JP2013002171A - Reinforcement hardware for construction - Google Patents

Reinforcement hardware for construction Download PDF

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JP2013002171A
JP2013002171A JP2011135336A JP2011135336A JP2013002171A JP 2013002171 A JP2013002171 A JP 2013002171A JP 2011135336 A JP2011135336 A JP 2011135336A JP 2011135336 A JP2011135336 A JP 2011135336A JP 2013002171 A JP2013002171 A JP 2013002171A
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fixing
fixed
horizontal
metal fitting
vertical
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Izuru Hashizume
出 橋詰
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ACT Co Ltd
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ACT Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To resist drawing and horizontal force, and to improve the strength of the whole building frame by making good use of a bearing wall.SOLUTION: There is provided reinforcement hardware 21 for construction that reinforces a joint state of a vertical material 12 and a horizontal material 13 which constitute a building frame of a building. The reinforcement hardware for construction is provided with a fixed metal fitting 22 fixed to the vertical material 12 and a fixed metal fitting 23 fixed to the horizontal material 13, those fixed metal fittings 22, 23 are connected to each other by a strength member 24 which has at least tensile strength, and at least one of the fixed metal fittings 22, 23 are fixed to the vertical material 12 or horizontal material 13 connecting with a bearing wall of the building frame.

Description

この発明は、建築物、特に木造軸組構造に好適に用いられるような補強金物に関し、より詳しくは、柱の抜けを防ぐために引き寄せるだけではなく、作用する水平力に対して積極的に抵抗することを可能にするような建築用補強金物に関する。   TECHNICAL FIELD The present invention relates to a reinforcing metal fitting suitably used for a building, particularly a wooden frame structure. More specifically, the present invention not only pulls in order to prevent a column from being pulled out but also actively resists an acting horizontal force. The present invention relates to a reinforcing metal fitting for construction that makes it possible.

水平力に対して躯体の強度を維持するためには、筋かいや構造用合板で耐力壁を形成することが行われている。筋かいは圧縮と引張を考慮して金物を用いるなどして固定される。構造用合板は柱等の垂直材や土台等の水平材の外側面に釘で固定される。このようにして耐力壁を得ることによって、躯体の強度は増大する。   In order to maintain the strength of the frame against the horizontal force, a bearing wall is formed with a brace or a structural plywood. The brace is fixed by using a hardware considering compression and tension. The structural plywood is fixed with nails to the outer surface of a vertical member such as a pillar or a horizontal member such as a base. By obtaining the bearing wall in this way, the strength of the housing is increased.

しかし、垂直材と水平材が応力に応じて緊結されていない場合には、垂直材の抜けが起こったり、ほぞ穴端部の破壊が起こったりすることになる。構造用合板を釘で打ちつけておいても、水平力が作用して変形すると釘は抜けてしまい、荷重に対抗できない。   However, when the vertical member and the horizontal member are not tightly coupled according to the stress, the vertical member is pulled out or the mortise end is broken. Even if the structural plywood is nailed with a nail, if the horizontal force acts and deforms, the nail will come off and cannot resist the load.

このため、ホールダウン金物のように引き寄せる力を発揮する補強金物が必要となる。   For this reason, a reinforcing hardware that exhibits a pulling force like a hole-down hardware is required.

このような引き寄せのための補強金物としては、例えば下記特許文献1に従来技術として説明がある(特許文献1の段落[0004]、図6参照)。すなわち、柱脚部の側面で土台の上面から上に離れた位置に固定される金具を備えるとともに、この金具の下端には水平方向に張り出す部分が設けられ、この部分に基礎から延びるボルトの上端部が固定される。   As such a reinforcing metal for pulling, for example, the following patent document 1 has been described as a prior art (see paragraph [0004] of FIG. 6 and FIG. 6). In other words, the side of the column base is provided with a metal part fixed at a position distant from the upper surface of the base, and a lower part of the metal part is provided with a portion projecting horizontally, and a bolt extending from the foundation is provided at this part. The upper end is fixed.

しかしながら、これは柱脚部を土台に引き寄せるだけのものであり、柱が抜けないようにする作用はあるものの、水平力によってかかる荷重に対して積極的に抵抗するものではない。柱の側面に固定した金具を基礎から延びるボルトの上端部に、土台の上面から隙間を隔てた位置で金具を固定する前述の固定構造ゆえに、仕口や接合金物で支持する以上の荷重がかかった場合には、垂直材の揺れを許容してしまう。   However, this only pulls the column base part to the base and has an effect of preventing the column from coming off, but does not actively resist the load applied by the horizontal force. Due to the above-mentioned fixing structure that fixes the metal fitting fixed to the side of the pillar to the upper end of the bolt extending from the foundation at a position spaced from the upper surface of the foundation, a load more than that supported by the joint or joint hardware is applied. In such a case, the vertical member is allowed to swing.

このような点について、特許文献1では、水平力が作用したときに荷重が偏って、柱と土台の接合部が強度上の弱点となるという問題点を指摘し、特許文献1では、そのようなことがないように、柱の中心軸に接合用鉄筋(アンカーボルト)を挿入して接着剤で固定する発明を開示している。   With regard to such points, Patent Document 1 points out the problem that the load is biased when a horizontal force is applied, and the joint between the column and the base becomes a weak point in strength. In order to prevent this, an invention is disclosed in which a reinforcing bar (anchor bolt) is inserted into the central axis of a column and fixed with an adhesive.

特開平9−100576号公報Japanese Patent Laid-Open No. 9-100576

ところが、特許文献1の発明では、柱脚部をその中心で保持するだけで、ホールダウン金物のように引き寄せる力は発揮できない。そのうえ、水平力が作用したときに、かかる荷重に積極的に抗する力は接合用鉄筋部分のみで支えることになり、柱等へのめり込みが考えられ、十分な耐力は得られない。また、接合用鉄筋を柱の中心に通すので、柱と梁などを接合金物で接合する箇所には、互いに干渉してしまうため使用できないという問題も有する。   However, in the invention of Patent Document 1, the force of pulling down like a hole-down hardware cannot be exhibited only by holding the column base at its center. In addition, when a horizontal force is applied, the force that positively resists this load is supported only by the reinforcing bar portion for joining, and it is considered that it is embedded in a column or the like, so that sufficient proof stress cannot be obtained. In addition, since the joining rebar is passed through the center of the column, there is a problem that it cannot be used at a place where the column and the beam are joined with the joint hardware because they interfere with each other.

そこで、この発明は、引抜にも水平力にも抗することができるようにするとともに、耐力壁を生かして総合的に強度の向上を図れるようにすることを主な課題とする。   Accordingly, the main object of the present invention is to be able to resist both pulling out and horizontal force and to improve the strength comprehensively by making use of the bearing wall.

そのための手段は、建築物の躯体を構成する垂直材と水平材の接合状態を補強する建築用補強金物であって、前記垂直材に固定される固定金具と、前記水平材に固定される固定金具が設けられるとともに、これら固定金具が、少なくとも引張耐力を有する耐力部材で連結された建築用補強金物である。   Means therefor are a reinforcing metal fitting for construction that reinforces the joining state of the vertical member and the horizontal member constituting the frame of the building, the fixing fitting fixed to the vertical member, and the fixing fixed to the horizontal member. While the metal fittings are provided, these fixed metal fittings are reinforcing metal fittings for construction connected by a force-bearing member having at least a tensile strength.

