JPH0967862A - Binding reinforcing metal fitting - Google Patents

Binding reinforcing metal fitting

Info

Publication number
JPH0967862A
JPH0967862A JP22532095A JP22532095A JPH0967862A JP H0967862 A JPH0967862 A JP H0967862A JP 22532095 A JP22532095 A JP 22532095A JP 22532095 A JP22532095 A JP 22532095A JP H0967862 A JPH0967862 A JP H0967862A
Authority
JP
Japan
Prior art keywords
mounting surface
surface portion
bracing
mounting
horizontal
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP22532095A
Other languages
Japanese (ja)
Inventor
Katsuyuki Tanaka
勝之 田中
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TAKATSU KENSETSU KK
Original Assignee
TAKATSU KENSETSU KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by TAKATSU KENSETSU KK filed Critical TAKATSU KENSETSU KK
Priority to JP22532095A priority Critical patent/JPH0967862A/en
Publication of JPH0967862A publication Critical patent/JPH0967862A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To bind a bracing for the performance of a metal fitting by providing a bracing mounting surface which fixedly mounts a bracing which is slantingly inserted in the direction of a diagonal line of a rectangular-shaped frame formed with a pair of upper and lower horizontal materials and a pair of right and left columns. SOLUTION: A sill 2A, which is a horizontal material, is loaded along a foundation 5 by way of an anchor bolt 6 where a column 3 is erected at a specified position of the sill 2A. Then, a horizontal material mounting surface 1a of binding reinforcing metal fitting 1 is loaded on the sill 2A while a column mounting surface 1b is placed into contact with the column 3. A nut is engaged with a projecting threaded area of the anchor bolt 6, thereby binding the horizontal material mounting surface 1a with the sill 2A and the column mounting surface 1b with the column 3 by means of a mounting bolt. Then, the bracing 6 is placed into contact with the inner surface of a bracing mounting surface 1C, thereby binding the bracing 6 with the bracing mounting surface 1C by means of the mounting bolt. This construction makes it possible to give the binding ability of the bracing 6 to the function of the metal fitting 1.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、桁、胴差し、土台
などの上下一対の横架材および左右一対の柱とで形成さ
れる矩形空間に斜めに取付けられる筋かいに対して、横
架材と柱および筋かいをともに取付け固定する緊結補強
金物に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a braces that are obliquely attached to a rectangular space formed by a pair of upper and lower horizontal members such as girders, barrels, and bases and a pair of left and right columns. The present invention relates to a tightly-bonded reinforcing metal member for attaching and fixing a material, a column, and a bracing together.

【0002】[0002]

【従来の技術】木造住宅の建築では、桁、胴差し、土台
などの横架材と、これら横架材と交差して垂直方向に設
けられる柱とで骨組が形成される。そして、上下一対の
横架材と、左右一対の柱とで形成される矩形状の骨組の
対角線の方向に、斜めに斜材が入れられる。
2. Description of the Related Art In the construction of a wooden house, a skeleton is formed by horizontal members such as girders, girders, and bases, and columns vertically provided to intersect these horizontal members. Then, diagonal members are obliquely inserted in the diagonal direction of the rectangular frame formed by the pair of upper and lower horizontal members and the pair of right and left columns.

【0003】このような斜材を筋かいと呼び、風圧や地
震等の水平力を受けた場合、その矩形骨組のゆがみを防
止する機能を有する。特に、この筋かい入りの壁は、外
力に対して最も有効な部分となるので、筋かいが有効に
働くように端部の仕口(組み手、あるいは結合構造のこ
と)は、十分な注意を払って、しかもつり合いよく配置
しなければならない。
Such a diagonal member is called a bracing, and has a function of preventing the rectangular frame from being distorted when it receives a horizontal force such as a wind pressure or an earthquake. In particular, since the wall with braces is the most effective part against external force, pay attention to the end joints (knot or joint structure) so that the braces work effectively. Must be paid for and well balanced.

【0004】木造筋かいの端部の仕口は、従来、図5に
示すような基準が定められている。すなわち、同図
(A)に示すように、横架材aと柱bに対して筋かいc
の端部を大入れ(追入れ、とも言う。部材の端部を、他
の部材に差込むこと)とし、複数本の釘を斜め打ちし、
さらに矩形板状のひら金物dを釘打ち固定する。
[0004] Conventionally, a standard as shown in Fig. 5 has been established for the joint at the end of the wooden bracing pad. That is, as shown in FIG. 1 (A), the braces c for the horizontal members a and the columns b are used.
Put the end part of the large insertion (also called insertion. Insert the end part of the member into other member), and strike multiple nails diagonally,
Further, a rectangular plate-shaped metal plate d is nailed and fixed.

【0005】同図(B)に示すように、筋かいc端部を
横架材aおよび柱bに対して突付け(単なる突き合わ
せ)とし、特に設計された形状の筋かいプレートeを横
架材aと柱bおよび筋かいc側面に当ててボルトを締
め、釘打ち固定する。
As shown in FIG. 1B, the end portions of the braces c are butted against the horizontal members a and the pillars b (simply abutment), and the braces plate e having a specially designed shape is horizontally mounted. The material a, the pillar b, and the side surface of the brace c are applied, and the bolts are tightened and fixed by nailing.

