JP3232904U - Brace frame - Google Patents

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JP3232904U
JP3232904U JP2021001625U JP2021001625U JP3232904U JP 3232904 U JP3232904 U JP 3232904U JP 2021001625 U JP2021001625 U JP 2021001625U JP 2021001625 U JP2021001625 U JP 2021001625U JP 3232904 U JP3232904 U JP 3232904U
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vertical column
brace
pair
fixing member
fixed
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正利 高田
正利 高田
理恵 高田
理恵 高田
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正利 高田
正利 高田
理恵 高田
理恵 高田
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Abstract

【課題】木造の構造物での軸組構造の梁材と縦柱材との間隔に応じて、梁材と縦柱材を連結することができる筋交いフレームを提供する。【解決手段】筋交いフレーム10は、平行に配置される一対の縦柱材11、12間に、斜め下向きの上部筋交い材13および斜め上向きの下部筋交い材14が固定され、縦柱材12と上部筋交い材13の間に上部横桟材15が固定され、縦柱材12と下部筋交い材14の間に下部横桟材16が固定され、一対の縦柱材11、12が、その上端部の上方に配置される板状の固定部材20と固定部材20に一体に設けられるおねじ21とを有し、一対の縦柱材11、12の天板に、おねじ21にねじ締結するめねじ19が設けられている。【選択図】図1PROBLEM TO BE SOLVED: To provide a brace frame capable of connecting a beam member and a vertical column member according to a distance between a beam member and a vertical column member of a frame structure in a wooden structure. SOLUTION: In a brace frame 10, a diagonally downward upper brace member 13 and an obliquely upward lower brace member 14 are fixed between a pair of vertical column members 11 and 12 arranged in parallel, and the vertical column member 12 and an upper part are fixed. The upper horizontal crosspiece 15 is fixed between the brace members 13, the lower horizontal crosspiece 16 is fixed between the vertical column member 12 and the lower brace member 14, and the pair of vertical column members 11 and 12 are at the upper ends thereof. A female screw 19 having a plate-shaped fixing member 20 arranged above and a male screw 21 integrally provided on the fixing member 20 and screwed to the male screw 21 on the top plate of the pair of vertical column members 11 and 12. Is provided. [Selection diagram] Fig. 1

Description

この考案は、構造物の構築に用いられるK字型の筋交いフレームに関する。 The present invention relates to a K-shaped brace frame used in the construction of structures.

鉄骨を用いた構造物の構造の一つとして、基礎の上に土台を設置し、この土台のコーナー部分に起立状態に設けた隅柱間の上部に梁材をかけ渡し、上下に対向する土台と梁材の間や、梁材と梁材との間に筋交いフレームを配置すると共に、必要に応じて中間柱を起立状態に設けて構築した軸組構造があり、この軸組構造の上に屋根組を設けるようにするものが知られている。 As one of the structures of the structure using the steel frame, the foundation is installed on the foundation, and the beam material is hung over the upper part between the corner columns provided in the upright state at the corner of this foundation, and the foundations facing each other vertically. There is a frame structure constructed by arranging a brace frame between the beam material and the beam material and between the beam material and the beam material, and by providing an intermediate column in an upright state as needed, and on top of this frame structure. It is known that a roof structure is provided.

上記のような軸組構造において用いられる筋交いフレームは、平行する両側一対の鋼管製の縦柱材と、両側の縦柱材を互いに結合する鋼管製の筋交い材とからなる。筋交い材は一方の縦柱材の上端部に固定した斜め下向きの上部筋交い材と、一方の縦柱材の下端部に固定した斜め上向きの下部筋交い材とを有する。上部筋交い材と下部筋交い材の集合端部が、他方の縦柱材の上下方向中間部に溶接されることにより、正面から見てK字形に組立てられている。この筋交いフレームを両側の縦柱材が垂直になるよう上下に対向する土台と梁材との間や梁材と梁材との間に建て込むことにより、軸組構造の剛性を保つようになっている(例えば、特許文献1参照)。 The brace frame used in the above-mentioned framework structure is composed of a pair of parallel vertical column members made of steel pipes and a steel pipe brace member that connects the vertical column members on both sides to each other. The brace material has a diagonally downward upper brace material fixed to the upper end portion of one vertical column material and a diagonally upward lower brace material fixed to the lower end portion of one vertical column material. The collective end of the upper brace and the lower brace is welded to the vertical middle of the other vertical column to form a K-shape when viewed from the front. By building this brace frame between the vertically opposed bases and beams or between the beams so that the vertical columns on both sides are vertical, the rigidity of the framework structure can be maintained. (See, for example, Patent Document 1).