この構成では、相互に接合される垂直材と水平材に固定された固定金具が、垂直材または水平材上での位置を確保し、水平力が作用したときには固定金具間を連結する耐力部材が、少なくとも引張に対して抵抗する。特に耐力部材が斜めに延びるように固定すれば、筋かいのような作用をして、水平力によって作用する荷重をより積極的に支える。   In this configuration, the fixing member fixed to the vertical member and the horizontal member joined to each other secures the position on the vertical member or the horizontal member, and when the horizontal force is applied, the strength member for connecting the fixing member is provided. At least resists tension. In particular, if the load bearing member is fixed so as to extend diagonally, it acts like a brace and more actively supports the load acting on the horizontal force.

この発明によれば、垂直材、水平材にそれぞれ固定される固定金具が耐力部材で連結されているので、引抜にはもちろんのこと、水平力が作用して仕口や接合金物で支持する以上の荷重がかかった場合でも、荷重にも抵抗し得る補強構造が得られる。そして、建築用補強金物を耐力壁と関係付けて固定することにより、耐力壁の剛性を活用して建築物全体に剛性の系をつくることができ、建築物の総合的な強度の向上を図ることができる。   According to the present invention, since the fixing brackets fixed to the vertical member and the horizontal member are connected by the strength members, the pulling of course, the horizontal force acts and the support is supported by the joint or the joint hardware. Even when the load is applied, a reinforcing structure capable of resisting the load is obtained. And, by fixing the building reinforcement hardware in relation to the bearing wall, it is possible to create a rigid system for the entire building by utilizing the rigidity of the bearing wall, and to improve the overall strength of the building be able to.

建築用補強金物を用いた躯体構造の斜視図。The perspective view of the frame structure using the reinforcement hardware for construction. 図1に示した躯体構造の正面図。The front view of the housing structure shown in FIG. 図1に示した躯体構造の側面図。The side view of the housing structure shown in FIG. 図1の一部を示す拡大斜視図。FIG. 2 is an enlarged perspective view showing a part of FIG. 1. 図1の一部を示す拡大正面図。The enlarged front view which shows a part of FIG. 図4、図5に示した建築用補強金物の正面図。The front view of the reinforcement metal fitting for construction shown in Drawing 4 and Drawing 5. 建築用補強金物の使用状態を示す正面図。The front view which shows the use condition of the reinforcement hardware for construction. 他の例に係る建築用補強金物の正面図。The front view of the reinforcement metal fitting for buildings concerning other examples. 他の例に係る建築用補強金物の正面図。The front view of the reinforcement metal fitting for buildings concerning other examples. 他の例に係る建築用補強金物の正面図と側面図。The front view and side view of the reinforcement metal fitting for construction which concern on another example. 他の例に係る建築用補強金物の正面図。The front view of the reinforcement metal fitting for buildings concerning other examples. 他の例に係る建築用補強金物の正面図と側面図。The front view and side view of the reinforcement metal fitting for construction which concern on another example. 他の例に係る建築用補強金物の正面図。The front view of the reinforcement metal fitting for buildings concerning other examples. 他の例に係る建築用補強金物の固定状態を示す一部破断正面図。The partially broken front view which shows the fixed state of the reinforcement metal fitting for construction which concerns on another example. 図14の建築用補強金物の固定金具の斜視図。The perspective view of the fixing metal fitting of the reinforcement metal fitting for structures of FIG. 他の例に係る建築用補強金物の固定状態を示す一部破断正面図。The partially broken front view which shows the fixed state of the reinforcement metal fitting for construction which concerns on another example. 他の例に係る建築用補強金物の固定状態を示す一部破断正面図。The partially broken front view which shows the fixed state of the reinforcement metal fitting for construction which concerns on another example. 他の例に係る建築用補強金物の固定状態を示す一部破断正面図。The partially broken front view which shows the fixed state of the reinforcement metal fitting for construction which concerns on another example. 他の例に係る建築用補強金物の固定金具の斜視図と断面図。The perspective view and sectional drawing of the fixing metal fitting of the reinforcement metal fitting for construction concerning other examples. 図19の建築用補強金物の固定状態を示す正面図。The front view which shows the fixed state of the reinforcement metal fitting for structures of FIG. 他の例に係る建築用補強金物の要部を示す正面図。The front view which shows the principal part of the reinforcement metal fitting for buildings which concerns on another example. 他の例に係る建築用補強金物の固定金具を示す説明図。Explanatory drawing which shows the fixture of the reinforcement metal fitting for construction which concerns on another example. 図22の固定金具を有する建築用補強金物の固定状態を示す一部破断正面図。The partially broken front view which shows the fixed state of the reinforcement metal fitting for construction which has the fixing metal fitting of FIG. 他の例に係る建築用補強金物の固定金具を示す説明図。Explanatory drawing which shows the fixture of the reinforcement metal fitting for construction which concerns on another example.

この発明を実施するための一形態を、以下図面を用いて説明する。
図1は、建築物としての木造軸組構造11の斜視図であり、図2はその木造軸組構造11の正面図、図3の側面図である。これらの図に示すように、躯体を構成する柱等の垂直材12と梁等の水平材13が、これらの接合状態を補強する複数の建築用補強金物21(以下、「補強金物」という。)で結合されている。
An embodiment for carrying out the present invention will be described below with reference to the drawings.
FIG. 1 is a perspective view of a wooden frame structure 11 as a building, and FIG. 2 is a front view of the wooden frame structure 11 and a side view of FIG. As shown in these drawings, a vertical member 12 such as a column and a horizontal member 13 such as a beam constituting the frame are referred to as a plurality of building reinforcing hardwares 21 (hereinafter referred to as “reinforcing hardware”) that reinforce their joining state. ).

この補強金物21は、前記垂直材12の側面に固定される固定金具22と、前記水平材13の上面または下面に固定される固定金具23と、これら固定金具22,23を連結する耐力部材24を有する。   The reinforcing hardware 21 includes a fixing bracket 22 that is fixed to the side surface of the vertical member 12, a fixing bracket 23 that is fixed to the upper surface or the lower surface of the horizontal member 13, and a load-bearing member 24 that connects the fixing brackets 22 and 23. Have

図1〜図3に示した複数の補強金物21は、取り付ける箇所に応じて具体的な構成態様を変化さて用いられる一例を示したものである。   The plurality of reinforcing hardwares 21 shown in FIGS. 1 to 3 show an example in which a specific configuration is changed according to a place to be attached.

その複数形態の補強金物21のうちの一つ(図1におけるA部分の補強金物)を図4、図5、図6に示す。これらを用いて補強金物21の構成を説明する。   One of the plural types of reinforcement hardware 21 (reinforcement hardware of portion A in FIG. 1) is shown in FIG. 4, FIG. 5, and FIG. The configuration of the reinforcing hardware 21 will be described using these.

