JP3418897B2 - Reinforcement metal fittings and wooden buildings - Google Patents

Reinforcement metal fittings and wooden buildings

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Publication number
JP3418897B2
JP3418897B2 JP5684796A JP5684796A JP3418897B2 JP 3418897 B2 JP3418897 B2 JP 3418897B2 JP 5684796 A JP5684796 A JP 5684796A JP 5684796 A JP5684796 A JP 5684796A JP 3418897 B2 JP3418897 B2 JP 3418897B2
Authority
JP
Japan
Prior art keywords
iron plate
mounting piece
angled
sides
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 - Lifetime
Application number
JP5684796A
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Japanese (ja)
Other versions
JPH09228477A (en
Inventor
孟美 吉形
Original Assignee
孟美 吉形
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Filing date
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Application filed by 孟美 吉形 filed Critical 孟美 吉形
Priority to JP5684796A priority Critical patent/JP3418897B2/en
Publication of JPH09228477A publication Critical patent/JPH09228477A/en
Application granted granted Critical
Publication of JP3418897B2 publication Critical patent/JP3418897B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

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

【0001】[0001]

【目次】以下の順序で本発明を説明する。 発明の属する技術分野 従来の技術(図7及び図8) 発明が解決しようとする課題(図8) 課題を解決するための手段 発明の実施の形態 (1)木造住宅の骨格(図1及び図2) (2)補強用金具の構成(図3〜図6) (3)他の実施例 発明の効果[Table of Contents] The present invention will be described in the following order. TECHNICAL FIELD OF THE INVENTION Conventional technology (Figs. 7 and 8) Problems to be Solved by the Invention (FIG. 8) Means for solving the problems Embodiment of the invention (1) Skeleton of a wooden house (Figs. 1 and 2) (2) Configuration of reinforcing metal fittings (Figs. 3 to 6) (3) Other embodiments The invention's effect

【0002】[0002]

【発明の属する技術分野】本発明は木造住宅等の構造強
化に適した補強金具に関する。またこれら金具を用いて
建築した木造建築物に関する。
TECHNICAL FIELD The present invention relates to a reinforcing metal fitting suitable for strengthening the structure of a wooden house or the like. It also relates to a wooden building constructed using these metal fittings.

【0003】[0003]

【従来の技術】従来、木造住宅の代表的な工法の1つに
在来軸組工法がある。この在来軸組工法は、日本の伝統
的な工法であり、現在最も一般的に用いられている工法
として知られている。この在来軸組工法では、基礎、柱
及び梁を軸組として建物の鉛直方向に作用する力を支
え、これらを取り囲むように配置した土塗りの壁、筋
違、耐力壁等によつて水平方向に作用する力を支えてい
る。
2. Description of the Related Art Conventionally, a conventional frame construction method is one of the typical construction methods for wooden houses. This conventional frame construction method is a traditional Japanese construction method and is known as the most commonly used construction method at present. In this conventional frame construction method, the foundation, columns and beams are used as a frame to support the force acting in the vertical direction of the building, and the earth-painted walls, braces, and bearing walls that are placed to surround them support the horizontal force. It supports the force acting in the direction.

【0004】なお今日では基礎と柱の接合部等に補強材
を取り付け、接合部の強度を高めるような工夫もなされ
ている。一般にこの種の補強材には厚みが3〔mm〕、幅
が3〔cm〕程度の鉄材を棒状又はL字状に加工したもの
が用いられる。図7にこの種の補強材として用いられて
いる金具の一例を示し、当該金具の取付け例を図8に示
す。
[0004] Nowadays, it has been devised to increase the strength of the joint by attaching a reinforcing material to the joint between the foundation and the pillar. In general, a reinforcing material of this type is formed by processing an iron material having a thickness of 3 mm and a width of 3 cm into a rod shape or an L shape. FIG. 7 shows an example of a metal fitting used as this type of reinforcing material, and FIG. 8 shows an example of mounting the metal fitting.

【0005】[0005]

【発明が解決しようとする課題】ところでこの種の金具
は接合部に作用する外力を鉄の強度で支えることを主眼
としている。従つて金具には比較的厚めの鉄材が用いら
れている。ところが比較的厚い鉄材を補強用の金具に用
いているとは言え、現在用いられている金具の幅は3
〔cm〕程度であり、柱の幅(10〔cm〕程度)に比してか
なり細く、しかも図8に示すように、この種の金具は各
部材を一面的にしか補強し得ないため、軸組の接合部を
補強する観点からすると未だ不十分であつた。
By the way, this type of metal fitting is mainly intended to support the external force acting on the joint with the strength of iron. Therefore, a relatively thick iron material is used for the metal fitting. However, although the relatively thick iron material is used for the reinforcing metal fittings, the width of the metal fittings currently used is 3
It is about [cm], which is considerably narrower than the width of the pillar (about 10 [cm]), and as shown in FIG. 8, since this kind of metal fitting can reinforce each member only on one side, It was still insufficient from the viewpoint of reinforcing the joint of the frame.

【0006】本発明は以上の点を考慮してなされたもの
で、従来に比して倒壊し難い安全な木造建築物及びこれ
を実現する補強用金具を提案しようとするものである。
The present invention has been made in view of the above points, and an object thereof is to propose a safe wooden building which is harder to collapse than before and a reinforcing metal fitting for realizing the same.

【0007】[0007]

