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JP3314055B2 - Building hardware - Google Patents

Building hardware

Info

Publication number
JP3314055B2
JP3314055B2 JP21852199A JP21852199A JP3314055B2 JP 3314055 B2 JP3314055 B2 JP 3314055B2 JP 21852199 A JP21852199 A JP 21852199A JP 21852199 A JP21852199 A JP 21852199A JP 3314055 B2 JP3314055 B2 JP 3314055B2
Authority
JP
Japan
Prior art keywords
height
flange
outer flange
rib
reinforcing metal
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.)
Expired - Fee Related
Application number
JP21852199A
Other languages
Japanese (ja)
Other versions
JP2001040766A (en
Inventor
清一 丸元
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.)
SANICS COMPANY
Original Assignee
SANICS COMPANY
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 SANICS COMPANY filed Critical SANICS COMPANY
Priority to JP21852199A priority Critical patent/JP3314055B2/en
Publication of JP2001040766A publication Critical patent/JP2001040766A/en
Application granted granted Critical
Publication of JP3314055B2 publication Critical patent/JP3314055B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)

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、木造建築物の骨組
み木材同士、例えば、土台と大引き、土台と柱、柱と梁
の結合強度を増して、構造強度を向上させる補強金物に
関わるものであり、特に既存の骨組み木造建築物に適用
したときに作業性の向上が図れる補強金物に関するもの
である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforced metal member for improving the structural strength of a framed wooden building, for example, by increasing the joint strength between a base and a bar, a base and a column, and a column and a beam. In particular, the present invention relates to a reinforcing hardware capable of improving workability when applied to an existing framed wooden building.

【0002】[0002]

【従来の技術】「軸組木造住宅の地震被害が接合部の強
度に大きく左右される」という見解が、多くの木造建築
研究者の一致した意見であり、接合部の信頼性の高い強
度向上の手段として、通称「Zマーク表示金物」と呼ば
れる(財)日本住宅*木材技術センターが、1978年
に定めた「軸組工法用金物規格」で規定された金物や、
それに類似の火打ち金物や、筋交いプレート、山形プレ
ート、かどプレート等の種々の金物が提供されているこ
とは良く知られている。また、特開平8−302834
号公報(以下先行技術1)や特開平8−338070号
公報(以下先行技術2)や特開平10−131295号
公報(以下先行技術3)のように改良された補強金具が
提案されている。
2. Description of the Related Art The opinion that "the seismic damage of a wooden timber house is greatly affected by the strength of the joint" is a consensus opinion among many wooden building researchers, and that the joint has a highly reliable strength. As a means of, the Japan Housing * Wood Technology Center, which is commonly called "Z-marked hardware", has been specified by "Hardware standard for framing method" established in 1978,
It is well known that various types of hardware such as fired hardware, bracing plates, chevron plates, and corner plates are provided. Also, JP-A-8-302834
Japanese Patent Application Laid-Open No. H08-338070 (hereinafter referred to as Prior Art 2) and Japanese Unexamined Patent Application Publication No. H10-131295 (hereinafter referred to as Prior Art 3) have proposed reinforcing metal fittings.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、前述の
筋交いプレート、山形プレート、かどプレートは引張材
の金物で、曲げ力がかかる取り付けを前提としていない
ことに加えて、基本的に新築建築物への適用を対象とし
た金具であり、既存の建築物に取り付け補強をする場
合、制約が多く、また、コストがかかり過ぎてしまう欠
点もあった。特に、釘やネジの本数を減じて接合するに
は、部材の曲げ剛性が必要となるが、これが考慮されて
いないため、等厚の平面状の金物を金属板から切り抜い
た形状となっており、曲げ強度を板厚からのみ持たせて
いるので、軽量化と剛性の要求を満足させるに至ってい
ない。また、前述のホールダウン金物は主に柱と土台と
の締結に使用する金物であり、さらに、先行技術1〜3
は、曲げ剛性を考慮した金具ではあるが、これらは入り
隅部に用いる金具であり、ほぼ同一平面上で骨組み木材
同士を接合する金具としては用いることができない。
However, the above-mentioned brace plate, chevron plate, and corner plate are made of tension material and are not presupposed to be mounted under a bending force. It is a metal fitting for application, and there are many restrictions when mounting and reinforcing it on an existing building, and there is a disadvantage that the cost is too high. In particular, in order to reduce the number of nails and screws and join them, the bending rigidity of the members is necessary, but since this is not taken into account, a flat metal piece of equal thickness is cut out from a metal plate. However, since the bending strength is given only from the plate thickness, the requirements for weight reduction and rigidity have not been satisfied. Further, the above-mentioned hole-down hardware is a hardware mainly used for fastening a pillar to a base.
Are metal fittings in consideration of bending rigidity, but these are metal fittings used in corners and cannot be used as metal fittings for joining framed wood pieces on substantially the same plane.