この補助金物21は、垂直材12としての管柱12aの柱脚部と、管柱12aを支持する水平材13としての梁材13aとの接合部分の直角をなす部分を斜めに連結するように構成したもので、垂直材12と水平材13で囲まれた方形状の空間に嵌め込まれた耐力壁構成パネル51の上から固定するのに用いられる。   The auxiliary hardware 21 obliquely connects a portion forming a right angle of a joint portion between the column base portion of the tube column 12a as the vertical member 12 and the beam member 13a as the horizontal member 13 supporting the tube column 12a. It is configured, and is used for fixing from above the load bearing wall constituting panel 51 fitted in a rectangular space surrounded by the vertical member 12 and the horizontal member 13.

垂直材12に固定される固定金具22も水平材13に固定される固定金具23も、断面コ字状に形成されており、相対向する2つの対向片の間に、相対回転可能な回転軸25が備えられている。   Both the fixing bracket 22 fixed to the vertical member 12 and the fixing bracket 23 fixed to the horizontal member 13 are formed in a U-shaped cross section, and a rotation shaft capable of relative rotation between two opposing pieces facing each other. 25 is provided.

そして、垂直材12に固定される固定金具22においては、前記2つの対向片26を連結する連結片27を固定箇所に面接触する固定面とし、連結片27には複数の固定孔27aが形成されている。固定孔27aは、固定のための締結具28を挿通する部分である。締結具28には、周知のボルトナットを用いるとよいが、図6に示したように異形鉄筋の両端部に雄ねじを形成した締結軸材28aとナット28bを用いるとよい。締結具28の長さは、垂直材12の反対側の面においてナット28bで固定できる長さに設定される(図5参照)。   In the fixing bracket 22 fixed to the vertical member 12, the connecting piece 27 that connects the two facing pieces 26 is a fixing surface that comes into surface contact with the fixing portion, and a plurality of fixing holes 27 a are formed in the connecting piece 27. Has been. The fixing hole 27a is a part through which the fastener 28 for fixing is inserted. For the fastener 28, a well-known bolt and nut may be used, but as shown in FIG. 6, a fastening shaft member 28a and a nut 28b in which male screws are formed at both ends of the deformed reinforcing bar may be used. The length of the fastener 28 is set to a length that can be fixed by the nut 28b on the opposite surface of the vertical member 12 (see FIG. 5).

一方、水平材13に固定される固定金具23においては、前記連結片27に、締結具28を通す固定孔27aが設けられるとともに、水平材13に対する固定金具23の角度を変更可能にする自在座金手段31が設けられている。   On the other hand, in the fixing bracket 23 fixed to the horizontal member 13, the connecting piece 27 is provided with a fixing hole 27 a through which the fastener 28 is passed, and a universal washer that allows the angle of the fixing bracket 23 to the horizontal member 13 to be changed. Means 31 are provided.

この自在座金手段31は、連結片27の内側面と外側面に設けられた半球状の球面を有する球面座金32と、この球面座金32の球面上を摺動する環状の摺動環33で構成される。球面座金32は金属板を一方に棒出するようにプレス成形して構成される。球面座金32の頂部には貫通孔(図示せず)が形成されている。この貫通孔は前記締結具28を通す大きさよりも大きいルーズホールで構成する。このようにルーズホールとすることは、この球面座金32を保持する連結片27の固定孔27aも同様である。   The universal washer means 31 includes a spherical washer 32 having a hemispherical spherical surface provided on the inner and outer surfaces of the connecting piece 27 and an annular sliding ring 33 that slides on the spherical surface of the spherical washer 32. Is done. The spherical washer 32 is configured by press molding so that a metal plate sticks out to one side. A through hole (not shown) is formed at the top of the spherical washer 32. The through hole is formed by a loose hole larger than the size through which the fastener 28 is passed. Such a loose hole is also applied to the fixing hole 27a of the connecting piece 27 that holds the spherical washer 32.

前記摺動環33のうち連結片27の内側に備えられるものの上には、締結具28の一端が保持され、連結片27の外側に備えられるものの下には、周知の座金34が保持される。これによって連結片27は水平材13に対して直接面接触することはないが、前記座金34を介して間接的に面接触することになる。   One end of the fastener 28 is held on the sliding ring 33 provided on the inner side of the connecting piece 27, and a known washer 34 is held on the lower side of the sliding ring 33 provided on the outer side of the connecting piece 27. . As a result, the connecting piece 27 does not come into direct surface contact with the horizontal member 13, but indirectly comes into surface contact with the washer 34.

前記締結具28には、前述と同様に、周知のボルトナットを用いることができるが、前記締結軸28aとナット28bを用いてもよい。この場合、締結具28の一端を保持するためには、図6に破線で示しているようにロックナットを用いて、強度を確保するとよい。また締結具28の長さは、水平材13の反対側の面においてナット28bで固定できる長さに設定される(図5参照)。   For the fastener 28, a well-known bolt and nut can be used as described above, but the fastening shaft 28a and the nut 28b may be used. In this case, in order to hold one end of the fastener 28, it is preferable to secure the strength by using a lock nut as shown by a broken line in FIG. The length of the fastener 28 is set to a length that can be fixed by the nut 28b on the opposite surface of the horizontal member 13 (see FIG. 5).

このような自在座金手段31を有すると、締結具28によって連結片27に一体化された状態で、固定金具23と締結具28のなす角度を変えることができる。   When the universal washer means 31 is provided, the angle formed by the fixing bracket 23 and the fastener 28 can be changed in a state where the universal washer means 31 is integrated with the connecting piece 27 by the fastener 28.

前記耐力部材24は、少なくとも引張耐力を有するように鋼材からなる棒状体で構成され、両端部が前記回転軸25に保持される。保持は、回転軸を貫通した端部の雄ねじにナット35を螺合して行うとよい。この耐力部材には既存の適宜の部材を用いることができるが、図6に示したように、異形鉄筋の両端に雄ねじを形成したものを用いてもよい。   The load bearing member 24 is formed of a rod-shaped body made of steel so as to have at least tensile strength, and both ends are held by the rotary shaft 25. The holding may be performed by screwing the nut 35 into the male screw at the end passing through the rotating shaft. An appropriate existing member can be used as the load bearing member, but as shown in FIG. 6, a member in which male threads are formed at both ends of the deformed reinforcing bar may be used.

前記耐力部材24と、この耐力部材24の端部を保持する回転軸25が、固定金具22,23に対する耐力部材24の角度を変更可能にする角度変更手段36である。   The load bearing member 24 and the rotating shaft 25 that holds the end of the load bearing member 24 are angle changing means 36 that can change the angle of the load bearing member 24 with respect to the fixtures 22 and 23.

この角度変更手段36と前記自在座金手段31を備えるので、耐力部材24を垂直材12や水平材13に対して斜めにして図5のごとく補強金物21を装着した場合、水平材13に対して固定される固定金具23は2箇所で角度が変わることになる。   Since the angle changing means 36 and the universal washer means 31 are provided, when the reinforcement member 21 is mounted as shown in FIG. The angle of the fixture 23 to be fixed changes at two locations.

