JP5476527B2 - Brace mounting device - Google Patents

Brace mounting device Download PDF

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JP5476527B2
JP5476527B2 JP2010224793A JP2010224793A JP5476527B2 JP 5476527 B2 JP5476527 B2 JP 5476527B2 JP 2010224793 A JP2010224793 A JP 2010224793A JP 2010224793 A JP2010224793 A JP 2010224793A JP 5476527 B2 JP5476527 B2 JP 5476527B2
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brace
frame
mounting bracket
structural frame
washer
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JP2012077538A (en
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俊也 鬼木
幹貴 中林
豊彦 東田
義敬 東
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Sekisui House Ltd
Nippon Steel Trading Corp
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Sekisui House Ltd
Nippon Steel Trading Corp
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Description

本発明は、建物の耐力壁等として、矩形の構造枠体の内側に一対のブレースをX字状の交叉配置で取り付けるためのブレース取付装置に関する。   The present invention relates to a brace mounting device for mounting a pair of braces inside a rectangular structural frame, such as a bearing wall of a building, in an X-shaped cross arrangement.

従来より、住宅等の建物の耐震強度を向上させる耐力壁として、例えば図10に示すように、溝形鋼等よりなる縦枠11と横枠12を矩形に枠組みした構造枠体1の内側に、丸鋼ロッドからなる一対のブレース13,13をX字状の交叉配置で取り付けたフレーム構造を有するものが多用されている。このフレーム構造における各ブレース13と構造枠体1との連結は、構造枠体1のコーナー部に溶接固着したガゼットプレート14に対し、ブレース13の両端部に取り付けた羽子板15を、主として施工現場で図示の如く1,2箇所でボルト止めするか、もしくは主として工場での組立時に溶接するのが普通であるが、耐震機能上からブレース13のゲージラインGを構造枠体1の角部cに正確に合わせる必要がある。また、ブレース13の緊張操作は、中間に介在させたターンバックル胴16の回転によって行うのが一般的である。なお、図示のターンバックル胴16は割枠式であるが、パイプ式のものも使用される。   Conventionally, as a load-bearing wall for improving the seismic strength of a building such as a house, for example, as shown in FIG. 10, a vertical frame 11 made of grooved steel or the like and a horizontal frame 12 are formed on the inner side of a structural frame 1 framed in a rectangular shape. A structure having a frame structure in which a pair of braces 13 and 13 made of round steel rods are attached in an X-shaped cross arrangement is widely used. In this frame structure, each brace 13 and the structural frame body 1 are connected to the gusset plate 14 welded and fixed to the corner portion of the structural frame body 1 by using the battledore plates 15 attached to both ends of the brace 13 mainly at the construction site. As shown in the figure, it is usually bolted at one or two locations, or mainly welded at the time of assembly at the factory. However, the gauge line G of the brace 13 is accurately attached to the corner portion c of the structural frame 1 in terms of seismic resistance. It is necessary to adjust to. Further, the tensioning operation of the brace 13 is generally performed by the rotation of the turnbuckle cylinder 16 interposed in the middle. Although the illustrated turnbuckle cylinder 16 is a split frame type, a pipe type is also used.

しかして、ブレースに対する羽子板の取付けは、図示の如くブレース13の端部を羽子板15に溶接する(JIS A 5540 建築用ターンバックル)のが普通であるが、羽子板に設けた割り込み溝の入口部にナットを溶接し、このナットにブレースの端部を螺挿する形態(特許文献1)、羽子板の開口部の前端側にねじ筒部を一体形成し、このねじ筒部にブレースの端部を螺挿する形態(特許文献2)、羽子板の開口部の前端側に挿通孔を設け、この挿通孔を通して開口部に突出させたブレースの端部にナットを螺着する形態(特許文献3,4)等も提案されている。   As shown in the figure, the end of the brace 13 is usually welded to the end plate 15 (JIS A 5540 architectural turnbuckle) as shown in the figure, but at the entrance of the interrupt groove provided on the end plate. A nut is welded, and the end of the brace is screwed into the nut (Patent Document 1), and a screw cylinder is integrally formed on the front end side of the opening of the battledore, and the end of the brace is screwed into the screw cylinder. Form to be inserted (Patent Document 2), Forming an insertion hole on the front end side of the opening of the battledore, and Forming the nut to be screwed onto the end of the brace protruding through the insertion hole (Patent Documents 3 and 4) Etc. are also proposed.

一方、図10で例示した耐力壁は横幅1000mmの一般住宅用であるが、一般住宅用の規格サイズとして横幅が500mm、1500mm、2000mmのものがある。そして、同じ横幅の耐力壁においても、高さは例えば一階用では2750mm、二階用では2700mmと異なっている。また、構造枠体1の剛性やブレース13の張力等の要求特性により、構造枠体1の縦枠11として構造枠体厚み方向の幅が例えば75mmと同じでも側面幅は30mm,40mm,45mm,50mmと異なる溝形鋼が使用され、またブレース13としても径が例えばφ12〜22mmと異なる丸鋼ロッドが使用される。   On the other hand, the load-bearing wall illustrated in FIG. 10 is for ordinary houses with a width of 1000 mm, but there are standard sizes for ordinary houses with widths of 500 mm, 1500 mm, and 2000 mm. Even in a load bearing wall having the same width, the height is different from, for example, 2750 mm for the first floor and 2700 mm for the second floor. Further, depending on the required characteristics such as the rigidity of the structural frame 1 and the tension of the brace 13, the width of the structural frame 1 as the vertical frame 11 is 30 mm, 40 mm, 45 mm, etc. A groove steel different from 50 mm is used, and a round steel rod having a diameter different from, for example, φ12 to 22 mm is used as the brace 13.

実用新案登録第3043439号公報Utility Model Registration No. 3043439 特開2001−12436号公報JP 2001-12436 A 特開平5−79094号公報JP-A-5-79094 特開2004−244860号公報JP 2004-244860 A

上述のように耐力壁ではブレースのゲージラインGを構造枠体の角部に正確に合わせる必要があるが、例えば図9(a)で示すように、同じ横幅の構造枠体1でも一階用と二階用との高さの違いによってゲージラインGの傾斜角が変わる。また、図9(b)で示すように、同じゲージラインGでも構造枠体1の縦枠11の側面幅がw1〜w3と異なる場合、該ゲージラインG上におけるブレース連結位置がp1〜p3と変わるが、これら連結位置p1〜p3は縦枠11からの距離dを等しくしても(ゲージラインGの傾斜角が45°であるとき以外は)横枠12からの高さhが変化することになる。このため、従来のように構造枠体に対してブレースを羽子板とガゼットプレートを介して連結する構造では、ゲージラインの傾斜角の違いや構造枠体の縦枠の側面幅の違いに対応して、耐力壁の種類毎にガゼットプレートとして形態及び穴あけ位置の異なるものが必要になり、羽子板についてもブレース端部にねじ止めする形態ではブレース径毎に異なるものを用いねばならず、それだけ用意する部品点数が多くなると共に、生産性が低下するという問題があった。また、ガゼットプレートと羽子板との連結に高い精度が求められる上、操作的に羽子板を予めブレース端部に装着した状態でガゼットプレートに連結することになり、作業手順が制約されると共に施工能率も悪くなるという難点もあった。   As described above, in the bearing wall, it is necessary to accurately match the brace gauge line G with the corner of the structural frame. For example, as shown in FIG. The inclination angle of the gauge line G changes depending on the difference in height between the first floor and the second floor. Moreover, as shown in FIG.9 (b), when the side surface width of the vertical frame 11 of the structure frame 1 is different from w1-w3 also in the same gauge line G, the brace connection position on this gauge line G is p1-p3. Although the connection positions p1 to p3 vary, the height h from the horizontal frame 12 changes even if the distance d from the vertical frame 11 is equal (except when the inclination angle of the gauge line G is 45 °). become. For this reason, in the conventional structure in which the brace is connected to the structural frame via the battledore and the gusset plate, it corresponds to the difference in the inclination angle of the gauge line and the difference in the side width of the vertical frame of the structural frame. Each type of bearing wall requires a gusset plate with a different shape and drilling position, and for the form of screwing the brace plate to the brace end, a different one must be used for each brace diameter. There was a problem that the number of points increased and productivity decreased. In addition, high accuracy is required for the connection between the gusset plate and the wing plate, and the wing plate is operably connected to the gusset plate with the brace end mounted in advance. There was also the difficulty of getting worse.