【課題を解決するための手段】かかる課題を解決するた
め本発明においては、時計回りに見て第1、第2、第3
及び第4の辺C−D、D−A、A−B及びB−Cを有す
る方形形状の鉄板でなり(図3(A))、第1及び第4
の辺C−D及びB−Cによつて囲まれる直角三角形状の
第1の鉄板部20Aを第2及び第3の辺D−A及びA−
Bによつて囲まれる直角三角形状の第2の鉄板部20B
の方向に180°折り曲げることにより、第2及び第3
の辺D−A及びA−Bにそれぞれ沿うように所定の幅を
もつ第1及び第2の取り付け部20C及び20Dを残し
て、第1の鉄板部20Aをそれぞれ第2の鉄板部20B
に対向するように2つ折りにし、第1の鉄板部20Aの
表面の所定位置の部分を第2の鉄板部20Bの対向する
表面に溶接することにより第1及び第2の鉄板部20A
及び20Bによつて直角三角形状の2つ折り部分を形成
し(図3(B))、当該直角三角形状の2つ折り部分に
連接する第1及び第2の取り付け部20C及び20Dに
それぞれ第2及び第3の辺D−A及びA−Bから、それ
ぞれ上記第3の辺A−B及び上記第2の辺D−Aに平行
な切り込み18A4、18A5及び18A1、18A2、1
8A3を入れることにより第1及び第2の取り付け部2
0C及び20Dを複数の取り付け片部分に切り分け、取
り付け片部分の1つ又は複数を折り曲げることにより当
該取り付け片部分の表面を木造建築物の隅部を構成する
木材(3B、8)、(2A、2B、3A)に釘打ちでき
る(図4、図5、図6)ようにした。
In order to solve such a problem, in the present invention, when viewed clockwise, the first, second and third
And has fourth sides CD, DA, AB and BC
It is made of square iron plate (Fig. 3 (A))
Of a right-angled triangle surrounded by sides C-D and B-C of
The first iron plate portion 20A is connected to the second and third sides DA and A-.
Second iron plate portion 20B in the shape of a right triangle surrounded by B
By bending 180 ° in the direction of
A predetermined width along the sides D-A and A-B of
Leaving the first and second mounting portions 20C and 20D having
The first iron plate portion 20A and the second iron plate portion 20B, respectively.
Fold it in half so that it faces the first iron plate portion 20A.
The part of the surface at a predetermined position is opposed to the second iron plate portion 20B.
By welding to the surface, the first and second iron plate portions 20A
And 20B form a right-angled triangular double-fold.
(FIG. 3 (B)), the right-angled triangle is folded in half.
For the first and second mounting portions 20C and 20D that are connected to each other
From the second and third sides DA and AB, respectively,
Parallel to the third side AB and the second side DA, respectively.
Notches 18A4, 18A5 and 18A1, 18A2, 1
The first and second mounting parts 2 by inserting 8A3
Cut 0C and 20D into multiple mounting pieces
Bending one or more of the attachment pieces
The surface of the attachment piece constitutes the corner of the wooden building
Can be nailed to wood (3B, 8), (2A, 2B, 3A)
(FIGS. 4, 5, and 6).

【0008】[0008]

【作用】木造建築物の補強用金具18として、第1、第
2、第3及び第4の辺C−D、D−A、A−B及びB−
Cを有する正方形形状の鉄板であつて、当該鉄板の隣接
する第1及び第4の辺C−D及びB−Cによつて囲まれ
る直角三角形状の第1の鉄板部20Aを第2及び第3の
辺D−A及びA−Bによつて囲まれる直角三角形状の第
2の鉄板部20Bの方向に180°折り曲げて2つ折り
溶接して直角三角形状の2つ折り部分を形成したことに
より、被取り付け対象の木材(3B、8)、(2A、2
B、3A)に対して一段とねばりが大きい補強をするこ
とができると共に、木材(3B、8)、(2A、2B、
3A)から与えられる外力を面として支えることができ
るので、補強用金具18と木材との接合強度を一段と強
固なものにすることができ、かくして従来に比して倒壊
し難い安全な木造建築物及びこれを実現する補強用金具
18を得ることができる。
[Function] The first and second metal fittings 18 for reinforcing wooden structures
2, third and fourth sides C-D, D-A, A-B and B-
A square iron plate having C, which is adjacent to the iron plate
Surrounded by the first and fourth sides C-D and B-C
The right and left triangular iron-shaped first iron plate portion 20A to the second and third
The right-angled triangular shape surrounded by the sides D-A and A-B
Bend 180 ° in the direction of the second iron plate portion 20B and fold it in half
We welded it to form a right-angled triangular fold.
The wood to be attached (3B, 8), (2A, 2
B, 3A) Reinforcement with greater stickiness
And wood (3B, 8), (2A, 2B,
3A) can support the external force given by
Therefore, the joint strength between the reinforcing metal fittings 18 and the wood is further strengthened.
Can be made solid and thus collapsed compared to conventional
Hard and safe wooden construction and reinforcing metal fittings to realize it
18 can be obtained.

【0009】[0009]

【発明の実施の形態】以下図面について、本発明の一実
施例を詳述する。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention will be described in detail below with reference to the drawings.

【0010】(1)木造住宅の骨格 図1及び図2に2階建て木造住宅の一般的な骨格構造を
示す。木造住宅はコンクリート製の基礎1にアンカーボ
ルトで固定された木材を土台2として用い、この土台2
の上に柱3を縦軸として建てるようになされている。柱
3には各隅部の要部に配置される通し柱3Aと、部屋の
間取りに応じて配置される管柱3Bの2種類があり、建
物の構造に応じて使い分けられている。これら柱3には
横軸として胴差4、2階梁5、台輪6、軒桁7及び小屋
梁8等が取り付けられている。
(1) Skeleton of Wooden House FIGS. 1 and 2 show a general skeleton structure of a two-story wooden house. In a wooden house, timber fixed to a concrete foundation 1 with anchor bolts is used as a base 2, and the base 2
It is designed to be built on the pillar with the pillar 3 as the vertical axis. There are two types of pillars 3 which are through pillars 3A arranged at the main parts of the respective corners and tube pillars 3B arranged according to the floor plan of the room, and are properly used according to the structure of the building. The columns 3 are provided with a body difference 4, a second-level beam 5, a bogie 6, an eaves girder 7 and a shed beam 8 as the horizontal axis.

【0011】この実施例の木造住宅の場合、バルコニー
根太9が胴差4、2階梁5及び台輪6に固定されている
が、このバルコニー根太9は2階部分にバルコニーを設
けるために用意されている。この他、各階の4隅には各
階平面内のねじれを防止する目的から火打土台10や火
打梁11が設けられており、また壁のねじれを防止する
ため筋違12が設けられている。これら各種部材によつ
て1階部分及び2階部分の軸組が構成されている。
In the case of the wooden house of this embodiment, the balcony joist 9 is fixed to the body difference 4, the second floor beam 5 and the pedestal wheel 6. This balcony joist 9 is prepared to provide a balcony on the second floor. Has been done. In addition to this, at the four corners of each floor, a fired platform 10 and a fired beam 11 are provided for the purpose of preventing twisting in each floor plane, and braces 12 are provided to prevent twisting of the wall. These various members form a shaft assembly of the first floor portion and the second floor portion.