【0006】同図(C)に示すように、筋かいcの端部
を横架材aへかたぎ大入れ(斜めに差し入れる大入れの
一種)し、一部びんたに延ばし(一方の木の幅の一部を
残して、他方を切欠くこと)て横架材aを欠き込み、添
え付け、複数本の釘を打ち込む。
As shown in FIG. 1C, the end portion of the bracing c is slid into the cross member a (a type of slant inserted diagonally) and partially extended into a bottle (one tree). Part of the width is left and the other is cut out) to cut in the horizontal member a, attach it, and drive in a plurality of nails.

【0007】このほか、1階の筋かいの上端と通し柱と
の取り合いや、筋かいの上端部が取付け柱と横架材との
仕口として、接合金物としての筋かいプレートを使用し
ない場合、このほか種々の例に対応する細かな基準があ
る。
In addition, when the upper end of the brace on the first floor and the through column are not used, or when the upper end of the brace is not used as a joint between the mounting column and the horizontal member, a bracing plate as a joint metal is used, In addition, there are detailed criteria corresponding to various examples.

【0008】[0008]

【発明が解決しようとする課題】このように、木造筋か
いcの端部の仕口は、ひら金物dや筋かいプレートeな
どの接合金物を用いる場合や、金物を用いずに直接組立
てる場合など、多くの仕様がある。また接合金物は、こ
のほかに、T字状に形成されるかど金物、平板とボルト
が一体化された羽子板ボルト、V字状に形成された山形
プレート等が用いられる。
As described above, the joints at the ends of the wooden braces c are formed by using a metal fitting such as an open metal fitting d or a bracing plate e, or by directly assembling without using a metal fitting. There are many specifications. In addition, as the joining hardware, a corner hardware formed in a T shape, a battledore bolt in which a flat plate and a bolt are integrated, a V-shaped chevron plate, and the like are used.

【0009】しかるに、たとえば近年の大地震のように
想像を超えた強烈な振動が生じ、極めて大なるたて揺れ
や横揺れが家屋に加わると、木造筋かいの端部の仕口は
耐えきれずに分解する恐れがある。すると、この筋かい
を用いた耐力壁は、その機能を失って崩壊の危険すらあ
る。
However, when a strong vibration beyond the imagination occurs, for example, in a recent large earthquake, and an extremely large amount of vertical shaking or rolling is applied to the house, the joint at the end of the wooden bracing can endure. There is a risk of disassembly. Then, the bearing wall using the braces loses its function and is at risk of collapse.

【0010】また近時、3階建木造住宅用接合金物とし
て、ホールダウン金物(引き寄せ金物、とも言う)が多
用される傾向にある。図6は、このホールダウン金物K
を用いた例である。
Further, recently, as a joint metal fitting for a three-story wooden house, a hole-down metal fitting (also referred to as a pulling metal fitting) is often used. Figure 6 shows this hole-down hardware K
Is an example using.

【0011】同図(A)は、基礎f上の土台gと、この
土台g上に立設される柱cとの双方を緊結するホールダ
ウン金物Kである。すなわち、ホールダウン金物Kの下
面部には、基礎f上面から突出するアンカーボルトhが
土台gを介して貫通する取付け用孔を備えていて、上記
ボルトhにナットが螺合され、緊結される。
FIG. 1A shows a hole-down hardware K that tightly connects both a base g on a foundation f and a pillar c erected on the base g. That is, an anchor bolt h protruding from the upper surface of the foundation f has a mounting hole through which the anchor bolt h protrudes from the upper surface of the foundation f through the base g, and a nut is screwed into the bolt h to be tightly connected. .

【0012】ホールダウン金物Kの側面部は、柱bの側
面に六角ボルトまたはラグスクリュ等を用いて取付け固
定される。この側面部が取付けられる位置は、下面部が
土台g上面と所定間隙(普通、30mm程度)を存してお
り、上記間隙は締め代として設定される。
The side surface of the hole-down hardware K is attached and fixed to the side surface of the column b using a hexagon bolt or a lag screw or the like. At the position where the side surface is attached, the lower surface has a predetermined gap (usually about 30 mm) with the upper surface of the base g, and the above-mentioned gap is set as a margin.

【0013】ここでは図示しないが、上記土台gは別の
アンカーボルトによって基礎fに緊結されているので、
上記ホールダウン金物Kは、基礎fと柱cとの強固な緊
結および土台gと柱bとの強固な緊結をなす。
Although not shown here, since the base g is tightly connected to the foundation f by another anchor bolt,
The hole-down hardware K makes a strong bond between the foundation f and the pillar c and a strong bond between the base g and the pillar b.

【0014】同図(B)に示すように、横架材である胴
差し(床梁)iに対して、上階の柱b1 と、下階の柱b
2 とをそれぞれ緊結するために、同一構成のホールダウ
ン金物Kが用いられる。この場合も同様に、柱b1 ,b
2 の下部および上部に締め代である間隙をそれぞれとっ
て、強固な緊結をなす。
As shown in FIG. 1B, a pillar b1 on the upper floor and a pillar b on the lower floor with respect to a girder (floor beam) i which is a horizontal member.
In order to connect 2 and 2, respectively, the hole-down hardware K of the same structure is used. In this case as well, the pillars b1, b
Make a tight bond with the clearances at the bottom and top of 2, respectively.