ここで、前記耐力壁構成パネル51について説明する。耐力壁構成パネル51は、垂直材12と水平材13で囲まれた空間の少なくとも四隅部分に取り付けられることで耐力壁15を構成するためのパネルで、相互に接合する垂直材12と水平材13で囲まれた空間における垂直材12と水平材13の内側面に面接触させる面材52と、この面材52の表裏両面に固定されるとともに垂直材12と水平材13の内側面に面接触する挟持枠材53を備えている。   Here, the load-bearing wall constituting panel 51 will be described. The bearing wall constituting panel 51 is a panel for constituting the bearing wall 15 by being attached to at least four corners of the space surrounded by the vertical member 12 and the horizontal member 13, and the vertical member 12 and the horizontal member 13 which are joined to each other. The surface material 52 is brought into surface contact with the inner surface of the vertical material 12 and the horizontal material 13 in the space surrounded by the surface, and is fixed to both the front and back surfaces of the surface material 52 and is in surface contact with the inner surface of the vertical material 12 and the horizontal material 13. The holding frame material 53 is provided.

前記面材52は、前記空間の高さ方向に並ぶように配設される3枚の面材担体52aで構成され、これら面材担体52aの間には、垂直材12や水平材13の幅と同一幅の介装材54が介装される。介装材54の上下両面には面材担体52aの対応部分を嵌め込む嵌め込み溝54aが形成されている。   The face material 52 is composed of three face material carriers 52a arranged so as to be aligned in the height direction of the space, and the width of the vertical material 12 and the horizontal material 13 is between these face material carriers 52a. An intervening material 54 having the same width is interposed. Insertion grooves 54 a into which corresponding portions of the face material carrier 52 a are fitted are formed on both upper and lower surfaces of the interposing material 54.

また面材担体52の幅方向の中間位置には、面材担体52aの表裏両面に固定されるとともに上下方向に延びる挟持縦桟材55が固定されている。この挟持縦桟材55と前記挟持枠材53は、外側の面が垂直材12や水平材13の面と面一になるように設定されている。   Further, sandwiching vertical bars 55 that are fixed to both the front and back surfaces of the face material carrier 52a and extend in the vertical direction are fixed at intermediate positions in the width direction of the face material carrier 52. The sandwiching vertical beam member 55 and the sandwiching frame member 53 are set so that the outer surfaces thereof are flush with the surfaces of the vertical member 12 and the horizontal member 13.

この耐力壁構成パネル51は釘を用いて固定される。また、予め1枚のパネルに構成しておくこともできるが、リフォームや補強工事に際しては、前記介装材54部分で面材担体52aごとに分割された3つの部材と、前記挟持材53に分離した状態としておき、これらを現場で組立ながら嵌め込んで、耐力壁15を構成することもできる。   The load bearing wall constituting panel 51 is fixed using nails. In addition, although it can be configured as a single panel in advance, during the renovation and reinforcement work, three members divided for each face material carrier 52a in the interposition material 54 portion, and the sandwiching material 53 It is possible to configure the bearing wall 15 by separating them and fitting them while assembling at the site.

このような耐力壁構成パネル51の上から固定するので、前記補強金物21における固定金具22,23の連結片27の幅は、前記挟持枠材53の幅と同等に設定されている。   Since the bearing wall constituting panel 51 is fixed from above, the width of the connecting piece 27 of the fixing brackets 22 and 23 in the reinforcing hardware 21 is set to be equal to the width of the holding frame member 53.

以上のように構成された補強金物21は、躯体にかかる荷重を考慮して躯体における適宜位置に取り付ける。新築の場合はもちろんのこと、リフォームする場合や、補強工事をする場合にも使用できる。   The reinforcing hardware 21 configured as described above is attached at an appropriate position in the casing in consideration of the load applied to the casing. It can be used not only for new construction but also for renovation or reinforcement work.

取り付けは、前記躯体における例えば耐力壁15に連続している垂直材12または水平材13に、一方の固定金具22,23を固定するようにして行うとよい。固定位置は耐力壁15に近いほうが好ましく、荷重を支え、分散できる部位に適宜固定される。   The attachment is preferably performed by fixing one of the fixing brackets 22 and 23 to the vertical member 12 or the horizontal member 13 that is continuous with the load bearing wall 15 in the housing. The fixing position is preferably close to the load-bearing wall 15 and is appropriately fixed to a portion capable of supporting and dispersing the load.

図4、図5、図6の補強金物21では、耐力壁15を構成する部分に耐力壁構成パネル51を固定したのち、垂直材12と水平材13と耐力壁15に形成された貫通孔16(図5参照)に補強金物21における固定金具22,23の締結具28を挿通して緊結する。この結合は、双方の固定金具22,23共に、垂直材12と水平材13の接合部分からそれぞれの材の長手方向に沿って離れた位置で行われる。   4, 5, and 6, the load bearing wall constituting panel 51 is fixed to a portion constituting the bearing wall 15, and then the through hole 16 formed in the vertical member 12, the horizontal member 13, and the bearing wall 15. The fasteners 28 of the fixing brackets 22 and 23 in the reinforcing hardware 21 are inserted and tightened (see FIG. 5). This coupling is performed at a position away from the joining portion of the vertical member 12 and the horizontal member 13 along the longitudinal direction of each member.

このとき、水平材13に固定する固定金具23には自在座金手段31と角度変更手段36を備えているので、固定金具23を耐力部材24の長手方向に向けた状態で固定できる。しかも、自在座金手段31がナット28aの締め付けによって水平材13に対して緊結されるので、固定状態を強力に維持できる。   At this time, since the fixing bracket 23 fixed to the horizontal member 13 is provided with the universal washer means 31 and the angle changing means 36, the fixing bracket 23 can be fixed in a state in which it is directed in the longitudinal direction of the load bearing member 24. Moreover, since the universal washer means 31 is fastened to the horizontal member 13 by tightening the nut 28a, the fixed state can be maintained strongly.

このため、耐力部材24が引き抜き防止のほか、筋かいの作用もすることになり、水平力が作用したときにかかる引張荷重に対して、強く対抗できる。   For this reason, in addition to preventing the pull-out member 24 from pulling out, it also acts as a brace, which can strongly counter the tensile load applied when a horizontal force is applied.

しかも、2個の固定金具22,23はそれぞれ垂直材12又は水平材13に固定されており、これによって耐力部材24の両端の位置が強く規制され、垂直材12と水平材13の位置関係も保持される。このため耐力部材24に引張荷重がかかっても、垂直材12と水平材が開くのを積極的に阻止できる。   In addition, the two fixing brackets 22 and 23 are respectively fixed to the vertical member 12 or the horizontal member 13, whereby the positions of both ends of the load-bearing member 24 are strongly restricted, and the positional relationship between the vertical member 12 and the horizontal member 13 is also determined. Retained. For this reason, even if a tensile load is applied to the load bearing member 24, the vertical member 12 and the horizontal member can be actively prevented from opening.

また、固定金具23の固定は垂直材12と水平材13の接合箇所から離れた位置に行われるので、垂直材12と水平材13の接合が仕口で行われている場合でも脆弱性の招来を防いで、接合力を維持できる。垂直材12と水平材13の接合が接合金物で行われている場合には接合金物との干渉を防いで、接合金物による強固な接合と補強金物による確かな補強の両立を図ることができる。   In addition, since the fixing bracket 23 is fixed at a position away from the joint between the vertical member 12 and the horizontal member 13, even when the vertical member 12 and the horizontal member 13 are joined to each other at the joint, the vulnerability is caused. Can be maintained and the bonding force can be maintained. When the vertical member 12 and the horizontal member 13 are joined with a joint metal, interference with the joint metal can be prevented, and both strong joining with the joint metal and reliable reinforcement with the reinforcement metal can be achieved.