【0012】一方、屋根13は束14、母屋15及び架
設用角材16によつて支持されている。ここで束14は
小屋梁8に対して鎹で固定された支柱であり、屋根13
に傾斜が生じるよう軒先に近いものほど長さの短いもの
が用いられている。また母屋15は架設用角材16を支
えるため対向する位置にある一対の束14を互いに接続
するようになされている。なおこの実施例の場合、束1
4が横に倒れないように小屋貫17と呼ばれる補強材に
よつて束14が相互に固定されている。
On the other hand, the roof 13 is supported by a bundle 14, a purlin 15, and an erection square 16. Here, the bundle 14 is a pillar fixed to the shed beam 8 with hail, and the roof 13
The closer the eaves to the eaves, the shorter the length is used. Further, the purlin 15 connects the pair of bundles 14 located at opposite positions to each other so as to support the erection square members 16. In this embodiment, the bundle 1
The bundles 14 are fixed to each other by a reinforcing material called a barn 17 so that the bundles 4 do not fall sideways.

【0013】以上が在来軸組工法で建てられる木造住宅
の概略構造であるが、この実施例では構造上のねばりを
強化するため各部材の結合部に補強用金具18を取り付
けている。この補強用金具18は表面を亜鉛めつきした
鉄板を用いる。ここで構造上のねばりとは、力を受けて
変形しても壊れずに持ちこたえる能力のことを言い、本
実施例で説明する補強用金具はこの思想を基本思想とし
ている。補強用金具18の構造とその用途例を次項にお
いて説明する。
The above is the general structure of the wooden house constructed by the conventional frame construction method. In this embodiment, the reinforcing metal fitting 18 is attached to the connecting portion of each member in order to strengthen the structural rigidity. As the reinforcing metal fitting 18, an iron plate having a zinc-plated surface is used. Here, the structural stickiness refers to the ability to withstand without being broken even if it receives a force and is deformed, and the reinforcing metal fitting described in this embodiment has this idea as a basic idea. The structure of the reinforcing metal fitting 18 and an example of its application will be described in the next section.

【0014】(2)補強用金具の構成 図3に補強用金具18を示す。この補強用金具18は土
台2と柱3との結合部のように比較的太い角材同士の結
合部分や、柱3Bと小屋梁8との結合部等に用いて好適
なものである。この実施例において説明する補強用金具
18は、金属のもつ柔らかさ及び粘り強さに着目した補
強用金具である。このため図3(A)に示すように、一
辺が30〔cm〕でなる厚み2〔mm〕の鉄板を用意する。な
お鉄板としては表面が亜鉛めつきされているものを用い
る。以下、補強用金具18に加工するまでの手順を説明
する。
(2) Structure of Reinforcing Metal Fitting FIG. 3 shows the reinforcing metal fitting 18. The reinforcing metal fitting 18 is suitable for use in a connecting portion between relatively thick square members such as a connecting portion between the base 2 and the pillar 3 or a connecting portion between the pillar 3B and the roof beam 8. The reinforcing metal fitting 18 described in this embodiment is a reinforcing metal fitting focused on the softness and tenacity of metal. Therefore, as shown in FIG. 3A, an iron plate having a side of 30 cm and a thickness of 2 mm is prepared. As the iron plate, one having a zinc-plated surface is used. Hereinafter, a procedure for processing the reinforcing metal fitting 18 will be described.

【0015】ここで図3(A)に示すように、断面が正
方形形状でなる鉄板の4隅の点をそれぞれA、B、C及
びDで表す。まず線分A−B上の端点Aから6〔cm〕の
位置にある点Eと、点E及び点B間を3等分する点F及
び点Gとから、線分A−Dと平行に長さ6〔cm〕でなる
切り込み18A1 、18A2 及び18A3 をそれぞれ形
成する。同様に線分A−D上の端点Aから6〔cm〕の位
置にある点H及び点D間を3等分する点I及び点Jか
ら、線分A−Bと平行に長さ6〔cm〕でなる切り込み1
8A4 及び18A5 をそれぞれ形成する。またこの段階
において、鉄板の左隅位置の6〔cm〕×6〔cm〕の領域
部分に直径4〔mm〕でなる3つの釘穴18Bを穿設する
と共に、8〔cm〕×6〔cm〕の領域部分に賽子の「五」
と同様の配置で釘穴18Bを穿設しておく。
As shown in FIG. 3A, points at four corners of the iron plate having a square cross section are represented by A, B, C and D, respectively. First, a point E at a position 6 [cm] from the end point A on the line segment AB, and a point F and a point G that divide the point E and the point B into three equal parts are parallel to the line segment AD. Notches 18A 1 , 18A 2 and 18A 3 having a length of 6 cm are formed, respectively. Similarly, from a point I and a point J, which divides the point H and the point D at a position 6 [cm] from the end point A on the line segment A-D into three equal parts, a length 6 [ 1 cm notch
8A 4 and 18A 5 are formed respectively. Also, at this stage, three nail holes 18B with a diameter of 4 [mm] are drilled in the area of 6 [cm] x 6 [cm] at the left corner of the iron plate, and 8 [cm] x 6 [cm] Saiko's "five" in the area of
The nail hole 18B is formed in the same arrangement as the above.

【0016】このように下準備が終了すると、続いて図
3(B)に示すように、切り込み18A1、18A2及び
18A3の終点E′、F′、及びG′を結ぶ仮想線の延
長線線分B−Cとの交点Kと、切り込み18A4及び1
8A5の終点I′及びJ′を結ぶ仮想線の延長線と線分
C−Dとの交点Lとを結ぶ直線が稜線となるように鉄板
を180°折り曲げることにより、外側部分を取り付け
部20C及び20Dとして残して、対面する部分(これ
を第1及び第2の鉄板部20A及び20Bと呼ぶ)を互
いに溶接して固定し、これにより補強金具18を得る。
この溶接により点E′、K及びLでなる2つ折り部分
補強用金具18の厚みは、見掛け上4〔mm〕でなるのと
同じである。なお図中18Cは溶接される位置を表して
いる。
When the preparation is completed in this way, subsequently, as shown in FIG. 3B, an extension line segment of an imaginary line connecting the end points E ', F', and G'of the cuts 18A1, 18A2, and 18A3. Intersection K with B-C and notches 18A4 and 1
The Rukoto bent 180 ° the iron plate as a straight line connecting the intersection L between the extension line and the line segment C-D virtual line connecting the end points I 'and J' of 8A5 becomes ridgeline, attaching the outer portion
Leave the parts 20C and 20D, the facing part (this
Are referred to as first and second iron plate portions 20A and 20B) and are fixed to each other by welding , whereby the reinforcing metal fitting 18 is obtained.
The thickness of the reinforcing metal fitting 18 at the two-folded portion formed by the points E ′, K and L by this welding is the same as apparently 4 [mm]. In the figure, 18C represents a welding position.

