JPH0913545A - Diagonal bracing - Google Patents

Diagonal bracing

Info

Publication number
JPH0913545A
JPH0913545A JP16775695A JP16775695A JPH0913545A JP H0913545 A JPH0913545 A JP H0913545A JP 16775695 A JP16775695 A JP 16775695A JP 16775695 A JP16775695 A JP 16775695A JP H0913545 A JPH0913545 A JP H0913545A
Authority
JP
Japan
Prior art keywords
component
diagonal
brace
diagonal bracing
bracing
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
JP16775695A
Other languages
Japanese (ja)
Inventor
Harumi Fukushima
晴美 福島
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 JP16775695A priority Critical patent/JPH0913545A/en
Publication of JPH0913545A publication Critical patent/JPH0913545A/en
Pending legal-status Critical Current

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  • Load-Bearing And Curtain Walls (AREA)

Abstract

PROBLEM TO BE SOLVED: To facilitate operation by fitting a first diagonal bracing component, in which a large number of connecting holes are formed towards the other end from one end, and a second diagonal bracing component, to which a plurality of connecting projections are formed, and adjusting the connection length of the first and second diagonal bracing components. SOLUTION: Diagonal bracings A are disposed in a rectangular-shaped wall body formed of a pole plate 2 consisting of columns 1 and upper and lower horizontal members and a sill 3 in the diagonal directions. The diagonal bracings A are formed of first diagonal bracing components 5, in which a large number of connecting holes 51 are shaped towards other ends from one ends and engaging sections 6 are formed on the pole plate 2 side, and second diagonal bracing components 7, to which a plurality of connecting projections are shaped at the same pitches as the connecting holes 51. The connecting projections of the second diagonal bracing components 7 are inserted into the connecting holes 51 of the first diagonal bracing components 5 so that length at a time when the first and second diagonal bracing components 5, 7 are coupled is most shortened, and buckle materials 9 are lowered until the buckle material 9 are abutted against projections 72 for stoppers. Accordingly, the connection length of the diagonal bracings A is adjusted freely, and earthquakeproofness can be improved.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、木構造や鉄骨構造等
の建築物の壁体内に配設される筋違に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to braces arranged in a wall of a building such as a wooden structure or a steel frame structure.

【0002】[0002]

【従来の技術】筋違は壁体面の水平力に対する抵抗力を
増すために、矩形形状の壁面の対角線方向に配設する斜
材であり、一つの斜材による筋違よりも、二つの板材を
たすき掛けのようにクロスさせて配設した筋違が強度的
に優れていることは言うまでもない。また、一般に、板
材の筋違であれば、強度の面から幅90mm、厚み45mm前後
のものを使用している。
2. Description of the Related Art Bracing is a diagonal member arranged in a diagonal direction of a rectangular wall in order to increase resistance to horizontal force on a wall surface. Needless to say, the bracing arranged by crossing like a cross is excellent in strength. Further, in general, if the plate material has a bruise, a plate having a width of 90 mm and a thickness of about 45 mm is used in terms of strength.

【0003】図10に木造家屋Xを示しており、同家屋
Xの要所となる壁には筋違が配設されている。
FIG. 10 shows a wooden house X, and a brace is arranged on a wall which is a key part of the house X.

【0004】上記したように、強度の面、及び、家屋X
全体の強度バランスの上から、筋違はシングル筋違200
とクロス筋違210 とを混在させるよりも全てクロス筋違
210とすることが望ましい。なお、図10において、100
は和室であり、300 は真壁、400 は洋風壁である。
[0004] As described above, the strength and the house X
From the point of overall strength balance, the single bracing is 200 single bracing
And the cross braid 210
Desirably 210. In FIG. 10, 100
Is a Japanese-style room, 300 is a true wall, and 400 is a Western-style wall.