特開2000−291139号公報Japanese Unexamined Patent Publication No. 2000-291139

ところで、鉄骨を用いた構造物では、上記の筋交いフレームの両側の縦柱材と梁材との間に間隔がある場合には、梁材との間に所要長さのH型鋼を介在させて、梁材と縦柱材とを連結することが可能である。しかしながら、一般に梁材が木材である木造住宅では、上記の筋交いフレームの両側の縦柱材と梁材との間に間隔がある場合には、所要長さのH型鋼を介在させて、梁材と縦柱材とを連結することが難しい。 By the way, in a structure using a steel frame, if there is a gap between the vertical column material and the beam material on both sides of the above-mentioned bracing frame, an H-shaped steel having a required length is interposed between the vertical column material and the beam material. , It is possible to connect the beam material and the vertical column material. However, in a wooden house where the beam material is generally wood, if there is a gap between the vertical column material on both sides of the above-mentioned bracing frame and the beam material, the beam material is interposed with H-shaped steel of the required length. It is difficult to connect the vertical column material and the vertical column material.

また、木造住宅や木造の店舗などは、鉄骨を用いた構造物よりも木材の長さや組み合わせによって柔軟な設計が可能であり、間取りや天井高さの自由度が高い。このため、上記の筋交いフレームの両側の縦柱材と梁材との間隔は様々な大きさとなり、上述のH型鋼の長さを変更して対応することが難しい。 In addition, wooden houses and wooden stores can be designed more flexibly depending on the length and combination of wood than structures using steel frames, and the floor plan and ceiling height are more flexible. For this reason, the distance between the vertical column members and the beam members on both sides of the above-mentioned brace frame becomes various sizes, and it is difficult to change the length of the above-mentioned H-shaped steel.

そこで、この考案が解決しようとする課題は、木造の構造物での軸組構造の梁材と縦柱材との間隔に応じて、梁材と縦柱材を連結することができる筋交いフレームを提供することにある。 Therefore, the problem to be solved by this device is to provide a brace frame capable of connecting the beam material and the vertical column material according to the distance between the beam material and the vertical column material of the frame structure in the wooden structure. To provide.

前記の課題を解決するために、この考案に係る筋交いフレームとしては、
平行に配置される一対の縦柱材と、前記一対の縦柱材間に配置され、一方の前記縦柱材の上端部に一端部を固定した斜め下向きの上部筋交い材および一方の前記縦柱材の下端部に一端部を固定した斜め上向きの下部筋交い材とを有し、前記上部筋交い材および下部筋交い材の他端部が他方の前記縦柱材の長さ方向中央部に固定されている筋交いフレームにおいて、前記一対の縦柱材が、その上端部の上方に配置される固定部材と前記固定部材に一体に設けられ、下方へ延びるおねじとを有し、前記固定部材が上方を向く平坦な固定面を有し、前記一対の縦柱材の上端部に前記おねじにねじ締結するめねじが設けられている構成を採用することができる。
In order to solve the above-mentioned problems, the brace frame according to this device is
A pair of vertical columns arranged in parallel, a diagonally downward upper brace member arranged between the pair of vertical columns and one end fixed to the upper end of one of the vertical columns, and one of the vertical columns. It has an obliquely upward lower brace material with one end fixed to the lower end of the material, and the other ends of the upper brace material and the lower brace material are fixed to the center portion in the length direction of the other vertical column material. In the brace frame, the pair of vertical column members has a fixing member arranged above the upper end portion thereof and a male screw that is integrally provided with the fixing member and extends downward, and the fixing member moves upward. It is possible to adopt a configuration in which a flat fixing surface is provided and a female screw for screwing to the male screw is provided at the upper end of the pair of vertical column members.

この構成では、固定部材を回転させることにより、固定部材の固定面と縦柱材の上端部との間隔を調整することができる。このため、木造の軸組構造での梁材と一対の縦柱材の上端部との間隔に応じて、固定部材を回転して、固定部材の上下方向の位置を調節し、固定面を梁材に接する状態にすることができる。 In this configuration, by rotating the fixing member, the distance between the fixing surface of the fixing member and the upper end portion of the vertical column member can be adjusted. Therefore, the fixing member is rotated according to the distance between the beam member in the wooden frame structure and the upper end portion of the pair of vertical column members to adjust the vertical position of the fixing member, and the fixing surface is made of the beam. It can be in contact with the material.

