shown in FIG. 図5に示す筋かい取付け状態の平面図である。It is a top view of the brace attachment state shown in FIG. (a),(b)それぞれスリットを有する本発明に係る実施形態の筋かい固定金物と、スリットを省略した従来品の耐力確認試験結果を示す図である。(A), (b) It is a figure which shows the proof strength confirmation test result of the brace fixing metal fitting of embodiment which concerns on this invention which each has a slit, and the slit which abbreviate | omitted the slit. 柱と梁の接合部に本実施形態の筋かい固定金物を介して筋かいを取付ける前の状態(筋かいは二点鎖線で示している。)を示す斜視図である。It is a perspective view which shows the state (A brace is shown with the dashed-two dotted line.) Before attaching a brace to the junction part of a pillar and a beam via the brace fixed metal fitting of this embodiment. 図9に示す筋かい取付け状態の正面図である。It is a front view of the brace attachment state shown in FIG. 図9に示す筋かい取付け状態の平面図である。FIG. 10 is a plan view of the brace attached state shown in FIG. 9. 柱と梁を金物工法で接合する際に使用する接合金物の一例を示す斜視図である。It is a perspective view which shows an example of the joining hardware used when joining a column and a beam with a hardware construction method. コイルから平板状態にある本実施形態の筋かい固定金物を切り出す際の状態を示す平面図である。It is a top view which shows the state at the time of cutting out the brace fixed metal fixture of this embodiment in a flat plate state from a coil.

以下、本発明に係る筋かい固定金物の実施の形態を、添付図面を参照しながら詳細に説明する。なお、下記に説明する実施の形態は、あくまで、本発明の一例であり、本発明は、下記に説明する実施の形態に限定されるものではない。   Embodiments of the brace fixing hardware according to the present invention will be described below in detail with reference to the accompanying drawings. The embodiment described below is merely an example of the present invention, and the present invention is not limited to the embodiment described below.

<筋かい固定金物1の構成>
本発明に係る実施形態の筋かい固定金物1は、後述する図5や図9等に示すように、柱2と、土台3や梁5などの横架材とがなす接合部に、筋かい4を固定するために用いるもので、図1〜図4に示すように、本体部11と、一対のフランジ部12,13とから構成される。
<Configuration of brace fixed hardware 1>
The brace fixing hardware 1 according to the embodiment of the present invention has a brace at the joint formed by the pillar 2 and the horizontal member such as the base 3 and the beam 5 as shown in FIGS. 4 is used to fix the main body 11 and, as shown in FIGS.

本体部11は、筋かい4が固定される部分で、図2等に示すように、正面視、ほぼ直角三角形に近いものの、斜辺部分に90°以上の広角の斜辺角部11a,11aが2つ追加された五角形に形成されている。   The main body 11 is a portion to which the brace 4 is fixed. As shown in FIG. 2 and the like, the front side is almost a right triangle, but the hypotenuse corner portions 11a and 11a having a wide angle of 90 ° or more are 2 in the hypotenuse portion. It is formed into an additional pentagon.

つまり、本体部11は、当該本体部11における一対のフランジ部12,13の端部が近接ないしは接触する直角部11bから一対のフランジ部12,13の間を等角で延びる等角中心線11cに対し線対称の五角形に形成されている。尚、本発明では、本体部11の形状は、任意であり、五角形に限らず、三角形でも、四角形でも、六角形以上の多角形でも良いし、さらには、一部に湾曲形状を有する扇形のような形状でも勿論良い。   That is, the main body 11 has an equiangular center line 11c extending equiangularly between the pair of flanges 12, 13 from a right angle 11b where the ends of the pair of flanges 12, 13 in the main body 11 are close to or in contact with each other. In contrast, it is formed in a line-symmetric pentagon. In the present invention, the shape of the main body portion 11 is arbitrary, and is not limited to a pentagon, but may be a triangle, a quadrangle, a hexagon or more, and a fan-shaped part having a curved shape. Of course, such a shape is also acceptable.

等角中心線11cは、本体部11の表面や裏面に刻印することにより描かれているが、刻印自体は省略可能である。また、本体部11の直角部11bと、その直角部11bに近接する一対のフランジ部12,13の角部とには、本体部11に対し一対のフランジ部12,13を直角に曲げ易くすると共に、歪み防止を図るため、小径の円形孔を形成している。   The equiangular center line 11c is drawn by marking on the front surface and the back surface of the main body part 11, but the marking itself can be omitted. In addition, the pair of flange portions 12 and 13 are easily bent at right angles to the main body portion 11 at the right angle portion 11b of the main body portion 11 and the corner portions of the pair of flange portions 12 and 13 adjacent to the right angle portion 11b. At the same time, a small-diameter circular hole is formed to prevent distortion.

本体部11には、その等角中心線11cに対しスリット11dが線対称で、かつ、その等角中心線11cを横切るように設けられている。つまり、スリット11dは、等角中心線11cに対し線対称で、かつ、その等角中心線11cを横切るように、等角中心線11c上で90°以上の広角に曲がったV字形状で形成されており、等角中心線11c上の中央屈折部11d1と、一対のフランジ部12,13それぞれに近接する両端部11d2,11d2とを有している。   The main body 11 is provided with slits 11d that are symmetrical with respect to the equiangular center line 11c and that cross the equiangular center line 11c. That is, the slit 11d is formed in a V-shape that is symmetric with respect to the equiangular center line 11c and is bent at a wide angle of 90 ° or more on the equiangular center line 11c so as to cross the equiangular center line 11c. It has a central refracting portion 11d1 on the equiangular center line 11c and both end portions 11d2 and 11d2 close to the pair of flange portions 12 and 13, respectively.