【0005】[0005]

【発明が解決しようとする課題】ところが、図8に示す
ように、上記洋風壁400 は柱500 の外側面から壁面410
を形成しているので、壁体内空間420 は100mm 程度の幅
となっており、クロス筋違210 を配設することはできる
が、図9に示すように、和室構造の真壁300 では柱500
の一部を室内側に露出させる必要があるので、柱500 の
内側に段差を設けて壁面310 を形成し、しかも、壁面31
0 の裏面には間渡し竹340 やプラスター材330 等を配設
しているので、壁体内空間320 はシングル筋違200 を配
設するのがやっとの幅しかない。
However, as shown in FIG. 8, the Western-style wall 400 is arranged from the outside surface of the pillar 500 to the wall surface 410.
Since the space 420 inside the wall has a width of about 100 mm, the cross brace 210 can be arranged, but as shown in FIG.
Since it is necessary to expose a part of the wall to the inside of the room, there is a step inside the pillar 500 to form the wall surface 310.
Since the bamboo 340, the plaster material 330, etc. are arranged on the back surface of the 0, the space 320 inside the wall has only the width of the single brace 200.

【0006】したがって、和洋折衷の家屋では、どうし
てもシングル筋違200 とクロス筋違210 とが混在してい
るのが現状である。
[0006] Therefore, in a Japanese-Western mixed house, at present, there is a mixture of a single strut 200 and a cross strut 210.

【0007】このような状況下で、大きな地震等に遭遇
すると強度の弱いシングル筋違200に力が集中し、家屋
倒壊等の大きな被害を被るおそれがある。
[0007] Under such circumstances, when a large earthquake or the like is encountered, the power is concentrated on the single strut 200 having a low strength, and there is a possibility that the house may be seriously damaged such as collapse.

【0008】また、家屋によっては上下の横架材間の距
離が異なるので、長さの異なる筋違を施工現場で作らな
ければならず、手間がかかるという問題もある。
Further, since the distance between the upper and lower horizontal members differs depending on the house, there is a problem that it is necessary to make braces having different lengths at the construction site, which is troublesome.

【0009】本発明は、上記課題を解決することのでき
る筋違を提供することを目的としている。
An object of the present invention is to provide a brace that can solve the above problems.

【0010】[0010]

【課題を解決するための手段】この発明は、柱と上下の
横架材とで形成される矩形形状の壁体内に、対角線方向
に配設する筋違において、一端から他端に向けて一定の
ピッチで多数の連結穴を設け、他端に横架材への係止部
を設けた第1筋違構成材と、一端から他端へ向けて前記
連結穴と同じピッチで複数の連結突起を設け、他端に横
架材への係止部を設けた第2筋違構成材とを具備し、前
記連結突起を連結穴に嵌合することにより、第1筋違構
成材と第2筋違構成材との連結長さを調節自在に構成し
たことを特徴とする筋違に係るものである。
SUMMARY OF THE INVENTION According to the present invention, in a diagonally-arranged brace formed in a rectangular wall body formed of a pillar and upper and lower horizontal members, a constant amount is provided from one end to the other end. A plurality of connecting holes provided at a pitch of 1, and a first bracing component provided at the other end with a locking portion for a horizontal member, and a plurality of connecting protrusions from one end to the other at the same pitch as the connecting holes And a second brace component having a locking portion for a horizontal member at the other end, and the first protrusion component and the second brace component by fitting the connecting protrusion into the connecting hole. The present invention relates to a bracing characterized in that the connection length with the bracing component is adjustable.

【0011】また、本発明は、上記第1筋違構成材と第
2筋違構成材との連結部を囲繞し、かつ、両構成材を押
圧保持可能に構成したバックル材を具備することにも特
徴を有する。
The present invention further comprises a buckle member which surrounds the connecting portion between the first and second brace components and which is capable of pressing and holding both components. Also has features.

【0012】また、上記第1筋違構成材と第2筋違構成
材とを、鉄等の金属製とし、かつ、いずれか一方の係止
部をアジャスタを介して連設したことにも特徴を有す
る。
Further, the first brace component and the second brace component are made of metal such as iron, and one of the engaging portions is connected continuously via an adjuster. Have.