【0004】以上のように、特に既存の木造建築物にお
いては、筋交いが不足であったり、接合ボルトが経年変
化により弛緩したり、更には、従来の補強金物の設置数
が不足していたりして、建物の強度が不足している箇所
を補強する必要があっても、外壁を壊したり、足場を組
むなどコスト高となって、補強工事は費用的に困難とな
る問題点があった。また、曲げ力対策が十分でなく、コ
ーチスクリューなどの1本当たりの強度の大きい締結具
を用いて、締結具の打設本数を少なくして、施工能率を
上げることができない問題点があった。
[0004] As described above, especially in existing wooden buildings, the bracing is insufficient, the joining bolts are loosened due to aging, and the number of conventional reinforcing hardware is insufficient. Therefore, even if it is necessary to reinforce the part where the strength of the building is insufficient, there is a problem that the outer wall is broken, a scaffold is assembled, and the cost is high, and the reinforcing work is difficult in terms of cost. In addition, there is a problem that the countermeasures against bending force are not sufficient, and it is not possible to reduce the number of fasteners to be driven by using fasteners having a large strength per one such as a coach screw and to increase the construction efficiency. .

【0005】本発明は、上記の問題点を解消するために
なされたもので、ほぼ同一平面上で骨組み木材同士を接
合するための補強金物において、柱や梁に当接する取り
付け面の断面に凹凸を設けて、軽量でありながら曲げに
対する剛性向上を図り、強度と取り付け性を両方満足さ
せた施工性の高い金具を提供し、特に、同じ補強金物を
裏返してどちらの面からでも締め付けが支障なく行え、
しっかりした固定を得ながら補強金物の両面の使用、つ
まり、勝手違いの使用が可能となる建築物の補強金物を
提供することを課題としている。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and in a reinforcing metal fitting for joining framed timbers on substantially the same plane, the cross section of a mounting surface abutting on a pillar or a beam has irregularities. To improve the rigidity against bending while being lightweight, and to provide a highly workable metal fitting that satisfies both strength and mounting properties.Especially, the same reinforcing metal is turned upside down and tightening from either side does not hinder Done,
An object of the present invention is to provide a reinforcing metal fitting for a building that can be used on both sides of the reinforcing metal while obtaining a firm fixation, that is, can be used on its own.

【0006】[0006]

【課題を解決するための手段】上記の課題を解決するた
めに、本発明の補強金物(請求項1)は、ほぼ同一平面
上で骨組み木材同士を接合するための補強金物であっ
て、骨組み木材への取付穴が形成されたウェブ部の全周
に外フランジが一様な高さで一体成形で形成され、取付
穴の周囲に内フランジが形成され、この内フランジの先
端面が外フランジの先端面と均一面に形成され、ウェブ
部に外フランジの張出し方向に突出してリブ部が形成さ
れると共に、このリブ部の高さが外フランジ高さと同じ
に形成されている構成とした。
In order to solve the above-mentioned problems, a reinforcing metal fitting of the present invention (Claim 1) is a reinforcing metal fitting for joining framed wood pieces on substantially the same plane. An outer flange is formed integrally at a uniform height on the entire circumference of the web portion where the mounting hole to the wood is formed, and an inner flange is formed around the mounting hole. And a rib is formed on the web portion so as to protrude in a direction in which the outer flange projects, and the height of the rib is formed to be the same as the height of the outer flange.