また、本体部11には、図2等に示すように、スリット11dに対し直角部11b側に、筋かい4(図5参照。)と固定するため釘やビス、ネジ等の固定部材が通される複数(ここでは、例えば、5つとする。)の通孔(以下、直角部側通孔という。)11e1〜11e5が形成されていると共に、その反対側、すなわちスリット11dに対し斜辺角部11a,11a側には、同様の固定部材が通される複数(ここでは、例えば、6つとする。)の通孔(以下、斜辺角部側通孔という。)11f1〜11f6が形成されている。   Further, as shown in FIG. 2 and the like, a fixing member such as a nail, a screw, or a screw is passed through the main body 11 to fix the brace 4 (see FIG. 5) on the side of the right angle portion 11b with respect to the slit 11d. A plurality of (in this case, for example, five) through-holes (hereinafter referred to as right-angle portion side through-holes) 11e1 to 11e5 are formed, and the opposite side thereof, that is, the hypotenuse corner portion with respect to the slit 11d On the 11a, 11a side, a plurality of (here, six, for example) through-holes (hereinafter referred to as oblique side corner side through-holes) 11f1 to 11f6 through which similar fixing members are passed are formed. .

ここで、図2等に示すように、本体部11の複数の直角部側通孔11e1〜11e5と複数の斜辺角部側通孔11f1〜11f6は、それぞれ、等角中心線11cに対し線対称に設けられている。そのため、奇数個設けられた直角部側通孔11e1〜11e5では、中央の直角部側通孔11e3は、等角中心線11c上に設けられることになる。なお、直角部側通孔11e3は、後述するように、本実施形態では、筋かい4の固定に使用しないが、筋かい4の幅が大きかったり、筋かい4の取り付け角度や位置によっては使用しても良い。また、直角部側通孔11e3やスリット11dの中央屈折部11d1は、等角中心線11cを刻印する際の目印として使用できる。   Here, as shown in FIG. 2 and the like, the plurality of right-angled portion side through holes 11e1 to 11e5 and the plurality of oblique side corner side through holes 11f1 to 11f6 of the main body 11 are line-symmetric with respect to the equiangular center line 11c. Is provided. Therefore, in the odd-numbered right-angled portion side through holes 11e1 to 11e5, the central right-angled portion side through hole 11e3 is provided on the equiangular center line 11c. As will be described later, the right-angle-portion-side through-hole 11e3 is not used for fixing the brace 4 in this embodiment, but is used depending on the width of the brace 4 or the mounting angle or position of the brace 4. You may do it. Further, the right-angle portion side through-hole 11e3 and the central refracting portion 11d1 of the slit 11d can be used as a mark for marking the equiangular center line 11c.

また、本体部11では、スリット11dの両端部11d2,11d2は、それぞれ、本体部11の複数の直角部側通孔11e1〜11e5および斜辺角部側通孔11f1〜11f6の内、最も各フランジ部12,13に近い両端部の直角部側通孔11e1,11e5および斜辺角部側通孔11f1,11f6よりも,フランジ部12,13の近くまで延びて形成されている。   Moreover, in the main body part 11, both end parts 11d2 and 11d2 of the slit 11d are the flange parts of the plurality of right-angled part side through holes 11e1 to 11e5 and the oblique side corner part side through holes 11f1 to 11f6, respectively. 12 and 13 are formed so as to extend closer to the flange portions 12 and 13 than the right-angle portion side through holes 11e1 and 11e5 and the hypotenuse corner portion side through holes 11f1 and 11f6.

フランジ部12,13は、それぞれ、本体部11からほぼ90°折り曲げて構成されて、柱2と土台3または梁5等の横架材の側面に固定されるもので、図1〜図4等に示すように、同一形状で、かつ、等角中心線11cに対しそれぞれ45°の角度をなして本体部11に設けられている。   Each of the flange portions 12 and 13 is formed by bending approximately 90 ° from the main body portion 11 and is fixed to the side surface of the horizontal member such as the column 2 and the base 3 or the beam 5. As shown in FIG. 4, the main body 11 is provided with the same shape and at an angle of 45 ° with respect to the equiangular center line 11c.

フランジ部12,13には、それぞれ、図3(a),(b)等に示すように、柱2と梁5等の横架材を接合する接合金物7において横架材の下側面に露出する連結板7bおよびあご受け部7a2,7a2(図12参照。)を避ける開口部12a,13aが設けられている。   As shown in FIGS. 3 (a) and 3 (b), the flange portions 12 and 13 are exposed on the lower surface of the horizontal member in the joint metal 7 for connecting the horizontal member such as the column 2 and the beam 5, respectively. Opening portions 12a and 13a that avoid the connecting plate 7b and the jaw receiving portions 7a2 and 7a2 (see FIG. 12) are provided.

また、フランジ部12,13には、それぞれ、柱2や土台3または梁5等の横架材の側面に固定するため釘やビス、ネジ等の固定部材が通される複数(ここでは、例えば、5つとする。)の通孔(以下、フランジ部側通孔という。)12b,13bを形成している。   In addition, a plurality of fixing members such as nails, screws, screws, etc. are passed through the flange portions 12 and 13 for fixing to the side surfaces of the horizontal members such as the pillar 2, the base 3, or the beam 5 (here, for example, Through holes (hereinafter referred to as “flange portion side through holes”) 12b and 13b.

ここで、各フランジ部12,13に設けるフランジ部側通孔12b,13bは、それぞれ、筋かい4を施工する際にビス、ネジ等の固定部材の頭部が邪魔にならないようフラットにしたり、強度を向上させるため柱2または土台3側に突出したエンボス孔としているが、エンボス孔にすること自体は任意である。   Here, the flange part side through holes 12b, 13b provided in the flange parts 12, 13 are flattened so that the heads of fixing members such as screws and screws do not get in the way when the brace 4 is constructed, In order to improve the strength, the embossed holes projecting toward the pillar 2 or the base 3 are used, but the embossed holes themselves are arbitrary.

また、各フランジ部12,13に設けるフランジ部側通孔12b,13bは、図3(a),(b)等に示すように、柱2や土台3等の横架材がその木目に沿って割裂し難くなるように、上下方向または左右方向に互いに位置をずらして設けている。   Further, as shown in FIGS. 3A and 3B, the flange-side through holes 12b and 13b provided in the flange portions 12 and 13 are provided with horizontal members such as the pillar 2 and the base 3 along the grain. The positions are shifted from each other in the up-down direction or the left-right direction so that it is difficult to split.