【0017】この結果、この補強用金具18は 、切り
込み18A1、18A2、18A3、18A4及び18A5
が存在することにより、領域E−F−F′−E′、領域
F−G−G′−F′、領域G−B−K−G′、領域I−
I′−J′−J及び領域J−J′−L−Dでなる取り付
け部分をそれぞれ線分A−B及びA−Dに平行な仮想線
E′−F′、F′−G′、G′−K、E′−I′、I′
−J′及びJ′−Lに対して自在に折り曲げ可能であ
り、接合部材を包み込むように多面的に補強できるよう
になされている。このことは補強用金具18に釘を打ち
つけることができる面積が多いことを意味し、従つて補
強用金具18と接合部材との接合強度を一段と強固なも
のにすることができる。この場合、各領域の鉄板の厚み
は2〔mm〕であるので、容易に折り曲げることができ、
被取付け対象である各部材の接合状況に応じて補強用金
具18を加工して補強用金具18を取り付けることがで
きる。
As a result, the reinforcing metal fitting 18 has the notches 18A1, 18A2, 18A3, 18A4 and 18A5.
Exists, the regions E-F-F'-E ', the regions F-G-G'-F', the regions G-B-K-G ', and the regions I-
Mounting consisting of I'-J'-J and area J-J'-LD
Only portions of each segment A-B and a virtual line parallel to the A-D E'-F ', F'-G', G'-K, E'-I ', I'
-J 'and J'-L can be freely bent and can be reinforced in multiple directions so as to wrap the joining member. This means that there is a large area where the reinforcing metal fitting 18 can be hit with a nail, and accordingly, the joint strength between the reinforcing metal fitting 18 and the joining member can be made even stronger. In this case, since the thickness of the iron plate in each region is 2 [mm], it can be easily bent,
The reinforcing metal fitting 18 can be processed by attaching the reinforcing metal fitting 18 according to the joining state of the respective members to be attached.

【0018】またこの補強用金具18は、正方形形状で
なる鉄板から形成されているので、従来の棒状又はL字
状でなる補強用金具に比して、外力を面として支えるこ
とができるようになされている。従つて補強用金具18
と接合部材との接合強度を一段と強固なものにすること
ができる。
[0018] The reinforcing brace 18, because it is formed from a steel plate comprising a square shape, it may be compared to conventional rod-shaped or L-shaped in such that reinforcement brackets, supports an external force as a surface It is done like this. Therefore, reinforcing metal fittings 18
It is possible to further strengthen the bonding strength between the bonding member and the bonding member.

【0019】さらにこの補強用金具18は、釘穴18B
を介して接合部材に釘が打ちつけられる部分の厚みは2
〔mm〕であるのに対して、部材の取付け関係を支える補
強用金具18の点E′、K及びLでなる領域部分の構造
は2つ折りにされた鉄板同士が溶接されてなるので、あ
る意味で筒状の金具として機能する。このことは、大き
な引つ張り力及び伸長力に対する耐力が大きいことを意
味する。従つて従来のような一枚板でなる棒状又はL字
状の補強用金具に比して変形し難くなつており、かなり
大きな外力に対しても対抗し得るようになされている。
Further, the reinforcing metal fitting 18 has a nail hole 18B.
The thickness of the part where the nail is driven into the joining member via
On the other hand, the structure of the region portion of points E ', K and L of the reinforcing metal fitting 18 for supporting the mounting relationship of the members is obtained by welding the folded iron plates to each other. In a sense, it functions as a tubular metal fitting. This means that the proof stress against large pulling force and stretching force is large. Therefore, it is more difficult to be deformed than a conventional rod-shaped or L-shaped reinforcing metal member made of a single plate, and can resist a considerably large external force.

【0020】さらにこの補強用金具18は薄い鉄板に特
有の特性を積極的に利用している。すなわち外力によつ
て補強用金具18のもつねばり強さを利用し、鉄のもつ
柔らかさによつて外力に対抗するようになされており、
補強用金具18が途中でちぎれて建築物が一挙に倒壊し
ないようになされている。ここで補強用金具18の取付
け時にはかかる性質が生かされ、釘穴18Bが形成され
ている取付け部分の厚みが2〔mm〕と薄いので取付け時
にも手や金槌の力で折り曲げることができ、建築現場の
状況に応じて臨機応変に対処し得るようになされてい
る。
Further, the reinforcing metal member 18 positively utilizes the characteristics peculiar to the thin iron plate. That is, the toughness of the reinforcing metal fitting 18 is utilized by the external force, and the softness of iron is used to counter the external force.
It is designed so that the reinforcing metal fittings 18 will not be torn in the middle and the building will not collapse at once. This property is utilized when the reinforcing metal fitting 18 is attached, and since the thickness of the attachment portion where the nail hole 18B is formed is as thin as 2 [mm], it can be bent by the force of a hand or a hammer even when attaching. It is designed to be able to respond flexibly according to the situation at the site.

【0021】このように補強用金具18は、切り込みで
形成される領域を自在に折り曲げることができるように
なされているので、互いに直交する部材同士の接合部を
多面的に補強し得ると共に外力を面として支えることが
できるので、引つ張り力及び伸長力に対して粘り強く、
補強用金具18と接合部材との接合強度を一段と強固な
ものにすることができる。この補強用金具18の取付け
例を図4〜図6に示す。なお図4〜図6におけるA、
B、C、……Lの表記は図3に示す補強用金具18に付
したA、B、C……Lと同じ位置を表しており、どのよ
うに折り曲げたかを説明する際の目印である。
As described above, since the reinforcing metal fitting 18 can freely bend the region formed by the notch, it is possible to reinforce the joint portion between members orthogonal to each other in a multifaceted manner and to apply an external force. As it can be supported as a surface, it is tenacious against tension and extension,
The joint strength between the reinforcing metal member 18 and the joint member can be made even stronger. An example of attachment of the reinforcing metal fitting 18 is shown in FIGS. In addition, A in FIGS.
The notations B, C, ... L represent the same positions as A, B, C, ... L attached to the reinforcing metal fitting 18 shown in FIG. 3, and are marks for explaining how the parts are bent. .