補強金物21は耐力壁15を構成している垂直材12や水平材13に対して固定されるので、荷重を分散するとともに、耐力壁15の有する剛性を他の部位に付与して、耐力壁15と補強金物21の配置によって、システム化を図り、躯体全体としての強度を高めることができる。この結果、耐震性の高い長期優良の住宅などを得られる。   Since the reinforcing hardware 21 is fixed to the vertical member 12 and the horizontal member 13 constituting the bearing wall 15, the load is distributed and the rigidity of the bearing wall 15 is given to other parts to provide the bearing wall. With the arrangement of 15 and the reinforcing hardware 21, systemization can be achieved and the strength of the entire frame can be increased. As a result, it is possible to obtain a long-term excellent house with high earthquake resistance.

このため、耐力壁15を前述のような高剛性の耐力壁構成パネルで構成せずに、それよりも強度の低い図7に示したような筋かい56で構成してもよい。また、垂直材12と水平材13の接合も、仕口で構成しても、躯体全体としての強度を得ることが可能になる。   For this reason, the bearing wall 15 may be configured by the brace 56 as shown in FIG. 7 having a lower strength than the above-described high-rigidity bearing wall constituting panel. Moreover, even if it joins the vertical material 12 and the horizontal material 13 also by a joint, it becomes possible to obtain the intensity | strength as the whole housing.

なお、補強金物21を前述のような耐力壁15の上から固定しない場合には、垂直材12や水平材13の幅方向の中心に結合するとよく、その場合には固定金具22,23の連結片27の幅を大きくすることができる。   In the case where the reinforcing hardware 21 is not fixed from above the load bearing wall 15, it may be coupled to the center in the width direction of the vertical member 12 or horizontal member 13. The width of the piece 27 can be increased.

また、引張荷重のみではなく、圧縮荷重にも抵抗するようにするためには、前記耐力部材24の端部に対して回転軸25を挟むようにナット35を固定するとよい。   In order to resist not only the tensile load but also the compressive load, the nut 35 may be fixed so as to sandwich the rotating shaft 25 with respect to the end of the load bearing member 24.

以下、補強金物21の他の例について説明する。この説明において、先の構成と同一または同等の部位については同一の符号を付してその詳しい説明を省略する。   Hereinafter, another example of the reinforcing hardware 21 will be described. In this description, parts that are the same as or equivalent to the previous configuration are given the same reference numerals, and detailed descriptions thereof are omitted.

図8に示した補強金物21は、4個の固定金具22,23を備えた例であり、垂直材12の下部と上部を一緒に水平材13に固定するときに好適に使用できるものである(図1におけるB部分参照)。   The reinforcing hardware 21 shown in FIG. 8 is an example provided with four fixing brackets 22 and 23, and can be suitably used when the lower part and the upper part of the vertical member 12 are fixed to the horizontal member 13 together. (See part B in FIG. 1).

すなわち、垂直材12に対して固定する2個の固定金具22と、これらの回転軸25に一端部がそれぞれ保持される2本の耐力部材24と、これら耐力部材24の他端部を回転軸25に固定する2個の固定金具23と、これら固定金具23の自在座金手段31同士を連結する締結具28を備える。   That is, two fixing brackets 22 fixed to the vertical member 12, two load bearing members 24 each having one end held by these rotating shafts 25, and the other ends of these load bearing members 24 are connected to the rotating shaft. 25, two fixing brackets 23 to be fixed to 25, and a fastener 28 for connecting the universal washer means 31 of these fixing brackets 23 to each other.

このように構成された補強金物21では、垂直部材12の脚部のほかに頭部も同時に補強でき、図1のB部分のように耐力壁15の剛性をその上方に位置する垂直材12にも作用させるのに好適である。   In the reinforcing hardware 21 configured as described above, the head can be reinforced at the same time as the legs of the vertical member 12, and the rigidity of the load bearing wall 15 is increased to the vertical member 12 positioned above the same as the portion B in FIG. Is also suitable to act.

図9に示した補強金物21は、前記自在座金手段31を省略した例である。自在座金31を有しないものの、前記角度変更手段36を有するので、垂直材12や水平材13に形成した貫通孔16の位置にずれがあっても対応できる。また水平材13に固定される固定金具23の固定位置が垂直材12に近いものの、例えば垂直材12と水平材13の接合に接合金物を用いていない場合に、図1のC部分に示したように好適に使用して、少なくとも引張に対して対抗できる耐力が得られる。   9 is an example in which the universal washer means 31 is omitted. Although the universal washer 31 is not provided, the angle changing means 36 is provided, so that even if the position of the through hole 16 formed in the vertical member 12 or the horizontal member 13 is shifted, it can be dealt with. In addition, although the fixing position of the fixing bracket 23 fixed to the horizontal member 13 is close to the vertical member 12, for example, when a joining metal is not used for joining the vertical member 12 and the horizontal member 13, the portion C is shown in FIG. When used suitably, a yield strength capable of resisting at least tension is obtained.

この場合も、図8に示した補強金物21のように4個の固定金具を用いて構成すると、図1のD部分に示したように、水平材13の上下に位置する垂直材12を水平材13と一体にしつつ垂直材12同士の一体性を高めることができ、引張荷重や圧縮荷重に対する耐力を高めることが可能となる。   In this case as well, when the four fixing brackets are used as in the reinforcing hardware 21 shown in FIG. 8, the vertical members 12 positioned above and below the horizontal member 13 are horizontally arranged as shown in the D part of FIG. The integrity of the vertical members 12 can be enhanced while being integrated with the member 13, and the proof stress against a tensile load or a compressive load can be increased.

図10(a)に示した補強金物21は、前記耐力部材24を棒状体ではなく、細長い板材で構成した例である。板材からなる耐力部材24は、図10(b)に示したように、前記回転軸25上にスペーサ37を介して2枚平行に備えられる。   The reinforcing hardware 21 shown in FIG. 10A is an example in which the load-bearing member 24 is formed of an elongated plate material instead of a rod-shaped body. As shown in FIG. 10B, the two load bearing members 24 made of a plate material are provided in parallel on the rotating shaft 25 via spacers 37.

この補強金物21では、前記異形鉄筋からなる耐力部材24を備えた補強金物21と同様の作用効果を発揮する。特に、耐力部材24が板材で構成され、両端部が回転軸25に回転可能に保持されているので、別途にナットを固定せずとも、引張荷重と圧縮荷重に対する耐力を有することになる。   The reinforcement hardware 21 exhibits the same effects as the reinforcement hardware 21 provided with the load-bearing member 24 made of the deformed reinforcing bar. In particular, since the load bearing member 24 is made of a plate material and both ends are rotatably held by the rotating shaft 25, the load bearing member 24 has a load bearing force against a tensile load and a compressive load without separately fixing a nut.