【0015】このように、ホールダウン金物Kを用いる
ことに、土台gや胴差しiなど横架材と柱b,b1 ,b
2 に対するより強固な緊結が得られ、安全基準の向上が
図られるようになった。
As described above, by using the hole-down hardware K, the horizontal members such as the base g and the barrel i and the columns b, b1 and b are used.
Stronger ties with No. 2 were obtained, and safety standards were improved.

【0016】しかしながら、ここに上記筋かいcを取付
けようとする場合は事情が異なってくる。すなわち、同
図(A),(B)に示すように、ホールダウン金物Kが
取付けられていない隅部に、先に説明したような仕口で
筋かいを取付けることは自由であるが、ホールダウン金
物Kが取付けられる隅部に筋かいcを取付けようとして
も、この金物Kがあるために取付けができない。
However, the situation is different when the braces c are to be attached here. That is, as shown in FIGS. 7A and 7B, it is free to attach braces to the corners where the hole-down hardware K is not attached by the above-described connection. Even if the braces c are to be attached to the corners where the down hardware K is attached, they cannot be attached because of the presence of the metal K.

【0017】できるだけ多くの必要とする部位に筋かい
cを設けることができれば、耐力壁の耐力増強が得られ
る。しかしながら、すでに横架材と柱との緊結用として
ホールダウン金物Kが用いられており、ここでの筋かい
cの緊結が不可能となって、十分な耐力増強を果たせな
いままでいる。
If the braces c can be provided in as many required portions as possible, the yield strength of the bearing wall can be increased. However, since the hole-down hardware K has already been used for tightly connecting the horizontal members and the pillars, it is impossible to tightly connect the braces c here, and it is still impossible to achieve sufficient proof strength enhancement.

【0018】本発明は、上記事情に鑑みなされたもので
あり、その目的とするところは、桁、胴差し、土台など
横架材と、柱と、筋かいとの緊結をより確実化して、十
分な耐力増強を図るとともに、ホールダウン金物に代っ
て、この金物の機能に筋かいの緊結を可能とした緊結補
強金物を提供しようとするものである。
The present invention has been made in view of the above circumstances, and an object of the present invention is to further secure the tight connection between a cross member such as a girder, a girder, and a base, a column, and a bracing, The present invention intends to provide a tightening and strengthening metal fitting capable of tightly strengthening the function of the metal fitting in place of the hole-down hardware, while sufficiently strengthening the proof strength.

【0019】[0019]

【課題を解決するための手段】上記目的を満足するため
の第1の発明の緊結補強金物は、請求項1として、桁、
胴差し、土台など横架材を取付け固定する横架材取付け
面部と、この横架材取付け面部の一側端に、横架材取付
け面部とは直交する方向に折曲され、柱を取付け固定す
る柱取付け面部と、この柱取付け面部および横架材取付
け面部の端縁に沿って設けられ、上下一対の横架材およ
び左右一対の柱とで形成される矩形状の骨組の対角線の
方向に斜めに入れられる筋かいを取付け固定する筋かい
取付け面部とを具備したことを特徴とする。
According to a first aspect of the present invention, there is provided a binding reinforcing metal article for satisfying the above-mentioned object.
A horizontal bridge material mounting surface part for mounting and fixing horizontal materials such as a barrel and a base, and one side end of this horizontal frame material mounting surface part is bent in a direction orthogonal to the horizontal frame material mounting surface part, and a column is mounted and fixed. In the diagonal direction of the rectangular frame formed by the pillar mounting surface part and the end edges of the pillar mounting surface part and the horizontal mounting material mounting surface part and formed by a pair of upper and lower horizontal mounting members and a pair of left and right columns. It has a brace attachment surface part for attaching and fixing a brace that can be obliquely inserted.

【0020】上記目的を満足するための第2の発明の緊
結補強金物は、請求項2として、その外面側に、桁、胴
差し、土台など横架材を取付け固定する横架材取付け面
部と、この横架材取付け面部の一側端に沿って、横架材
取付け面部とは直交する方向に折曲され、その外面側に
柱を取付け固定する柱取付け面部と、この柱取付け面部
および横架材取付け面部の端縁に沿って設けられ、上下
一対の横架材および左右一対の柱とで形成される矩形状
の骨組の対角線の方向に斜めに入れられる筋かいを、そ
の内面側に取付け固定する筋かい取付け面部とを具備し
てなり、上記横架材取付け面部および柱取付け面部は、
その内面側に、上記筋かい取付け部に取付け固定される
上記筋かいの端部を受けることを特徴とする。
According to a second aspect of the present invention, there is provided a tightening and reinforcing metal fitting for satisfying the above-mentioned object, wherein a lateral cross member mounting surface portion for mounting and fixing a horizontal cross member such as a girder, a barrel or a base is provided on the outer surface side thereof. , A pillar mounting surface part that is bent along one end of this horizontal mounting material mounting surface part in a direction orthogonal to the horizontal mounting material mounting surface part, and that mounts and fixes the pillar on the outer surface side thereof, and the pillar mounting surface part and the lateral mounting surface part. A brace, which is provided along the edge of the frame mounting surface portion and is diagonally inserted in the diagonal direction of the rectangular frame formed by a pair of upper and lower horizontal members and a pair of left and right columns, is provided on the inner surface side. And a bracing mounting surface portion for mounting and fixing, wherein the horizontal mounting material mounting surface portion and the pillar mounting surface portion are
It is characterized in that the inner surface side thereof receives an end portion of the brace attached and fixed to the brace attachment portion.