また、図3(a),(b)に示すように、直角部11bから遠い側のフランジ部12,13の角部は、それぞれ斜めに切り取って斜辺部12c,13cを設けている。   Further, as shown in FIGS. 3A and 3B, the corner portions of the flange portions 12 and 13 on the side far from the right-angled portion 11b are obliquely cut to provide oblique sides 12c and 13c, respectively.

<筋かい固定金物1を使用しての筋かい4の取付けとその効果>
次に、以上のように構成された筋かい固定金物1を使用した筋かい4の取付けとその効果等について説明する。
<Mounting of brace 4 using brace fixing hardware 1 and its effect>
Next, the attachment of the brace 4 using the brace fixing hardware 1 configured as described above, the effects thereof, and the like will be described.

<柱2と土台3との接合部に使用する場合>
図5〜図7は、それぞれ、柱2と土台3の接合部に本実施形態の筋かい固定金物1を介して筋かい4を取付けた状態を示す斜視図、正面図、平面図である。
<When used at the junction between the pillar 2 and the base 3>
5 to 7 are a perspective view, a front view, and a plan view showing a state in which the brace 4 is attached to the joint portion between the pillar 2 and the base 3 via the brace fixing hardware 1 of the present embodiment, respectively.

ここで、筋かい固定金物1を柱2や土台3に取付ける場合、および筋かい固定金物1に筋かい4を取付ける場合には、固定部材6として同じ物、例えば、同じビス等を使用しても良いし、別のネジや釘等を使用しても良い。   Here, when the brace fixing hardware 1 is attached to the pillar 2 or the base 3 and when the bracing 4 is attached to the brace fixing hardware 1, the same member, for example, the same screw or the like is used as the fixing member 6. Alternatively, other screws or nails may be used.

その際、本実施形態の筋かい固定金物1では、筋かい固定金物1の本体部11には、直角部11bから一対のフランジ部12,13の間を等角で等角中心線11cが刻印されているため、筋かい固定金物1に筋かい4を取付ける場合、等角中心線11cを目印にして半分側の通孔を使用してビス等の固定部材6を打ち込む。   At that time, in the brace fixing hardware 1 of the present embodiment, the main body part 11 of the brace fixing metal 1 is engraved with an equiangular center line 11c between the right angle part 11b and the pair of flange parts 12 and 13 at an equiangular angle. Therefore, when attaching the brace 4 to the brace fixing hardware 1, the fixing member 6 such as a screw is driven using the half-side through hole with the equiangular center line 11c as a mark.

具体的には、図5〜図7に示す柱2と土台3の接合部の場合、例えば、等角中心線11cよりも上側、すなわち等角中心線11cよりも柱2側の直角部側通孔11e1,11e2と、斜辺角部側通孔11f1〜11f3にビス等の固定部材6を打ち込んで筋かい4を固定する。しかし、筋かい4の角度、幅や位置によっては、例えば、柱2側の直角部側通孔11e1〜11e3と、斜辺角部側通孔11f2,11f3等にビス等の固定部材6を打ち込む位置を変更できる。尚、後述する図9〜図11に示す柱2と梁5の接合部の場合も同様に、筋かい4の角度、幅や位置によっては、例えば、柱2側の直角部側通孔11e3〜11e5と、斜辺角部側通孔11f4,11f5等に固定部材6を打ち込む位置を変更できる。   Specifically, in the case of the joint portion between the column 2 and the base 3 shown in FIGS. 5 to 7, for example, the upper side of the equiangular center line 11 c, that is, the side of the right angle portion on the pillar 2 side of the equiangular center line 11 c. The brace 4 is fixed by driving a fixing member 6 such as a screw into the holes 11e1 and 11e2 and the hypotenuse corner side through holes 11f1 to 11f3. However, depending on the angle, width, and position of the brace 4, for example, a position where the fixing member 6 such as a screw is driven into the right-angle portion side through holes 11e1 to 11e3 on the column 2 side and the hypotenuse corner portion side through holes 11f2, 11f3, etc. Can be changed. Similarly, in the case of the joint portion between the column 2 and the beam 5 shown in FIGS. 11e5 and the position where the fixing member 6 is driven into the hypotenuse corner portion side through holes 11f4, 11f5 and the like can be changed.

これに対し、後述する図9〜図11に示す柱2と梁5の接合部の場合、例えば、等角中心線11cよりも下側、すなわち等角中心線11よりも柱2側の直角部側通孔11e4,11e5と、斜辺角部側通孔11f4〜11f6にビス等の固定部材6を打ち込んで筋かい4を固定することになる。   On the other hand, in the case of the joint portion between the column 2 and the beam 5 shown in FIGS. 9 to 11 to be described later, for example, a lower side than the equiangular center line 11c, that is, a right angle portion on the column 2 side from the equiangular center line 11. The brace 4 is fixed by driving a fixing member 6 such as a screw into the side through holes 11e4 and 11e5 and the hypotenuse corner side through holes 11f4 to 11f6.

従って、図5〜図7に示すように柱2と土台3の接合部に本実施形態の筋かい固定金物1を介して筋かい4を取付けた後、地震等によって大きな揺れが建造物に加わり、筋かい4が大きく引っ張られた場合には、柱2や土台3、筋かい4等でビス等の固定部材6が抜けたり、固定部材6が挿入されていた直角部側通孔11e1〜11e5や、斜辺角部側通孔11f1〜11f6、フランジ部側通孔12b,13b近傍の筋かい4や柱2、土台3から割裂する前に、筋かい固定金物1のスリット11dが広がって、筋かい固定金物1が変形する。   Accordingly, as shown in FIGS. 5 to 7, after the brace 4 is attached to the joint between the pillar 2 and the base 3 via the brace fixing hardware 1 of this embodiment, a large shake is applied to the building due to an earthquake or the like. When the brace 4 is pulled greatly, the fixing member 6 such as a screw is pulled out by the pillar 2, the base 3, the brace 4, etc., or the right side portion side through holes 11 e 1 to 11 e 5 in which the fixing member 6 has been inserted. The slit 11d of the brace fixing hardware 1 spreads out before splitting from the brace 4 and the pillar 2 and the base 3 in the vicinity of the hypotenuse corner side through holes 11f1 to 11f6, the flange side through holes 12b and 13b. The padding hardware 1 is deformed.