前記固定部材が板状をなしており、前記固定部材の上方を向く表面が前記固定面となる構成を採用することができる。固定部材が板状をなすことで、固定部材の固定面と一対の縦柱材の上端部との距離をより小さくすることができる。このため、軸組構造の木造の構造物での梁材と一対の縦柱材の上端部との間隔が小さい場合であっても、固定部材を梁材に固定することができる。 It is possible to adopt a configuration in which the fixing member has a plate shape and the surface of the fixing member facing upward is the fixing surface. Since the fixing member has a plate shape, the distance between the fixing surface of the fixing member and the upper end portion of the pair of vertical column members can be made smaller. Therefore, the fixing member can be fixed to the beam member even when the distance between the beam member and the upper end portion of the pair of vertical column members in the wooden structure of the framework structure is small.

また、前記一対の縦柱材が矩形の断面形状を有する角筒状部材から形成され、前記固定部材が、前記縦柱材の断面形状と同じ矩形をなす基板部と、前記基板部から前記縦柱材の筒軸に対して直角に延び出す一対の突出板部を有し、前記一対の突出板部が前記基板部に対して相互に直角に配置されている構成を採用することができる。 Further, the pair of vertical column members are formed of a square tubular member having a rectangular cross-sectional shape, and the fixing member has a substrate portion having the same rectangular shape as the cross-sectional shape of the vertical column member, and the vertical column portion from the substrate portion. It is possible to adopt a configuration in which the pair of projecting plate portions extending at right angles to the tubular axis of the pillar material is provided, and the pair of projecting plate portions are arranged at right angles to the substrate portion.

この構成では、木造の軸組構造の構造物における角部分に縦柱材が配置されている状態で、固定部材の突出板部は当該角部分に直角に配置される二本の梁材に沿って固定され得る。 In this configuration, the vertical column members are arranged at the corners of the wooden frame structure, and the protruding plates of the fixing members are along the two beams arranged at right angles to the corners. Can be fixed.

また、筋交いフレームの剛性を向上させる目的で、他方の前記縦柱材と前記上部筋交い材との間に固定される上部横桟材と、他方の前記縦柱材と前記下部筋交い材との間に固定される下部横桟材とを有し、前記上部横桟材と前記下部横桟材とが相互に平行に配置されている構成を採用してもよい。 Further, for the purpose of improving the rigidity of the brace frame, between the upper horizontal crosspiece fixed between the other vertical column member and the upper brace member, and between the other vertical column member and the lower brace member. You may adopt the structure which has the lower cross rail member fixed to, and the upper cross rail member and the lower cross rail member are arranged in parallel with each other.

以上のように、この考案に係る筋交いフレームは、固定部材を回転することにより、固定部材の上下方向の位置を調整することができるので、軸組構造の木造の構造物での梁材の上下方向の位置に応じて、固定部材の固定面を梁材に接触させ、その梁材に固定部材を固定することができる。 As described above, in the brace frame according to the present invention, the vertical position of the fixing member can be adjusted by rotating the fixing member, so that the upper and lower parts of the beam material in the wooden structure of the framework structure can be adjusted. Depending on the position in the direction, the fixing surface of the fixing member can be brought into contact with the beam material, and the fixing member can be fixed to the beam material.

この考案の実施形態に係る筋交いフレームの斜視図Perspective view of the brace frame according to the embodiment of the present invention 同上の筋交いフレームの固定部材を示す一部切り欠き斜視図Partially cut-out perspective view showing the fixing member of the brace frame as above 同上の筋交いフレームの固定部材を示す一部切り欠き正面図Partial notch front view showing the fixing member of the brace frame as above 同上の筋交いフレームの使用状態を示す正面図Front view showing the usage state of the same brace frame 同上の筋交いフレームの固定部材と梁材との固定状態を示す説明図Explanatory drawing showing the fixing state of the fixing member of the brace frame and the beam material of the same as above. 同上の筋交いフレームの固定部材の他の形態を示す一部切り欠き斜視図Partially cut-out perspective view showing another form of the fixing member of the brace frame as above. 図6に示す固定部材を示す平面図Top view showing the fixing member shown in FIG. 図6に示す筋交いフレームの使用状態を示す正面図Front view showing the usage state of the brace frame shown in FIG.