【0007】又、本発明の補強金物(請求項2)は、ほ
ぼ同一平面上で骨組み木材同士を接合するための補強金
物であって、骨組み木材への取付穴が形成されたウェブ
部の全周に外フランジが一様な高さで一体成形で形成さ
れ、ウェブ部に外フランジの張出し方向に突出してリブ
部が形成されると共に、このリブ部の高さが外フランジ
高さと同じに形成され、リブ部の内面に取付穴が形成さ
れ、この取付穴の周囲に内フランジが形成され、この内
フランジの先端面がウェブ部の外面と均一面に形成され
ている構成とした。
[0007] The reinforcing metal member of the present invention (claim 2) is a reinforcing metal member for joining framed wood pieces on substantially the same plane, and the entire web portion having a mounting hole for the framed wood piece is formed. An outer flange is formed around the circumference at a uniform height by integral molding, and a rib portion is formed on the web portion so as to protrude in a direction in which the outer flange extends, and the height of the rib portion is formed to be the same as the outer flange height. Then, a mounting hole is formed in the inner surface of the rib portion, an inner flange is formed around the mounting hole, and a tip end surface of the inner flange is formed to be uniform with the outer surface of the web portion.

【0008】[0008]

【発明の実施の形態】以下、本発明の実施の形態を図面
により説明する。図1は実施の第1形態にかかる補強金
物の斜視図、図2は図1のA−A断面図、図3は図2の
勝手違いの使用状態を示す断面図である。この補強金物
1は、ほぼ同一平面上で骨組み木材W同士、例えば、土
台と大引きを接合するためのものであって、鋼やステン
レス等の金属板によりL字状に一体成形されている。こ
の補強金物1は、骨組み木材Wへの取付穴20が形成さ
れたL字状のウェブ部2の外面が骨組み木材Wに当接す
るように取り付けられるもので、このウェブ部2の両側
縁及び両端縁を含めた全周に亘って一様な高さh1で外
フランジ3が一体成形で形成されている。なお、補強金
物1の端部は半円アールに形成されており、これにより
最も大きなアールがとれて、安定した絞り成形ができ
る。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a perspective view of a reinforcing metal according to the first embodiment, FIG. 2 is a cross-sectional view taken along the line AA of FIG. 1, and FIG. 3 is a cross-sectional view of FIG. The reinforcing hardware 1 is for joining framed wood W to each other, for example, a base and a large scale, on substantially the same plane, and is integrally formed in an L-shape with a metal plate such as steel or stainless steel. The reinforcing metal fitting 1 is attached so that the outer surface of an L-shaped web portion 2 having an attachment hole 20 for the framed wood W is in contact with the framed wood W. Both side edges and both ends of the web portion 2 are provided. The outer flange 3 is formed integrally at a uniform height h1 over the entire circumference including the edge. In addition, the end of the reinforcing metal member 1 is formed in a semicircular radius, whereby the largest radius is obtained, and stable drawing can be performed.

【0009】前記取付穴20は、取り付け金具としての
ボルト9やスクリュー等が貫通する直径に形成され、そ
の周囲に内フランジ4が、その先端面が外フランジ3の
先端面と均一面になるように形成されている。
The mounting hole 20 is formed to have a diameter through which a bolt 9 or a screw as a mounting bracket penetrates. The inner flange 4 is formed around the mounting hole 20 so that the front end surface thereof is uniform with the front end surface of the outer flange 3. Is formed.

