JPH1025838A - Brace reinforcing fitting - Google Patents

Brace reinforcing fitting

Info

Publication number
JPH1025838A
JPH1025838A JP21493196A JP21493196A JPH1025838A JP H1025838 A JPH1025838 A JP H1025838A JP 21493196 A JP21493196 A JP 21493196A JP 21493196 A JP21493196 A JP 21493196A JP H1025838 A JPH1025838 A JP H1025838A
Authority
JP
Japan
Prior art keywords
corner
flat iron
girder
columns
fittings
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
JP21493196A
Other languages
Japanese (ja)
Inventor
Yukio Shiraishi
幸生 白石
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP21493196A priority Critical patent/JPH1025838A/en
Publication of JPH1025838A publication Critical patent/JPH1025838A/en
Pending legal-status Critical Current

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  • Load-Bearing And Curtain Walls (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a wooden house of sufficient strength by binding corner fittings, fitted to the inside of four corners formed by a sill, a girder and columns, by connecting fittings and bracing flat iron plates, and connecting the bracing flat iron plates and the corner fittings by length adjusting members. SOLUTION: A pair of columns 3 are erected with a specified space between a sill 1 and a girder 2. Corner fittings 4, 5, 6, 7 are fitted to four corners on the inside where the sill 1 and the girder 2 intersect at a right angle, and connecting fittings 8, 9 are fitted to the upper face of the sill 1 and the lower face of the girder 2 to bind the corner fittings 4, 5, 6, 7 to each other. Two bracing flat iron plates 12, 13 are disposed on the diagonal lines of four corners, and the corner fittings 4, 5, 6, 7 are bound thereto. Length adjusting members 20 are interposed between the respective lower end parts of the bracing flat iron plates 12, 13 and the corner fittings 4, 5, 6, 7. A wooden house that can sufficiently withstand compressive force and tensile force and can improve aseismatic strength can thereby be provided.

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】本発明は本造住宅の筋交いを
補強するための筋交い補強金具の改良に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improvement in a brace reinforcing metal fitting for reinforcing a brace of a built-in house.

【0002】[0002]

【従来の技術】従来この種補強金具はいろいろ提案され
ており、例えば実開昭64−41503号公報には土台
と桁及び柱とで形成する四隅に固定金具を取付け、対角
線上に位置する固定金具を2種類の金属パイプをネジで
結合し長さを調整しうる筋交いで緊結するようにした筋
交い金具が提案されている。
2. Description of the Related Art Conventionally, various types of reinforcing brackets have been proposed. For example, Japanese Utility Model Laid-Open Publication No. 64-41503 discloses fixing brackets mounted at four corners formed by a base, a girder, and a column, and fixed at diagonal lines. Brace fittings have been proposed in which two kinds of metal pipes are connected by screws and the fittings are tied with a brace whose length can be adjusted.

【0003】[0003]

【発明が解決しようとする課題】上記した筋交い金具は
ネジを設けたパイプと雌ネジを切ったパイプとそれらの
自由端に溶接付けされた取付け板とから構成されている
ため長さ調整時上記取付け板の何れか一方を外さなけれ
ば長さの調整は出来ず、そのため筋交い金具の装着に手
間取るおそれがあり、又ネジ付き棒をいわゆるターンバ
ックルで連結するようにした筋交い金具にあっては構造
が複雑で、操作が困難な上、四隅に位置すする固定金具
は土台と柱及び柱と軒桁とに固定されているのみでそれ
らが互いに水平方向及び垂直方向に連結されていないた
め土台や軒桁及び柱のいずれかが収縮したような場合上
記ターンバックルにに無理な應力が加わり、強度的には
必ずしも十分とは言えず問題がある。
Since the above-mentioned brace fitting is composed of a pipe provided with a thread, a pipe threaded with a female thread, and a mounting plate welded to their free ends, the above-mentioned bracing metal fitting is required. If one of the mounting plates is not removed, the length cannot be adjusted, and it may take time to attach the brace bracket.Therefore, the structure of the brace bracket that connects the threaded rod with a so-called turnbuckle Is complicated and difficult to operate, and the fixing brackets located at the four corners are fixed only to the base and pillars and the columns and eaves girders, and they are not connected to each other in the horizontal and vertical directions. When either the eaves girder or the column shrinks, an excessive force is applied to the turnbuckle, and there is a problem that the strength is not always sufficient.