一方、耐力壁として施工後に地震等による大きな揺れが発生した際、構造枠体が平行四辺形状に反復変形するのに伴い、X字状に交叉配置した一方のブレースが緊張し、他方のブレースが弛緩する。このとき、図9の如くブレース端部を羽子板に溶接した構造や、羽子板に固着するナットやねじ筒部にブレース端部を螺着した構造では、構造枠体に対してブレースの両端が固定しているために、変形に伴う弛緩側のブレースが外側へ撓んで壁面を損傷することが多々あった。また、上記の構造枠体の変形に伴って両ブレースの傾斜角が変動することから、ブレース端部と羽子板及びガゼットプレートとの各連結部に大きな曲げ応力が加わり、連結部の損傷や歪みを生じる懸念があると共に、耐力壁自体の耐久性が低下するという問題もあった。   On the other hand, when a large shaking occurs due to an earthquake or the like after construction as a bearing wall, as the structural frame is repeatedly deformed into a parallelogram, one brace placed in an X-shaped cross is strained and the other brace Relax. At this time, in the structure in which the brace end is welded to the battledore as shown in FIG. 9 or the brace end is screwed to the nut or screw cylinder fixed to the battledore, both ends of the brace are fixed to the structural frame. For this reason, the bracing on the relaxation side due to deformation often flexes outward and damages the wall surface. In addition, since the inclination angle of both braces fluctuates with the deformation of the structural frame described above, a large bending stress is applied to each connecting portion between the brace end, the battledore and the gusset plate, and damage and distortion of the connecting portion are caused. There is a problem that the durability of the bearing wall itself is lowered, as well as a concern.

本発明は、上述の事情に鑑みて、耐力壁等のブレース取付装置として、ゲージラインの傾斜角、構造枠体の縦枠の側面幅、ブレースのロッド径等に違いがあっても、構造枠体とブレースとの連結部分に共通の部品を使用できる上、少ない部品点数で作業性よく高い生産性が得られ、しかも地震等による壁面及び上記連結部分の損傷や歪みを防止して高耐久性を付与できるものを提供することを目的としている。   In view of the above-mentioned circumstances, the present invention provides a structural frame as a brace mounting device such as a load bearing wall even if there is a difference in the inclination angle of the gauge line, the side width of the vertical frame of the structural frame, the rod diameter of the brace, etc. Common parts can be used for the connection part of the body and brace, and high productivity with high workability can be obtained with a small number of parts, and it also prevents damage and distortion of the wall surface and the connection part due to earthquakes, etc., and is highly durable It aims to provide what can give.

上記目的を達成するための手段を図面の参照符号を付して示せば、請求項1の発明は、矩形の構造枠体1の内側に、丸鋼ロッドからなる一対のブレース2A,2B(以下、総称する場合はブレース2とする)をX字状の交叉配置で取り付けるためのブレース取付装置において、各ブレース2の少なくとも両端部2a,2aがねじ軸をなし、両ブレース2,2の各端部2aに対応して構造枠体1の縦枠11に固着させる取付金具3A,3B(以下、総称する場合は取付金具3とする)とナット4及びワッシャー5を備え、取付金具3はブレース2の端部2aを挿通させるブレース挿通部3aを有し、該ブレース挿通部3aの挿通孔30がブレースのロッド径よりも大きい孔径で且つ出口30a側から入口30b側へ構造枠体主面方向に拡がる孔形状を有し、取付金具3のブレース挿通部3aに挿通させたブレース2の端部2aに、ワッシャー5を介してナット4を螺合緊締することにより、該ブレース2が構造枠体1に緊張状態で固定されるように構成されてなるブレース取付装置であって、取付金具3のブレース挿通部3aにおける挿通孔出口30aの周囲に、構造枠体主面方向に沿って凹円弧をなす凹曲面(凹球面31)が形成されると共に、このブレース挿通部3aに対向するワッシャー5の表面が凹曲面31に対応する凸曲面(凸球面51)をなすものとし、ブレース挿通部3aの凹曲面31に構造枠体主面方向に沿うキー溝32が形成されると共に、ワッシャー5の凸曲面51に該キー溝32に摺動自在に嵌入する係合キー52,52が突設されてなるものとしている。
If the means for achieving the above object is shown with reference numerals in the drawings, the invention of claim 1 has a pair of braces 2A, 2B (hereinafter referred to as round steel rods) on the inner side of the rectangular structural frame 1. in brace attachment device for attaching a a brace 2) may be collectively with X-shaped cross arrangement, at least both end portions 2a of the brace 2, without the 2a screw shaft, each end of both braces 2,2 Corresponding to the portion 2a, mounting brackets 3A and 3B (hereinafter collectively referred to as mounting bracket 3), nuts 4 and washers 5 fixed to the vertical frame 11 of the structural frame 1 are provided. A brace insertion portion 3a through which the end 2a of the brace is inserted, and the insertion hole 30 of the brace insertion portion 3a has a diameter larger than the rod diameter of the brace and extends from the outlet 30a side to the inlet 30b side in the direction of the structural frame main surface. Expanding hole The brace 2 is tightened to the structural frame 1 by screwing and tightening the nut 4 to the end 2a of the brace 2 inserted through the brace insertion part 3a of the mounting bracket 3 through the washer 5. A brace mounting device configured to be fixed in a state where a concave curved surface forms a concave arc around the insertion hole outlet 30a in the brace insertion portion 3a of the mounting bracket 3 along the structural frame main surface direction. A (concave spherical surface 31) is formed, and the surface of the washer 5 facing the brace insertion portion 3a forms a convex curved surface (convex spherical surface 51) corresponding to the concave curved surface 31, and the concave curved surface 31 of the brace insertion portion 3a. A key groove 32 is formed along the main surface direction of the structural frame body, and engaging keys 52, 52 are slidably inserted into the convex curved surface 51 of the washer 5 in the key groove 32. Yes.

請求項の発明は、上記請求項のブレース取付装置において、ワッシャー5の挿通孔50が、一対のブレース2A,2Bの交叉間隔とロッド径に対応した孔位置及び孔径に設定されてなるものとしている。
According to a second aspect of the present invention, in the brace mounting device according to the first aspect , the insertion hole 50 of the washer 5 is set to a hole position and a hole diameter corresponding to the crossing interval and the rod diameter of the pair of braces 2A and 2B. It is said.

請求項の発明は、上記請求項1又は2に記載のブレース取付装置において、ブレース2の丸鋼ロッドの一部に角軸部21が形成されてなるものとしている。
According to a third aspect of the present invention, in the brace mounting apparatus according to the first or second aspect, the square shaft portion 21 is formed on a part of the round steel rod of the brace 2.

請求項の発明は、上記請求項1〜の何れかのブレース取付装置において、取付金具3は、ブレース挿通部3aの内奥側に囲い枠部3bが一体形成され、該ブレース挿通部3aに挿通してナット4及びワッシャー5を嵌着させたブレース2の端部2aが該囲い枠部3b内に配置するように構成されてなるものとしている。
According to a fourth aspect of the present invention, in the brace mounting device according to any one of the first to third aspects, the mounting bracket 3 is integrally formed with a surrounding frame portion 3b on the inner back side of the brace insertion portion 3a, and the brace insertion portion 3a. The end 2a of the brace 2 into which the nut 4 and the washer 5 are inserted is inserted into the enclosure frame portion 3b.

請求項の発明は、上記請求項のブレース取付装置において、取付金具3の囲い枠部3bが構造枠体厚み方向に対向する一対の垂直脚片部33,33を構成すると共に、両垂直脚片部33,33に構造枠体厚み方向に透通する開放窓34が形成されてなるものとしている。
According to a fifth aspect of the present invention, in the brace mounting device according to the fourth aspect , the surrounding frame portion 3b of the mounting bracket 3 constitutes a pair of vertical leg pieces 33, 33 facing each other in the structural frame thickness direction, and both vertical The leg pieces 33, 33 are formed with open windows 34 that are transparent in the thickness direction of the structural frame.

請求項の発明は、上記請求項のブレース取付装置において、両垂直脚片部33,33における構造枠体1の縦枠11に対向する側端縁に、溶接用の開先35が形成されてなるものとしている。
According to the sixth aspect of the present invention, in the brace mounting apparatus according to the fifth aspect , a welding groove 35 is formed at a side edge of the vertical leg piece portions 33, 33 facing the vertical frame 11 of the structural frame body 1. It is supposed to be.

請求項の発明は、上記請求項1〜の何れかのブレース取付装置において、構造枠体1の縦枠11が開放側を枠体内側に向けた溝形鋼からなり、この溝形鋼の両側壁11a,11a頂部に対して取付金具3が架け渡す形で溶接されてなるものとしている。
The invention of claim 7 is the brace mounting device according to any one of claims 1 to 6 , wherein the vertical frame 11 of the structural frame 1 is made of grooved steel with the open side facing the inside of the frame. It is assumed that the mounting bracket 3 is welded to the top of both side walls 11a and 11a.