一方、筋かい4が大きく圧縮された場合には、柱2や土台3に圧縮力が伝達し、柱2や土台3、筋かい4等でビス等の固定部材6がめり込んだり、固定部材6が挿入されていた直角部側通孔11e1〜11e5や、斜辺角部側通孔11f1〜11f6、フランジ部側通孔12b,13b近傍の筋かい4や柱2、土台3から割裂する前に、筋かい固定金物1のスリット11dが狭まって、筋かい固定金物1が変形する。   On the other hand, when the brace 4 is greatly compressed, a compressive force is transmitted to the pillar 2 or the base 3, and the fixing member 6 such as a screw is indented by the pillar 2, the base 3, the brace 4, or the like. Before splitting from the brace 4 and the pillar 2 and the base 3 in the vicinity of the right-angle part side through holes 11e1 to 11e5, the oblique side corner part through holes 11f1 to 11f6, the flange part side through holes 12b and 13b. The slit 11d of the brace fixing hardware 1 is narrowed, and the brace fixing hardware 1 is deformed.

そのため、本実施形態の筋かい固定金物1によれば、地震等によって大きな揺れが建造物に加わって筋かい4が引っ張られたり圧縮等した場合、スリット11dが広がったり狭まることにより筋かい固定金物1が先に変形するので、柱2や土台3、筋かい4等の木材の割裂や固定部材6の抜けを遅らせ、建造物全体のダメージを少なくすることができる。   Therefore, according to the brace fixing hardware 1 of the present embodiment, when a large shake is applied to the building due to an earthquake or the like and the braiding 4 is pulled or compressed, the slit 11d is expanded or narrowed, thereby causing the brace fixing hardware. Since 1 is deformed first, it is possible to delay the splitting of the wood such as the pillar 2, the base 3, and the brace 4 and the removal of the fixing member 6, thereby reducing the damage to the entire building.

また、筋かい固定金物1の本体部11と筋かい4との間の固定では、本体部11に設けたスリット11dによって、柱2や土台3に近い直角部側通孔11e1〜11e5が柱2や土台3に遠い斜辺角部側通孔11f1〜11f6よりも先に負けるので、筋かい4全体のダメージを少なくすることができる。   Further, when fixing the brace fixing hardware 1 between the main body portion 11 and the brace 4, the right-angle portion side through-holes 11 e 1 to 11 e 5 close to the pillar 2 and the base 3 are formed by the slit 11 d provided in the main body portion 11. In addition, since it is defeated ahead of the oblique side corner portion through holes 11f1 to 11f6 far from the base 3, damage to the entire brace 4 can be reduced.

特に、本実施形態の筋かい固定金物1では、図1や図2等に示すように、スリット11dの両端部11d2,11d2は、それぞれ、複数の直角部側通孔11e1〜11e5および斜辺角部側通孔11f1〜11f6のいずれよりも、フランジ部12,13の近くまで延びて形成されている。   In particular, in the brace fixing hardware 1 of this embodiment, as shown in FIG. 1 and FIG. 2 and the like, both end portions 11d2 and 11d2 of the slit 11d are respectively a plurality of right-angle portion side through holes 11e1 to 11e5 and oblique side corner portions. It is formed so as to extend closer to the flange portions 12 and 13 than any of the side through holes 11f1 to 11f6.

そのため、図1や図5等に示すように、各フランジ部12,13に設けたその開口部12a,13aと、本体部11に設けたスリット11dの両端部11d2,11d2とが近接して、地震等によって筋かい4が大きく引っ張られたり圧縮等して、スリット11dがさらに大きく変形した場合、フランジ部12,13の開口部12a,13aとスリット11dの両端部11d2,11d2との間の部分である縁が大きく変形や曲がったり、捩れるような動きをする。   Therefore, as shown in FIGS. 1 and 5, etc., the opening portions 12a and 13a provided in the flange portions 12 and 13 and the both end portions 11d2 and 11d2 of the slit 11d provided in the main body portion 11 are close to each other, When the brace 4 is greatly pulled or compressed by an earthquake or the like and the slit 11d is further greatly deformed, a portion between the openings 12a and 13a of the flange portions 12 and 13 and both end portions 11d2 and 11d2 of the slit 11d. The rims are greatly deformed, bent or twisted.

すると、この筋かい固定金物1の本体部11は、その縁が切れるまで、スリット11dを介して直角部11b側の本体部11と、斜辺角部11a,11a側の本体部11とが別々の独立した動きや変形をすることになる。   Then, the main body portion 11 of the brace fixing hardware 1 is separated into the main body portion 11 on the right angle portion 11b side and the main body portion 11 on the oblique side corner portions 11a and 11a side through the slit 11d until the edge is cut. Independent movement and deformation.

その結果、スリット11dを設けない場合、および単にスリット11dだけを設けた場合と比較しても、各フランジ部12,13の開口部12a,13aと、本体部11に設けたスリット11dの両端部11d2,11d2とを近接させたこの筋かい固定金物1によれば、筋かい固定金物1の取り付け接合部すなわち建造物全体の破壊の終局が遅くなり、地震等による大きな揺れに対する筋かい固定金物1の粘りを増大させることができる。   As a result, the opening portions 12a and 13a of the flange portions 12 and 13 and both end portions of the slit 11d provided in the main body portion 11 are compared with the case where the slit 11d is not provided and the case where only the slit 11d is provided. According to the brace fixing hardware 1 in which 11d2 and 11d2 are brought close to each other, the fixing joint 1 of the bracing fixing hardware 1, that is, the ultimate destruction of the entire building is delayed, and the bracing fixing hardware 1 against a large shake due to an earthquake or the like. Can increase the stickiness.