【0013】[0013]

【作用】本発明では、柱と上側の横架材となる軒桁とで
形成されるコーナー部に設けたブラケットに、第1筋違
構成材の係止部を係合させ、次いで、第2筋違構成材の
係止部を、柱と下側の横架材となる土台で形成され、前
記コーナー部と対角位置をなすコーナー部のブラケット
に係合させ、連結した長さが所要の長さとなるように、
第1筋違構成材の連結穴に第2筋違構成材の連結突起を
嵌合して連結し、さらに、バックル材を連結部に位置さ
せ、同連結部を囲繞した状態で締め付けボルトで両筋違
構成材を押圧保持する。
In the present invention, the engaging portion of the first bracing component is engaged with the bracket provided at the corner formed by the pillar and the eaves girder serving as the upper horizontal member, and then the second The locking portion of the bracing component is formed of a pillar and a base that serves as a horizontal member of the lower side, and is engaged with a bracket of a corner portion that is diagonally opposite to the corner portion, and the connected length is required. To be the length
The connection protrusion of the second brace component is fitted into the connection hole of the first brace component to connect them, and the buckle material is positioned at the connection part. The bracing component is pressed and held.

【0014】そして、アジャスタによって筋違の撓みを
とり、筋違を確実に配設することができる。
Further, the adjuster can remove the bending of the braces, and the braces can be surely arranged.

【0015】同様に、たすき掛けのようにしてもう一つ
の筋違を配設して、クロス状の筋違となすことができ
る。
Similarly, another bracing can be arranged like a cross to make a cross-shaped bracing.

【0016】両筋違構成材は金属製で比較的に厚みを薄
くしても強度上問題がないので、和風の真壁内にもクロ
ス筋違を配設することができ、十分な強度を有する耐震
構造の壁体とすることができる。
[0016] Since both the bracing components are made of metal and there is no problem in strength even if the thickness is made relatively thin, it is possible to dispose the cross bracing even in the true wall of Japanese style, and it has sufficient strength. It can be an earthquake-resistant wall.

【0017】このように、一組の第1筋違構成材と第2
筋違構成材とにより、長さ調節を自在に行え、かつ、簡
単な作業でクロスの筋違を配設することができ、作業能
率を向上させるとともに、家屋の強度を増すことができ
る。
As described above, the pair of the first bracing component and the second
With the bracing component, the length can be freely adjusted, and the bracing of the cloth can be arranged by a simple operation, so that the work efficiency can be improved and the strength of the house can be increased.

【0018】[0018]

【実施例】この発明の実施例を図面に基づき以下に説明
する。
Embodiments of the present invention will be described below with reference to the drawings.

【0019】図1は本発明に係る筋違の配設状態を示す
説明図であり、図2は同筋違の説明図である。
FIG. 1 is an explanatory view showing an arrangement state of a brace according to the present invention, and FIG. 2 is an explanatory view of the brace.

【0020】筋違Aは、図1に示すように、柱1,1 と、
上下の横架材となる軒桁2及び土台3とで形成される矩
形形状の壁体4内に、対角線方向に配設されるものであ
り、図1及び図2に示すように、一端から他端に向けて
一定のピッチで多数の連結穴51を設け、他端に軒桁2側
への係止部6を設けた第1筋違構成材5と、一端から他
端へ向けて前記連結穴51と同じピッチで複数の連結突起
71を設け、他端に土台3側への係止部8を設けた第2筋
違構成材7とから主に構成している。
The striation A is, as shown in FIG.
It is arranged diagonally in a rectangular wall body 4 formed by the eaves girders 2 and the base 3 which are the upper and lower horizontal members, and as shown in FIGS. 1 and 2, from one end A plurality of connecting holes 51 are provided at a constant pitch toward the other end, and a first bracing component 5 having an eaves girder 2 side locking portion 6 at the other end, and from the one end to the other end, Multiple connecting protrusions with the same pitch as connecting holes 51
71 is provided, and the second brace-constituting material 7 having the base 3 side locking portion 8 at the other end is mainly configured.