以下、この考案の実施形態に係る筋交いフレームを図面に基づいて説明する。図1から図5に示すように、この実施形態に係る筋交いフレーム10は、主に軸組構造の木造の構造物の構築に用いられている。木造の構造物としては、基礎1の上に土台2を設置し、土台2のコーナー部分に起立状態に設けた隅柱3間の上部に梁材4をかけ渡し、上下に対向する土台2と梁材4の間や、梁材4とさらに上方に架け渡される梁材(図示省略)との間に筋交いフレーム10を配置すると共に、必要に応じて中間柱を起立状態に設けて構築される。なお、明細書中において、「左右(左右方向)」とは、筋交いフレーム10に正対している状態での「左右(左右方向)」を意味する。また、「前後方向」とは、筋交いフレーム10に正対している状態での「前後方向」を意味する。 Hereinafter, the brace frame according to the embodiment of the present invention will be described with reference to the drawings. As shown in FIGS. 1 to 5, the brace frame 10 according to this embodiment is mainly used for constructing a wooden structure having a frame structure. As a wooden structure, a foundation 2 is installed on the foundation 1, and a beam member 4 is hung over the upper part between the corner pillars 3 provided in an upright state at the corner portion of the foundation 2, and the foundation 2 faces vertically. The brace frame 10 is arranged between the beam members 4 and between the beam members 4 and the beam members (not shown) that are bridged further upward, and the intermediate columns are provided in an upright state as necessary. .. In the specification, "left and right (left and right direction)" means "left and right (left and right direction)" in a state of facing the brace frame 10. Further, the "front-back direction" means the "front-back direction" in a state of facing the brace frame 10.

相互に平行に配置される一対の縦柱材11、12と、一対の縦柱材11、12間に配置され、縦柱材11の上端部に一端部を固定した斜め下向きの上部筋交い材13および縦柱材11の下端部に一端部を固定した斜め上向きの下部筋交い材14と、縦柱材12と上部筋交い材13との間に固定される上部横桟材15と、縦柱材12と下部筋交い材14との間に固定される下部横桟材16とを有し、上部筋交い材13および下部筋交い材14の他端部が縦柱材12の長さ方向中央部に固定されている。 An obliquely downward upper brace member 13 arranged between a pair of vertical column members 11 and 12 arranged in parallel with each other and one end fixed to an upper end portion of the vertical column member 11 An obliquely upward lower brace member 14 having one end fixed to the lower end of the vertical column member 11, an upper horizontal brace member 15 fixed between the vertical column member 12 and the upper brace member 13, and a vertical column member 12. It has a lower crosspiece 16 fixed between the lower brace member 14 and the lower cross brace member 16, and the other ends of the upper brace member 13 and the lower brace member 14 are fixed to the central portion in the length direction of the vertical column member 12. There is.

縦柱材11は、正方形の断面形状を有する角筒状の鋼管から構成されている。縦柱材11の下端部にベース板17が溶接により固定されている。ベース板17は、縦柱材11の前後方向の幅寸法と同じ幅寸法を有する矩形の板状部材からなる。ベース板17は、縦柱材11の開口を閉塞しており、縦柱材11から左右方向両方向へ突き出す状態となっている。ベース板17の左右方向両方向外側に上下方向の貫通孔17aが設けられている。図2、図3に示すように、縦柱材11の上端部は、天板18により閉塞されている。天板18の下面には、めねじ19が固定されている。めねじ19に対して、後述するおねじであるボルト21が天板18を貫通する状態でねじ締結される。 The vertical column member 11 is composed of a square tubular steel pipe having a square cross-sectional shape. The base plate 17 is fixed to the lower end of the vertical column member 11 by welding. The base plate 17 is made of a rectangular plate-shaped member having the same width dimension as the width dimension in the front-rear direction of the vertical column member 11. The base plate 17 closes the opening of the vertical column member 11, and is in a state of protruding from the vertical column member 11 in both the left-right direction. Through holes 17a in the vertical direction are provided on the outer sides of the base plate 17 in both the left-right directions. As shown in FIGS. 2 and 3, the upper end of the vertical column member 11 is closed by the top plate 18. A female screw 19 is fixed to the lower surface of the top plate 18. A bolt 21, which is a male screw described later, is screwed to the female screw 19 in a state of penetrating the top plate 18.