【0004】[0004]

【課題を解決するための手段】本発明は、土台と桁との
間に所定間隔隔てゝ立設した一対の柱と上記土台及び桁
とが直角に交わる内側の各四隅に取付けたコーナー金
具、上記柱と柱の間に位置する上記土台上面と上記柱と
柱の間に位置する上記桁下面及び上記一対の柱のそれぞ
れの内側に取付けられ上記四隅に取付けたコーナー金具
を互いに水平方向並びに垂直方向に緊結するつなぎ金
具、上記四隅の対角線上に交叉して配設され上記四隅の
コーナー金具を互いに緊結する2枚の筋交い平鉄板及び
上記平鉄板それぞれの下端部と上記土台と柱とで形成す
る隅に位置するコーナー金具との間に介装され両者のそ
の長手方向の長さを調整する長さ調整部材とからなるこ
とを特徴とし、その目的とするところは、極めてコンパ
クトな構成で従来の不具合点を未然に解消しうる筋交い
補強金具を提供しようとするものである。
According to the present invention, there is provided a corner fitting mounted on each of four inner corners where a pair of pillars erected at a predetermined distance between a base and a girder and the base and the girder intersect at right angles, The upper surface of the base located between the columns and the columns, the lower surface of the girder located between the columns and the columns, and the corner fittings attached to the inside of each of the pair of columns and attached to the four corners are horizontally and vertically mutually. A connecting metal fitting formed in two directions, two braided flat iron plates which are disposed to cross over the diagonal lines of the four corners and tighten the corner metal fittings of the four corners to each other, and are formed by the lower ends of the flat iron plates, the base, and the columns. And a length adjustment member that is interposed between the corner fittings located at the corners to be adjusted and adjusts the length of the two in the longitudinal direction. No It is intended to provide a brace reinforcing bracket which can overcome consent to advance.

【0005】[0005]

【作用】本発明は上記したとおり、土台と桁及び柱とで
形成する四隅の内側にそれぞれ取付けたコーナー金具が
上記つなぎ金具で水平方向並びに垂直方向に強固に緊結
し、上記四隅の対角線上に位置するコーナー金具は筋交
い平鉄板で交叉して緊結し、この筋交い平鉄板のそれぞ
れの下端部と上記土台上に位置するコーナー金具とを長
さ調整部材で連結結合して土台と桁及び柱とをそれらの
内側において強固に固定する。
As described above, according to the present invention, the corner fittings attached to the inside of each of the four corners formed by the base, the girder, and the column are firmly tightened in the horizontal and vertical directions by the above-mentioned connecting fittings. The corner fittings located are crossed and tightened by brace flat iron plates, and the lower end of each of the brace flat iron plates and the corner fittings located on the base are connected and connected by a length adjusting member, and the base, the girder and the column are connected. Are firmly fixed inside them.

【0006】[0006]