【0010】又、ウェブ部2には、取付穴20を避ける
位置に外フランジ3の張出し方向に突出してリブ部5が
形成され、このリブ部5は、外フランジ3の高さh1と
同じ高さで形成され、又、ボルト頭部90との干渉を防
止すると共に、締結工具の使用に支障が生じないように
形成されている。
The web portion 2 is provided with a rib portion 5 protruding in a direction in which the outer flange 3 extends in a position avoiding the mounting hole 20. The rib portion 5 has the same height as the height h 1 of the outer flange 3. Further, it is formed so as to prevent interference with the bolt head 90 and not to hinder the use of the fastening tool.

【0011】軽量化を図りながら、曲げ剛性を上げる一
般的な方法は、ウェブ部2に外フランジ3やリブ部5を
形成することで断面を凹凸状にすることであり、また、
取り付け金具としてのボルト9やスクリュー等が貫通す
る取付穴20の強度向上を図って、取付穴20の周りに
内フランジ4を設けることである。さらに、一体成形プ
レスによる冷間加工で補強金物1の製作を行うと、降伏
点も向上し、挫屈強度上好ましい。
A general method of increasing the bending rigidity while reducing the weight is to form an outer flange 3 or a rib portion 5 on the web portion 2 to make the cross section uneven.
The inner flange 4 is provided around the mounting hole 20 in order to improve the strength of the mounting hole 20 through which the bolt 9 and the screw as the mounting bracket penetrate. Further, when the reinforcing metal member 1 is manufactured by cold working using an integral molding press, the yield point is improved, which is preferable in terms of buckling strength.

【0012】そして、この補強金物1は、図2に示すよ
うに、ウェブ部2の外面が骨組み木材Wに当接するよう
に取り付けられるもので、リブ部5が外フランジ3の高
さh1と同じ高さで形成され、かつ内フランジ4の先端
面が外フランジ3の先端面と均一面に形成されている。
As shown in FIG. 2, the reinforcing metal member 1 is attached so that the outer surface of the web portion 2 comes into contact with the framed wood W, and the rib portion 5 has the same height as the height h1 of the outer flange 3. The inner flange 4 is formed at the same height as the front surface of the outer flange 3.

【0013】同じ補強金物1を裏返して勝手違いに取り
付ける場合(L型の補強金具では、これを可能にするこ
とで金物種類を減じることができ、コストや在庫管理面
で非常にメリットが大きい)、図3に示すように、外フ
ランジ3の先端面及び内フランジ4の先端面を骨組み木
材Wに当接させてウェブ部2の外面側からボルト9を取
り付けることになる。この状態ではウェブ部2は木材W
から浮いた形での取り付けとなり、木材Wに当接する外
フランジ3のみでは、ボルト締め付け力が狭い面積(板
厚に締め付け影響長さを掛けた面積)にかかり、木材W
へのくい込みが生じて好ましくない。また、締め付け部
が浮いた形になると、しっかりした固定という意味でも
好ましくない。このため、外フランジ3を全体的に一様
な高さh1として当たり面積を増すと共に、ウェブ部2
の強度向上も兼ねて、ウェブ部2にリブ部5を設け、さ
らに上記の問題を解決するために、リブ部5の高さを外
フランジ3の高さh1と同じにすると共に、内フランジ
4の先端面を外フランジ3の先端面と均一面に形成して
いる。これにより、どちらの面からもボルト9の締め付
けが支障なく行え、しっかりした固定を得ながら補強金
物1の両面の使用、つまり、勝手違いの使用が可能とな
る。
When the same reinforcing metal member 1 is turned upside down and attached in an arbitrary manner (in the case of the L-shaped reinforcing metal member, the type of hardware can be reduced by making this possible, which is very advantageous in terms of cost and inventory management). As shown in FIG. 3, the distal end surface of the outer flange 3 and the distal end surface of the inner flange 4 are brought into contact with the framed wood W, and the bolt 9 is attached from the outer surface side of the web portion 2. In this state, the web portion 2 is made of wood W
With only the outer flange 3 in contact with the wood W, the bolt tightening force is applied to a small area (the area obtained by multiplying the plate thickness by the tightening influence length), and the wood W
And it is not preferable because it is entrapped. In addition, if the fastening portion has a floating shape, it is not preferable in terms of firm fixation. For this reason, the outer flange 3 has a uniform height h1 as a whole to increase the contact area, and the web portion 2
In order to solve the above-mentioned problem, the height of the rib 5 is made equal to the height h1 of the outer flange 3 and the inner flange 4 is also provided. Is formed to be uniform with the front end surface of the outer flange 3. As a result, the bolt 9 can be securely tightened from either side, and it is possible to use both sides of the reinforcing metal member 1 while obtaining a firm fixation, that is, to use it without permission.