縦柱材11は、上端部の上方に配置される固定部材20と、固定部材20から下方に延びるおねじであるボルト21とを有する。固定部材20は、縦柱材11の前後方向の幅寸法と同じ幅寸法を有する矩形の板状をなしている。固定部材20は、縦柱材11の左右方向両方向外側に突き出す状態となっている。固定部材20の左右方向両方向外側に上下方向の貫通孔20bが設けられている。 The vertical column member 11 has a fixing member 20 arranged above the upper end portion and a bolt 21 which is a male screw extending downward from the fixing member 20. The fixing member 20 has a rectangular plate shape having the same width dimension as the width dimension in the front-rear direction of the vertical column member 11. The fixing member 20 is in a state of protruding outward in both the left-right directions of the vertical column member 11. Through holes 20b in the vertical direction are provided on the outer sides of the fixing member 20 in both the left-right directions.

固定部材20の上面は、上述の梁材4に面接触する固定面20aとなっている。固定部材20の下面中央にボルト21の頭部が一体に設けられ、ボルト21のねじ部が下方に延びる状態となっている。ボルト21は、縦柱材11の天板18を貫通して、めねじ19にねじ締結している。また、縦柱材12は、縦柱材11と同じ構造であり、縦柱材11と同じ構造には、縦柱材11と同じ符号を付して、その説明を省略する。 The upper surface of the fixing member 20 is a fixing surface 20a that comes into surface contact with the above-mentioned beam member 4. The head of the bolt 21 is integrally provided at the center of the lower surface of the fixing member 20, and the threaded portion of the bolt 21 extends downward. The bolt 21 penetrates the top plate 18 of the vertical column member 11 and is screwed to the female screw 19. Further, the vertical column member 12 has the same structure as the vertical column member 11, and the same structure as the vertical column member 11 is designated by the same reference numeral as that of the vertical column member 11, and the description thereof will be omitted.

上部筋交い材13および下部筋交い材14は、同じ大きさの矩形の断面形状を有する角筒状の鋼管から構成されている。上部筋交い材13および下部筋交い材14は、縦柱材11よりも小さい前後方向および左右方向の幅寸法を有する。上部筋交い材13および下部筋交い材14はその両端部が斜めに切断されており、その両端部の切断面が相互に平行となっている。 The upper brace member 13 and the lower brace member 14 are composed of a square tubular steel pipe having a rectangular cross-sectional shape of the same size. The upper brace member 13 and the lower brace member 14 have width dimensions in the front-rear direction and the left-right direction, which are smaller than those of the vertical column member 11. Both ends of the upper brace 13 and the lower brace 14 are cut diagonally, and the cut surfaces at both ends are parallel to each other.

上部筋交い材13の一端部が縦柱材11の上端部の左右方向内側に固定されている。上部筋交い材13の他端部が縦柱材12の長さ方向中央部の左右方向内側に固定されている。下部筋交い材14の一端部が縦柱材11の下端部の左右方向内側に固定されている。下部筋交い材14の他端部が縦柱材12の長さ方向中央部の左右方向内側に固定されている。 One end of the upper brace 13 is fixed to the inside of the upper end of the vertical column 11 in the left-right direction. The other end of the upper brace member 13 is fixed to the inside in the left-right direction of the central portion in the length direction of the vertical column member 12. One end of the lower brace member 14 is fixed to the inside of the lower end of the vertical column member 11 in the left-right direction. The other end of the lower brace member 14 is fixed to the inside in the left-right direction of the central portion in the length direction of the vertical column member 12.

上部横桟材15および下部横桟材16は、上部筋交い材13と同じ大きさの矩形の断面形状を有する角筒状の鋼管から構成されている。上部横桟材15および下部横桟材16は、縦柱材11側の端部が斜めに切断されているものである。上部横桟材15および下部横桟材16の切断面は、縦柱材11の左右方向内側面に対向している。 The upper cross rail member 15 and the lower cross rail member 16 are composed of a square tubular steel pipe having a rectangular cross-sectional shape having the same size as the upper brace member 13. The upper cross rail member 15 and the lower cross rail member 16 have the end portions on the vertical column member 11 side cut diagonally. The cut surfaces of the upper cross rail member 15 and the lower cross rail member 16 face the inner side surfaces of the vertical column member 11 in the left-right direction.