【実施例】次に本発明の最も好ましい図示実施例につい
て説明する。図1ないし図6において、1は周知の布基
礎上に取付けた土台、2はその上方に配設された桁で、
両者の間には周知の要領で一対の柱3,3が所定間隔隔
てゝ立設されている。4,5,6及び7はコーナー金具
で、所要数のボルト貫通用の長穴を設けた垂直部14と
これと同様の長穴を設けた水平部15及びそれらの立上
り片内側に溶着した三角コーナー板16とから構成さ
れ、上記土台1と桁2及び柱3,3とが直交して形成す
る四隅の内側にアンカーボルトや桁2及び柱3,3を貫
通して設けたボルトにより土台1、桁2及び柱3,3に
強固に固着される。8,9はつなぎ金具で、本体16と
その両端に溶着され所要数のボルト貫通用の長穴を具え
るつなぎ片17,17とからなり、上記つなぎ金具8は
柱3と柱3との間に位置して土台1にボルトその他によ
り固定されその両端は上記水平部15,15にボルトな
どで緊結され、上記つなぎ金具9は柱3と柱3との間に
位置して桁2の下面に固定されその両端はコーナー金具
6,7の水平部15,15にボルトなどで緊結される。
10,11は垂直方向のつなぎ金具で、本体18とその
両端に溶着され所要数のボルト貫通用の長穴を具えるつ
なぎ片19とからなり、柱3,3の内側に固着されその
両端はそれぞれ上記コーナー金具の垂直部14にボルト
等で緊結されている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, the most preferred illustrated embodiment of the present invention will be described. 1 to 6, reference numeral 1 denotes a base mounted on a well-known cloth foundation, and 2 denotes a girder disposed thereon.
Between the two, a pair of pillars 3, 3 are erected at a predetermined interval in a well-known manner. Reference numerals 4, 5, 6 and 7 denote corner fittings, each of which has a vertical portion 14 provided with a required number of long holes for bolt penetration, a horizontal portion 15 provided with a similar long hole, and a triangle welded to the inside of the rising portion thereof. A corner plate 16 is provided. An anchor bolt or a bolt provided through the spar 2 and the columns 3 and 3 is provided inside four corners formed by the base 1 and the spar 2 and the columns 3 and 3 orthogonally. , The spar 2 and the columns 3, 3. Reference numerals 8 and 9 denote connecting metal fittings, each of which comprises a main body 16 and connecting pieces 17 and 17 which are welded to both ends thereof and have a required number of long holes for bolt penetration, and the connecting metal fitting 8 is provided between the columns 3 and 3. Is fixed to the base 1 by bolts or the like, and both ends thereof are fastened to the horizontal portions 15 and 15 by bolts, etc., and the tie 9 is located between the columns 3 and 3 and is located on the lower surface of the beam 2. It is fixed and its both ends are fastened to the horizontal parts 15, 15 of the corner fittings 6, 7 by bolts or the like.
Numerals 10 and 11 denote vertical connecting members which are composed of a main body 18 and connecting members 19 which are welded to both ends thereof and have a required number of elongated holes for bolt penetration, and which are fixed inside pillars 3 and 3 and both ends of which are fixed. Each of the corner fittings is connected to a vertical portion 14 of the corner fitting with a bolt or the like.

【0007】12,13は筋交い平鉄板で、図1に示す
ように交叉して設けられ、上記平鉄板12の上端は上記
三角コーナー板16に、上記平鉄板13の土端は上記三
角コーナー板16にそれぞれ緊結され、上記平鉄板12
の下端部は上記コーナー板16に、上記平鉄板13の下
端部は上記三角コーナー板16にそれぞれ緊結されてい
る。20は長さ調整部材で、筋交い平鉄板12,13の
下端部に設けた第1開口部21に埋込れ上記三角コーナ
ー板16に固着される固定板23、これに固着のボルト
24、上記平鉄板12,13に溶着され上記ボルト24
の中央部を支承するスリーブ25、同スリーブ25に隣
接して筋交い平鉄板12,13に設けた第2開口部22
内に位置し上記ボルト24のねじ部に螺着されたナット
26とから構成されている。27は上記平鉄板12,1
3の下端部に設けた長穴で、上記平鉄板の長手方向に平
行して設けられ、柱3,3などの収縮に対応して上記平
鉄板12,13と上記三角コーナー板16とを緊結する
ボルトを緩めて上記ボルト26を調整操作して上記平鉄
板12,13を三角コーナー板16に対して調整移動さ
せた後ボルトを締めるようにして筋交い平鉄板を介して
コーナー金具4,7及び又はコーナー金具5,6との間
の長さを調整設定する。28は横梁でその両端は上記つ
なぎ金具10,11の中央部に固着されるとともに上記
平鉄板12,13の交叉部にボルトにより固着されてい
る。
As shown in FIG. 1, reference numerals 12 and 13 denote braided flat iron plates, which are provided so as to intersect with each other. The upper end of the flat iron plate 12 is at the triangular corner plate 16 and the soil end of the flat iron plate 13 is at the triangular corner plate. 16 and the flat iron plate 12
Is connected to the corner plate 16, and the lower end of the flat iron plate 13 is connected to the triangular corner plate 16, respectively. Reference numeral 20 denotes a length adjusting member, which is embedded in a first opening 21 provided at the lower end of the braided flat iron plates 12 and 13 and fixed to the triangular corner plate 16 and fixed to the triangular corner plate 16; The bolt 24 welded to the flat iron plates 12 and 13
25 supporting a central portion of the steel plate, and a second opening 22 provided in the flat iron plates 12 and 13 adjacent to the sleeve 25 and bracing.
And a nut 26 screwed into the screw portion of the bolt 24. 27 is the flat iron plate 12,1
A long hole provided at the lower end of the flat iron plate 3 is provided in parallel with the longitudinal direction of the flat iron plate, and binds the flat iron plates 12 and 13 and the triangular corner plate 16 in response to shrinkage of the columns 3 and 3. The flat iron plates 12, 13 are adjusted and moved with respect to the triangular corner plate 16 by loosening the bolts to be adjusted, and the flat iron plates 12, 13 are adjusted and moved with respect to the triangular corner plate 16, and then the bolts are tightened. Alternatively, the length between the corner fittings 5 and 6 is adjusted and set. Numeral 28 denotes a cross beam, both ends of which are fixed to the central portions of the connecting fittings 10 and 11, and which are fixed to intersections of the flat iron plates 12 and 13 by bolts.