次に本発明の効果について、図面の参照符号を付して説明する。まず請求項1の発明に係るブレース取付装置によれば、耐力壁等を構築する際、矩形の構造枠体1の縦枠11に各ブレース2の端部2aに対応する取付金具3を固着し、該取付金具3のブレース挿通部3aに各ブレース2のねじ軸をなす端部2aを挿通し、この挿通した端部2aにワッシャー5を介してナット4を螺合緊締することにより、該ブレース2を構造枠体1に緊張状態に取り付けることができる。このとき、取付金具3におけるブレース挿通部3aの挿通孔30がブレース2のロッド径よりも大きい孔径で、且つ出口30a側から入口30b側へ構造枠体主面方向に拡がる孔形状を有するから、ブレース2のゲージラインGがある程度異なっていても、同じ取付金具3を固着位置の上下調整によって共用できる上、ロッド径の異なるブレース2についても、ナットを適合ねじ径のものに代えるだけで同じ取付金具3を共用できるから、部品の共通化によって材料コストが大幅に低減し、またナット4を螺合緊締するだけで該ブレース2を緊張状態に取り付けることができるから、操作的に極めて簡単で生産性が大きく向上する。   Next, effects of the present invention will be described with reference numerals in the drawings. First, according to the brace mounting apparatus according to the first aspect of the present invention, when the bearing wall is constructed, the mounting bracket 3 corresponding to the end 2a of each brace 2 is fixed to the vertical frame 11 of the rectangular structural frame 1. The brace insertion portion 3a of the mounting bracket 3 is inserted with the end portion 2a forming the screw shaft of each brace 2, and the nut 4 is screwed and tightened to the inserted end portion 2a via the washer 5, whereby the brace 2 can be attached to the structural frame 1 in a tensioned state. At this time, the insertion hole 30 of the brace insertion part 3a in the mounting bracket 3 has a hole diameter larger than the rod diameter of the brace 2, and has a hole shape that extends from the outlet 30a side to the inlet 30b side in the structural frame main surface direction. Even if the gauge line G of the brace 2 is different to some extent, the same mounting bracket 3 can be shared by adjusting the fixing position up and down, and the same mounting can be performed on the brace 2 having a different rod diameter by simply replacing the nut with a suitable screw diameter. Since the metal fitting 3 can be shared, the material cost is greatly reduced by sharing the parts, and the brace 2 can be attached in a tension state by simply screwing and tightening the nut 4, so that it is extremely easy to operate. The characteristics are greatly improved.

また、耐力壁等として施工後に地震等による大きな揺れが発生し、構造枠体1が平行四辺形状に反復変形しても、この変形に伴う弛緩側のブレース2の両端部2a,2aが取付金具3のブレース挿通部3aに対して挿入方向に移動可能であるから、該弛緩側のブレース2が外側へ撓んで壁面を損傷する懸念がない上、構造枠体1の上記変形に伴って両ブレース2,2の傾斜角が変動しても、取付金具3の挿通孔30が入口30b側へ拡がる孔形状であり、該挿通孔30内で傾斜角変動が収まるため、ブレース2の端部2aと取付金具3との連結部に大きな曲げ応力が加わって損傷や歪みを生じる懸念もなく、もって耐力壁等として優れた耐久性が得られる。   Further, even if a large shaking due to an earthquake or the like occurs after construction as a load bearing wall and the structural frame 1 is repeatedly deformed into a parallelogram shape, both ends 2a and 2a of the brace 2 on the relaxation side accompanying this deformation are attached to the mounting bracket. 3 can be moved in the insertion direction with respect to the brace insertion portion 3a, so that there is no fear that the brace 2 on the relaxation side bends outward and damages the wall surface, and both braces are accompanied by the deformation of the structural frame 1. Even if the inclination angle of 2 or 2 varies, the insertion hole 30 of the mounting bracket 3 has a hole shape that expands toward the inlet 30b, and the inclination angle variation is accommodated in the insertion hole 30, so that the end 2a of the brace 2 and There is no concern that a large bending stress is applied to the connecting portion with the mounting bracket 3 to cause damage or distortion, and thus excellent durability as a bearing wall can be obtained.

さらに本発明によれば、取付金具3のブレース挿通部3aの凹曲面(凹球面31)に、ワッシャー5が対応する凸曲面(凸球面)51で摺接するから、構造枠体1に各ブレース2を取り付ける際、該取付金具3のブレース挿通部3aに挿通したブレース2の端部にナット4を螺合して締め付けることにより、その緊締力によってブレース2の両端部のワッシャー5,5が相互の距離を最短にするように変位し、ゲージラインGが自ずと構造枠体1の角部cに合う形になり、それだけ取付け操作が容易になる。また、取付金具3の挿通孔30が出口30a側から入口30b側へ構造枠体主面方向に拡がる孔形状を有することと、このワッシャー5が取付金具3に対して上記凹凸曲面で接して摺動変位できることから、ブレース2のゲージラインGの傾斜角度にある程度の違いがあっても、同じ取付金具3を支障なく共用できる。更に、地震等による構造枠体1の反復変形に伴って両ブレース2,2の傾斜角が変動しようとするとき、それに追従してワッシャー5が構造枠体主面方向に沿って摺動することで該傾斜角変動を妨げないため、取付金具3に該傾斜角変動に起因した曲げ応力が加わるのを回避でき、もって該取付金具3ひいては耐力壁等としての耐久性がより向上する。
Furthermore , according to the present invention , since the washer 5 is in sliding contact with the concave curved surface (concave spherical surface 31) of the brace insertion portion 3a of the mounting bracket 3 by the corresponding convex curved surface (convex spherical surface) 51, each brace 2 is attached to the structural frame 1. Is attached to the end portion of the brace 2 inserted through the brace insertion portion 3a of the mounting bracket 3, and the nuts 4 are screwed and tightened so that the washers 5 and 5 at both ends of the brace 2 are mutually connected. Displacement is made to make the distance the shortest, and the gauge line G naturally matches the corner c of the structural frame 1, so that the mounting operation becomes easier. Further, the insertion hole 30 of the mounting bracket 3 has a hole shape that expands in the direction of the main surface of the structural frame from the outlet 30a side to the inlet 30b side, and the washer 5 is slid in contact with the mounting bracket 3 on the uneven curved surface. Since it can be displaced dynamically, the same mounting bracket 3 can be shared without any trouble even if there is a certain difference in the inclination angle of the gauge line G of the brace 2. Furthermore, when the inclination angle of both braces 2 and 2 is about to fluctuate with the repeated deformation of the structural frame 1 due to an earthquake or the like, the washer 5 slides along the direction of the main surface of the structural frame. Thus, since the change in the inclination angle is not hindered, it is possible to avoid the bending stress due to the change in the inclination angle from being applied to the mounting bracket 3, thereby further improving the durability of the mounting bracket 3 and the load bearing wall.

さらにまた本発明によれば、取付金具3のブレース挿通部3aの凹曲面31に構造枠体主面方向に沿うキー溝32が形成され、このキー溝32にワッシャー5の凸曲面51に突設された係合キー52,52が嵌入するから、ナット4の締め付け操作の際に該ワッシャー5の共回りを生じない。また、該キー係合によって取付金具3に対するワッシャー5の摺動方向が構造枠体主面方向に規制されるから、地震等による構造枠体1の反復変形に伴って両ブレース2,2の傾斜角が変動しようとするとき、両ブレース2,2の振れも構造枠体主面方向に規制され、もって該傾斜角変動がより円滑になされて構造枠体1及び取付金具3に加わる負荷を軽減する。
Furthermore , according to the present invention , the key groove 32 is formed on the concave curved surface 31 of the brace insertion portion 3a of the mounting bracket 3 along the main surface direction of the structural frame, and the key groove 32 projects from the convex curved surface 51 of the washer 5. Since the engaged keys 52 and 52 are fitted, the washer 5 does not rotate when the nut 4 is tightened. Further, since the sliding direction of the washer 5 with respect to the mounting bracket 3 is restricted to the main surface direction of the structural frame body by the key engagement, the inclination of the braces 2 and 2 with the repeated deformation of the structural frame body 1 due to an earthquake or the like. When the angle is about to fluctuate, the vibrations of both braces 2 and 2 are also regulated in the direction of the main surface of the structural frame body, so that the inclination angle fluctuation is made smoother and the load applied to the structural frame body 1 and the mounting bracket 3 is reduced. To do.

請求項の発明によれば、取付金具3とワッシャー5がキー係合していることで、該ワッシャーの挿通孔50によってブレース2が構造枠体1に対して位置決めされるが、該挿通孔50が一対のブレース2A,2Bの交叉間隔とロッド径に対応した孔位置及び孔径に設定されているから、異なる交叉間隔及びロッド径のブレース2A,2Bに対し、同じ取付金具3を共用する形で、ワッシャー5のみを挿通孔50が適合するものに交換するだけで、両ブレース2A,2Bを適正な配置で構造枠体1に取り付けることができる。
According to the invention of claim 2, the brace 2 is positioned with respect to the structural frame body 1 by the insertion hole 50 of the washer because the fitting 3 and the washer 5 are key-engaged. 50 is set to a hole position and a hole diameter corresponding to the crossing interval and rod diameter of the pair of braces 2A and 2B, so that the same mounting bracket 3 is shared by the braces 2A and 2B having different crossing intervals and rod diameters. Thus, both braces 2A and 2B can be attached to the structural frame 1 with an appropriate arrangement by replacing only the washer 5 with one that fits the insertion hole 50.