図11に示した補強金物21は、図10の補強金物21から自在座金手段31を省略した例である。図9の補強金物21と同様の作用効果が得られる。   The reinforcing metal piece 21 shown in FIG. 11 is an example in which the universal washer means 31 is omitted from the reinforcing metal piece 21 shown in FIG. The same effect as the reinforcing hardware 21 of FIG. 9 is obtained.

図12(a)に示した補強金物21は、前記耐力部材24を棒状体や板状体ではなく、ループ状のワイヤで構成した例である。すなわち、各固定金具22,23の回転軸25にワイヤからなる耐力部材24が掛けられている。耐力部材24の太さが回転軸25の幅に比して細い場合には、図11(b)に示したように耐力部材24の両側にスペーサ37を保持しておく。   The reinforcement hardware 21 shown in FIG. 12A is an example in which the load bearing member 24 is formed of a loop-shaped wire instead of a rod-shaped body or a plate-shaped body. That is, the load bearing member 24 made of a wire is hung on the rotating shaft 25 of each of the fixing brackets 22 and 23. When the thickness of the load bearing member 24 is smaller than the width of the rotary shaft 25, spacers 37 are held on both sides of the load bearing member 24 as shown in FIG.

この補強金物21では、耐力部材24が引張荷重に対して強力に対向し、前記異形鉄筋からなる耐力部材24を備えた補強金物と同様の作用効果を発揮する。また耐力部材24はワイヤであるので垂直材12や水平材13の貫通孔16の位置ずれにも柔軟に対応できる。   In this reinforcement metal 21, the strength member 24 strongly opposes the tensile load, and the same effect as the reinforcement hardware provided with the strength member 24 made of the deformed reinforcing bar is exhibited. Further, since the load bearing member 24 is a wire, it can flexibly cope with a positional shift of the through holes 16 of the vertical member 12 and the horizontal member 13.

図13の補強金物21は、図12の補強金物21から自在座金手段31を省略した例である。図12の補強金物21と同様の作用効果が得られる。   13 is an example in which the universal washer means 31 is omitted from the reinforcement hardware 21 of FIG. The same effect as the reinforcing hardware 21 of FIG. 12 is obtained.

図14に示した補強金物21は、固定金具22,23が正面視正三角形状に形成された例である。すなわち、垂直材12または水平材13に接触する固定片41と、耐力部材24の一端部を結合する結合片42と、これら固定片41と結合片42を連結する連結片43を有する。各片41,42,43の幅や長さは、取り付ける場所の大きさ等に合わせて適宜設定される。   The reinforcing hardware 21 shown in FIG. 14 is an example in which the fixtures 22 and 23 are formed in a regular triangular shape in front view. That is, it has a fixed piece 41 that contacts the vertical member 12 or the horizontal member 13, a connecting piece 42 that connects one end of the load bearing member 24, and a connecting piece 43 that connects the fixed piece 41 and the connecting piece 42. The width and length of each piece 41, 42, 43 are appropriately set according to the size of the place to be attached.

各片41,42,43同士の結合部分には、補強のために補強片44が備えられている。図15(a)は、各片41,42,43の幅方向の両面を塞ぐように補強片44を装着した例で、図15(b)は、各片41,42,43を橋渡しするように補強片44を装着した例である。   A reinforcing piece 44 is provided at a joint portion between the pieces 41, 42, and 43 for reinforcement. FIG. 15A shows an example in which the reinforcing pieces 44 are mounted so as to block both sides in the width direction of the pieces 41, 42, and 43. FIG. 15B shows that the pieces 41, 42, and 43 are bridged. This is an example in which a reinforcing piece 44 is mounted.

前記固定片41には、締結具28を挿通する固定孔41aが形成され、前記結合片42には、耐力部材24を通す貫通孔42aが形成されている。この貫通孔42aは、耐力部材24の太さに比して大きめに設定される。これは、角度変更手段36を備えるためである。   The fixing piece 41 is formed with a fixing hole 41 a through which the fastener 28 is inserted, and the coupling piece 42 is formed with a through hole 42 a through which the strength member 24 is passed. The through hole 42 a is set to be larger than the thickness of the load bearing member 24. This is because the angle changing means 36 is provided.

この例における角度変更手段36は、結合片42の内側面に設けられた半球状の球面を有する球面座金45と、この球面座金45の球面上を摺動する環状の摺動環46で構成される。これら球面座金45と摺動環46は、前記自在座金手段31のそれらと同一の構造であり、球面座金45の頂部には貫通孔(図示せず)が形成されている。前記摺動環46の上には、締結具24の一端が保持される。締結具24には、前述と同様に、周知のボルトを用いることができるが、異形鉄筋かならなる棒状体を用いてもよい。   The angle changing means 36 in this example includes a spherical washer 45 having a hemispherical spherical surface provided on the inner surface of the coupling piece 42 and an annular sliding ring 46 that slides on the spherical surface of the spherical washer 45. The The spherical washer 45 and the sliding ring 46 have the same structure as those of the universal washer means 31, and a through hole (not shown) is formed at the top of the spherical washer 45. One end of the fastener 24 is held on the sliding ring 46. For the fastener 24, a well-known bolt can be used in the same manner as described above, but a rod-like body made of a deformed reinforcing bar may be used.

圧縮荷重にも対応できるようにするためには、結合片42の外側面にも球面座金45と摺動環46を備えるとよい。   In order to cope with a compressive load, it is preferable that a spherical washer 45 and a sliding ring 46 are provided on the outer surface of the coupling piece 42.

このような構成の補強金物21では、前述の補強金物21と同様の作用効果を達成する上に、垂直材12に固定する固定金具22も、水平材13に固定する固定金具23も同一のものを使用できるので、使用が簡便であるとともに、製造コストを抑えることもできる。   In the reinforcing hardware 21 having such a configuration, the same effect as that of the above-described reinforcing hardware 21 is achieved, and the fixing bracket 22 fixed to the vertical member 12 and the fixing bracket 23 fixed to the horizontal member 13 are the same. Since it can be used, it is easy to use and the manufacturing cost can be reduced.

図示例では、固定金具22,23の固定位置が垂直材12と水平材13から等距離にあるので、耐力部材24は45度の角度をなしているが、前記角度変更手段36を備えているので、固定金具22,23の位置が変化すればそれに追従して耐力部材24の角度も変化可能であり、固定態様に応じて柔軟に対応できる。   In the illustrated example, since the fixing positions of the fixing brackets 22 and 23 are equidistant from the vertical member 12 and the horizontal member 13, the load bearing member 24 forms an angle of 45 degrees, but includes the angle changing means 36. Therefore, if the positions of the fixing brackets 22 and 23 are changed, the angle of the load bearing member 24 can be changed following the change, and can be flexibly handled according to the fixing mode.

また、固定金具22,23は正面視三角形状であるゆえに、強度が高く、使用する材料の量を抑えることもできる。   In addition, since the fixing brackets 22 and 23 are triangular in front view, the strength is high and the amount of material used can be suppressed.

図示を省略するが、固定金具22,23の固定は、浅く座彫りした部分に行ってもよい。   Although not shown, the fixing brackets 22 and 23 may be fixed to a shallowly carved portion.