【0021】以上のような課題を解決するための手段を
備えることにより、請求項1および請求項2の発明によ
れば、桁、胴差し、土台など横架材と、柱および筋かい
をともに強固に緊結でき、大きな入力に対して特に筋か
いが有効に働くこととなる。
By providing means for solving the above problems, according to the inventions of claims 1 and 2, both the cross members such as girders, barrels, and foundations, as well as columns and braces are provided. It can be tightly bound, and especially for large inputs, the bracing works effectively.

【0022】[0022]

【発明の実施の形態】以下、本発明の実施の形態を、図
面を参照して説明する。図1に、緊結補強金物1を示
す。この緊結補強金物1は、たとえば板厚3.2m/m程度の
金属板(鉄板)を折曲し、および必要箇所を隅肉溶接し
て構成されるものである。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows the binding and reinforcing metal fitting 1. The binding reinforcement metal 1 is formed by bending a metal plate (iron plate) having a plate thickness of about 3.2 m / m and welding fillets at necessary portions.

【0023】水平方向の片部1aと、この水平方向の片
部の一側端から垂直方向に立設され、水平片部とで断面
L字状に形成される垂直片部1bおよびこれら水平片部
1aと垂直片部1bの一側端に沿って、互いの面とは直
交する方向に設けられる三角状片部1cとからなる。
A horizontal piece 1a, a vertical piece 1b which is erected vertically from one end of this horizontal piece, and which is formed in an L-shaped cross section with the horizontal piece and these horizontal pieces. The part 1a and the vertical piece 1b are formed of a triangular piece 1c provided along one end of the vertical piece 1b in directions orthogonal to each other.

【0024】上記水平片部1aは、その外面側に桁、胴
差し、土台などの横架材を取付け固定するための横架材
取付け面部である。この横架材取付け面部1aの一側端
に、横架材取付け面部1aとは直交する垂直方向に折曲
される垂直片部1bは、その外面側に柱を取付け固定す
るための柱取付け面部である。
The horizontal piece 1a is a horizontal member mounting surface portion for mounting and fixing a horizontal member such as a girder, a barrel or a base on the outer surface side thereof. A vertical piece 1b, which is bent in a vertical direction perpendicular to the horizontal material mounting surface portion 1a at one end of the horizontal material mounting surface portion 1a, is a column mounting surface portion for mounting and fixing a column on the outer surface side thereof. Is.

【0025】この柱取付け面部1bおよび横架材取付け
面部1bの一側端に沿って、互いの面とは直交する方向
に形成される三角状片部1cは、その内面側に筋かいを
取付け固定するための筋かい取付け面部である。
A triangular piece 1c formed along one end of the pillar mounting surface 1b and the horizontal member mounting surface 1b in a direction orthogonal to each other's surface mounts a brace on its inner surface side. It is a brace attachment surface part for fixing.

【0026】上記横架材取付け面部1aには、横方向に
長い長孔である取付け用孔4aが設けられる。上記柱取
付け面部1bには、垂直方向に一列に複数の取付け用孔
4b…が設けられる。上記筋かい取付け面部1cには、
ここでは1つの取付用孔4bが設けられる。
A mounting hole 4a, which is a long hole that is long in the lateral direction, is formed in the horizontal member mounting surface portion 1a. The pillar mounting surface portion 1b is provided with a plurality of mounting holes 4b in a row in the vertical direction. In the above-mentioned bracing attachment surface portion 1c,
Here, one mounting hole 4b is provided.

【0027】そして、各取付け面部1aないし1cのそ
れぞれ所定部位には、複数の釘孔40…が穿設されてい
る。木造家屋の建築にあたって、上記緊結補強金物1
は、図2に示すような箇所に用いられる。
A plurality of nail holes 40 are bored at predetermined portions of the mounting surface portions 1a to 1c, respectively. When building a wooden house, the above-mentioned binding hardware 1
Are used in places as shown in FIG.

【0028】すなわち、緊結補強金物1は、基礎5上に
アンカーボルト6を介して載設される横架材である土台
2Aと、この土台2A上に立設される柱3と、これら土
台2Aと柱3とに端部が取付けられる筋かい6を、とも
に緊結固定する。
That is, the binding and reinforcement hardware 1 has a base 2A which is a horizontal member mounted on the foundation 5 via anchor bolts 6, a pillar 3 which is erected on the base 2A, and the base 2A. The braces 6 whose ends are attached to the column 3 and the column 3 are tightly fixed together.

【0029】さらにまた、緊結補強金物1は、横架材で
ある胴差し2Bと、この胴差し2Bに対する上階と下階
との通し柱3および筋かい6を、ともに連結固定する。
具体的には、以下のように構成される。
Furthermore, the binding and reinforcing metal fitting 1 connects and secures both the trunk 2B, which is a horizontal member, and the through posts 3 and braces 6 on the upper floor and the lower floor to the trunk 2B.
Specifically, it is configured as follows.