【0008】上記実施例において、つなぎ金具8,9,
10,11はそれぞれ本体16,18とこれらの両端に
設けたつなぎ片17,18とから構成されているが、つ
なぎ片17,18の代りに上記本体自体の両端にボルト
貫通用の長穴を設けるようにしてもよい。又、上記筋交
い平鉄板の下端部をコーナー金具を構成する三角コーナ
ー板に緊結しているが、上記下端部をコーナー金具の水
平部及び垂直部の立上り部に直接緊結することもでき、
この場合は上記三角コーナー板はなくしてもよい。さら
に又、上記コーナー金具4,5,6,7は垂直部14と
水平部15とが同一長さに構成されているが、柱3と柱
3との間隔が狭いような場所でコーナー金具を使用する
場合は上記水平部を図7に示すように長く延ばしその先
端に上記したつなぎ片と同一なつなぎ片を固着し、これ
を反対側位置するコーナー金具に直接緊結するようにし
てもよく、土台1,桁2及び柱3,3に筋交い平鉄板1
2,13を締付けるボルトには緩み止めのワッシヤーを
使用した方が両者の緊結をより確実にする。なお、上記
実施例において、コーナー金具やつなぎ金具の大きさ,
釘穴の配置と大きさ及びボルト穴の配置と形状などはこ
れらの金具を使用する場所により取捨選択して決めるこ
とが可能である。
In the above embodiment, the connecting fittings 8, 9,
10 and 11 are respectively composed of main bodies 16 and 18 and connecting pieces 17 and 18 provided at both ends thereof. In place of the connecting pieces 17 and 18, elongated holes for bolt penetration are provided at both ends of the main body itself. It may be provided. Further, although the lower end of the braided flat iron plate is tightly connected to the triangular corner plate forming the corner fitting, the lower end can also be directly fastened to the rising part of the horizontal part and the vertical part of the corner fitting,
In this case, the triangular corner plate may be omitted. Furthermore, in the corner fittings 4, 5, 6, and 7, the vertical portion 14 and the horizontal portion 15 are formed to have the same length, but the corner fitting is used in a place where the distance between the columns 3 is small. When used, the horizontal portion may be elongated as shown in FIG. 7 and the same tie piece as the above-mentioned tie piece may be fixed to the end thereof, and this may be directly tied to the corner fitting located on the opposite side, Flat iron plate 1 with base 1, girder 2 and pillars 3, 3
The use of a locking washer for the bolts for tightening the bolts 2 and 13 ensures the tightness between them. In the above embodiment, the size of the corner metal fitting and the connecting metal fitting,
The arrangement and size of the nail holes, the arrangement and shape of the bolt holes, and the like can be selected and determined according to the place where these brackets are used.