図16は、図14の補強金物21の他の例を示している。これは、固定金具22,23を4個備え、2個の固定金具22,23を1本の耐力部材24で連結したものを2組備えて、水平材13に固定される固定金具23同士を締結具28で連結して構成する例である。   FIG. 16 shows another example of the reinforcing hardware 21 shown in FIG. This includes four fixing brackets 22, 23, two sets of two fixing brackets 22, 23 connected by one load bearing member 24, and fixing brackets 23 fixed to the horizontal member 13. This is an example in which the fasteners are connected and configured.

このように構成された補強金物21では、垂直部材12の脚部のほか、頭部も同時に補強できるので、図1のB部分のように耐力壁15の剛性をその上方に位置する垂直材12にも作用させるのに好適である。   In the reinforcing hardware 21 configured in this way, the head portion as well as the leg portion of the vertical member 12 can be reinforced at the same time, so that the rigidity of the load bearing wall 15 is positioned above the vertical member 12 as shown in B portion of FIG. It is also suitable for making it act.

さらに、図17に示したように、垂直材12と水平材13の接合部分を取り囲むように固定できる補強金物21とすることもできる。   Furthermore, as shown in FIG. 17, it can also be set as the reinforcement metal object 21 which can be fixed so that the junction part of the vertical material 12 and the horizontal material 13 may be surrounded.

図18は、正三角形状の固定金具22,23を用いた補強金物21の他の例を示し、締結具として、円柱状をなして両端に雌ねじ28cを有したコアピン28dを用いた例である。コアピン28dの雌ねじ28cにはボルト28eが螺合され、これによって、固定金具22,23や垂直材12、水平材13への固定状態が保持される。   FIG. 18 shows another example of the reinforcing hardware 21 using equilateral triangle-shaped fixing brackets 22 and 23, and is an example in which a core pin 28d having a cylindrical shape and having female threads 28c at both ends is used as a fastener. . A bolt 28e is screwed into the female screw 28c of the core pin 28d, and thereby the fixed state to the fixing brackets 22, 23, the vertical member 12, and the horizontal member 13 is maintained.

この構成によっても、図14に示した補強金物21と同様の作用効果が得られるが、前記のようなコアピン28dを用いるため、コアピン28dの長手方向の中間部に設けた穴28fを他の部材の固定等に利用できて、躯体を構成する態様を広げることができる。   Even with this configuration, the same effect as that of the reinforcing hardware 21 shown in FIG. 14 can be obtained. However, since the core pin 28d as described above is used, the hole 28f provided in the intermediate portion in the longitudinal direction of the core pin 28d is formed by another member. The aspect which comprises a housing | casing can be expanded.

図19に示した固定金具22,23は、1枚の金属板を折曲して形成した例を示している。図19(a)は斜視図で、図19(b)は断面図である。すなわち、適宜幅の金属板を長手方向の中間部が正面視正三角形状を形成するように折り曲げるとともに、両端部が重合するようにプレス加工する。そして、固定片41と面一に延びる延設部47を備え、この延設部47と固定片41に締結具28を挿通する固定孔41a,47aが形成されている。そのほか、結合片42には前述の場合と同様に貫通孔42aが形成されている。   The fixing brackets 22 and 23 shown in FIG. 19 show an example in which a single metal plate is bent. FIG. 19A is a perspective view, and FIG. 19B is a cross-sectional view. That is, a metal plate having an appropriate width is bent so that the middle part in the longitudinal direction forms a regular triangle shape in front view, and is pressed so that both end parts overlap. The extending portion 47 extending flush with the fixing piece 41 is provided, and fixing holes 41 a and 47 a through which the fasteners 28 are inserted are formed in the extending portion 47 and the fixing piece 41. In addition, a through hole 42a is formed in the coupling piece 42 in the same manner as described above.

図20に示した固定金具22,23は、図14の補強金物21から角度変更手段36を省略した例であり、また図19のように固定片41と結合片42と連結片43の間の角度を60度にした正三角形状ではなく、正面視直角三角形状にした例である。この場合には、直角を挟む2つの片が取り付け向きによって共に結合片42として機能することになる。   The fixing brackets 22 and 23 shown in FIG. 20 are examples in which the angle changing means 36 is omitted from the reinforcing hardware 21 of FIG. 14, and between the fixing piece 41, the coupling piece 42, and the connecting piece 43 as shown in FIG. 19. This is an example in which the angle is not a regular triangle with an angle of 60 degrees, but a right-angled triangle in front view. In this case, the two pieces sandwiching the right angle both function as the coupling piece 42 depending on the mounting direction.

すなわち、固定片41とこれに連続する延設片47には、締結具28を挿通する固定孔41a,47aを備えるとともに、直角をなす2個の片(結合片42または連結片43)には、耐力部材24の端部を挿通する貫通孔41a,42aを備える。そして、結合片42または連結片43のうち、垂直材12または水平材13に固定されたときに垂直材12の固定金具22と水平材13の固定金具23との間で互いに対向する片が結合片42となり、他の片が連結片となる。固定金具22,23の向きを変えたときはこれらが逆転する。   That is, the fixing piece 41 and the extending piece 47 continuous thereto have fixing holes 41a and 47a through which the fasteners 28 are inserted, and two pieces (the coupling piece 42 or the connecting piece 43) that form a right angle are provided. The through holes 41 a and 42 a that pass through the end portions of the load bearing member 24 are provided. Of the connecting pieces 42 or the connecting pieces 43, the pieces facing each other between the fixing member 22 of the vertical member 12 and the fixing member 23 of the horizontal member 13 are combined when fixed to the vertical member 12 or the horizontal member 13. It becomes the piece 42, and another piece becomes a connection piece. When the directions of the fixing brackets 22 and 23 are changed, these are reversed.

このように構成された補強金物21では、対向する結合片42が平行になるように対向させて固定して用いられ、耐力部材24が30度、あるいは60度の角度で傾斜するように固定される。図20の固定態様において耐力部材24は30度の角度で斜材の機能を果たす。   In the reinforcing hardware 21 configured as described above, the opposing coupling pieces 42 are fixed so as to face each other in parallel, and the strength member 24 is fixed so as to be inclined at an angle of 30 degrees or 60 degrees. The 20, the load bearing member 24 functions as an oblique member at an angle of 30 degrees.

この構成によると、図14の補強金物21と同様の作用効果を達する上に、角度変更手段36が不要であるので、コストの低減を図れる。   According to this configuration, the same effect as that of the reinforcing hardware 21 of FIG. 14 can be achieved, and the angle changing means 36 is unnecessary, so that the cost can be reduced.

図21は、図20に示した固定金具22,23と同様に正面視直角三角形状に構成した補強金物21を示すが、2個の固定片41を長手方向の両端に突出させて開放された三角形状に構成した例である。   FIG. 21 shows the reinforcing hardware 21 configured in a right-angled triangular shape in the same manner as the fixing brackets 22 and 23 shown in FIG. 20, but the two fixing pieces 41 are opened by protruding at both ends in the longitudinal direction. It is an example configured in a triangular shape.

前述のいずれの補強金物21においても、強度を確保できるように、図示しないが、適宜の補強片を備えたり、リブを形成したりするとよい。   In any of the above-described reinforcement hardware 21, although not shown, it is preferable to provide appropriate reinforcement pieces or form ribs so as to ensure strength.