請求項の発明によれば、ブレース2の丸鋼ロッドの一部に角軸部22が形成されているから、該角軸部22を把持してブレース2側の回転止めを行うことでナット4の締め付け操作が容易になる一方、該ブレース2の両端部2a,2aを逆ねじにすれば、該角軸部22を利用したブレース2側の回転操作によって両端のナット4,4との螺合緊締を同時に行うことも可能となる。また、旋回径の大きいターンバックル胴を省略できるので、ロッド径が大きいブレース2でも構造枠体の厚み内に収めて配設できる。
According to the invention of claim 3 , since the square shaft portion 22 is formed on a part of the round steel rod of the brace 2, the nut is obtained by holding the square shaft portion 22 and stopping the rotation on the brace 2 side. On the other hand, if both ends 2a, 2a of the brace 2 are reverse screws, the brace 2 side using the angular shaft portion 22 can be screwed with the nuts 4, 4 at both ends. Tightening can be performed at the same time. Further, since the turnbuckle body having a large turning diameter can be omitted, even the brace 2 having a large rod diameter can be disposed within the thickness of the structural frame.

請求項の発明によれば、取付金具3がブレース挿通部3aの内奥側に囲い枠部3bを備え、ナット4及びワッシャー5を嵌着させたブレース2の端部2aが該囲い枠部3b内に配置するようにしているから、該囲い枠部3bにより、地震等の揺れに伴うブレース2の端部2aの挿入方向への移動と該ブレース2の傾斜角変動による振れを許容する空間が確保される。
According to the invention of claim 4 , the mounting bracket 3 is provided with the surrounding frame portion 3b on the inner back side of the brace insertion portion 3a, and the end portion 2a of the brace 2 to which the nut 4 and the washer 5 are fitted is the surrounding frame portion. Since the frame 3b is arranged in the space 3b, the enclosure frame 3b allows the movement of the end 2a of the brace 2 in the insertion direction and the vibration due to the fluctuation of the inclination angle of the brace 2 due to shaking such as an earthquake. Is secured.

請求項の発明によれば、取付金具3の囲い枠部3bが構造枠体厚み方向に対向する一対の垂直脚片部33,33を構成し、両垂直脚片部33,33に構造枠体厚み方向に透通する開放窓34を有するから、該開放窓34を通してラチェットレンチ等でナット4の捻回操作を支障なく行えると共に、開放窓34の分だけ重量減及び材料減になる。
According to the invention of claim 5 , the surrounding frame portion 3 b of the mounting bracket 3 constitutes a pair of vertical leg pieces 33, 33 facing each other in the thickness direction of the structural frame, and the structural frame is formed on both vertical leg pieces 33, 33. Since the open window 34 that penetrates in the body thickness direction is provided, the twisting operation of the nut 4 can be performed through the open window 34 with a ratchet wrench or the like, and the weight and material are reduced by the amount of the open window 34.

請求項の発明によれば、取付金具3の囲い枠部3bにおける両垂直脚片部33,33の側端縁に溶接用の開先35が形成されているから、構造枠体1の縦枠11に対し、取付金具3を両垂直脚片部33,33の側端縁で確実に強固に溶接できる。
According to the sixth aspect of the present invention, since the groove 35 for welding is formed at the side edges of the vertical leg pieces 33, 33 in the surrounding frame portion 3 b of the mounting bracket 3, The mounting bracket 3 can be securely and securely welded to the frame 11 at the side edges of both the vertical leg pieces 33 and 33.

請求項の発明によれば、構造枠体1の縦枠11が開放側を枠体内側に向けた溝形鋼からなり、この溝形鋼の両側壁11a,11a頂部に対して取付金具3が架け渡す形で溶接されるから、この取付金具3の溶接によって構造枠体1の溝形鋼からなる縦枠11が補強されることになり、特に該縦枠11の曲げ強度が向上する。
According to the invention of claim 7 , the vertical frame 11 of the structural frame body 1 is made of grooved steel with the open side facing the frame body inside, and the mounting bracket 3 is attached to the tops of both side walls 11a and 11a of the grooved steel. Since the welding is performed in such a manner that the mounting frame 3 is welded, the vertical frame 11 made of channel steel of the structural frame 1 is reinforced, and in particular, the bending strength of the vertical frame 11 is improved.

本発明の一実施形態に係るブレース取付装置の正面図である。It is a front view of the brace attachment device concerning one embodiment of the present invention. 同ブレース取付装置におけるブレース下端部の取付け状態を示す縦断側面図である。It is a vertical side view which shows the attachment state of the brace lower end part in the brace attachment apparatus. 同ブレース取付装置に用いる取付金具及び付属部品とブレース端部を分離状態で示す斜視図である。It is a perspective view which shows the attachment metal fitting used for the brace attachment apparatus, an accessory, and a brace end part in a separated state. 同取付金具を示し、(a)は平面図、(b)は(a)のB−B線の断面矢視図、(c)は底面図、(d)は左側面図である。The mounting bracket is shown, wherein (a) is a plan view, (b) is a sectional view taken along line BB in (a), (c) is a bottom view, and (d) is a left side view. 同取付金具の付属部品のワッシャーを示し、(a)は平面図、(b)は正面図、(c)は(a)のC−C線の縦断側面図である。The washer of the accessory of the attachment metal fitting is shown, (a) is a top view, (b) is a front view, (c) is a longitudinal side view of a CC line of (a). 図2のA−A線における断面矢視図である。It is a cross-sectional arrow view in the AA line of FIG. ブレースのロッド径の違いによるワーシャーの挿通孔の変化を示す平面図である。It is a top view which shows the change of the insertion hole of a washer by the difference in the rod diameter of a brace. 同ブレース取付装置におけるゲージラインの傾斜角による取付金具の位置変化を示し、(a)は傾斜角θ1、(b)は傾斜角θ2での取付状態を各々示す縦断側面図である。The position change of the attachment metal fitting by the inclination angle of the gauge line in the brace attachment device is shown, (a) is a vertical side view showing the attachment state at the inclination angle θ1 and (b) at the inclination angle θ2. (a)は構造枠体の高さの違いによるブレースのゲージラインの傾斜角変化を示す模式図、(b)は構造枠体における縦枠の側面幅の違いによるブレース端部の連結位置の変化を示す模式図である。(A) is a schematic diagram showing the change in the inclination angle of the gauge line of the brace due to the difference in the height of the structural frame, and (b) is the change in the connection position of the brace end due to the difference in the side width of the vertical frame in the structural frame. It is a schematic diagram which shows. 従来の一般的なブレース取付装置の正面図である。It is a front view of the conventional common brace attachment apparatus.

以下に、本発明の一実施形態に係るブレース取付装置について、図面を参照して具体的に説明する。なお、本実施形態において、図9で例示した従来構成との共通部分については同一符号を附している。   Hereinafter, a brace mounting device according to an embodiment of the present invention will be specifically described with reference to the drawings. In the present embodiment, the same reference numerals are given to common portions with the conventional configuration illustrated in FIG.

図1で示す耐力壁フレームは、縦枠11と横枠12を矩形に枠組みした構造枠体1の内側に、丸鋼ロッドからなる一対のブレース2A,2B(総称してブレース2)が、各々両端部2a,2aを取付金具3A又は3B(総称して取付金具3)を介して該構造枠体1に連結することにより、X字状の交叉配置で取り付けられている。その構造枠体1の縦枠11及び横枠12は、開放側を枠体内側に向けた溝形鋼からなり、相互の端部で溶接によって連結されている。   The bearing wall shown in FIG. 1 has a pair of braces 2A and 2B (generally called braces 2) made of round steel rods inside a structural frame 1 in which a vertical frame 11 and a horizontal frame 12 are rectangularly framed. Both ends 2a and 2a are attached to the structural frame body 1 via attachment fittings 3A or 3B (generally referred to as attachment fittings 3), thereby being attached in an X-shaped cross arrangement. The vertical frame 11 and the horizontal frame 12 of the structural frame 1 are made of grooved steel with the open side facing the inside of the frame, and are connected to each other by welding.