【0014】次に、図4は実施の第2形態にかかる補強
金物の斜視図、図5は図4のB−B断面図、図6は図5
の勝手違いの使用状態を示す断面図である。この補強金
物1は、図5に示すように、ウェブ部2の外面が骨組み
木材Wに当接するように取り付けられるもので、ウェブ
部2の全周に亘って一様な高さh1で外フランジ3が一
体成形で形成され、又、ウェブ部2に外フランジ3の張
出し方向に突出してリブ部5が外フランジ3の高さh1
と同じ高さで形成されると共に、このリブ部5に取付穴
20が形成され、この取付穴20の周囲に形成された内
フランジ4の先端面がウェブ部2の外面と均一面に形成
されたものとなっている。
FIG. 4 is a perspective view of a reinforcing metal according to the second embodiment, FIG. 5 is a sectional view taken along the line BB of FIG. 4, and FIG.
FIG. 4 is a cross-sectional view showing a different use state. As shown in FIG. 5, the reinforcing metal member 1 is attached so that the outer surface of the web portion 2 comes into contact with the framed wood W. The reinforcing metal member 1 has a uniform height h1 over the entire circumference of the web portion 2 and has an outer flange. 3 is formed by integral molding, and the rib portion 5 projects from the web portion 2 in the direction in which the outer flange 3 projects, and the rib portion 5 has a height h1 of the outer flange 3.
And a mounting hole 20 is formed in the rib portion 5, and a distal end surface of the inner flange 4 formed around the mounting hole 20 is formed to be uniform with an outer surface of the web portion 2. It has become.

【0015】この補強金物1は、ウェブ部2の外面及び
内フランジ4の先端面が骨組み木材Wに当接するように
取り付けることになるが、これを勝手違いで使用するに
は、図6に示すように、外フランジ3の先端面及びリブ
部5の外面が骨組み木材Wに当接するように取り付ける
ことになる。このように、リブ部5が外フランジ3の高
さh1と同じ高さで形成され、かつ内フランジ4の先端
面が外フランジ3の先端面と均一面に形成されているた
め、どちらの面からもボルト9の締め付けが支障なく行
え、しっかりした固定を得ながら補強金物1の両面の使
用、つまり、勝手違いの使用が可能となる。
The reinforcing metal member 1 is mounted so that the outer surface of the web portion 2 and the distal end surface of the inner flange 4 abut against the framed wood W. To use the reinforcing metal member 1 with a mistake, as shown in FIG. Thus, the outer flange 3 and the rib 5 are attached such that the outer surface of the rib portion 5 comes into contact with the framed wood W. As described above, since the rib portion 5 is formed at the same height as the height h1 of the outer flange 3 and the front end surface of the inner flange 4 is formed to be uniform with the front end surface of the outer flange 3, Therefore, the bolt 9 can be tightened without any trouble, and it is possible to use both sides of the reinforcing metal member 1 while obtaining a firm fixation, that is, to use it without permission.