【0030】すなわち、図3に示すように、基礎5上に
沿って横架材である土台2Aが、ここでは図示しないア
ンカーボルトを介して載設される。土台2Aの所定位置
には、柱3が立設される。
That is, as shown in FIG. 3, a base 2A which is a horizontal member is mounted along the foundation 5 via anchor bolts (not shown). A pillar 3 is erected at a predetermined position on the base 2A.

【0031】この状態で、緊結金物1の横架材取付け面
部1aが土台2A上に載せられるとともに、柱取付け面
部1bが柱3に当接される。なお説明すれば、横架材取
付け面部1aは、その外面側が土台2Aに密接され、柱
取付け面部1bはその外面側が柱3に密接される。横架
材取付け面部1aの取付け用孔4aには、土台2Aから
突出するアンカーボルト6のねじ端部が挿通して、この
内面側に突出する。
In this state, the horizontal member mounting surface portion 1a of the binding material 1 is placed on the base 2A, and the column mounting surface portion 1b is brought into contact with the column 3. In addition, if it demonstrates, the outer surface side of the horizontal member attachment surface part 1a will contact | adhere to the base 2A, and the column attachment surface part 1b will contact the pillar 3 on the outer surface side. The screw end portion of the anchor bolt 6 protruding from the base 2A is inserted into the mounting hole 4a of the horizontal member mounting surface portion 1a and projects toward the inner surface side.

【0032】そこで、アンカーボルト6の突出ねじ部に
ナットを螺合して締結する。横架材取付け面部1aと土
台と2Aは強固に緊結されることになる。さらに、柱取
付け面部1bの取付け用孔に合わせて柱3に貫通孔を設
け、これらに取付ボルトを挿通してナットを螺合し、締
結する。柱取付け面部1bと柱3とは強固に締結される
ことになる。
Therefore, a nut is screwed onto the protruding screw portion of the anchor bolt 6 and fastened. The horizontal member mounting surface portion 1a, the base and 2A are firmly connected. Further, through holes are provided in the pillar 3 in accordance with the mounting holes of the pillar mounting surface portion 1b, and mounting bolts are inserted through these, and nuts are screwed together and fastened. The column mounting surface portion 1b and the column 3 are firmly fastened.

【0033】つぎに、筋かい6を上記筋かい取付け面部
1cの内面側に当接する。筋かい6の端部は、あらかじ
め土台2Aと柱3に突付けられるよう直角な面に切り落
とし形成されており、それぞれの面が横架材取付け面部
1a内面側と、柱取付け面部1b内面側に当接し、かつ
受けられる。
Next, the brace 6 is brought into contact with the inner surface of the brace attachment surface portion 1c. The ends of the braces 6 are cut off in advance so as to be projected onto the base 2A and the pillars 3, and the respective surfaces are formed on the inner surface side of the horizontal bridge mounting surface portion 1a and the inner surface side of the column mounting surface portion 1b. Abut and receive.

【0034】そして、筋かい取付け面部1cの取付け用
孔に合わせて筋かい6端部に貫通孔を設け、これらに取
付ボルトを挿通してナットを締結する。筋かい6と筋か
い取付け面部1cとは強固に緊結される。
Then, through holes are provided at the ends of the brace 6 in accordance with the mounting holes of the brace mounting surface portion 1c, and mounting bolts are inserted into these to fasten the nuts. The brace 6 and the brace mounting surface portion 1c are firmly connected to each other.

【0035】なお、いずれの面部1aないし1cに穿設
される釘孔40…にそれぞれ釘を打ち込んで、より確実
な取付け固定をなすことは、言うまでもない。結局、緊
結補強金物1は、従来のホールダウン金物と同様、土台
2Aと柱3とを強固に緊結する上に、この取付け位置に
筋かい6の取付けを可能とし、ともに強固に緊結する。
Needless to say, nails are driven into the nail holes 40 ... Which are formed on any of the surface portions 1a to 1c to more securely attach and fix the nails. After all, the binding reinforcement hardware 1 firmly binds the base 2A and the pillar 3 to each other similarly to the conventional hole-down hardware, and also enables the braces 6 to be attached at this attachment position, so that they are firmly joined together.

【0036】したがって、強烈なたて揺れや、横揺れに
襲われた場合でも、緊結補強金物1は従来のホールダウ
ン金物のように、土台2Aと柱3との組付け状態を崩さ
ないばかりか、これら土台2Aと柱3に対する筋かいc
の組付け状態を崩さない。
Therefore, even if it is hit by a strong vertical swing or a horizontal roll, the binding reinforcement hardware 1 does not lose the assembled state of the base 2A and the pillar 3 unlike the conventional hole-down hardware. , Braces for these base 2A and pillar 3 c
Do not destroy the assembled state of.

【0037】筋かい6が用いられた耐力壁においては、
緊結金物1が筋かい6に対して有効に作用し、壁として
十分な耐力増強が図られて、安全基準の向上を得る。な
お、同図に二点鎖線で示すように、筋かいのない土台2
Aと柱3の緊結部分に、同緊結補強金物1を用いても何
らの支障もない。このようにしておけば、後から筋かい
6を取付けることになっても、対応できて有利である。
In the bearing wall where the braces 6 are used,
The binding material 1 effectively acts on the braces 6, and the proof strength is sufficiently increased as a wall to improve the safety standard. As shown by the chain double-dashed line in the figure, the base 2 without bracing
There is no problem even if the same binding reinforcement metal 1 is used for the binding portion between A and the pillar 3. By doing so, it is advantageous that the braces 6 can be attached afterwards.