各ブレース2は、図2及び図3に示すように、両端部2a,2aがねじ軸をなしており、各端部2aを取付金具3のブレース挿通部3aに挿通して、その挿通した端部2aにワッシャー5を介してナット4を螺合緊締することにより、該取付金具3に緊張状態に取り付けられる。また、各ブレースの下部側には、図1及び図2に示すように、横断面六角形の角軸部21が形成されている。   As shown in FIGS. 2 and 3, each brace 2 has both ends 2 a and 2 a forming a screw shaft, and each end 2 a is inserted into the brace insertion portion 3 a of the mounting bracket 3, and the inserted end The nut 2 is screwed and tightened to the portion 2a via a washer 5, so that the portion 2a is attached to the mounting bracket 3 in a tensioned state. Further, as shown in FIGS. 1 and 2, a square shaft portion 21 having a hexagonal cross section is formed on the lower side of each brace.

取付金具3は、図2〜図4で詳細に示すように、矩形枠部3cと、この矩形枠部3cの一隅に一体化したブロック状のブレース挿通部3aと、矩形枠部3cより延出する左右一対の垂直脚片部33,33からなる囲い枠部33bとで、全体が平面視略矩形で二股状をなし、ブレース挿通部3aには上下に貫通する挿通孔30が穿設されている。しかして、このような取付金具3は、左右幅が構造枠体1の厚みに略等しく設定されるが、交叉配置する各ブレースに対応して、ブレース挿通部3aが矩形枠部3cの左右方向(構造枠体厚み方向)の一側と他側に各々偏って配置した2形態がある。すなわち、図1の正面図で手前側に配置する一方のブレース2Aに対応した取付金具3Aのブレース挿通部3aは手前側(左側)にあり、同奥側に配置した他方のブレース2Bに対応した取付金具3Bのブレース挿通部3aは奥側(右側)にある。なお、両取付金具3A,3Bはブレース挿通部3aの偏りが左右逆である以外は同一構成であるため、図2〜図4では取付金具3Aを代表として図示している。   As shown in detail in FIGS. 2 to 4, the mounting bracket 3 extends from the rectangular frame portion 3c, a block-like brace insertion portion 3a integrated at one corner of the rectangular frame portion 3c, and the rectangular frame portion 3c. The frame frame 33b is composed of a pair of left and right vertical leg pieces 33 and 33, and is formed into a bifurcated shape with a substantially rectangular shape in plan view. The brace insertion portion 3a has an insertion hole 30 penetrating vertically. Yes. Thus, such a mounting bracket 3 is set such that the left and right width is substantially equal to the thickness of the structural frame 1, but the brace insertion portion 3a corresponds to each brace arranged in the cross direction in the left-right direction of the rectangular frame portion 3c. There are two forms that are arranged on one side and the other side (in the structural frame thickness direction). That is, the brace insertion part 3a of the mounting bracket 3A corresponding to one brace 2A arranged on the front side in the front view of FIG. 1 is on the front side (left side) and corresponds to the other brace 2B arranged on the back side. The brace insertion part 3a of the mounting bracket 3B is on the back side (right side). Since both the mounting brackets 3A and 3B have the same configuration except that the brace insertion portion 3a has a left-right reverse, the mounting bracket 3A is shown as a representative in FIGS.

ブレース挿通部3aの挿通孔30は、中心線がブレース2のゲージラインGに対応して傾斜しており、全体としてブレース2のロッド径よりも大きい口径で、且つ出口30a側から入口30b側へ前後方向(構造枠体主面方向)に拡がる孔形状に設定され、もって入口30bが長孔状をなすと共に、出口30aも同方向に僅かに長孔状になっている。また、ブレース挿通部3aにおける挿通孔30の出口30aの周囲は、該挿通孔30の周縁を最低位とする凹球面31をなすと共に、この凹球面31には構造枠体主面方向に沿う径方向のキー溝32が形成されている。   The insertion hole 30 of the brace insertion portion 3a is inclined with the center line corresponding to the gauge line G of the brace 2, and has a larger diameter than the rod diameter of the brace 2 as a whole, and from the outlet 30a side to the inlet 30b side. It is set to a hole shape that expands in the front-rear direction (structural frame main surface direction), so that the inlet 30b has a long hole shape, and the outlet 30a has a slightly long hole shape in the same direction. Further, the periphery of the outlet 30a of the insertion hole 30 in the brace insertion portion 3a forms a concave spherical surface 31 having the peripheral edge of the insertion hole 30 as the lowest position, and the concave spherical surface 31 has a diameter along the main direction of the structural frame body. A direction keyway 32 is formed.

囲い枠部3bを構成する左右一対の垂直脚片部33,33は、それぞれ前縁がブレース挿通部3aの挿通孔30の中心方向に沿って傾斜すると共に、後縁が矩形枠部3cの角部から連続して垂直になり、中央部には左右方向(構造枠体厚み方向)に透通する開放窓34が形成されている。また、図4(c)(d)に示すように、両垂直脚片部33,33の後縁外側と下縁外側に、溶接用の開先35が形成されている。   The pair of left and right vertical leg pieces 33, 33 constituting the enclosure frame portion 3b has a front edge inclined along the center direction of the insertion hole 30 of the brace insertion portion 3a and a rear edge at the corner of the rectangular frame portion 3c. An open window 34 that is vertically continuous from the portion and penetrates in the left-right direction (structure frame thickness direction) is formed in the center portion. Further, as shown in FIGS. 4C and 4D, welding grooves 35 are formed on the rear edge outer side and the lower edge outer side of both vertical leg pieces 33 and 33, respectively.

この取付金具3に対するブレース2の取り付けに用いるナット4は通常の六角ナットであるが、取付金具3と該ナット4との間に介在させるワッシャー5としては、単なる環状平板ではなく、図3及び図5に示す形態のものが採用される。すなわち、このワッシャー5は、取付金具3の挿通孔30に対向させる上面側が該挿通孔30周囲の凹球面31に対応する凸球面51をなすと共に、取付金具3のキー溝32に対応して、該凸球面51に中心孔50の一径方向に沿う条片状の係合キー52,52が突設されている。なお、該ワッシャー5の挿通孔50は、取付金具3の挿通孔30出口50a側は真円であるが、凸球面51に臨む入口50b側は係合キー52,52の並び方向に僅かに長い楕円になり、その分だけ出口50a側から入口50b側へ拡がる形になっている。   The nut 4 used for mounting the brace 2 to the mounting bracket 3 is a normal hexagonal nut. However, the washer 5 interposed between the mounting bracket 3 and the nut 4 is not a simple annular flat plate, but is shown in FIGS. 5 is adopted. That is, the washer 5 has a convex spherical surface 51 corresponding to the concave spherical surface 31 around the insertion hole 30 on the upper surface side facing the insertion hole 30 of the mounting bracket 3, and corresponds to the key groove 32 of the mounting bracket 3. On the convex spherical surface 51, strip-like engagement keys 52, 52 are provided along the radial direction of the center hole 50. The insertion hole 50 of the washer 5 is a perfect circle on the side of the insertion hole 30 of the mounting bracket 3, but the inlet 50 b side facing the convex spherical surface 51 is slightly longer in the direction in which the engagement keys 52 and 52 are arranged. It becomes an ellipse, and has a shape that expands from the outlet 50a side to the inlet 50b side accordingly.

上記構成のブレース取付装置では、耐力壁等を構築する際、まず構造枠体1の各縦枠11の上下位置に、各ブレース2の端部2aに対応する取付金具3を溶接によって固着しておく。すなわち、図6で示すように、取付金具3は、構造枠体1の溝形鋼からなる縦枠11の両側壁11b,11bの内側に折曲した両頂端に、囲い枠部3bの両垂直脚片部33,33の後縁を開先35を利用して溶接することにより、該縦枠11の開放側に架け渡す形で固着する。この取付金具3の固着位置は、連結すべきブレース2のゲージラインGが挿通孔30の中心を通って構造枠体1の角部cに合うように設定する。なお、隣接する耐力壁フレーム同士は、図6の仮想線で示すように、相互の縦枠11,11を当接させ、その接合した基壁部11a,11a間を上下複数箇所で貫通ボルト6とナット7で螺着固定する。   In the brace mounting apparatus having the above configuration, when constructing a bearing wall or the like, first, the mounting bracket 3 corresponding to the end 2a of each brace 2 is fixed to the vertical position of each vertical frame 11 of the structural frame 1 by welding. deep. That is, as shown in FIG. 6, the mounting bracket 3 has both vertical ends of the surrounding frame portion 3 b at both top ends bent inside the side walls 11 b and 11 b of the vertical frame 11 made of channel steel of the structural frame body 1. By welding the rear edges of the leg pieces 33, 33 using the groove 35, the leg pieces 33, 33 are fixed so as to cross over the open side of the vertical frame 11. The fixing position of the mounting bracket 3 is set so that the gauge line G of the brace 2 to be connected passes through the center of the insertion hole 30 and matches the corner c of the structural frame 1. In addition, as shown by the phantom line in FIG. 6, the adjacent load-bearing wall frames abut each other's vertical frames 11, 11, and through bolts 6 at a plurality of upper and lower positions between the joined base wall portions 11 a, 11 a. And the nut 7 to be screwed and fixed.