【0021】図1中、11は柱1,1 と軒板2及び土台3と
で形成される四つのコーナー部に取付けたブラケットで
あり、各ブラケット11は柱1と軒桁3、柱1と土台2に
それぞれ強固に連結される一対のブラケット構成材11a,
11a よりなり、両構成材11a,11a 間には係合用ボルト12
を挿通している。
In FIG. 1, 11 is a bracket attached to four corners formed by the pillars 1, 1 and the eaves board 2 and the base 3, and each bracket 11 is a pillar 1, an eaves girder 3, and a pillar 1. A pair of bracket components 11a, which are firmly connected to the base 2, respectively.
11a, and the engaging bolt 12 between the two components 11a, 11a.
Is inserted.

【0022】そして、かかる係合用ボルト12に上記した
係止部6,8 を係合するようにしている。
The engaging portions 6 and 8 are engaged with the engaging bolt 12.

【0023】また、本実施例における第1、第2筋違構
成材5,7 は、防錆処理した鉄製として、共に板厚を4.5m
m 、幅を50mmとしている。なお、連結穴51と連結突起71
の各ピッチは30mmとしている。
Further, the first and second brace component members 5 and 7 in this embodiment are made of rust-prevented iron and have a plate thickness of 4.5 m.
m and width is 50 mm. In addition, the connection hole 51 and the connection protrusion 71
Each pitch is 30 mm.

【0024】また、それぞれの長さは、軒桁2と土台3
間の高さによって変わる壁体4の対角線長さの変化に追
従可能なように適宜定めてよいが、第1筋違構成材5を
第2筋違構成材7よりも長尺としている。
Also, the length of each is the eaves girder 2 and the base 3
The first bracing component 5 is longer than the second bracing component 7, although it may be appropriately determined so as to be able to follow the change in the diagonal length of the wall body 4 that changes depending on the height between them.

【0025】そして、前記連結突起71を連結穴51に嵌合
して、第1筋違構成材5と第2筋違構成材7とを連結長
さ調整自在に連結することにより筋違Aを構成してい
る。本実施例では、連結突起71を3個とし、3個の連結
突起71を連結穴51に挿通して連結部Jを形成している。
Then, the connecting protrusion 71 is fitted into the connecting hole 51, and the first brace component 5 and the second brace component 7 are connected so that the connecting length can be adjusted. I am configuring. In this embodiment, the number of the connecting protrusions 71 is three, and the three connecting protrusions 71 are inserted into the connecting holes 51 to form the connecting portion J.

【0026】また、連結突起71の下方にはストッパー用
突起72を設けており、これは、後述するバックル材9の
位置決めを行うものである。
A stopper projection 72 is provided below the connecting projection 71 for positioning the buckle member 9, which will be described later.

【0027】第1、第2筋違構成材5,7 の各係止部6,8
は、図2及び図3に示すように、長円状に形成した係止
穴61に、ブラケット11の係合用ボルト12を案内するガイ
ド用切欠62を連絡させて形成しており、同ガイド用切欠
62の近傍には、同切欠62から係合用ボルト12の抜けを防
止する抜け止め片63を枢支している。64は枢支ボルト、
65は抜け止め片63のストッパーである。
Locking portions 6,8 of the first and second brace component members 5,7
As shown in FIGS. 2 and 3, is formed by connecting a guide notch 62 for guiding the engaging bolt 12 of the bracket 11 to a locking hole 61 formed in an oval shape. Notch
A retaining piece 63 for preventing the engagement bolt 12 from coming off from the notch 62 is pivotally supported near the notch 62. 64 is a pivot bolt,
65 is a stopper of the retaining piece 63.