【0038】図4に示すように、横架材である胴差し
(床梁)2Bと、上階の柱3と、下階の柱3、および胴
差し2Bと上下階の柱3に対する筋かい6との緊結に
も、先に説明した緊結補強金物1が用いられる。
As shown in FIG. 4, the girders (floor beams) 2B, which are horizontal members, the columns 3 on the upper floor, the columns 3 on the lower floor, and the braces for the barrels 2B and the columns 3 on the upper and lower floors. The tight-fitting reinforcing metal fitting 1 described above is also used for tight-fitting with 6.

【0039】すなわち、たとえば胴差し2B上面に緊結
補強金物1の横架材取付け面部1a外面側である下面が
載せられ、その金物の柱取付け面部1b外面側が柱3に
当接される。柱取付け面部1bの取付け用孔と連通する
孔部を柱3に設け、これらに取付ボルトを挿通し、ナッ
トを螺合して締結する。
That is, for example, the lower surface which is the outer surface side of the horizontal bridge material mounting surface portion 1a of the tight-fitting reinforcing metal fitting 1 is placed on the upper surface of the barrel insert 2B, and the outer surface side of the pillar mounting surface portion 1b of the metal fitting is brought into contact with the pillar 3. Holes communicating with the mounting holes of the pillar mounting surface 1b are provided in the pillar 3, and mounting bolts are inserted through these, and nuts are screwed and fastened.

【0040】別の緊結補強金物1の横架材取付け面部1
a外面側である上面が胴差し2B下面に当接され、この
金物1の柱取付け面部1b外面側が柱に当接される。こ
の柱取付け面部1bの取付け用孔と連通する孔部を柱3
に設け、これらに取付ボルトを挿通し、ナットを螺合し
て締結する。
Side surface mounting portion 1 of another tight-fitting reinforcing metal fitting 1
a The upper surface which is the outer surface side is brought into contact with the lower surface of the barrel 2B, and the outer surface side of the column mounting surface portion 1b of the metal 1 is brought into contact with the column. The hole portion communicating with the mounting hole of the pillar mounting surface portion 1b is formed by the pillar 3
The mounting bolts are inserted into these, and the nuts are screwed together and fastened.

【0041】すなわち、胴差し2bの上下面の緊結補強
金物1,1は、それぞれの柱取付け面部1b,1bと柱
3とが強固に緊結される。さらに、胴差し2Bに、上下
それぞれの緊結補強金物横架材取付け面部1a,1aの
取付け用孔相互と連通する孔部を設け、これらに取付ボ
ルトを挿通してナットを締結する。したがって、胴差し
2Bを介して上下の緊結補強金物1,1が一体に、かつ
強固に緊結固定される。
That is, in the tightening and reinforcing metal fittings 1, 1 on the upper and lower surfaces of the barrel 2b, the respective pillar mounting surface portions 1b, 1b and the pillar 3 are firmly tightly bonded. Further, the barrel 2B is provided with hole portions which communicate with the mounting holes of the upper and lower tightly binding metal fitting horizontal mounting member mounting surface portions 1a, 1a, respectively, and mounting bolts are inserted into these to fasten nuts. Therefore, the upper and lower binding metal fittings 1 and 1 are firmly and tightly bonded and fixed together via the barrel 2B.

【0042】つぎに、上下いずれか一方の筋かい6を、
上記筋かい取付け面部1c内面側に当接する。筋かい6
の端部は、あらかじめ胴差し2Bと柱3に突付けられる
よう直角な面に切り落とし形成されており、それぞれの
面が横架材取付け面部1a内面側と、柱取付け面部1b
内面側に当接し、かつ受けられる。
Next, one of the upper and lower braces 6 is
It contacts the inner surface side of the brace mounting surface portion 1c. Brace 6
The end portions of the are cut off at right angles in advance so as to be projected to the body 2B and the pillar 3, and each surface is formed on the inner surface side of the horizontal member mounting surface portion 1a and the pillar mounting surface portion 1b.
It abuts against and is received on the inner surface side.

【0043】それぞれの筋かい取付け面部1cの取付け
用孔に合わせて筋かい6端部に貫通孔を設け、これらに
取付ボルトを挿通してナットを締結する。筋かい6と筋
かい取付け面部1cとは強固に緊結される。
Through holes are provided at the ends of the brace 6 corresponding to the mounting holes of the respective brace mounting surface portions 1c, and mounting bolts are inserted into these to fasten the nuts. The brace 6 and the brace mounting surface portion 1c are firmly connected to each other.

【0044】結局、緊結補強金物1は、従来のホールダ
ウン金物と同様、胴差し2Bと柱3とを強固に緊結する
上に、この取付け位置に筋かい6の取付けを可能とし、
筋かい6も、ともに強固に緊結する。
After all, the tightening and reinforcing metal fitting 1 firmly bonds the body 2B and the pillar 3 to each other similarly to the conventional hole-down hardware, and enables the braces 6 to be mounted at this mounting position.
The braces 6 are also tightly bound together.