【0016】以上、本発明の実施の形態を図面により説
明したが、具体的な構成はこれに限定されることはな
い。例えば、補強金物の骨組み木材への取り付けは、ボ
ルトに限るものでなく、コーチスクリュウやスクリュウ
釘やを用いてもよいし、また、水平構面でも垂直構面で
も本発明の補強金具は適用して効果を発揮できる。ま
た、L型形状だけでなく、「く」状の金物など左右非対
称の形状の金物、および、対称形状のI型金物などへの
適用も、本発明の補強金物は有効であることはいうまで
もない。
Although the embodiment of the present invention has been described with reference to the drawings, the specific configuration is not limited to this. For example, the attachment of the reinforcing hardware to the framed wood is not limited to bolts, and a coach screw or screw nail may be used, and the reinforcing bracket of the present invention may be applied to a horizontal surface or a vertical surface. Can be effective. In addition to the L-shape, the reinforcing metal of the present invention is also effective when applied to left-right asymmetrical metal such as "K" -shaped metal, and symmetrical I-type metal. Nor.

【0017】[0017]

【発明の効果】以上、説明してきたように、本発明の補
強金物は上記のような構成であるから、引っ張りだけで
なく、曲げや圧縮力に対応する補強金物として提供でき
る。本発明の補強金物は、地震力や風力による水平力が
建築物に加わった時に軸組の経年変化によって緩んだ仕
口部への補強として取り付けることができ、また、基礎
と土台や柱脚部の接合に用いるなど、引っ張り力の弱い
部分に設けることにより、在来の工法で建造された木造
建築物の仕口部を固め、接合部に曲げ抵抗力を持たせ、
既存建築物を補強し、堅固な建築物に転換して建築物の
倒壊を防ぎ、しかも、既築の建築物の補強剤としての適
用が容易で、その補強工事において、足場を築いたり、
外壁を外したりすることなく、建物の内側から施工する
ことができるので、工事費用が安く、更には、部分的な
補強も可能である等の利点もある。
As described above, since the reinforcing metal of the present invention has the above-described structure, it can be provided as a reinforcing metal not only for tension but also for bending and compression. The reinforcing hardware of the present invention can be attached as reinforcement to a connection that has been loosened due to aging of the frame when seismic force or horizontal force due to wind force is applied to the building, and can also be used as a foundation and a base or a column base. For example, by using it in a part where the tensile force is weak, such as used for joining, the connection part of a wooden building built by the conventional method is hardened, and the joint part has bending resistance,
Reinforce existing buildings, convert to solid buildings to prevent collapse of buildings, and easily apply as a reinforcing agent for existing buildings, build a scaffold in the reinforcement work,
Since the construction can be performed from the inside of the building without removing the outer wall, there are advantages that the construction cost is low and that partial reinforcement is possible.

【0018】又、同じ補強金物を裏返してどちらの面か
らでも締め付けが支障なく行え、しっかりした固定を得
ながら補強金物の両面の使用、つまり、勝手違いの使用
が可能となる。
In addition, the same reinforcing metal can be turned upside down and tightened from either side without any trouble, and it is possible to use both sides of the reinforcing metal while obtaining a firm fixation, that is, to use it without permission.

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

【図1】実施の第1形態にかかる補強金物の斜視図であ
る。
FIG. 1 is a perspective view of a reinforcing hardware according to a first embodiment.

【図2】図1のA−A断面図である。FIG. 2 is a sectional view taken along line AA of FIG.

【図3】図2の勝手違いの使用状態を示す断面図であ
る。
FIG. 3 is a cross-sectional view showing a different use state of FIG.

【図4】実施の第2形態にかかる補強金物の斜視図であ
る。
FIG. 4 is a perspective view of a reinforcing hardware according to a second embodiment.