【0022】(2−1)補強用金具18の取付け例 図4に補強用金具18の第1の取付け例を示す。図4は
図2に示す2階管柱3Bと小屋梁8との接合部分に取り
付けた例であり、線分F′−G′及び線分I′−J′が
稜線となるように折り曲げてこれら部材に取り付けた例
を示している。
(2-1) Mounting Example of Reinforcing Metal Fitting 18 FIG. 4 shows a first mounting example of the reinforcing metal fitting 18. FIG. 4 shows an example in which it is attached to the joint between the second-tier pipe column 3B and the shed beam 8 shown in FIG. 2, and is bent so that the line segment F′-G ′ and the line segment I′-J ′ are ridge lines. The example attached to these members is shown.

【0023】このように補強用金具18を変形して取り
付けると、2階管柱3B及び小屋梁8に対してそれぞれ
釘を2方向から打ち付けることができると共に、2階管
柱3Bと小屋梁8との接合部の近辺に釘を集中的に打ち
込むことができ、しかも2階管柱3B及び小屋梁8に作
用する外力を補強用金具18が面として支えることがで
きるので、2階管柱3Bと小屋梁8との接合力を一段と
強化することができる。また釘を打付ける部分の形状が
長方形形状となり比較的大きな面積を確保できるため外
力に対するねばりを強化することができる。
When the reinforcing metal fittings 18 are deformed and attached in this manner, nails can be struck from two directions on the second floor pipe pillar 3B and the shed beam 8 respectively, and at the same time, the second floor pipe pillar 3B and the shed beam 8 can be hit. The nails can be intensively driven in the vicinity of the joint portion with and the external force acting on the second floor pipe pillar 3B and the roof beam 8 can be supported by the reinforcing metal fitting 18 as a surface, so the second floor pipe pillar 3B It is possible to further strengthen the bonding force between the roof beam 8 and the roof beam 8. Further, since the shape of the portion where the nail is hit becomes rectangular and a relatively large area can be secured, the stickiness against external force can be strengthened.

【0024】ここで図4において、線分E′−I′が稜
線となるように折り曲げると共に線分H−E′が谷線と
なるように折り曲げ、線分E′−F′及び線分G′−K
が稜線となるように折り曲げるなど、補強用金具18の
折曲げ位置を適宜変えるようにしてもよい。
Here, in FIG. 4, the line segment E'-I 'is bent so that it becomes a ridge line, and the line segment HE-E' becomes a valley line, and the line segment E'-F 'and the line segment G are made. ′ -K
The bending position of the reinforcing metal fitting 18 may be appropriately changed, for example, by bending so as to form a ridge.

【0025】図5に補強用金具18の第2の取付け例を
示す。図5は横木同士の接合部に取り付けた例であり、
図4と同様に、線分F′−G′及び線分I′−J′が稜
線となるように折り曲げてこれら部材に取り付けた例を
示している。この場合においても、図4に示す取付け例
と同様の効果を得ることができる。ここで図5におい
て、線分E′−I′が稜線となるように折り曲げると共
に線分H−E′が稜線となるように折り曲げ、線分E′
−F′及び線分G′−Kが稜線となるように折り曲げる
など、補強用金具18の折り曲げ位置を適宜変えるよう
にしてもよい。
FIG. 5 shows a second mounting example of the reinforcing metal fitting 18. Fig. 5 shows an example of attachment at the joint between the horizontal bars.
Similar to FIG. 4, an example in which the line segment F′-G ′ and the line segment I′-J ′ are bent and attached to these members is shown. Even in this case, the same effect as that of the mounting example shown in FIG. 4 can be obtained. Here, in FIG. 5, the line segment E′-I ′ is bent so as to become a ridge line, and the line segment HE ′ is also bent so as to become a ridge line.
The bending position of the reinforcing metal fitting 18 may be appropriately changed, for example, by bending so that -F 'and the line segment G'-K become ridge lines.

【0026】図6に補強用金具18の第3の取付け例を
示す。図6は基礎1上に設けられた土台2Aと土台2B
と通柱3Aとの接合部に取り付けた例であり、線分H−
E′が谷線となるように折り曲げると共に、線分E′−
F′、線分G′−K及び線分I′−J′が稜線となるよ
うに折り曲げてこれら部材に取り付けた例を示してい
る。
FIG. 6 shows a third mounting example of the reinforcing metal fitting 18. FIG. 6 shows a base 2A and a base 2B provided on the foundation 1.
It is an example in which it is attached to the joint between the column and the pillar 3A, and the line segment H-
Bend it so that E'is a valley line, and add line segment E'-
An example is shown in which F ', line segment G'-K and line segment I'-J' are bent and attached to these members so as to form ridge lines.

【0027】このように補強用金具18を変形して取り
付けると、3方向から釘を打ち付けることができるので
3方向からの外力を面で支えることができ、これにより
3方向について構造上の粘りを強化することができる。
また土台2A及び2Bに対してそれぞれ2方向から釘を
打ち付けることができるので、いずれかの面で土台2A
及び土台2Bと補強用金具18とが結合された状態を維
持することができる。ここで図6において、線分E′−
I′が稜線となるように折り曲げると共に線分H−E′
が谷線となるように折り曲げ、線分F′−G′が稜線と
なるように折り曲げるなど、補強用金具18の折り曲げ
位置を適宜変えるようにしてもよい。
When the reinforcing metal fitting 18 is deformed and attached in this manner, the nail can be hit from three directions, so that the external force from the three directions can be supported by the surface, whereby structural stickiness in the three directions can be achieved. Can be strengthened.
Also, since nails can be struck from two directions on the bases 2A and 2B, respectively, the base 2A
Also, the state in which the base 2B and the reinforcing metal fitting 18 are coupled can be maintained. Here, in FIG. 6, a line segment E′−
Bend so that I'is a ridgeline and line segment HE '
May be changed so as to be a valley line, and the line segment F′-G ′ may be changed to a ridge line, and the bending position of the reinforcing metal fitting 18 may be changed appropriately.

【0028】(3)他の実施例 なお上述の実施例においては、補強用金具18の寸法と
して図3に示すものについて述べたが、本発明はこれに
限らず、他の数値のものを用いても良い。また釘穴18
Bの数や穿設位置はこれらの例に限らず、釘穴を一切設
けない場合にも適用し得る。
(3) Other Embodiments In the above-mentioned embodiments, the size of the reinforcing metal fitting 18 shown in FIG. 3 has been described, but the present invention is not limited to this, and other numerical values may be used. May be. Also nail hole 18
The number of B and the drilling position are not limited to these examples, and can be applied to the case where no nail hole is provided.