図8(a),(b)は、それぞれ、スリット11dを設けた本実施形態の筋かい固定金物1と、スリット11dを省略した筋かい固定金物で耐力確認試験結果を示す図である。   FIGS. 8A and 8B are diagrams showing the proof stress confirmation test results for the brace fixing hardware 1 of the present embodiment in which the slit 11d is provided and the brace fixing hardware in which the slit 11d is omitted, respectively.

図8(a),(b)において、横軸は試験対象である筋かい固定金物を取り付けた面内試験の層間変位δ(mm)を示す一方、縦軸は試験対象である筋かい固定金物を取り付けた面内試験体に加えた荷重P(kN)を示しており、筋かい固定金物を取り付けた面内試験体に荷重P(kN)を加えた際の層間変位δ(mm)を測定した。   8 (a) and 8 (b), the horizontal axis indicates the interlayer displacement δ (mm) of the in-plane test in which the brace fixing hardware to be tested is attached, while the vertical axis indicates the bracing fixing hardware to be tested. Shows the load P (kN) applied to the in-plane test specimen attached with, and measured the inter-layer displacement δ (mm) when the load P (kN) was applied to the in-plane test specimen attached with the brace fixing hardware did.

その結果、図8(a)に示すスリット11dを設けた本実施形態の筋かい固定金物1における耐力試験結果と、図8(b)に示すスリット11dを省略した筋かい固定金物における耐力試験結果とを比較すると明らかなように、スリット11dを設けた本実施形態の筋かい固定金物1では、図8(a)に示すように、最大荷重の到達点Aである変位δが約50mm〜112mmの間は、ほとんど荷重Pが下がらずに筋かい固定金物1が変位して、変位δが約112mm程度のところを過ぎて急減に低下していることがわかる。   As a result, the proof stress test result in the brace fixed metal fitting 1 of the present embodiment provided with the slit 11d shown in FIG. 8A and the proof stress test result in the brace fixed metal fixture omitted in the slit 11d shown in FIG. 8B. As is clear from comparison, in the brace fixing hardware 1 of the present embodiment provided with the slit 11d, the displacement δ which is the maximum load reaching point A is about 50 mm to 112 mm as shown in FIG. During this period, it can be seen that the brace fixed metal object 1 is displaced almost without the load P being lowered, and the displacement δ has dropped to about 112 mm and has decreased rapidly.

これに対し、スリット11dを省略した筋かい固定金物では、図8(b)に示すように、変位δが約70mmのところで最大荷重の到達点Aに到達した後、約75mmまでは最大荷重のまま変位し、その後は徐々に荷重Pが低下していることがわかる。   On the other hand, in the case of the brace fixed metal fitting in which the slit 11d is omitted, as shown in FIG. 8B, the maximum load is reached up to about 75 mm after reaching the maximum load reaching point A when the displacement δ is about 70 mm. It can be seen that the load P is gradually decreased and thereafter the load P gradually decreases.

そのため、本実施形態のスリット11dを設けた筋かい固定金物1によれば、スリット11dを設けない場合よりも、最大荷重に到達した後、スリット11dが広がる等してその最大荷重から荷重Pが落ちることなく大きく変位できることが実証できた。   Therefore, according to the brace fixing hardware 1 provided with the slit 11d according to the present embodiment, the load P is increased from the maximum load because the slit 11d expands after reaching the maximum load, compared with the case where the slit 11d is not provided. It was proved that it can be displaced greatly without falling.

つまり、本実施形態のスリット11dを設けた筋かい固定金物1によれば、スリット11dを設けない場合よりも、筋かい固定金物1の取り付け接合部すなわち建造物全体の破壊の終局が遅くなり、地震等による大きな揺れに対する筋かい固定金物1の粘りを増大させることができる。   In other words, according to the brace fixing hardware 1 provided with the slit 11d of the present embodiment, the final joint of the bracing fixed hardware 1 is destroyed later than the case where the slit 11d is not provided, that is, the entire building is destroyed. It is possible to increase the stickiness of the brace fixed hardware 1 against a large shake caused by an earthquake or the like.

また、本実施形態の筋かい固定金物1では、図1や図2、図3等から明らかなように、複数の直角部側通孔11e1〜11e5と複数の斜辺角部側通孔11f1〜11f6との間にスリット11dが形成されているので、筋かい固定金物1と重なっている取付け箇所で筋かい4に割裂が発生した場合でも、スリット11dから容易に割裂状態を確認することができる。   Further, in the brace fixing hardware 1 of this embodiment, as is apparent from FIGS. 1, 2, 3, etc., a plurality of right-angle portion side through holes 11 e 1 to 11 e 5 and a plurality of oblique side corner portion side holes 11 f 1 to 11 f 6. Since the slit 11d is formed between the slits 11d, the split state can be easily confirmed from the slit 11d even when splitting occurs in the brace 4 at the attachment position overlapping the brace fixing hardware 1.

そのため、筋かい固定金物1と重なっている取付け箇所で筋かい4が破損している場合でも、筋かい固定金物1のスリット11dを介し迅速に発見して交換することが可能となり、メンテナンス性も向上する。   For this reason, even if the brace 4 is damaged at the mounting position overlapping the brace fixing hardware 1, it can be quickly found and replaced through the slit 11d of the brace fixing hardware 1, and maintenance is also possible. improves.

また、図5〜図7から明らかなように、この金物1の本体部11と、筋かい4との固定には、複数本(ここでは、例えば、5本とする)の固定部材6を使用するが、作業者は本体部11の表面や裏面に刻印された等角中心線11cを境界として柱2側の直角部側通孔11e1,11e2と、斜辺角部側通孔11f1〜11f3に固定部材6を打ち込んで固定する。   Further, as is clear from FIGS. 5 to 7, a plurality of (for example, five) fixing members 6 are used for fixing the main body 11 of the hardware 1 and the brace 4. However, the worker fixes the equiangular center line 11c stamped on the front and back surfaces of the main body 11 to the right-angle portion side through holes 11e1 and 11e2 on the pillar 2 side and the oblique side corner portion through holes 11f1 to 11f3. The member 6 is driven and fixed.