【0028】第2筋違構成材7の係止部8は、同構成材
7の端部にアジャスタ10を介して連設しており、同アジ
ャスタ10は、アジャストボルト10a とアジャスタナット
10bとを螺合させて長さ調節を可能としている。
The engaging portion 8 of the second brace component 7 is connected to the end of the component 7 through the adjuster 10, and the adjuster 10 includes the adjust bolt 10a and the adjuster nut.
The length can be adjusted by screwing with 10b.

【0029】また、本発明に係る筋違Aは、第1筋違構
成材5と第2筋違構成材7との連結部Jを囲繞し、か
つ、両構成材5,7 を押圧保持可能に構成したバックル材
9を具備している。
Further, the bracing A according to the present invention surrounds the connecting portion J between the first bracing component 5 and the second bracing component 7, and is capable of pressing and holding both the components 5, 7. The buckle member 9 configured as described above is provided.

【0030】同バックル材9も防錆処理を施した鉄製で
あり、図2、図4及び図5に示すように、連結部Jを囲
繞可能な空間を有する前後端開口の箱状に形成してお
り、断面視門形状の部材91に当て板92を連設し、同当て
板92の略対角線上に二本の締め付けボルト93,93 を取付
けている。
The buckle member 9 is also made of rust-proofed iron, and as shown in FIGS. 2, 4 and 5, the connecting portion J is formed in a box-like shape having front and rear end openings having a space capable of surrounding it. The contact plate 92 is connected to the member 91 having a gate-shaped cross section, and two fastening bolts 93, 93 are attached on the substantially diagonal line of the contact plate 92.

【0031】かかるバックル材9は、予め、第1筋違構
成材5に遊嵌状態で取付けられており、第1、第2筋違
構成材5,7 を連結した後に、連結部Jに位置させて、上
記締め付けボルト93,93 によって両筋違構成材5,7 を押
圧して確実に連結できるようにしている。このときに、
バックル材9は前記したストッパー用突起72により確実
に位置決めできる。
The buckle member 9 is attached in advance to the first brace component member 5 in a loosely fitted state, and is positioned at the connecting portion J after connecting the first and second brace component members 5 and 7. Thus, the tightening bolts 93, 93 press the both stiffened components 5, 7 so that they can be surely connected. At this time,
The buckle member 9 can be reliably positioned by the above-mentioned stopper projection 72.

【0032】上記構成により、本発明に係る筋違Aを用
いれば、図6に示すように、土台3と軒桁2との距離L
が異なる場合でも容易に対応することができ、本筋違A
を予め多数用意しておけば、家屋等の施工現場において
いちいち壁体4に合わせて成形する必要がなく作業能率
が向上する。
With the above structure, if the bracing A according to the present invention is used, as shown in FIG. 6, the distance L between the base 3 and the eaves girder 2 is L.
Even if the
If a large number of are prepared in advance, it is not necessary to form the wall body 4 at each construction site such as a house, and the work efficiency is improved.

【0033】しかも、図7に示すような真壁Wの場合に
おいても、壁体4を構成する壁面41,41 間に形成される
狭い空間42内に筋違Aをクロス状に配設することがで
き、家屋の強度、特に耐震性を大幅に向上させることが
できる。
Moreover, even in the case of the true wall W as shown in FIG. 7, the striations A can be arranged in a cross shape in the narrow space 42 formed between the wall surfaces 41, 41 constituting the wall body 4. It is possible to significantly improve the strength of the house, especially the earthquake resistance.

【0034】ここで、本発明に係る筋違Aを実際に配設
する作業について、図1を参照しながら説明する。
Here, the work of actually disposing the bracing A according to the present invention will be described with reference to FIG.

【0035】先ず、ブラケット11を、柱1,1 と軒桁2及
び土台3とで形成される四つのコーナー部に取付ける。
First, the brackets 11 are attached to the four corners formed by the pillars 1, 1 and the eaves girders 2 and the base 3.