【0029】また上述の実施例においては、線分E−B
間に3つの切り込み18A1 、18A2 及び18A3
等間隔で形成すると共に、線分H−D間に2つの切り込
み18A4 及び18A5 を等間隔で形成した場合につい
て述べたが、本発明はこれに限らず、線分E−B間及び
線分H−D間にそれぞれ4つ以上の切り込み及び3つ以
上の切り込みを形成しても良い。この場合、必ずしも等
間隔で切り込みを設ける必要はない。また各切り込みに
よつて形成される鉄板の各領域部分のうちどの領域部分
を折り曲げるかは、接合場所に応じて適宜決める。この
場合、切り込みによつて形成される鉄板の各領域部分を
交互に折り曲げるようにすれば、部材の接合部を安定的
に補強することができる。
In the above embodiment, the line segment EB
Although the three notches 18A 1 , 18A 2 and 18A 3 are formed at equal intervals between them and the two notches 18A 4 and 18A 5 are formed at equal intervals between the line segments H-D, the present invention has been described. Is not limited to this, and four or more notches and three or more notches may be formed between the line segment EB and the line segment H-D, respectively. In this case, it is not always necessary to provide the notches at equal intervals. Further, which region part of each region part of the iron plate formed by each cut is to be bent is appropriately determined according to the joining place. In this case, if the respective area portions of the iron plate formed by the notches are alternately bent, the joint portion of the members can be stably reinforced.

【0030】さらに上述の実施例においては、補強用金
具18に用いられる鉄板の厚みを2〔mm〕に選定した場
合について述べたが、本発明はこれに限らず、比較的簡
単に整形できる範囲の厚みであつて所定の強度を保証す
ることができれば、他の数値の厚みでなる鉄板を用いて
補強用金具18を作製してもよい。さらに上述の実施例
においては、補強用金具18として表面を亜鉛めつきし
た鉄板を用いた場合について述べたが、本発明はこれに
限らず他のめつき剤でめつきされた鉄板を用いてもよ
い。
Further, in the above-mentioned embodiment, the case where the thickness of the iron plate used for the reinforcing metal fitting 18 is selected to be 2 [mm] has been described, but the present invention is not limited to this, and it can be shaped relatively easily. If it is possible to guarantee a predetermined strength with the thickness of the above, the reinforcing metal fitting 18 may be manufactured using an iron plate having another thickness. Furthermore, in the above-mentioned embodiment, the case where an iron plate having a zinc-plated surface was used as the reinforcing metal fitting 18 was described, but the present invention is not limited to this, and an iron plate plated with another plating agent is used. Good.

【0031】さらに上述の実施例においては、2階管柱
3Bと小屋梁8との接合部及び土台2Aと土台2Bと通
柱3Aとの接合部に補強用金具18を取り付けた場合に
ついて述べたが、本発明はこれに限らず、この他各部材
の接合部に補強用金具18を取り付けることができる。
さらに上述の実施例においては、各切り込み18A1
18A2 、18A3 、18A4 及び18A5 の長さを6
〔cm〕に選定し、各切り込みの間隔を8〔cm〕に選定し
た場合について述べたが、本発明はこれに限らず、補強
用金具18が取り付けられる部材の幅や厚み等に応じた
長さに選定するなど、他の長さに選定してもよい。
Further, in the above-mentioned embodiment, the case where the reinforcing metal fittings 18 are attached to the joint between the second floor pipe pillar 3B and the shed beam 8 and the joint between the base 2A, the base 2B and the through pillar 3A has been described. However, the present invention is not limited to this, and the reinforcing metal fitting 18 can be attached to the joint portion of each other member.
Further, in the above-described embodiment, each notch 18A 1 ,
Set the length of 18A 2 , 18A 3 , 18A 4 and 18A 5 to 6
[Cm] is selected, and the interval between the cuts is selected to be 8 [cm]. However, the present invention is not limited to this, and the length corresponding to the width and thickness of the member to which the reinforcing metal fitting 18 is attached is set. The length may be selected, and other lengths may be selected.

【0032】[0032]

【発明の効果】上述のように本発明によれば、木造建築
物の補強用金具18として、第1、第2、第3及び第4
の辺C−D、D−A、A−B及びB−Cを有する正方形
形状の鉄板であつて、当該鉄板の隣接する第1及び第4
の辺C−D及びB−Cによつて囲まれる直角三角形状の
第1の鉄板部20Aを第2及び第3の辺D−A及びA−
Bによつて囲まれる直角三角形状の第2の鉄板部20B
の方向に180°折り曲げて2つ折り溶接して直角三角
形状の2つ折り部分を形成したことにより、被取り付け
対象の木材に対して一段とねばりが大きい補強をするこ
とができると共に、木材から与えられる外力を面として
支えることができるので、補強用金具18と木材との接
合強度を一段を強固なものにすることができ、かくして
従来に比して倒壊し難い安全な木造建築物及びこれを実
現する補強用金具をることができる。
As described above, according to the present invention , the first, the second, the third, and the fourth metal fittings 18 for reinforcing a wooden building are provided.
Square with sides C-D, D-A, A-B and B-C of
Shaped iron plates, the first and the fourth adjacent to the iron plate
Of a right-angled triangle surrounded by sides C-D and B-C of
The first iron plate portion 20A is connected to the second and third sides DA and A-.
Second iron plate portion 20B in the shape of a right triangle surrounded by B
Bend 180 ° in the direction of, and weld in two to form a right-angled triangle
Formed in two folds, it can be attached
Reinforcement with a greater stickiness for the target wood.
As well as being able to support the external force applied from the wood as a surface, it is possible to further strengthen the joint strength between the reinforcing metal fitting 18 and the wood , thus making it more difficult to collapse than the conventional one. can Rukoto obtain a reinforcing brace to achieve safe wooden building and this.

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

【図1】本発明の実施例による木造建築物の骨組み構造
の説明に供する略線的断面図である。
FIG. 1 is a schematic cross-sectional view for explaining a frame structure of a wooden building according to an embodiment of the present invention.

【図2】本発明の実施例による木造建築物の骨組み構造
の説明に供する略線的斜視図である。
FIG. 2 is a schematic perspective view for explaining a frame structure of a wooden building according to an embodiment of the present invention.

【図3】本発明の実施例による補強用金具の概略構成を
示す略線図である。
FIG. 3 is a schematic diagram showing a schematic configuration of a reinforcing metal fitting according to an embodiment of the present invention.