そのため、予め本体部11の等角中心線11cを境界として左右いずれ一方側の直角部側通孔11e1〜11e5と斜辺角部側通孔11f1〜11f6とを使用するものと決めておけば、作業者が間違って筋かい4が存在しない側の直角部側通孔11e1〜11e5と斜辺角部側通孔11f1〜11f6にビス等の固定部材6を打ち込むことを防止でき、この点で作業効率が向上する。   Therefore, if it is decided in advance that the right-angled part side through holes 11e1 to 11e5 and the oblique side corner part through holes 11f1 to 11f6 on either one of the left and right sides with the equiangular center line 11c of the main body part 11 as a boundary will be used. It is possible to prevent a person from driving the fixing member 6 such as a screw into the right-angle portion side through holes 11e1 to 11e5 and the oblique side corner side through holes 11f1 to 11f6 on the side where the brace 4 does not exist by mistake. improves.

また、本実施形態の筋かい固定金物1は、本体部11の等角中心線11cに対し線対称に構成されている。つまり、本体部11の複数の直角部側通孔11e1〜11e5と複数の斜辺角部側通孔11f1〜11f6は、それぞれ、等角中心線11cに対し線対称に設けられている一方、一対のフランジ部12,13は、互いに同一形状で、かつ、等角中心線11cに対し線対称に設けられ、各フランジ部12,13の複数の通孔12b,13bもそれぞれ等角中心線11cに対し線対称に設けられている。   Further, the brace fixing hardware 1 of the present embodiment is configured to be line-symmetric with respect to the equiangular center line 11 c of the main body 11. That is, the plurality of right-angled part side through holes 11e1 to 11e5 and the plurality of oblique side corner part side through holes 11f1 to 11f6 of the main body part 11 are provided symmetrically with respect to the equiangular center line 11c. The flange portions 12 and 13 have the same shape and are symmetrical with respect to the equiangular center line 11c, and the plurality of through holes 12b and 13b of the flange portions 12 and 13 also respectively correspond to the equiangular center line 11c. It is provided in line symmetry.

そのため、本実施形態の筋かい固定金物1は、左右の勝手がなくなるので、柱2や土台3の接合部への筋かい4の取り付けだけでなく、後述する図9〜図11に示すように柱2と梁5の接合部への筋かい4の取付けの場合にも、左右の勝手を意識することなくそのまま使用できる。   Therefore, since the brace fixing hardware 1 of this embodiment does not have the left and right sides, not only the brace 4 is attached to the joint portion of the pillar 2 or the base 3, but also as shown in FIGS. Even when the brace 4 is attached to the joint between the column 2 and the beam 5, it can be used as it is without being conscious of the left and right sides.

その結果、本実施形態の筋かい固定金物1は、柱2と土台3の接合部だけでなく柱2と梁5の接合部にも同じものが使用でき、内使いや外使いの兼用も可能で、使い勝手が向上すると共に、コストの低減を図ることができる。   As a result, the brace fixing hardware 1 of this embodiment can be used not only for the joint between the pillar 2 and the base 3 but also for the joint between the pillar 2 and the beam 5, and can be used both internally and externally. Thus, the usability can be improved and the cost can be reduced.

<柱2と梁5との接合部に使用する場合>
図9〜図11は、それぞれ、柱2と梁5の接合部に本実施形態の筋かい固定金物1を介して筋かい4を取付ける前の状態(筋かいは二点鎖線で示している。)を示す斜視図、正面図、平面図である。
<When used at the joint between column 2 and beam 5>
9 to 11 show a state before the brace 4 is attached to the joint between the column 2 and the beam 5 via the brace fixing hardware 1 of the present embodiment (the brace is shown by a two-dot chain line). Are a perspective view, a front view, and a plan view.

この場合、柱2の側面にはフランジ部13を固定する一方、横架材である梁5の側面にはフランジ部12を固定している。   In this case, the flange portion 13 is fixed to the side surface of the column 2, while the flange portion 12 is fixed to the side surface of the beam 5 that is a horizontal member.

ここで、図9〜図11に示す柱2と梁5の接合には金物工法を使用しており、図12に示すような接合金物7を使用している。   Here, a metal construction method is used for joining the pillar 2 and the beam 5 shown in FIGS. 9 to 11, and a joint hardware 7 as shown in FIG. 12 is used.

この接合金物7は、図12に示すように、梁5の端面に形成された2本のスリットにそれぞれ挿入される一対の側板7a,7aと、その側板7a,7aを連結する連結板7bとから構成されている。一対の側板7a,7aには、それぞれドリフトピン(図示せず。)が挿入される複数(ここでは、例えば、4つとする。)のピン孔7a1が形成されていると共に、一対の側板7a,7aの下部には、それぞれ、梁5の下側面を受けるあご受け部7a2,7a2が設けられている。   As shown in FIG. 12, the metal joint 7 includes a pair of side plates 7a and 7a that are respectively inserted into two slits formed on the end face of the beam 5, and a connecting plate 7b that connects the side plates 7a and 7a. It is composed of The pair of side plates 7a and 7a are formed with a plurality of pin holes 7a1 (in this case, for example, four) into which drift pins (not shown) are inserted, and the pair of side plates 7a and 7a. In the lower part of 7a, jaw receiving portions 7a2 and 7a2 for receiving the lower surface of the beam 5 are provided.

そのため、この接合金物7およびドリフトピン(図示せず。)等を用いて柱2と梁5を接合した場合、図9〜図11に示すように、梁5の下側面から接合金物7の連結板7bとあご受け部7a2,7a2が露出する。   Therefore, when the pillar 2 and the beam 5 are joined using the joint metal 7 and the drift pin (not shown) or the like, the joint metal 7 is connected from the lower surface of the beam 5 as shown in FIGS. The plate 7b and the jaw receiving portions 7a2 and 7a2 are exposed.