【0045】したがって、強烈なたて揺れや、横揺れに
襲われた場合でも、緊結補強金物1は、従来のホールダ
ウン金物のように、胴差し2Bと柱3との組付け状態を
崩さないばかりか、これら胴差し2Bと柱3に対する筋
かい6の組付け状態を崩さない。
Therefore, even if it is hit by a strong vertical swing or a horizontal roll, the binding reinforcement hardware 1 does not lose the assembled state of the barrel 2B and the pillar 3 unlike the conventional hole-down hardware. Not only that, the state in which the braces 6 are attached to the body 2B and the pillar 3 is not broken.

【0046】筋かい6が用いられた耐力壁においては、
緊結金物1が筋かい6に対して有効に作用し、したがっ
て筋かい6の機能が発揮され、耐力壁として十分な耐力
増強が図られて、安全基準の向上を得る。
In the bearing wall where the braces 6 are used,
The binding object 1 effectively acts on the braces 6, so that the function of the braces 6 is exerted, the bearing capacity is sufficiently increased as a bearing wall, and the safety standard is improved.

【0047】なお、同図に二点鎖線で示すように、筋か
いのない胴差し2Bと柱3の緊結部分に、同緊結補強金
物1を用いても何らの支障もない。このようにしておけ
ば、後から筋かい6を取付けることになっても、対応で
きて有利である。
As shown by the chain double-dashed line in the figure, there is no problem even if the tight-fitting reinforcing metal fitting 1 is used for the tight-fitting portion of the stout 2B and the pillar 3. By doing so, it is advantageous that the braces 6 can be attached afterwards.

【0048】そして、いずれの実施の形態においても、
緊結補強金物1を所定の部位に取付けるための固定ボル
トやナットの突出量を可能な限り抑制するために、土台
2Aや胴差し2Bおよび柱3の取付け部位を凹陥形成す
ることは自由である。
In any of the embodiments,
In order to suppress as much as possible the amount of protrusion of the fixing bolts and nuts for attaching the tight-fitting reinforcing metal fitting 1 to a predetermined portion, the base 2A, the body insert 2B, and the attachment portion of the pillar 3 may be formed in a concave shape.

【0049】特に、筋かい取付け部1cにおいても同様
に、土台2Aや胴差し2Bおよび柱3の側面部から突出
しないように寸法設定すれば、和室の真壁を構成するの
に、少しの支障もない。
In particular, also in the bracing attachment portion 1c, if the dimensions are set so as not to project from the side surfaces of the base 2A, the body insert 2B and the pillar 3, even if a true wall of the Japanese-style room is constructed, there will be some trouble. Absent.

【0050】[0050]

【発明の効果】以上説明したように第1,第2の発明に
よれば、桁、胴差し、土台など横架材を取付け固定する
横架材取付け面部と、柱を取付け固定する柱取付け面部
と、筋かいを取付け固定する筋かい取付け部とを具備し
て、これら横架材と柱および筋かいをともに緊結固定す
るようにしたから、横架材と、柱および筋かいの緊結を
より確実化するとともに、十分な耐力増強を図れる効果
を奏する。
As described above, according to the first and second aspects of the present invention, the horizontal member mounting surface portion for mounting and fixing the horizontal member such as the girder, barrel and base, and the column mounting surface portion for mounting and fixing the column. And a brace attachment part for attaching and fixing the braces, so that these horizontal members and columns and braces are tightly fixed together. The effect is that it can be ensured and the strength can be sufficiently increased.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の実施の形態を示す、緊結補強金物の斜
視図。
FIG. 1 is a perspective view showing an embodiment of the present invention, a binding and reinforcing metal article.

【図2】同実施の形態の、緊結補強金物を用いた木造家
屋の建築構成図。
FIG. 2 is a building configuration diagram of a wooden house using the binding reinforcement metal of the embodiment.

【図3】同実施の形態の、胴差しと上下階の柱および筋
かい相互を緊結する緊結補強金物の取付け斜視図。
FIG. 3 is a perspective view of the embodiment of the embodiment, showing the attachment of a tight-fitting and reinforcing metal fitting for tightly connecting the barrel and the pillars and braces on the upper and lower floors.

【図4】同実施の形態の、土台と柱および筋かい相互を
緊結する緊結補強金物の取付け斜視図。
FIG. 4 is a perspective view of the attachment reinforcing metal article for tightly attaching the base to the pillars and braces of the same embodiment.

【図5】(A)ないし(C)は、本発明の従来の形態を
示す、互いに異なる筋かいの取付け説明図。
5 (A) to 5 (C) are explanatory views of the attachment of different braces, showing a conventional embodiment of the present invention.

【図6】(A)および(B)は、本発明の従来の形態を
示す、ホールダウン金物を用いた互いに異なる部位の斜
視図。
6 (A) and 6 (B) are perspective views of different parts using a hole-down hardware showing a conventional embodiment of the present invention.