【図4】図3に示す補強用金具の取付け例を示す略線的
斜視図である。
4 is a schematic perspective view showing an example of attachment of the reinforcing metal fitting shown in FIG.

【図5】図3に示す補強用金具の取付け例を示す略線的
斜視図である。
FIG. 5 is a schematic perspective view showing an example of attachment of the reinforcing metal fitting shown in FIG.

【図6】図3に示す補強用金具の取付け例を示す略線的
斜視図である。
FIG. 6 is a schematic perspective view showing an example of attachment of the reinforcing metal fitting shown in FIG.

【図7】従来用いられていた補強用金具を示す略線的斜
視図である。
FIG. 7 is a schematic perspective view showing a conventionally used reinforcing metal member.

【図8】図7に示す補強用金具の取付け例を示す略線的
斜視図である。
8 is a schematic perspective view showing an example of attachment of the reinforcing metal fitting shown in FIG.

【符号の説明】[Explanation of symbols]

1……基礎、2……土台、3A……通し柱、3B……管
柱、4……胴差、5……2階梁、6……台輪、7……軒
桁、8……小屋梁、9……バルコニー根太、10……火
打土台、11……火打梁、12……筋違、13……屋
根、14……束、15……母屋、16……架設用角材、
17……小屋貫、18……補強用金具、18A1 〜18
5 ……切り込み、18B……釘穴、18C……溶接位
置。
1 ... Foundation, 2 ... Base, 3A ... Through column, 3B ... Tube column, 4 ... Body difference, 5 ... Second floor beam, 6 ... Standing wheel, 7 ... Eaves girder, 8 ... Shed Beams, 9 ... Balcony joists, 10 ... Firing bases, 11 ... Firing beams, 12 ... Braces, 13 ... Roofs, 14 ... Bundles, 15 ... Purlins, 16 ... Construction timbers,
17 ...... hut transmural, 18 ...... reinforcing brace, 18A 1 ~18
A 5 ...... cuts, 18B ...... nail holes, 18C ...... welding position.