【0009】本実施例は上記したとおり、土台1,桁2
及び柱3,3とにより形成する四隅に固定されたコーナ
ー金具4,5,6,7と上記土台1の上面,桁2の下面
及び柱3,3の内側に固定されて上記コーナー金具4,
5,6,7を水平方向並びに垂直方向に緊結するつなぎ
金具8,9,10,11と上記四隅の対角線上に交叉し
て配設され上記対角線上に位置するコーナー金具を緊結
する筋交い平鉄板12,13及び同平鉄板12,13と
土台上に位置するコーナー金具4,5との結合部に設け
られ上記平鉄板の長手方向の長さを調整する長さ調整部
材20とにより剛構造に枠組み構成されており、本造住
宅の棟上げ時に現場で上記要領で枠組みして所定位置に
取付け、又土台,桁、柱などの加工場にて予め上記要領
で枠組み後建築現場に運んで所定位置に組込み仕上げる
ことができる。又既存の住宅において、補強の必要が生
じた場合は所定箇所の外壁或いは内壁をしかるべく取外
した後上記要領でその所定箇所に組込み仕上げることで
所定の補強工事ができる。
In this embodiment, as described above, the base 1
And corner fittings 4, 5, 6, 7 fixed to four corners formed by the pillars 3, 3 and the corner fittings 4, fixed to the upper surface of the base 1, the lower surface of the spar 2, and the inside of the pillars 3, 3.
Brace flat iron plates which are provided so as to intersect the connecting metal fittings 8, 9, 10 and 11 on the diagonal lines of the four corners, and which connect the corner metal fittings located on the diagonal lines. A rigid structure is provided by a length adjusting member 20 provided at a connection portion between the flat iron plates 12, 13 and the corner metal fittings 4, 5 located on the base and adjusting the longitudinal length of the flat iron plates. When the main building is raised, the frame is constructed in the above manner at the site and installed at a predetermined position. Also, after the framework is preliminarily constructed at the processing site for bases, girders, pillars, etc., the frame is transported to the building site according to the above procedure. It can be built in and finished. In addition, when the existing house needs to be reinforced, a predetermined reinforcing work can be performed by appropriately removing an outer wall or an inner wall of the predetermined place and then incorporating the same into the predetermined place as described above.

【0010】[0010]

【発明の効果】本発明は、上記実施例の説明から理解さ
れるとおり、土台、桁及びこれらの間に立設された一対
の柱とにより形成された四隅それぞれに固定されたコー
ナー金具と上記土台の上面、桁の下面並びに上記各柱の
内側にそれぞれ固定されて上記四隅のコーナー金具を水
平方向及び垂直方向に緊結するつなぎ金具と上記四隅の
対角線上に交叉して配設され上記対角線上の両端に位置
するコーナー金具を緊結する筋交い平鉄板と同平鉄板と
土台上の両端に位置するコーナー金具との結合部に設け
られ上記平鉄板の長手方向の長さを調整する長さ調整部
材とにより剛構造に枠組み構成されて土台や桁及び柱に
強固に固定されコーナー金具は筋交い平鉄板にてこれま
た強固に緊結されているから上記した各部材の緊結点の
移動がない、そのため常に安定した状態で土台や桁や柱
を支持することができる。従って、圧縮力にも引張り力
にも十分耐えることができて、耐震強度を向上しうる木
造住宅を提供することができる。
As will be understood from the description of the above embodiment, the present invention relates to a corner fitting fixed to each of four corners formed by a base, a girder, and a pair of pillars erected therebetween. A tie fitting fixed to the upper surface of the base, the lower surface of the girder and the inside of each of the columns, and connecting the corner fittings at the four corners in the horizontal direction and the vertical direction, is disposed so as to cross the diagonal of the four corners. A length adjusting member that is provided at a joint between the flat iron plate that connects the corner metal fittings located at both ends of the flat iron plate and the corner metal fittings that are located at both ends on the base and adjusts the length of the flat iron metal plate in the longitudinal direction The frame structure is rigidly fixed to the base, girder and column, and the corner bracket is braced by a flat iron plate, so there is no movement of the binding point of each of the above members. It is possible to support the foundation and digit and pillars with an eye always stable state. Therefore, it is possible to provide a wooden house that can sufficiently withstand both the compressive force and the tensile force and can improve the earthquake-resistant strength.

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

【図1】本発明の一実施例を示す正面概略図である。FIG. 1 is a schematic front view showing an embodiment of the present invention.