しかし、本実施形態の筋かい固定金物1のフランジ部12,13には、図1や図9〜図11等に示すように、梁5の下側面から露出する接合金物7の連結板7bとあご受け部7a2,7a2を避けるように開口部12a,13aが形成されているため、接合金物7を使用して柱2と梁5とを接合する接合部に筋かい4を取付ける場合でも、連結板7bやあご受け部7a2,7a2を有する接合金物7との干渉を防止することができる。   However, as shown in FIG. 1 and FIGS. 9 to 11, etc., the connecting plate 7 b of the joint hardware 7 exposed from the lower surface of the beam 5 is provided on the flange portions 12 and 13 of the brace fixing hardware 1 of the present embodiment. Since the openings 12a and 13a are formed so as to avoid the jaw receiving portions 7a2 and 7a2, even when the brace 4 is attached to the joint for joining the column 2 and the beam 5 using the joint metal 7, the connection is possible. Interference with the metal plate 7b and the metal joint 7 having the jaw receiving portions 7a2 and 7a2 can be prevented.

<本実施形態の筋かい固定金物1のコイル8からの切り出し方>
図13は、細幅の鋼板であるコイル8から平板状態にある本実施形態の筋かい固定金物1を切り出す際の状態を示す平面図である。
<How to cut out the brace fixing hardware 1 of the present embodiment from the coil 8>
FIG. 13 is a plan view showing a state when the brace fixing hardware 1 of the present embodiment in a flat plate state is cut out from the coil 8 which is a thin steel plate.

図13に示すように、本体部11に対し一対のフランジ部12,13を折り曲げる前の平板状態にある本実施形態の筋かい固定金物1を、細幅の鋼板であるコイル8から切り出す場合、直角部11bから遠い側のフランジ部12,13の角部をそれぞれ斜めに切り取って、コイル8の両端面と平行になるように斜辺部12c,13cを設けている。   As shown in FIG. 13, when the brace fixing hardware 1 of the present embodiment in a flat plate state before bending the pair of flange portions 12 and 13 with respect to the main body portion 11 is cut out from the coil 8 which is a narrow steel plate, The corner portions of the flange portions 12 and 13 on the side far from the right-angled portion 11b are cut obliquely, and the oblique sides 12c and 13c are provided so as to be parallel to both end faces of the coil 8.

そのため、本実施形態の筋かい固定金物1は、原料のコイル8から切り出す際、図13に示すように、フランジ部12,13の斜辺部12c,13cとコイル8の両側面8a,8aとを一致させることにより、無駄な部分を減少させることができるので、コストダウンを図ることができる。尚、斜辺部12c,13cを設けることは、任意であり、本発明の必須構成ではない。   Therefore, when the brace fixing hardware 1 of this embodiment is cut out from the raw material coil 8, the oblique sides 12c and 13c of the flange portions 12 and 13 and both side surfaces 8a and 8a of the coil 8 are formed as shown in FIG. By matching, it is possible to reduce useless parts, so that the cost can be reduced. The provision of the oblique sides 12c and 13c is optional and is not an essential configuration of the present invention.

尚、上記実施形態の説明では、本体部11のスリット11dは等角中心線11c上で90°以上の広角に曲がったV字形状に形成して説明したが、本発明ではこれに限定されず、等角中心線11cに対し線対称で、かつ、等角中心線11cを横切るようにスリットであれば、V字形状に曲がった形状でなく、例えば、直線状のスリットでも良いいし、湾曲形状(U字形状)のスリットでも良い。また、一の繋がった長孔形状のスリットではなく、点線状に複数の長孔がV字形状や直線状、さらには湾曲形状に並ぶことによって形成されたスリットでも良いし、本体部11をプレスで部分的に板厚を薄くしたV字形状や直線状、さらには湾曲形状の孔無しのスリットでも良い。また、以上のようなスリットを等角中心線11c上に一定間隔を空けて2本以上設けても良い。   In the description of the above embodiment, the slit 11d of the main body portion 11 is described as being formed in a V-shape bent at a wide angle of 90 ° or more on the equiangular center line 11c. However, the present invention is not limited to this. As long as the slit is symmetrical with respect to the equiangular center line 11c and crosses the equiangular center line 11c, the slit may be a straight slit or a curved shape, for example, instead of a curved shape. A (U-shaped) slit may be used. Further, instead of a single long hole-shaped slit, a slit formed by arranging a plurality of long holes in a dotted line in a V shape, a straight line, or a curved shape may be used, or the main body 11 may be pressed. The slit may be a V-shape, a straight line, or a curved shape without a hole with a partially reduced thickness. Further, two or more slits as described above may be provided at regular intervals on the equiangular center line 11c.

また、本発明では、本体部11に設ける直角部側通孔11e1〜11e5や斜辺角部側通孔11f1〜11f6、およびフランジ部12,13に設けるフランジ部側通孔12b,13bの数や位置、さらには開口部12a,13aの形状やその有無等も、上記実施形態のものに限定されることはなく、適宜、変更可能である。   In the present invention, the number and positions of the right-angle-portion-side through holes 11e1 to 11e5 and the hypotenuse corner-side through-holes 11f1 to 11f6 provided in the main body 11 and the flange-portion-side through-holes 12b and 13b provided in the flange portions 12 and 13 Furthermore, the shape of the openings 12a and 13a, the presence / absence thereof, and the like are not limited to those of the above embodiment, and can be changed as appropriate.