図22は、略三角錐形状に形成した固定金具の例を示し、図22(a)は平面図、図22(b)は底面図、図22(c)は正面図、図22(d)はA−A断面図、図23はその使用状態の一部断面正面図である。すなわち、正三角錐の4つの角部分を切除した形状であり、4つの面のいずれもが垂直材12または水平材13に面接触する固定片41にも、耐力部材24の一端部を結合する結合片42にも、これらを連結する連結片43にもなる構造である。各片には貫通孔48が形成され、前記と同様の締結具28や耐力部材24が接続される。各貫通孔48には、必要に応じてナット28bなどを予め保持しておく。図23の例では角度変更手段36を備えたものを示したが、これを省略することもできる。   22 shows an example of a fixing bracket formed in a substantially triangular pyramid shape, FIG. 22 (a) is a plan view, FIG. 22 (b) is a bottom view, FIG. 22 (c) is a front view, and FIG. FIG. 23 is a partial cross-sectional front view of the state of use. That is, it is a shape in which four corners of the regular triangular pyramid are cut out, and the four surfaces are coupled to one end portion of the load bearing member 24 to the fixing piece 41 whose surface is in contact with the vertical member 12 or the horizontal member 13. It is the structure which becomes both the piece 42 and the connection piece 43 which connects these. A through hole 48 is formed in each piece, and the fastener 28 and the strength member 24 similar to the above are connected. Each through-hole 48 holds a nut 28b or the like in advance as necessary. In the example of FIG. 23, the one provided with the angle changing means 36 is shown, but this may be omitted.

このような構成の固定金具22,23を用いた補助金物21では、前述と同様の作用効果を図ることができる上に、耐力部材24の一端部を連結する面が3面あるので、前記のような角度変更手段36を備えることで、耐力部材24の向きを360度いずれの方向にも向けることができて、適用範囲を拡大できる。また、三角錐形状であるため、固定金具22,23自体の強度も高く、例えば前記の補強片44を省略できる。   In the auxiliary hardware 21 using the fixing brackets 22 and 23 having such a configuration, the same function and effect as described above can be achieved, and there are three surfaces for connecting one end of the load bearing member 24. By providing such angle changing means 36, the direction of the load bearing member 24 can be directed to any direction of 360 degrees, and the application range can be expanded. Moreover, since it is a triangular pyramid shape, the strength of the fixing brackets 22 and 23 themselves is high, and for example, the reinforcing piece 44 can be omitted.

また、図24に示すように、固定金具22,23の複数の角部分を閉塞して、この閉塞片49にボルト等を挿通する貫通孔49aを形成すれば、さらに適用範囲や用途を拡大することができる。なお、図24(a)は底面図、図24(b)は断面図である。   Further, as shown in FIG. 24, if a plurality of corner portions of the fixing brackets 22 and 23 are closed and a through hole 49 a through which a bolt or the like is inserted is formed in the closing piece 49, the application range and application are further expanded. be able to. 24A is a bottom view and FIG. 24B is a cross-sectional view.

この発明の構成と、前述の一形態の構成との対応において、
この発明の挟持材は、前記挟持枠材53に対応するも、
この発明は前述の構成のみに限定されるものではなく、その他の構成を採用することができる。
In the correspondence between the configuration of the present invention and the configuration of the above-described embodiment,
The sandwiching material of the present invention corresponds to the sandwiching frame member 53,
The present invention is not limited to the above-described configuration, and other configurations can be adopted.

例えば、木造建築物のほか、鉄骨建築物に適用してもよい。   For example, the present invention may be applied to a steel building in addition to a wooden building.

前述の例では二階建ての建築物の構造を示したが、三階建て等であってもよい。特に木造の三階建て住宅では、前述の効果をより発揮でき、長期優良住宅耐震システムの構築に大いに貢献する。   In the above example, the structure of a two-story building is shown, but it may be a three-story building. Especially in wooden three-story houses, the above-mentioned effects can be demonstrated more and contribute greatly to the construction of long-term excellent house earthquake resistance system.

12…垂直材
13…水平材
15…耐力壁
21…補強金物
22,23…固定金具
24…耐力部材
36…角度変更手段
41…固定片
42…結合片
43…連結片
51…耐力壁構成パネル
52…面材
53…挟持枠材
DESCRIPTION OF SYMBOLS 12 ... Vertical material 13 ... Horizontal material 15 ... Bearing wall 21 ... Reinforcement hardware 22, 23 ... Fixing metal fitting 24 ... Strength member 36 ... Angle changing means 41 ... Fixed piece 42 ... Connection piece 43 ... Connection piece 51 ... Load-bearing wall structure panel 52 ... Face material 53 ... Holding frame material

Claims (5)

建築物の躯体を構成する垂直材と水平材の接合状態を補強する建築用補強金物であって、
前記垂直材に固定される固定金具と、前記水平材に固定される固定金具が設けられるとともに、
これら固定金具が、少なくとも引張耐力を有する耐力部材で連結された
建築用補強金物。
A reinforcing metal fitting for building that reinforces the joining state of the vertical and horizontal members constituting the building frame,
A fixing bracket fixed to the vertical member and a fixing bracket fixed to the horizontal member are provided,
Reinforcement hardware for construction in which these fixing brackets are connected by a strength member having at least a tensile strength.
前記耐力部材が、前記垂直材と水平材の間を斜めに延びるものである
請求項1に記載の建築用補強金物。
The reinforcement metal fitting for building according to claim 1, wherein the load bearing member extends obliquely between the vertical member and the horizontal member.
前記複数の固定金具のうちの少なくとも一方の前記耐力部材の端部に、前記固定金具に対する前記耐力部材の角度を変更可能にする角度変更手段が設けられた請求項1または請求項2に記載の建築用補強金物。   The angle changing means for changing an angle of the load bearing member with respect to the fixed fitting is provided at an end of the load bearing member of at least one of the plurality of fixtures. Reinforcement hardware for construction. 前記固定金具が、垂直材または水平材に接触する固定片と、前記耐力部材を結合する結合片と、これら固定片と結合片を連結する連結片を有する三角形状に形成された
請求項1から請求項3のうちのいずれか一項に記載の建築用補強金物。
The fixing bracket is formed in a triangular shape having a fixing piece that contacts a vertical member or a horizontal member, a connecting piece that connects the load bearing member, and a connecting piece that connects the fixing piece and the connecting piece. The reinforcing metal fitting for building according to any one of claims 3 to 4.
前記固定金具が、略三角錐形状をなすものである
請求項4に記載の建築用補強金物。
The reinforcing metal fitting for building according to claim 4, wherein the fixing metal fitting has a substantially triangular pyramid shape.
JP2011135336A 2011-06-17 2011-06-17 Reinforcement hardware for construction Withdrawn JP2013002171A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019031890A (en) * 2017-08-09 2019-02-28 センクシア株式会社 Reinforcing structure for structure having column and beam, and reinforcement member
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

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019031890A (en) * 2017-08-09 2019-02-28 センクシア株式会社 Reinforcing structure for structure having column and beam, and reinforcement member
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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