かくして構造枠体1の縦枠11に固着した取付金具3のブレース挿通部3aに、ブレース2の端部2aを挿通し、この挿通した端部2aにワッシャー5を介してナット4を螺合して締め付けるだけで、該ブレース2を構造枠体1に緊張状態に取り付けることができる。このとき、ワッシャー5は、その凸球面51が取付金具3の凹球面31に接合するが、係合キー32,32が取付金具3側のキー溝32に嵌入することでナット4との供回りを生じない。なお、ナット4の締め付け操作としては、ブレース2を角軸部22で把持して回転止めした状態で、取付金具3の囲い枠部3bの内側へ開放窓34からラチェットレンチの如き適当な捻回具を差し込み、該捻回具によってナット4を捻回する方法の他、該ブレース2の両端部2a,2aを逆ねじに構成し、該角軸部22を利用したブレース2側の回転操作によって両端のナット4,4との螺合緊締を同時に行う方法も採用できる。   Thus, the end portion 2a of the brace 2 is inserted into the brace insertion portion 3a of the mounting bracket 3 fixed to the vertical frame 11 of the structural frame body 1, and the nut 4 is screwed into the inserted end portion 2a via the washer 5. By simply tightening, the brace 2 can be attached to the structural frame 1 in a tensioned state. At this time, the washer 5 has its convex spherical surface 51 joined to the concave spherical surface 31 of the mounting bracket 3, but the engagement keys 32, 32 are fitted into the key groove 32 on the mounting bracket 3 side, so Does not occur. As for the tightening operation of the nut 4, an appropriate twist such as a ratchet wrench is made from the open window 34 to the inside of the surrounding frame portion 3 b of the mounting bracket 3 while the brace 2 is gripped by the square shaft portion 22 and stopped. In addition to the method of inserting a tool and twisting the nut 4 with the twisting tool, both ends 2a, 2a of the brace 2 are formed as reverse screws, and the brace 2 side is rotated using the angular shaft 22 A method of simultaneously screwing and tightening with nuts 4 and 4 at both ends can also be adopted.

そして、このナット4の締め付け操作においては、取付金具3のブレース挿通部3aの凸球面31に、ワッシャー5が対応する凸球面51で摺接するように配置しているから、連結しようとするブレース2の角度が本来のゲージラインGから多少ずれていても、ナット4を締め付ける過程で、その緊締力によってブレース2の両端部のワッシャー5,5が相互の距離を最短にするように変位し、ゲージラインGが自ずと構造枠体1の角部cに合う形になり、それだけ取付け操作が容易になる。   In the tightening operation of the nut 4, the brace 2 to be connected is arranged because the washer 5 is slidably contacted with the convex spherical surface 51 of the brace insertion portion 3 a of the mounting bracket 3 by the corresponding convex spherical surface 51. Even if the angle is slightly deviated from the original gauge line G, in the process of tightening the nut 4, the washers 5 and 5 at both ends of the brace 2 are displaced by the tightening force so as to minimize the mutual distance. The line G naturally fits the corner c of the structural frame 1, and the mounting operation is facilitated accordingly.

このようなブレース取付装置によれば、耐力壁等として施工後に地震等による大きな揺れが発生し、構造枠体1が平行四辺形状に反復変形しても、この変形に伴う弛緩側のブレース2は両端部2a,2aが取付金具3のブレース挿通部3aに対して図2の矢印yの如く挿入方向に移動することで撓まずに直線状を維持するから、該弛緩側のブレース2が外側へ撓んで壁面を損傷する懸念はない。しかも、構造枠体1の上記変形に伴って両ブレース2,2の傾斜角が図2の矢印xの如く変動しても、取付金具3の挿通孔30が入口30b側へ拡がる孔形状であり、該挿通孔30内で傾斜角変動が収まる上、両ブレース2,2の傾斜角の変動に追従してワッシャー5がキー係合によって構造枠体主面方向に沿って摺動することで、両ブレース2,2の端部2aの振れも構造枠体主面方向に規制され、もって傾斜角変動が妨げられずに安定して円滑になされるから、取付金具3ならびにこれを固着した構造枠体1の縦枠11に該傾斜角変動に起因した大きな曲げ応力が加わるのを回避でき、該曲げ応力による損傷や歪みを未然に防止できる。従って、取付金具3ひいては耐力壁等として優れた耐久性が得られる。   According to such a brace mounting device, even if a large shake due to an earthquake or the like occurs as a load bearing wall or the like after construction, and the structural frame 1 is repeatedly deformed into a parallelogram shape, the brace 2 on the relaxation side accompanying this deformation is Since both end portions 2a, 2a move in the insertion direction as shown by the arrow y in FIG. 2 with respect to the brace insertion portion 3a of the mounting bracket 3, the straight brace 2 is maintained without being bent. There is no concern of bending and damaging the wall. Moreover, even if the inclination angle of both braces 2, 2 fluctuates as shown by the arrow x in FIG. 2 with the deformation of the structural frame 1, the insertion hole 30 of the mounting bracket 3 has a hole shape that expands toward the inlet 30b. In addition, the inclination angle variation is accommodated in the insertion hole 30, and the washer 5 slides along the structural frame main surface direction by key engagement following the variation in the inclination angle of both braces 2, 2. Since the deflection of the end portions 2a of the braces 2, 2 is also regulated in the direction of the main surface of the structural frame body, the fluctuation of the inclination angle is not hindered and can be stably and smoothly performed. It is possible to avoid applying a large bending stress due to the inclination angle variation to the vertical frame 11 of the body 1 and to prevent damage and distortion due to the bending stress. Accordingly, excellent durability can be obtained as the mounting bracket 3 and the load bearing wall.

なお、ナット4及びワッシャー5を嵌着させたブレース2の端部2aは、上記の地震等の揺れに伴って挿入方向へ移動したり、ブレース2の傾斜角変動で振れたりする際、その動作空間が取付金具3の囲い枠部3bによって確保されるから、他と干渉して動きを阻害される懸念がない。そして、取付金具3自体は、該囲い枠部3を有することで強度及び剛性が向上すると共に、該囲い枠部3bを構成する両垂直脚片部33,33に開放窓34を有するから、ラチェットレンチ等によるナット4の捻回操作を支障なく行えることに加え、開放窓34の分だけ重量減及び材料減になるという利点がある。   Note that the end 2a of the brace 2 to which the nut 4 and the washer 5 are fitted moves when the brace 2 moves in the insertion direction due to the shaking of the earthquake or the like, or swings due to fluctuations in the inclination angle of the brace 2. Since the space is secured by the surrounding frame portion 3b of the mounting bracket 3, there is no concern that the movement is hindered by interference with others. Since the mounting bracket 3 itself has the enclosure frame portion 3, the strength and rigidity are improved, and the vertical leg piece portions 33, 33 constituting the enclosure frame portion 3 b have open windows 34. In addition to being able to perform the twisting operation of the nut 4 with a wrench or the like without any trouble, there is an advantage that weight and material are reduced by the amount of the open window 34.

一方、このようなブレース取付装置では、取付金具3におけるブレース挿通部3aの挿通孔30がブレース2のロッド径よりも大きい孔径で、且つ出口30a側から入口30b側へ構造枠体主面方向に拡がる孔形状を有するから、ブレース2のゲージラインGが既述した構造枠体1の一階用と二階用との高さの違い等である程度異なっていたり、同じゲージラインGで構造枠体1の縦枠11の側面幅が異なっている場合でも、同じ取付金具3を固着位置の上下調整によって共用できる。例えば、図8(a)で示すように垂直方向に対する傾斜角θ1のゲージラインG1において取付金具3の取付位置が横枠12からの高さh1で適合する場合に、図8(b)の如くゲージラインG2がやや大きい傾斜角θ2であるとき、同じ取付金具3を用いて同図の実線で示すように取付位置を横枠12からの高さh2と低くすることで、該ゲージラインG2に適合させることができる。また、構造枠体1の縦枠11が図8(b)の実線で示す側面幅w1のものに対し、同じゲージラインG2で縦枠11が同図仮想線の如く広い側面幅w2のものに変更された場合、やはり同じ取付金具3を用いて同図仮想線の如く取付位置を横枠12からの高さh3と高くすることで、該ゲージラインG2に適合させることができる。   On the other hand, in such a brace mounting device, the insertion hole 30 of the brace insertion part 3a in the mounting bracket 3 has a larger hole diameter than the rod diameter of the brace 2, and from the outlet 30a side to the inlet 30b side in the structural frame main surface direction. Since it has an expanding hole shape, the gauge line G of the brace 2 differs to some extent due to the difference in height between the first floor and the second floor of the structural frame 1 described above, or the structural frame 1 with the same gauge line G Even when the side widths of the vertical frames 11 are different, the same mounting bracket 3 can be shared by vertically adjusting the fixing position. For example, as shown in FIG. 8A, when the mounting position of the mounting bracket 3 is matched with the height h1 from the horizontal frame 12 in the gauge line G1 having an inclination angle θ1 with respect to the vertical direction as shown in FIG. When the gauge line G2 has a slightly large inclination angle θ2, the mounting position is lowered to the height h2 from the horizontal frame 12 as shown by the solid line in FIG. Can be adapted. In addition, the vertical frame 11 of the structural frame 1 has a side width w1 indicated by a solid line in FIG. 8B, whereas the vertical frame 11 has the same side width w2 as the virtual line in the same gauge line G2. In the case of a change, it is possible to adapt to the gauge line G2 by using the same mounting bracket 3 and increasing the mounting position to the height h3 from the horizontal frame 12 as shown by the phantom line in FIG.