【0036】次いで、第1筋違構成材5の係止部6を軒
桁2側のブラケット11の係合用ボルト12に係合し、さら
に、第2筋違構成材7の係止部8を、前記軒桁2側のブ
ラケット11の対角位置となる土台3側のブラケット11の
係合用ボルト12に係合する。
Next, the engaging portion 6 of the first brace component 5 is engaged with the engaging bolt 12 of the bracket 11 on the eaves girder 2 side, and the engaging portion 8 of the second brace component 7 is further engaged. , The engaging bolts 12 of the brackets 11 on the base 3 side, which are diagonal positions of the brackets 11 on the eaves girder 2 side, are engaged.

【0037】このときに、各係止部6,8 では、抜け止め
片63を回動させてガイド用切欠62を塞ぎ、さらに、枢支
ボルト64を固く締めて抜け止め片63をしっかりと締結す
る。
At this time, in each of the locking portions 6 and 8, the retaining piece 63 is rotated to close the guide notch 62, and further, the pivot bolt 64 is firmly tightened to securely fasten the retaining piece 63. To do.

【0038】そして、両筋違構成材5,7 を連結したとき
の長さが最短になるように、第2筋違構成材7の連結突
起71を第1筋違構成材5の連結穴51に嵌入し、バックル
材9を、その下端がストッパー用突起72に当接するまで
下降させる。
Then, the connecting protrusion 71 of the second brace component 5 is connected to the connecting hole 51 of the first brace component 5 so that the length when the both brace component 5, 7 are connected is the shortest. Then, the buckle member 9 is lowered until its lower end comes into contact with the stopper projection 72.

【0039】このときにバックル材9は連結部Jを囲繞
した状態となり、かかる状態で、締め付けボルト93,93
を締め込み、第1、第2筋違構成材5,7 をしっかりと押
圧して互いに密着させた状態で確実に連結する。
At this time, the buckle member 9 is in a state of surrounding the connecting portion J, and in this state, the tightening bolts 93, 93
, And the first and second bracing components 5, 7 are firmly pressed to firmly connect them to each other.

【0040】さらに、各係止部6,8 をブラケット11,11
に確実に係合するために、係合用ボルト12によりブラケ
ット構成材11a,11a を締め付け、最後に、アジャスタ10
を締め付けて筋違Aの撓みをとる。
Further, the respective locking portions 6 and 8 are attached to the brackets 11 and 11.
In order to securely engage the bracket components 11a, 11a with the engagement bolts 12, finally, adjuster 10
Tighten to remove the bending of A.

【0041】筋違Aをクロス状にするためには、他方の
ブラケット11同士間に、第1、第2筋違構成材5,7 を掛
け渡して上記作業を繰り返せばよい。
In order to make the braces A into a cross shape, the first and second bracing members 5 and 7 are stretched between the other brackets 11 and the above operation is repeated.

【0042】なお、係合用ボルト12によりブラケット構
成材11a,11a を締め付ける作業は、係止部8を係合用ボ
ルト12に係合し、枢支ボルト64を締めて抜け止め片63を
締結した直後に行ってもよい。
The operation of tightening the bracket components 11a, 11a with the engaging bolts 12 is performed immediately after the engaging portion 8 is engaged with the engaging bolts 12 and the pivot bolts 64 are tightened to secure the retaining pieces 63. You may go to

【0043】このように、本発明に係る筋違Aは取扱い
が容易であり、短時間の簡単な作業で配設でき、作業を
能率的に行える。
As described above, the braces A according to the present invention are easy to handle, can be arranged by a simple work in a short time, and the work can be performed efficiently.

【0044】また、家屋の壁体4が和風の真壁Wであっ
てもクロス状に配設することができ、家屋全体の強度バ
ランスを良好に保って耐震性を向上させ、かつ、家屋全
体の強度も向上させることができる。
Further, even if the wall 4 of the house is a Japanese-style true wall W, it can be arranged in a cross shape, the strength balance of the whole house can be kept good, and the earthquake resistance can be improved. The strength can also be improved.