【図5】図4のB−B断面図である。FIG. 5 is a sectional view taken along line BB of FIG. 4;

【図6】図5の勝手違いの使用状態を示す断面図であ
る。
FIG. 6 is a cross-sectional view showing a different use state of FIG. 5;

【符号の説明】[Explanation of symbols]

1 補強金物 2 ウェブ部 20 取付穴 3 外フランジ 4 内フランジ 5 リブ部 9 ボルト DESCRIPTION OF SYMBOLS 1 Reinforcement metal 2 Web part 20 Mounting hole 3 Outer flange 4 Inner flange 5 Rib part 9 Bolt

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 ほぼ同一平面上で骨組み木材同士を接合
するための補強金物であって、 骨組み木材への取付穴が形成されたウェブ部の全周に外
フランジが一様な高さで一体成形で形成され、 取付穴の周囲に内フランジが形成され、この内フランジ
の先端面が外フランジの先端面と均一面に形成され、 ウェブ部に外フランジの張出し方向に突出してリブ部が
形成されると共に、このリブ部の高さが外フランジ高さ
と同じに形成されている ことを特徴とする建築物の補強
金物。
1. A reinforcing metal member for joining framed wood pieces on substantially the same plane, wherein the metal piece is provided around the entire circumference of a web portion having a mounting hole for the framed wood piece.
The flange is formed by integral molding at a uniform height, and an inner flange is formed around the mounting hole.
Of the outer flange is formed in a uniform plane with the tip surface of the outer flange.
And the height of this rib is the height of the outer flange.
A reinforcing metal fitting for a building, which is formed in the same manner as in (1) .
【請求項2】 ほぼ同一平面上で骨組み木材同士を接合
するための補強金物であって、 骨組み木材への取付穴が形成されたウェブ部の全周に外
フランジが一様な高さで一体成形で形成され、 ウェブ部に外フランジの張出し方向に突出してリブ部が
形成されると共に、このリブ部の高さが外フランジ高さ
と同じに形成され、 リブ部の内面に取付穴が形成され、この取付穴の周囲に
内フランジが形成され、この内フランジの先端面がウェ
ブ部の外面と均一面に形成されている ことを特徴とする
建築物の補強金物。
2. A method for joining framed wood pieces on substantially the same plane.
Metal around the web where the holes for attachment to the framed wood are formed.
The flange is formed by integral molding at a uniform height, and the rib protrudes from the web in the direction in which the outer flange projects.
And the height of this rib is the height of the outer flange.
The mounting hole is formed on the inner surface of the rib, and around the mounting hole
An inner flange is formed, and the tip surface of this inner flange is
A reinforcing metal fitting for a building, wherein the metal fitting is formed on the outer surface and the uniform surface of the rib portion .
JP21852199A 1999-08-02 1999-08-02 Building hardware Expired - Fee Related JP3314055B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21852199A JP3314055B2 (en) 1999-08-02 1999-08-02 Building hardware

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21852199A JP3314055B2 (en) 1999-08-02 1999-08-02 Building hardware

Publications (2)

Publication Number Publication Date
JP2001040766A JP2001040766A (en) 2001-02-13
JP3314055B2 true JP3314055B2 (en) 2002-08-12

Family

ID=16721245

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21852199A Expired - Fee Related JP3314055B2 (en) 1999-08-02 1999-08-02 Building hardware

Country Status (1)

Country Link
JP (1) JP3314055B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5291897B2 (en) * 2007-06-20 2013-09-18 株式会社日立製作所 Elevator guide shoe support device
KR101834343B1 (en) * 2017-06-08 2018-03-05 주식회사 우먼 패키지 Guard rail cover and installation method of guard rail cover
JP7454904B2 (en) * 2018-01-26 2024-03-25 シンプソン ストロング タイ カンパニー インコーポレーテッド hinged connector

Also Published As

Publication number Publication date
JP2001040766A (en) 2001-02-13

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