加えて、このブレース取付装置によれば、取付金具3の挿通孔30が出口30a側から入口30b側へ構造枠体主面方向に拡がる孔形状を有することと、このワッシャー5が取付金具3に対して上記凹凸曲面で接して摺動変位できることから、ブレース2のゲージラインGの傾斜角度にある程度の違いがあっても、取付金具3側の挿通孔30における入口30b側の拡がり範囲内であれば、同じ取付金具3を支障なく共用できる。更に、このブレース取付装置においては、ロッド径の異なるブレース2についても、ナット4を適合ねじ径のものに代えるだけで同じ取付金具3を共用できるから、部品の共通化によって材料コストが大幅に低減する。   In addition, according to this brace mounting device, the insertion hole 30 of the mounting bracket 3 has a hole shape that expands from the outlet 30 a side to the inlet 30 b side in the direction of the structural frame main surface, and the washer 5 is attached to the mounting bracket 3. On the other hand, since it can be slidably displaced in contact with the concave and convex curved surface, even if there is a certain difference in the inclination angle of the gauge line G of the brace 2, it should be within the expansion range on the inlet 30b side in the insertion hole 30 on the mounting bracket 3 side. In this case, the same mounting bracket 3 can be shared without hindrance. Furthermore, in this brace mounting device, the same mounting bracket 3 can be shared for the brace 2 having a different rod diameter simply by replacing the nut 4 with a suitable screw diameter. To do.

一方、ワッシャー5は取付金具3とのキー係合によって構造枠体厚み方向の位置が定まるから、その挿通孔50の位置によってブレース2も構造枠体厚み方向に位置決めされることになる。しかして、ワッシャー5としては、交叉配置させる両ブレース2A,2Bを非接触に配置させる必要があるが、耐力壁の仕様によって両ブレース2A,2Bの交叉間隔及びロッド径が異なるから、図5で例示したように該挿通孔50が中央にあるものに限らず、該挿通孔50の孔位置及び孔径が上記交叉間隔とロッド径に対応するものを使用すればよい。すなわち、ワッシャー5は、同じ取付金具3に対応して外形及び外側寸法が同じであっても、挿通孔50の孔径が適用するブレース2のロッド径に応じて異なるが、例えば図6の仮想線で示すように両ブレース2,2の交叉間隔を一定にする場合、図7の仮想線円の如く、孔径の異なる挿通孔50でも内周が構造枠体厚み方向の片側(使用時の内側)で同位置になるように偏心した構成とすればよい。   On the other hand, since the position of the washer 5 in the structural frame thickness direction is determined by key engagement with the mounting bracket 3, the brace 2 is also positioned in the structural frame thickness direction by the position of the insertion hole 50. Therefore, as the washer 5, it is necessary to arrange both braces 2A and 2B to be arranged in a non-contact manner, but the crossing interval and rod diameter of both braces 2A and 2B differ depending on the specifications of the bearing wall. As illustrated, the insertion hole 50 is not limited to the one at the center, and the hole position and the hole diameter of the insertion hole 50 may correspond to the crossing interval and the rod diameter. That is, the washer 5 has the same outer shape and outer dimensions corresponding to the same mounting bracket 3, but the hole diameter of the insertion hole 50 differs depending on the rod diameter of the brace 2 to be applied. When the crossing interval between both braces 2 and 2 is made constant as shown in FIG. 7, the inner periphery is one side in the thickness direction of the structural frame (inside when in use) even in the insertion hole 50 having a different hole diameter as shown by the phantom line circle in FIG. It is sufficient to adopt an eccentric configuration so as to be in the same position.

なお、上記実施形態では構造枠体1の縦枠11に対して取付金具3を溶接しているが、本発明では溶接に代えて複数箇所でねじ止めする方式も採用できる。ただし、実施形態のように、溝形鋼からなる縦枠11の両側壁11a,11a頂部に対し、取付金具3を架け渡す形で溶接すれば、該取付金具3によって縦枠11が補強されることになり、特に該縦枠11の曲げ強度が向上する。また、この溶接方式を採用する場合、実施形態の如く、囲い枠部3bにおける両垂直脚片部33,33の側端縁に溶接用の開先35を設けることにより、取付金具3を該開先を利用して確実に強固に溶接できる。   In the above embodiment, the mounting bracket 3 is welded to the vertical frame 11 of the structural frame 1. However, in the present invention, a method of screwing at a plurality of locations instead of welding can also be adopted. However, if the mounting bracket 3 is welded to the tops of the side walls 11a, 11a of the vertical frame 11 made of channel steel as in the embodiment, the vertical frame 11 is reinforced by the mounting bracket 3. In particular, the bending strength of the vertical frame 11 is improved. Further, when this welding method is adopted, as in the embodiment, the mounting bracket 3 is opened by providing a welding groove 35 at the side edge of both vertical leg pieces 33, 33 in the enclosure frame 3b. It can be securely welded using the tip.

本発明で用いる取付金具3は、ブレース挿通部3aの挿通孔30がブレース2のロッド径よりも大きい孔径で、且つ出口30a側から入口30b側へ構造枠体主面方向に拡がる孔形状を有することから、既述のようにブレース2のゲージラインGがある程度(一般に傾斜角として7°程度まで)異なっていても同じものを共用できるが、構造枠体1の横幅が0.5倍、1.5倍、2倍と異なることでゲージラインGの傾斜角に大きな差がある場合は、それに対応してブレース挿通部3aの挿通孔30の中心線の傾斜が異なるものを使用すべきことは言うまでもない。しかるに、適用する構造枠体1の横幅毎に対応する取付金具3でも、既述のように一階用と二階用との高さの違い、構造枠体1の縦枠11の側面幅の違い、ブレース2のロッド径の違い等には共用できるから、部品点数は従来に比較して格段に低減することになる。   The mounting bracket 3 used in the present invention has a hole shape in which the insertion hole 30 of the brace insertion portion 3a is larger in diameter than the rod diameter of the brace 2, and extends from the outlet 30a side to the inlet 30b side in the structural frame main surface direction. As described above, even if the gauge line G of the brace 2 is different to some extent (generally up to about 7 ° as an inclination angle), the same one can be shared, but the width of the structural frame 1 is 0.5 times 1 When there is a large difference in the inclination angle of the gauge line G due to the difference between .5 times and 2 times, it is necessary to use the one with the inclination of the center line of the insertion hole 30 of the brace insertion portion 3a corresponding to the difference. Needless to say. However, even with the mounting bracket 3 corresponding to each width of the structural frame 1 to be applied, as described above, the difference in height between the first floor and the second floor, and the difference in side width of the vertical frame 11 of the structural frame 1 Since it can be shared by the difference in the rod diameter of the brace 2, the number of parts is significantly reduced compared to the conventional case.

また、取付金具3及びワッシャー5としては、サイズ及び各部の形態を例示以外に種々設定できる。特に両者の対向面について、実施形態では取付金具3側が挿通孔30の周縁を最低位とする凹球面31、ワッシャー5側が該凹球面31に対応する凸球面51となっているが、取付金具3に対してワッシャー5が構造体主面方向に沿って摺動可能であればよいから、取付金具3側は構造枠体主面方向に沿って凹円弧をなす凹曲面、ワッシャー5側は該凹曲面31に対応する凸曲面であればよい。従って、例えば取付金具3側の凹球面31に代えて単なる凹円弧面、ワッシャー5側の凸球面51に代えて単なる凸円弧面をそれぞれ採用してもよい。更に、取付金具3として、例えば横幅の大きい構造枠体1に対応した大きいサイズでは、囲い枠部3bの垂直脚片部33,33間を結ぶ1本又は複数本の補強桟を設けてもよい。   In addition, the mounting bracket 3 and the washer 5 can be variously set in size and form of each part other than the examples. In particular, regarding the opposing surfaces, in the embodiment, the mounting bracket 3 side is a concave spherical surface 31 with the peripheral edge of the insertion hole 30 being the lowest position, and the washer 5 side is a convex spherical surface 51 corresponding to the concave spherical surface 31. The washer 5 only needs to be slidable along the structure main surface direction, so that the mounting bracket 3 side has a concave curved surface forming a concave arc along the structure frame main surface direction, and the washer 5 side has the concave shape. Any convex curved surface corresponding to the curved surface 31 may be used. Therefore, for example, a simple concave arc surface may be employed instead of the concave spherical surface 31 on the mounting bracket 3 side, and a simple convex arc surface may be employed instead of the convex spherical surface 51 on the washer 5 side. Further, as the mounting bracket 3, for example, in a large size corresponding to the structural frame 1 having a large width, one or a plurality of reinforcing bars that connect the vertical leg pieces 33 and 33 of the surrounding frame portion 3 b may be provided. .