1 筋かい固定金物
11 本体部
11a 斜辺角部
11b 直角部
11c 等角中心線
11d スリット
11d1 中央屈折部
11d2 両端部
11e1〜11e5 直角部側通孔
11f1〜11f6 斜辺角部側通孔
12,13 フランジ部
12a,13a 開口部
12b,13b フランジ部側通孔
12c,13c 斜辺部
2 柱
3 土台
4 筋かい
5 梁
6 固定部材
7 接合金具
7a,7a 側板
7a1 ピン孔
7b 連結板
7a2,7a2 あご受け部
8 コイル
8a,8a 両側面
DESCRIPTION OF SYMBOLS 1 Brace fixing metal 11 Main body part 11a Oblique side corner part 11b Right angle part 11c Equiangular center line 11d Slit 11d1 Central refracting part 11d2 Both ends 11e1 to 11e5 Right angle part side hole 11f1 to 11f6 Oblique side corner part side hole 12, 13 Flange Part 12a, 13a Opening part 12b, 13b Flange part side through-hole 12c, 13c Slope side part 2 Column 3 Base 4 Brace 5 Beam 6 Fixing member 7 Joining metal fitting 7a, 7a Side plate 7a1 Pin hole 7b Connecting plate 7a2, 7a2 Jaw receiving part 8 Coils 8a, 8a Both sides

Claims (5)

柱と横架材とがなす接合部に筋かいを固定するために用いる筋かい固定金物であって、
筋かいを固定するための釘やビス、ネジ等の固定部材が通される複数の通孔が形成された本体部と、
その本体部から折り曲げて設けられると共に、柱または横架材を固定するための釘やビス、ネジ等の固定部材が通される複数の通孔が形成され、柱と横架材の側面にそれぞれ固定される一対のフランジ部とを有し、
前記本体部には、当該本体部の直角部から前記一対のフランジ部の間を等角で延びる等角中心線に対し線対称で、かつ、当該等角中心線を横切るようにスリットを設けたことを特徴とする筋かい固定金物。
A brace fixing hardware used to fix a brace to a joint formed by a column and a horizontal member,
A main body formed with a plurality of through holes through which fixing members such as nails, screws and screws for fixing the brace are passed;
A plurality of through holes are formed through which the fixing members such as nails, screws and screws for fixing the column or the horizontal member are passed, and are formed on the side surfaces of the column and the horizontal member. A pair of flange portions to be fixed,
The main body is provided with a slit so as to be symmetrical with respect to an equiangular center line extending equiangularly from a right angle portion of the main body to the pair of flange portions and across the equiangular center line. A brace fixed hardware characterized by that.
請求項1記載の筋かい固定金物において、
前記本体部の複数の通孔は、それぞれ、
前記スリットに対し前記直角部側とその反対側とに、それぞれ設けられていることを特徴とする筋かい固定金物。
In the brace fixing hardware according to claim 1,
Each of the plurality of through holes of the main body is respectively
A brace fixing metal fitting provided on the right-angled part side and the opposite side to the slit, respectively.
請求項1または請求項2に記載の筋かい固定金物において、
前記本体部の複数の通孔は、それぞれ、
前記等角中心線に対し線対称に設けられており、
前記一対のフランジ部は、互いに同一形状で、かつ、前記等角中心線に対し線対称に設けられ、
前記一対のフランジ部の複数の通孔は、それぞれ、前記等角中心線に対し線対称に設けられていることを特徴とする筋かい固定金物。
In the brace fixing hardware according to claim 1 or 2,
Each of the plurality of through holes of the main body is respectively
Provided symmetrically with respect to the equiangular center line,
The pair of flange portions have the same shape and are symmetrical with respect to the equiangular center line,
A plurality of through holes in the pair of flange portions are provided symmetrically with respect to the equiangular center line, respectively.
請求項1〜請求項3のいずれか一の請求項に記載の筋かい固定金物において、
前記スリットの両端部は、それぞれ、
前記本体部の複数の通孔のうち最も前記各フランジ部に近い位置に設けられた通孔よりも各一対のフランジ部の近くまで延びて形成されていることを特徴とする筋かい固定金物。
In the brace fixing hardware according to any one of claims 1 to 3,
Both ends of the slit are respectively
A brace fixing metal fitting, which is formed so as to extend closer to each pair of flange portions than a through hole provided at a position closest to each flange portion among a plurality of through holes of the main body portion.
請求項1〜請求項4のいずれか一の請求項に記載の筋かい固定金物において、
前記一対のフランジ部には、それぞれ、柱と横架材を接合する際に使用する接合金物において柱または横架材の側面に露出する部分を避けるように開口部が設けられていることを特徴とする筋かい固定金物。
In the brace fixing hardware according to any one of claims 1 to 4,
Each of the pair of flange portions is provided with an opening so as to avoid a portion exposed to a side surface of the column or the horizontal member in a joint metal used when the column and the horizontal member are bonded. Brace fixed hardware.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019090206A (en) * 2017-11-14 2019-06-13 Bxカネシン株式会社 Reinforcement metal fixture for wooden building, and wooden building using the reinforcement metal fixture for wooden building

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Publication number Priority date Publication date Assignee Title
JP2002167854A (en) * 2000-12-05 2002-06-11 Sato Chemical:Kk Fixing fitting for brace
JP3174807U (en) * 2008-10-15 2012-04-05 信州建託有限会社 Reinforcement structure for bracing of wooden buildings and fixing brackets for bracing intersections
JP2014095260A (en) * 2012-11-12 2014-05-22 Okabe Co Ltd Brace hardware

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002167854A (en) * 2000-12-05 2002-06-11 Sato Chemical:Kk Fixing fitting for brace
JP3174807U (en) * 2008-10-15 2012-04-05 信州建託有限会社 Reinforcement structure for bracing of wooden buildings and fixing brackets for bracing intersections
JP2014095260A (en) * 2012-11-12 2014-05-22 Okabe Co Ltd Brace hardware

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019090206A (en) * 2017-11-14 2019-06-13 Bxカネシン株式会社 Reinforcement metal fixture for wooden building, and wooden building using the reinforcement metal fixture for wooden building
JP7043230B2 (en) 2017-11-14 2022-03-29 Bxカネシン株式会社 Reinforcing hardware for wooden buildings and wooden buildings using the reinforcing hardware for wooden buildings

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