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】時計回りに見て順次第1、第2、第3及び
第4の辺C−D、D−A、A−B及びB−Cを有する
方形形状の鉄板20でなり、上記第1及び第4の辺C−
D及びB−Cによつて囲まれる直角三角形状の第1の鉄
板部20Aを上記第2及び第3の辺D−A及びA−B
よつて囲まれる直角三角形状の第2の鉄板部20Bの方
向に180°折り曲げることにより、上記第2及び第3
の辺D−A及びA−Bにそれぞれ沿うように所定の幅を
もつ第1及び第2の取り付け部20C及び20Dを残し
て、上記第1の鉄板部20Aを上記第2の鉄板部20B
に対向するように2つ折りにし、上記第1の鉄板部20
の表面の所定位置の部分を上記第2の鉄板部20B
対向する表面に溶接することにより上記第1及び第2の
鉄板部20A及び20Bによつて直角三角形状の2つ折
り部分を形成し、当該直角三角形状の2つの折り部分
連接する上記第1及び第2の取り付け部20C及び20
Dにそれぞれ上記第2及び第3の辺D−A及びA−Bか
ら、それぞれ上記第3の辺A−B及び上記第2の辺D−
Aに平行な切り込み18A4、18A5及び18A1、1
8A2、18A3を入れることにより上記第1及び第2の
取り付け部20C及び20Dを複数の取り付け片部分に
切り分け、上記取り付け片部分の1つ又は複数を折り曲
げることにより当該取り付け片部分の表面を木造建築物
の隅部を構成する木材の表面に釘打ちできるようにした
ことを特徴とする補強用金具。
1. A soon as the order when viewed in the clockwise direction first, second, third and fourth side C-D, D-A, iron positive <br/> rectangular shape having a A-B and B-C 20 and the first and fourth sides C-
A right-angled triangular first iron plate portion 20A surrounded by D and BC, and a right-angled triangular second iron plate portion surrounded by the second and third sides DA and AB. By bending 180 ° in the direction of 20B , the second and third
The first iron plate portion 20A and the second iron plate portion 20B , leaving the first and second attachment portions 20C and 20D having a predetermined width along the sides D-A and A-B , respectively.
The first iron plate portion 20 is folded in two so as to face
By welding a portion of the surface of A at a predetermined position to the surface facing the second iron plate portion 20B , the first and second iron plate portions 20A and 20B are folded in two in a right triangle shape.
Ri form part, said first and second mounting portions 20C and 20 connected to two folding parts of the shape the right-angled triangle
D is the second and third sides D-A and A-B, respectively.
From the third side AB and the second side D-, respectively.
Notches 18A4, 18A5 and 18A1, 1 parallel to A
By inserting 8A2 and 18A3,
Attach the attachment parts 20C and 20D to multiple attachment pieces
Separate and fold one or more of the above attachment pieces
The reinforcing metal fitting is characterized in that the surface of the mounting piece portion can be nailed to the surface of the wood constituting the corner of the wooden building by peeling.
【請求項2】時計回りに見て順次第1、第2、第3及び
第4の辺C−D、D−A、A−B及びB−Cを有する
方形形状の鉄板20でなり、上記第1及び第4の辺C−
D及びB−Cによつて囲まれる直角三角形状の第1の鉄
板部20Aを上記第2及び第3の辺D−A及びA−B
よつて囲まれる直角三角形状の第2の鉄板部20Bの方
向に180°折り曲げることにより、上記第2及び第3
の辺D−A及びA−Bにそれぞれ沿うように所定の幅を
もつ第1及び第2の取り付け部20C及び20Dを残し
て、上記第1の鉄板部20Aを上記第2の鉄板部20B
に対向するように2つ折りにし、上記第1の鉄板部20
の表面の所定位置の部分を上記第2の鉄板部20B
対向する表面に溶接することにより上記第1及び第2の
鉄板部20A及び20Bによつて直角三角形状の2つ折
り部分を形成してなる補強用金具18を有し、木造建築
物の複数の柱が交差する部分について、当該複数の柱の
表面に上記直角三角形状の2つ折り部分に連接する上記
第1及び第2の取り付け部20C及び20Dにそれぞれ
上記第2及び第3の辺D−A及びA−Bから、それぞれ
上記第3の辺A−B及び上記第2の辺D−Aに平行な切
り込み18A4、18A5及び18A1、18A2、18A
3を入れることにより上記第1及び第2の取り付け部2
0C及び20Dを複数の取り付け片部分に切り分け、上
記取り付け片部分の1つ又は複数を折り曲げることによ
つて当該取り付け片部分の表面を上記複数の木材の所望
の表面に当接させて釘打ち固定することにより、上記複
数の柱が交差する部分を補強する ことを特徴とする木造建築物。
2. A first, a second, a third and
Fourth sideC-D, D-A, A-B and B-CHavePositive
Square shaped iron plate20And the above-mentioned first and fourth sidesC-
D and BCRight iron in the shape of a right triangle surrounded by
Board20AIs the second and third sidesDA and ABTo
Second iron plate part in the shape of a right triangle surrounded by20BWho
By bending 180 ° in the same direction,
Side ofDA and ABA predetermined width along each
First and second attachment parts having20C and 20DLeave
The first iron plate part20AThe above-mentioned second iron plate part20B
The first iron plate portion is folded in two so as to be opposed to20
AThe part of the surface of the above is the second iron plate part20BTo
By welding the opposite surfaces, the first and second
Iron plate20A and 20BBy a right triangleFolded in two
PartReinforcing metal fittings18Having a wooden construction
About the part where multiple pillars of an object intersect,
On the surface of the right triangleFolded partConnected to the above
First and second mounting parts20C and 20D respectively
From the second and third sides DA and AB, respectively,
A cut parallel to the third side AB and the second side DA.
Embedded 18A4, 18A5 and 18A1, 18A2, 18A
By inserting 3, the above-mentioned first and second mounting portions 2
Cut 0C and 20D into multiple mounting pieces,
By bending one or more of the attachment pieces
Therefore, the surface of the mounting piece part is desired to have the above-mentioned wood.
By contacting the surface of the
Reinforce the intersection of several columns A wooden building characterized by that.
【請求項3】垂直方向に立設する第1の木材3Bの側面
に、水平方向に延長する第2の木材の先端が当接する
木造建築物の接合部分について、上記第1及び第2の木
3B及び8の接合部分の側面に上記補強用金具18
上記直角三角形状の2つ折り部分のうち直角部分に連接
する第1の上記取り付け片部を釘打ち固定すると共
に、上記第1の取り付け片部の上記直角部分より外側
の部分の第2及び第3の上記取り付け片部をそれぞれ
上記第1及び第2の木材3B及び8の表面に釘打ち固定
する ことを特徴とする請求項に記載の木造建築物。
3. A joining portion of a wooden structure in which a tip end of a second wood piece 8 extending in a horizontal direction is in contact with a side surface of a first wood piece 3B standing upright in the vertical direction. a first of the mounting piece portion component which connects the right-angled portion of the folded portion sides of the reinforcing brace 18 of the right triangle of the joint portion of the timber 3B and 8 while nailing fixed, the first wherein the second and third the mounting piece portion content of the outer portion than the right-angled portion of the mounting piece portions min, respectively, characterized in that nailing fixed to the surface of the first and second timber 3B and 8 Item 3. The wooden building according to item 2 .
【請求項4】水平方向に延長する第1及び第2の木材の
先端が互いに直交する方向から当接する木造建築物の接
合部分について、上記第1及び第2の木材の接合部分の
上面に上記補強用金具18の上記直角三角形状の2つ折
り部分のうち直角部分に連接する第1の上記取り付け片
を釘打ち固定すると共に、上記第1の取り付け片部
の上記直角部分より外側の部分の第2及び第3の上記
取り付け片部をそれぞれ上記第1及び第2の木材の
に釘打ち固定する ことを特徴とする請求項に記載の木造建築物。
4. A joint portion of a wooden structure in which the tips of first and second lumbers extending in the horizontal direction are in contact with each other in directions orthogonal to each other, and the joint portion of the first and second lumbers has an upper surface above the joint portion. 2 of the right triangular reinforcing brace 18 Fold
Ri first the mounting piece <br/> unit content of which connects the right-angled portion of the part as well as nailing fixed, the first mounting piece portion
Table minute of the second and third of the mounting piece portion content of each of the first and second timber outer portion than the right-angled portion
The wooden structure according to claim 2 , wherein the wooden structure is nailed and fixed to the surface .
【請求項5】水平方向に延長する第1及び第2の木材
B及び2Aの先端が互いに直交する方向から当接しかつ
当該当接部分から上方向に垂直方向に第3の木材3A
立設する木造建築物の接合部分について、上記第1の木
2Bの上面又は側面、上記第2の木材2Aの上面又は
側面、並びに上記第3の木材3Aの側面に上記補強用金
18の上記直角三角形状の2つ折り部分のうち直角部
分に連接する第1の上記取り付け片部を釘打ち固定す
ると共に、上記第1の取り付け片部の上記直角部分よ
り外側の部分の第2及び第3の上記取り付け片部をそ
れぞれ上記第1及び第2の木材2B及び2Aの上面又は
側面に釘打ち固定する ことを特徴とする請求項に記載の木造建築物。
5. A first and a second wood 2 extending horizontally.
The tip of the B and 2A is the junction of the wooden building which third timber 3A upward in the vertical direction is perpendicularly from contact and the abutting portion from the direction perpendicular to the physician each other, the first timber 2B the top or side, top or side surface of the second timber 2A, and the first articulating the right-angled portion of the folded portion of the right-angled triangular upper Symbol reinforcing brace 18 to the side surface of the third timber 3A together with the mounting piece component for nailing fixed, the first mounting piece portion component of the right-angled portion from outside of the second and third portions said mounting piece portion content of the first and second, respectively The wooden structure according to claim 2 , which is nailed and fixed to the upper surface or the side surface of the timbers 2B and 2A .
JP5684796A 1996-02-20 1996-02-20 Reinforcement metal fittings and wooden buildings Expired - Lifetime JP3418897B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5684796A JP3418897B2 (en) 1996-02-20 1996-02-20 Reinforcement metal fittings and wooden buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5684796A JP3418897B2 (en) 1996-02-20 1996-02-20 Reinforcement metal fittings and wooden buildings

Publications (2)

Publication Number Publication Date
JPH09228477A JPH09228477A (en) 1997-09-02
JP3418897B2 true JP3418897B2 (en) 2003-06-23

Family

ID=13038817

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5684796A Expired - Lifetime JP3418897B2 (en) 1996-02-20 1996-02-20 Reinforcement metal fittings and wooden buildings

Country Status (1)

Country Link
JP (1) JP3418897B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5142574B2 (en) * 2007-04-06 2013-02-13 株式会社ニューホームシステム Wooden building

Also Published As

Publication number Publication date
JPH09228477A (en) 1997-09-02

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