この考案に係る筋交いフレーム10は、以上のように構成されている。次に、この筋交いフレーム10の軸組構造の木造の構造物への設置方法を説明する。まず、筋交いフレーム10は、一対の縦柱材11、12のそれぞれの固定部材20を回転させ、固定部材20を一対の縦柱材11、12の天板18に接近させた状態とする。続いて、図4に示すように、筋交いフレーム10を、基礎1上に設けた土台2と、隅柱3の上部に架け渡した梁材4との間に起立状態となるように建て込む。その後、一対の縦柱材11、12の平行度を調整した状態で、一対の縦柱材11、12のそれぞれの固定部材20を回転させ、固定部材20を上昇させ、梁材4に固定面20aを接触させる。この接触状態で、一対の縦柱材11、12のベース板17と土台2とをボルトおよびナットにより締結する。また、図5に示すように、一対の縦柱材11、12の固定部材20と、梁材4とをボルトおよびナットからなる締結具30により締結する。以上のようにして、軸組構造の木造の構造物の土台2と梁材4との間に筋交いフレーム10が設置される。 The brace frame 10 according to the present invention is configured as described above. Next, a method of installing the brace frame 10 on a wooden structure having a frame structure will be described. First, the brace frame 10 is in a state in which the fixing members 20 of the pair of vertical column members 11 and 12 are rotated so that the fixing members 20 are brought close to the top plate 18 of the pair of vertical column members 11 and 12. Subsequently, as shown in FIG. 4, the brace frame 10 is built between the base 2 provided on the foundation 1 and the beam member 4 spanning the upper part of the corner column 3 so as to be in an upright state. After that, with the parallelism of the pair of vertical column members 11 and 12 adjusted, the fixing members 20 of the pair of vertical column members 11 and 12 are rotated to raise the fixing member 20 and the fixed surface to the beam member 4. Bring 20a into contact. In this contact state, the base plate 17 of the pair of vertical column members 11 and 12 and the base 2 are fastened with bolts and nuts. Further, as shown in FIG. 5, the fixing member 20 of the pair of vertical column members 11 and 12 and the beam member 4 are fastened by a fastener 30 made of bolts and nuts. As described above, the brace frame 10 is installed between the base 2 and the beam member 4 of the wooden structure having a frame structure.

この筋交いフレーム10は、一対の縦柱材11、12の上端部に固定部材20が設けられている。この固定部材20に設けられた下方へ延びるおねじ21が、一対の縦柱材11、12の天板18に設けられるめねじ19にねじ締結している。このため、固定部材20を回転させることにより、固定部材20の固定面20aと、縦柱材11(縦柱材12)の天板18との間隔を調整することができる。この筋交いフレーム10を、基礎1上に設けた土台2と、隅柱3の上部に架け渡した梁材4との間に起立状態となるように建て込む際、梁材4と固定部材20の固定面20aとの間にすき間が存在する場合がある。ここで、特に、木造住宅や木造の店舗などは、木材の長さや組み合わせによる柔軟な設計が可能であり、間取りや天井高さの自由度が高いので、梁材4と固定部材20の固定面20aとの間にすき間が存在する。 The brace frame 10 is provided with a fixing member 20 at the upper ends of a pair of vertical column members 11 and 12. The downwardly extending male screw 21 provided on the fixing member 20 is screwed to the female screw 19 provided on the top plate 18 of the pair of vertical column members 11 and 12. Therefore, by rotating the fixing member 20, the distance between the fixing surface 20a of the fixing member 20 and the top plate 18 of the vertical column member 11 (vertical column member 12) can be adjusted. When the brace frame 10 is built so as to be in an upright state between the base 2 provided on the foundation 1 and the beam member 4 spanning the upper part of the corner column 3, the beam member 4 and the fixing member 20 are constructed. There may be a gap between the fixed surface 20a and the fixed surface 20a. Here, in particular, wooden houses and wooden stores can be flexibly designed according to the length and combination of timber, and the floor plan and ceiling height are highly flexible. Therefore, the fixed surfaces of the beam member 4 and the fixing member 20 are fixed. There is a gap between it and 20a.