【図2】本実施例の主要部を示す部分拡大正面図であ
る。
FIG. 2 is a partially enlarged front view showing a main part of the embodiment.

【図3】本実施例におけるコーナー金具の拡大斜視図で
ある。
FIG. 3 is an enlarged perspective view of a corner fitting in the embodiment.

【図4】図2のA−A線に沿う断面拡大図である。FIG. 4 is an enlarged sectional view taken along line AA of FIG. 2;

【図5】本実施例における垂直方向のつなぎ金具の拡大
斜視図である。
FIG. 5 is an enlarged perspective view of a vertical connection fitting in the embodiment.

【図6】本実施例における水平方向のつなぎ金具の拡大
斜視図である。
FIG. 6 is an enlarged perspective view of a horizontal connection fitting in the present embodiment.

【図7】上記したコーナー金具の他の実施例を示す拡大
斜視図である。
FIG. 7 is an enlarged perspective view showing another embodiment of the corner fitting described above.

【符号の説明】[Explanation of symbols]

1 土台 2 桁 3,3 柱 4,5,6,7 コーナー金具 8,9 水平方向のつなぎ金具 10,11 垂直方向のつなぎ金具 12,13 筋交い平鉄板 20 長さ調整部材 DESCRIPTION OF SYMBOLS 1 Base 2 digits 3,3 pillars 4,5,6,7 Corner metal fittings 8,9 Horizontal connecting metal fittings 10,11 Vertical connecting metal fittings 12,13 Brace flat iron plate 20 Length adjustment member

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 土台と桁との間に所定間隔隔てゝ立設し
た一対の柱と上記土台及び桁とが直角に交わる内側の各
四隅に取付けたコーナー金具、上記柱と柱の間に位置す
る上記土台上面と上記柱と柱の間に位置する上記桁下面
及び上記一対の柱のぞれぞれの内側に取付けられ上記各
四隅に取付けたコーナー金具を互いに水平方向並びに垂
直方向に緊結するつなぎ金具、上記四隅の対角線上に交
叉して配設され上記四隅のコーナー金具を互いに緊結す
る2枚の筋交い平鉄板及び上記平鉄板それぞれの下端部
と上記土台と柱とで形成する隅に位置するコーナー金具
との間に介装され両者をその長手方向の長さを調整する
長さ調整部材とからなることを特徴とする筋交い補強金
具。
1. A pair of pillars erected at a predetermined interval between a base and a girder, corner fittings attached to each of four inner corners where the base and the girder intersect at right angles, and a position between the columns and the pillars. The corner fittings attached to the inside of each of the lower surface of the girder and the pair of columns, which are located between the upper surface of the base, the columns, and the pair of columns, are fastened to each other in the horizontal and vertical directions. A connecting metal fitting, two braided flat iron plates which are disposed crossing the diagonal lines of the four corners and tighten the corner metal fittings of the four corners to each other, and positions at corners formed by lower ends of the flat iron plates, the base, and the columns; And a length adjusting member interposed between the corner metal fittings and a length adjusting member for adjusting the length in the longitudinal direction.
JP21493196A 1996-07-10 1996-07-10 Brace reinforcing fitting Pending JPH1025838A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21493196A JPH1025838A (en) 1996-07-10 1996-07-10 Brace reinforcing fitting

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21493196A JPH1025838A (en) 1996-07-10 1996-07-10 Brace reinforcing fitting

Publications (1)

Publication Number Publication Date
JPH1025838A true JPH1025838A (en) 1998-01-27

Family

ID=16663951

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21493196A Pending JPH1025838A (en) 1996-07-10 1996-07-10 Brace reinforcing fitting

Country Status (1)

Country Link
JP (1) JPH1025838A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005240381A (en) * 2004-02-25 2005-09-08 Fujisash Co Panel and building and method for assembling panel frame body
JP2014129691A (en) * 2012-12-28 2014-07-10 Shinku Kensetsu Kk Aseismatic structure of wooden building

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005240381A (en) * 2004-02-25 2005-09-08 Fujisash Co Panel and building and method for assembling panel frame body
JP2014129691A (en) * 2012-12-28 2014-07-10 Shinku Kensetsu Kk Aseismatic structure of wooden building

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