【0045】[0045]

【発明の効果】 柱と上下の横架材とで形成される矩形形状の壁体内
に、対角線方向に配設する筋違において、本発明に係る
筋違は、一端から他端に向けて一定のピッチで多数の連
結穴を設け、他端に横架材への係止部を設けた第1筋違
構成材と、一端から他端へ向けて前記連結穴と同じピッ
チで複数の連結突起を設け、他端に横架材への係止部を
設けた第2筋違構成材とを具備し、前記連結突起を連結
穴に嵌合して、第1筋違構成材と第2筋違構成材とを連
結長さ調整自在に連結したので、簡単な構成となって低
コストで製造が可能であり、かつ、横架材間の距離が異
なっても、長さ合わせが容易であり、施工現場における
作業が能率的である。しかも、壁体への取付けが容易な
ので配設作業の短縮を図ることができる。
EFFECTS OF THE INVENTION In a diagonal streak disposed in a rectangular wall body formed of columns and upper and lower horizontal members, the streak according to the present invention is constant from one end to the other end. A plurality of connecting holes provided at a pitch of 1, and a first bracing component provided at the other end with a locking portion for a horizontal member, and a plurality of connecting protrusions from one end to the other at the same pitch as the connecting holes And a second brace component having a locking portion for locking to the horizontal member at the other end, the connection protrusion is fitted in the connection hole, and the first brace component and the second brace are provided. Since the connecting lengths of different components can be adjusted freely, the structure is simple and can be manufactured at low cost, and the lengths can be easily adjusted even if the distance between the horizontal members is different. The work at the construction site is efficient. Moreover, since the mounting on the wall is easy, the installation work can be shortened.

【0046】また、上記第1筋違構成材と第2筋違構
成材との連結部を囲繞し、かつ、両構成材を押圧保持可
能に構成したバックル材を具備させたので、両筋違構成
材を確実に連結することができる。
Further, since a buckle member surrounding the connecting portion between the first brace component and the second brace component and capable of pressing and holding both components is provided, The components can be reliably connected.

【0047】また、上記第1筋違構成材と第2筋違構
成材とを、鉄等の金属製としたことにより、筋違の厚み
を減じても十分な強度を保持でき、筋違の配設空間が真
壁等のように狭くてもクロス状に配設することができ、
家屋の壁体の強度バランスを良好に保ち、耐震性に富む
構造とすることができる。
Since the first brace component and the second brace component are made of metal such as iron, sufficient strength can be maintained even if the thickness of the brace is reduced, and Even if the installation space is narrow such as a true wall, it can be arranged in a cross shape,
It is possible to maintain a good balance of the strength of the walls of the house and to create a structure with excellent earthquake resistance.

【0048】また、いずれか一方の係止部をアジャスタ
を介して連設したので、筋違に撓みが生じず、耐震性が
向上し、また、強度を損なうことがない。
Further, since either one of the engaging portions is continuously provided via the adjuster, the bending is not generated erratically, the earthquake resistance is improved, and the strength is not impaired.

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

【図1】本発明に係る筋違の配設状態を示す説明図であ
る。
FIG. 1 is an explanatory view showing an arrangement state of braces according to the present invention.

【図2】同筋違の説明図である。FIG. 2 is an explanatory diagram of the same line.

【図3】係止部の説明図である。FIG. 3 is an explanatory diagram of a locking portion.

【図4】図1のI−I線における断面図である。FIG. 4 is a cross-sectional view taken along the line II of FIG.

【図5】図1のII−II線における断面図である。5 is a cross-sectional view taken along line II-II in FIG.

【図6】横架材の高さが異なる場合の筋違の配設状態を
示す説明図である。
FIG. 6 is an explanatory view showing a disposition state of braces when the horizontal members have different heights.

【図7】本発明に係る筋違を真壁内に配設状態を示す平
面視による説明図である。
FIG. 7 is an explanatory plan view showing a state in which the braces according to the present invention are arranged inside the true wall.