この実施形態の筋交いフレーム10は、梁材4と固定部材20の固定面20aとの間にすき間が存在する場合であっても、一対の縦柱材11、12の固定部材20を回転させて、梁材4と固定部材20の固定面20aとの間隔を調整することができる。 In the brace frame 10 of this embodiment, even if there is a gap between the beam member 4 and the fixing surface 20a of the fixing member 20, the fixing member 20 of the pair of vertical column members 11 and 12 is rotated. , The distance between the beam member 4 and the fixing surface 20a of the fixing member 20 can be adjusted.

また、筋交いフレーム10の固定部材20が板状をなしている。固定部材20が板状であれば、固定部材20の固定面20aと一対の縦柱材11、12の天板18との距離をさらに小さくすることができる。これにより、図4に示す軸組構造の木造の構造物での梁材4と一対の縦柱材11、12の天板18との間隔が小さい場合であっても、固定部材20を梁材4に固定することができる。 Further, the fixing member 20 of the brace frame 10 has a plate shape. If the fixing member 20 has a plate shape, the distance between the fixing surface 20a of the fixing member 20 and the top plate 18 of the pair of vertical column members 11 and 12 can be further reduced. As a result, even when the distance between the beam member 4 and the top plate 18 of the pair of vertical column members 11 and 12 in the wooden structure of the framework structure shown in FIG. 4 is small, the fixing member 20 is attached to the beam member. It can be fixed to 4.

上記実施形態では、図2に示すように、固定部材20が縦柱材11の前後方向の幅寸法と同じ幅寸法を有する矩形の板状をなしているものを例に挙げて説明したが、図6に示すように、固定部材20は、縦柱材11の断面形状と同じ正方形をなす基板部22と、基板部22から縦柱材11の筒軸に対して直角に延び出す一対の突出板部23、23を有するものであってもよい。 In the above embodiment, as shown in FIG. 2, the fixing member 20 having a rectangular plate shape having the same width dimension as the width dimension in the front-rear direction of the vertical column member 11 has been described as an example. As shown in FIG. 6, the fixing member 20 has a substrate portion 22 having the same square shape as the cross-sectional shape of the vertical column member 11, and a pair of protrusions extending from the substrate portion 22 at right angles to the cylinder axis of the vertical column member 11. It may have plate portions 23, 23.

図6に示す固定部材20は、一対の突出板部23、23が基板部22に対して相互に直角に配置されているものである。図7に示すように、一対の突出板部23、23は、それぞれ貫通孔20bが形成されており、基板部22の一辺の長さと同じ幅寸法を有している。図6に示す固定部材20を有する筋交いフレーム10を、例えば、軸組構造の木造の構造物において、土台2のコーナー部分に縦柱材11が位置する状態で、土台2と梁材4との間に設置することができる(図8参照)。この場合、図7に示すように、筋交いフレーム10の固定部材20は、一対の突出板部23、23が、相互に直角に配置されている梁材4、4(図7中の二点鎖線参照)に沿うように配置される状態となる。このため、固定部材20の基板部22および一対の突出板部23、23が梁材4からの突出を防止することができる。 In the fixing member 20 shown in FIG. 6, a pair of projecting plate portions 23, 23 are arranged at right angles to each other with respect to the substrate portion 22. As shown in FIG. 7, each of the pair of projecting plate portions 23, 23 is formed with a through hole 20b, and has the same width dimension as the length of one side of the substrate portion 22. The brace frame 10 having the fixing member 20 shown in FIG. 6 is formed by, for example, a wooden structure having a frame structure, in which the vertical column member 11 is located at a corner portion of the base 2, and the base 2 and the beam member 4 are attached to each other. It can be installed between them (see FIG. 8). In this case, as shown in FIG. 7, in the fixing member 20 of the brace frame 10, the pair of protruding plate portions 23, 23 are arranged at right angles to each other, and the beam members 4, 4 (two-dot chain line in FIG. 7). It will be in a state of being arranged along the reference). Therefore, the substrate portion 22 of the fixing member 20 and the pair of protruding plate portions 23, 23 can be prevented from protruding from the beam member 4.