一方、ブレース2としては、従来同様にターンバックル胴を介在させてもよいが、実施形態の如く丸鋼ロッドの一部に角軸部22を形成すれば、旋回径の大きいターンバックル胴を省略できるので、ロッド径が大きいブレース2でも構造枠体1の厚み内に収めて配設でき、それだけ耐力壁等としての設計仕様の幅が拡がることになる。この角軸部22としては、横断面が例示した六角形状に限らず、四角形その他の多角形でもよく、また長さ及びブレース2上の形成位置についても例示以外に種々設定できる。なお、該ブレース2の両端部2a,2aを逆ねじに構成し、該角軸部22を利用したブレース2側の回転操作によって両端のナット4,4との螺合緊締を同時に行う場合、両側のナット4,4の回り止めを講じる必要があるが、この回り止め手段として、各ナット4をワッシャー5又は取付金具3の囲い枠部3bに対して適当な介在部材を利用して固定又は係止したり、各ナット4をワッシャー5に対して凹凸嵌合等で直接に係止したり、更には各ナット4を予めワッシャー5に溶接一体化する等の種々の方法を採用できる。   On the other hand, as the brace 2, a turnbuckle cylinder may be interposed as in the conventional case, but if the square shaft portion 22 is formed on a part of the round steel rod as in the embodiment, the turnbuckle cylinder having a large turning diameter is omitted. Therefore, even the brace 2 having a large rod diameter can be disposed within the thickness of the structural frame 1, and the width of the design specification as a load bearing wall or the like is increased accordingly. The square shaft portion 22 is not limited to the hexagonal shape illustrated in the cross section, but may be a quadrilateral or other polygonal shape, and the length and the formation position on the brace 2 can be variously set other than illustrated. When both end portions 2a, 2a of the brace 2 are formed as reverse screws, and screwing and tightening with the nuts 4, 4 at both ends are simultaneously performed by rotating the brace 2 side using the angular shaft portion 22, It is necessary to prevent the nuts 4 and 4 from being rotated. As the rotation preventing means, each nut 4 is fixed or engaged with the washer 5 or the surrounding frame portion 3b of the mounting bracket 3 by using an appropriate interposition member. Various methods such as stopping, directly locking each nut 4 to the washer 5 by concave-convex fitting or the like, and further welding each nut 4 to the washer 5 in advance are adopted.

1 構造枠体
11 縦枠
11a 側壁部
2,2A,2B ブレース
2a 端部
21 角軸部
3,3A,3B 取付金具
3a ブレース挿通部
3b 囲い枠部
30 挿通孔
30a 出口
30b 入口
31 凹球面(凹曲面)
32 キー溝
33 垂直脚片部
34 開放窓
35 開先
4 ナット
5 ワッシャー
50 挿通孔
51 凸球面(凸曲面)
52 係合キー
G ゲージライン
DESCRIPTION OF SYMBOLS 1 Structure frame 11 Vertical frame 11a Side wall part 2,2A, 2B Brace 2a End part 21 Square shaft part 3,3A, 3B Mounting bracket 3a Brace insertion part 3b Enclosure frame part 30 Insertion hole 30a Outlet 30b Inlet 31 Concave spherical surface (concave curved surface)
32 Key groove 33 Vertical leg piece 34 Open window 35 Groove 4 Nut 5 Washer 50 Insertion hole 51 Convex spherical surface (convex curved surface)
52 Engagement key G Gauge line

Claims (7)

矩形の構造枠体の内側に、丸鋼ロッドからなる一対のブレースをX字状の交叉配置で取り付けるためのブレース取付装置において
各ブレースの少なくとも両端部がねじ軸をなし、両ブレースの各端部に対応して前記構造枠体の縦枠に固着させる取付金具とナット及びワッシャーを備え、
前記取付金具はブレースの端部を挿通させるブレース挿通部を有し、該ブレース挿通部の挿通孔がブレースのロッド径よりも大きい孔径で且つ出口側から入口側へ構造枠体主面方向に拡がる孔形状を有し、
前記取付金具のブレース挿通部に挿通させたブレースの端部に、前記ワッシャーを介してナットを螺合緊締することにより、該ブレースが構造枠体に緊張状態で固定されるように構成されてなるブレース取付装置であって、
前記取付金具のブレース挿通部における挿通孔出口の周囲に、構造枠体主面方向に沿って凹円弧をなす凹曲面が形成されると共に、このブレース挿通部に対向する前記ワッシャーの表面が前記凹曲面に対応する凸曲面をなし、
前記ブレース挿通部の凹曲面に構造枠体主面方向に沿うキー溝が形成されると共に、前記ワッシャーの凸曲面に該キー溝に摺動自在に嵌入する係合キーが突設されてなるブレース取付装置。
Inside the rectangular structure frame, the brace attachment device for attaching a pair of braces made of round steel rod X-shaped cross arrangement,
At least both ends of each brace form a screw shaft, and include a mounting bracket, a nut and a washer that are fixed to the vertical frame of the structural frame corresponding to each end of both braces,
The mounting bracket has a brace insertion portion through which the end of the brace is inserted, and the insertion hole of the brace insertion portion has a hole diameter larger than the rod diameter of the brace and extends from the outlet side to the inlet side in the direction of the structural frame main surface. Has a hole shape,
The brace is configured to be fixed to the structural frame body in a tension state by screwing and tightening a nut to the end of the brace inserted through the brace insertion portion of the mounting bracket via the washer. A brace mounting device ,
A concave curved surface that forms a concave arc along the structure frame main surface direction is formed around the insertion hole outlet in the brace insertion part of the mounting bracket, and the surface of the washer facing the brace insertion part is the concave part. Convex surface corresponding to the curved surface,
A brace formed by forming a key groove along the main surface direction of the structural frame body on the concave curved surface of the brace insertion portion, and having an engagement key that slidably fits in the key groove on the convex curved surface of the washer Mounting device.
前記ワッシャーの挿通孔が、前記一対のブレースの交叉間隔とロッド径に対応した孔位置及び孔径に設定されてなる請求項1に記載のブレース取付装置。 The brace attachment device according to claim 1, wherein the insertion hole of the washer is set to a hole position and a hole diameter corresponding to a crossing interval and a rod diameter of the pair of braces . ブレースの丸鋼ロッドの一部に角軸部が形成されてなる請求項1又は2に記載のブレース取付装置。 The brace attachment device according to claim 1 or 2, wherein a square shaft portion is formed on a part of the round steel rod of the brace. 前記取付金具は、ブレース挿通部の内奥側に囲い枠部が一体形成され、該ブレース挿通部に挿通して前記ナット及びワッシャーを嵌着させたブレースの端部が該囲い枠部内に配置するように構成されてなる請求項1〜3の何れかに記載のブレース取付装置。 In the mounting bracket, an enclosure frame is integrally formed on the inner side of the brace insertion portion, and an end of the brace that is inserted into the brace insertion portion and fitted with the nut and washer is disposed in the enclosure frame. The brace attachment device according to any one of claims 1 to 3, which is configured as described above . 前記取付金具の囲い枠部が構造枠体厚み方向に対向する一対の垂直脚片部を構成すると共に、両垂直脚片部に構造枠体厚み方向に透通する開放窓が形成されてなる請求項4に記載のブレース取付装置。 The enclosure frame portion of the mounting bracket constitutes a pair of vertical leg pieces facing each other in the thickness direction of the structural frame, and an open window is formed in each vertical leg piece portion so as to be transparent in the thickness direction of the structural frame body. Item 5. The brace mounting device according to item 4 . 前記の両垂直脚片部における構造枠体の縦枠に対向する側端縁に、溶接用の開先が形成されてなる請求項5に記載のブレース取付装置。 The brace attachment device according to claim 5, wherein a groove for welding is formed on a side end edge of the vertical leg pieces facing the vertical frame of the structural frame . 構造枠体の縦枠が開放側を枠体内側に向けた溝形鋼からなり、この溝形鋼の両側壁頂部に対して前記取付金具が架け渡す形で溶接されてなる請求項1〜6の何れかに記載のブレース取付装置。 The vertical frame of the structural frame is made of channel steel with the open side facing the inside of the frame, and the mounting bracket is welded to the top of both side walls of the channel steel. A brace mounting apparatus according to any one of the above .
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