【符号の説明】[Explanation of symbols]

2B…胴差し、2A…土台、1a…横架材取付け面部、
3…柱、1b…柱取付け面部、6…筋かい、1c…筋か
い取付け部。
2B: body holder, 2A: base, 1a: horizontal member mounting surface,
3 ... Pillar, 1b ... Pillar mounting surface portion, 6 ... Bracket, 1c ... Bracket mounting portion.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】桁、胴差し、土台など横架材を取付け固定
する横架材取付け面部と、 この横架材取付け面部の一側端に、横架材取付け面部と
は直交する方向に折曲され、柱を取付け固定する柱取付
け面部と、 この柱取付け面部および横架材取付け面部の端縁に沿っ
て設けられ、上下一対の横架材および左右一対の柱とで
形成される矩形状の骨組の対角線の方向に斜めに入れら
れる筋かいを取付け固定する筋かい取付け面部とを具備
したことを特徴とする緊結補強金物。
1. A horizontal bridge material mounting surface portion for mounting and fixing a horizontal bridge material such as a girder, a barrel holder, and a base, and a fold at a side edge of the horizontal bridge material mounting surface portion in a direction orthogonal to the horizontal bridge material mounting surface portion. A rectangular shape that is formed by a pillar mounting surface portion that is bent and that mounts and fixes a pillar, and a pair of upper and lower horizontal members and a pair of left and right pillars that are provided along the edges of the pillar mounting surface portion and the horizontal member mounting surface portion. And a bracing attachment surface part for attaching and fixing a bracing that is obliquely inserted in the diagonal direction of the frame.
【請求項2】その外面側に、桁、胴差し、土台など横架
材を取付け固定する横架材取付け面部と、 この横架材取付け面部の一側端に沿って、横架材取付け
面部とは直交する方向に折曲され、その外面側に柱を取
付け固定する柱取付け面部と、 この柱取付け面部および横架材取付け面部の端縁に沿っ
て設けられ、上下一対の横架材および左右一対の柱とで
形成される矩形状の骨組の対角線の方向に斜めに入れら
れる筋かいを、その内面側に取付け固定する筋かい取付
け面部とを具備してなり、 上記横架材取付け面部および柱取付け面部は、その内面
側に、上記筋かい取付け部に取付け固定される上記筋か
いの端部を受けることを特徴とする緊結補強金物。
2. A horizontal bridge material mounting surface portion for mounting and fixing a horizontal bridge material such as a girder, a barrel or a base on the outer surface side, and a horizontal bridge material mounting surface portion along one side end of the horizontal bridge material mounting surface portion. And a pair of upper and lower horizontal members that are provided along the edges of the column mounting surface portion and the horizontal mounting material mounting surface portion that are bent in a direction orthogonal to And a bracing mounting surface portion for mounting and fixing to the inner surface side a bracing member obliquely inserted in a diagonal direction of a rectangular frame formed by a pair of left and right pillars. The column attachment surface portion receives, on its inner surface side, an end portion of the brace attached and fixed to the brace attachment portion.
JP22532095A 1995-09-01 1995-09-01 Binding reinforcing metal fitting Pending JPH0967862A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22532095A JPH0967862A (en) 1995-09-01 1995-09-01 Binding reinforcing metal fitting

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22532095A JPH0967862A (en) 1995-09-01 1995-09-01 Binding reinforcing metal fitting

Publications (1)

Publication Number Publication Date
JPH0967862A true JPH0967862A (en) 1997-03-11

Family

ID=16827512

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22532095A Pending JPH0967862A (en) 1995-09-01 1995-09-01 Binding reinforcing metal fitting

Country Status (1)

Country Link
JP (1) JPH0967862A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008138493A (en) * 2006-11-29 2008-06-19 Mikio Nagahisa Aseismatic reinforcing metal fittings for wooden building
JP2020084621A (en) * 2018-11-28 2020-06-04 株式会社タカミヤ Structure with dumping device
JP2020122268A (en) * 2019-01-29 2020-08-13 株式会社タカミヤ Structure with vibration control device
CN112095794A (en) * 2020-09-11 2020-12-18 西安建筑科技大学 Wooden energy dissipation support-laminated wood frame structure

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63315748A (en) * 1987-06-17 1988-12-23 松尾 嘉幸 Brace connecting metal fittings
JPH0657823A (en) * 1992-08-07 1994-03-01 Osami Kato Metal piece and brace fitting structure using the same
JPH0649603B2 (en) * 1986-07-02 1994-06-29 電気化学工業株式会社 Centrifugal force molding aid
JPH07317150A (en) * 1994-05-25 1995-12-05 Matsushita Electric Works Ltd Box type mounting bracket and its fastening structure

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0649603B2 (en) * 1986-07-02 1994-06-29 電気化学工業株式会社 Centrifugal force molding aid
JPS63315748A (en) * 1987-06-17 1988-12-23 松尾 嘉幸 Brace connecting metal fittings
JPH0657823A (en) * 1992-08-07 1994-03-01 Osami Kato Metal piece and brace fitting structure using the same
JPH07317150A (en) * 1994-05-25 1995-12-05 Matsushita Electric Works Ltd Box type mounting bracket and its fastening structure

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008138493A (en) * 2006-11-29 2008-06-19 Mikio Nagahisa Aseismatic reinforcing metal fittings for wooden building
JP2020084621A (en) * 2018-11-28 2020-06-04 株式会社タカミヤ Structure with dumping device
JP2020122268A (en) * 2019-01-29 2020-08-13 株式会社タカミヤ Structure with vibration control device
CN112095794A (en) * 2020-09-11 2020-12-18 西安建筑科技大学 Wooden energy dissipation support-laminated wood frame structure

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