【図8】洋風の壁体の平面視による説明図である。FIG. 8 is a plan view of a Western-style wall body.

【図9】従来の筋違を真壁内に配設した状態を示す平面
視による説明図である。
FIG. 9 is an explanatory view in a plan view showing a state in which a conventional brace is arranged inside a true wall.

【図10】木造家屋の平面図である。FIG. 10 is a plan view of a wooden house.

【符号の説明】[Explanation of symbols]

A 筋違 5 第1筋違構成材 7 第2筋違構成材 9 バックル材 10 アジャスタ 51 連結穴 71 連結突起 A Brace 5 First brace component 7 Second brace component 9 Buckle material 10 Adjuster 51 Connecting hole 71 Connecting protrusion

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 柱と上下の横架材とで形成される矩形形
状の壁体内に、対角線方向に配設する筋違において、 一端から他端に向けて一定のピッチで多数の連結穴(51)
を設け、他端に横架材への係止部を設けた第1筋違構成
材(5) と、 一端から他端へ向けて前記連結穴(51)と同じピッチで複
数の連結突起(71)を設け、他端に横架材への係止部を設
けた第2筋違構成材(7) とを具備し、 前記連結突起(71)を連結穴(51)に嵌合することにより、
第1筋違構成材(5) と第2筋違構成材(7) との連結長さ
を調節自在に構成したことを特徴とする筋違。
1. In a rectangular wall body formed of columns and upper and lower horizontal members, diagonally arranged braces, a large number of connecting holes are arranged at a constant pitch from one end to the other end. 51)
And a first brace component (5) provided with a locking portion for a horizontal member at the other end, and a plurality of connecting protrusions (5) from one end to the other end at the same pitch as the connecting hole (51). 71) and a second bracing component (7) provided with a locking portion for a horizontal member at the other end, and fitting the connecting protrusion (71) into the connecting hole (51). Due to
A muscular structure characterized in that the connection length between the first muscular component (5) and the second muscular component (7) is adjustable.
【請求項2】 上記第1筋違構成材(5) と第2筋違構成
材(7) との連結部を囲繞し、かつ、両構成材(5),(7) を
押圧保持可能に構成したバックル材(9) を具備すること
を特徴とする請求項1記載の筋違。
2. Surrounding a connecting portion of the first brace component (5) and the second brace component (7), and capable of pressing and holding both components (5), (7). The struts according to claim 1, characterized in that it comprises a configured buckle material (9).
【請求項3】 上記第1筋違構成材(5) と第2筋違構成
材(7) とを、鉄等の金属製とし、かつ、いずれか一方の
係止部をアジャスタ(10)を介して連設したことを特徴と
する請求項1または2に記載の筋違。
3. The first brace component (5) and the second brace component (7) are made of metal such as iron, and one of the engaging portions is an adjuster (10). The streak according to claim 1 or 2, wherein the streaks are serially provided via one another.
JP16775695A 1995-07-03 1995-07-03 Diagonal bracing Pending JPH0913545A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16775695A JPH0913545A (en) 1995-07-03 1995-07-03 Diagonal bracing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16775695A JPH0913545A (en) 1995-07-03 1995-07-03 Diagonal bracing

Publications (1)

Publication Number Publication Date
JPH0913545A true JPH0913545A (en) 1997-01-14

Family

ID=15855517

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16775695A Pending JPH0913545A (en) 1995-07-03 1995-07-03 Diagonal bracing

Country Status (1)

Country Link
JP (1) JPH0913545A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000064427A (en) * 1998-08-27 2000-02-29 Buraunii:Kk Building frame and construction method therefor
KR101294690B1 (en) * 2006-06-12 2013-08-08 엘지디스플레이 주식회사 Liquid Crystal Display module

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000064427A (en) * 1998-08-27 2000-02-29 Buraunii:Kk Building frame and construction method therefor
KR101294690B1 (en) * 2006-06-12 2013-08-08 엘지디스플레이 주식회사 Liquid Crystal Display module

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