1 基礎
2 土台
3 隅柱
4 梁材
10 筋交いフレーム
11、12 縦柱材
13 上部筋交い材
14 下部筋交い材
15 上部横桟材
16 下部横桟材
17 ベース板
18 天板
19 めねじ
20 固定部材
20a 固定面
21 ボルト(おねじ)
22 基板部
23 突出板部
30 締結具
1 Foundation 2 Base 3 Corner pillar 4 Beam material 10 Bracing frame 11, 12 Vertical pillar material 13 Upper bracing material 14 Lower bracing material 15 Upper horizontal crosspiece 16 Lower horizontal crosspiece 17 Base plate 18 Top plate 19 Female screw 20 Fixing member 20a Fixed surface 21 bolt (male screw)
22 Substrate 23 Protruding plate 30 Fastener

Claims (4)

平行に配置される一対の縦柱材(11、12)と、
前記一対の縦柱材(11、12)間に配置され、一方の前記縦柱材(11)の上端部に一端部を固定した斜め下向きの上部筋交い材(13)および一方の前記縦柱材(11)の下端部に一端部を固定した斜め上向きの下部筋交い材(14)とを有し、
前記上部筋交い材(13)および下部筋交い材(14)の他端部が他方の前記縦柱材(12)の長さ方向中央部に固定されている筋交いフレームにおいて、
前記一対の縦柱材(11、12)が、その上端部の上方に配置される固定部材(20)と前記固定部材(20)に一体に設けられ、下方へ延びるおねじ(21)とを有し、前記固定部材(20)が上方を向く平坦な固定面(20a)を有し、前記一対の縦柱材(11、12)の上端部に前記おねじ(21)にねじ締結するめねじ(19)が設けられていることを特徴とする筋交いフレーム。
A pair of vertical columns (11, 12) arranged in parallel,
An obliquely downward upper brace material (13) arranged between the pair of vertical column members (11, 12) and having one end fixed to the upper end of one of the vertical column members (11) and one of the vertical column members. It has a diagonally upward lower brace (14) with one end fixed to the lower end of (11).
In the brace frame in which the other ends of the upper brace material (13) and the lower brace material (14) are fixed to the central portion in the length direction of the other vertical column member (12).
The pair of vertical column members (11, 12) are integrally provided with the fixing member (20) arranged above the upper end portion thereof and the fixing member (20), and the male screw (21) extending downward is provided. A female screw that has a flat fixing surface (20a) with the fixing member (20) facing upward, and is screwed to the male screw (21) at the upper end of the pair of vertical column members (11, 12). A brace frame characterized in that (19) is provided.
前記固定部材(20)が板状をなしており、前記固定部材(20)の上方を向く表面が前記固定面(20a)となることを特徴とする請求項1に記載の筋交いフレーム。 The brace frame according to claim 1, wherein the fixing member (20) has a plate shape, and the surface of the fixing member (20) facing upward is the fixing surface (20a). 前記一対の縦柱材(11、12)が矩形の断面形状を有する角筒状部材から形成され、前記固定部材(20)が、前記縦柱材の断面形状と同じ矩形をなす基板部(22)と、前記基板部(22)から前記縦柱材の筒軸に対して直角に延び出す一対の突出板部(23)を有し、前記一対の突出板部(23)が前記基板部(22)に対して相互に直角に配置されていることを特徴とする請求項2に記載の筋交いフレーム。 The pair of vertical column members (11, 12) are formed of a square tubular member having a rectangular cross-sectional shape, and the fixing member (20) has a substrate portion (22) having the same rectangular cross-sectional shape as the vertical column member. ) And a pair of projecting plate portions (23) extending from the substrate portion (22) at right angles to the tubular axis of the vertical column member, and the pair of projecting plate portions (23) are the substrate portion (23). 22) The streak frame according to claim 2, wherein the frames are arranged at right angles to each other. 他方の前記縦柱材(12)と前記上部筋交い材(13)との間に固定される上部横桟材(15)と、他方の前記縦柱材(12)と前記下部筋交い材(14)との間に固定される下部横桟材(16)とを有し、前記上部横桟材(15)と前記下部横桟材(16)とが相互に平行に配置されていることを特徴とする請求項1〜3のいずれか1項に記載の筋交いフレーム。 The upper horizontal crosspiece (15) fixed between the other vertical column member (12) and the upper brace member (13), and the other vertical column member (12) and the lower brace member (14). It is characterized in that it has a lower cross rail member (16) fixed between the upper cross rail material (15) and the lower cross rail material (16) is arranged in parallel with each other. The brace frame according to any one of claims 1 to 3.
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