JP2002266436A - Brace for wooden framed house - Google Patents

Brace for wooden framed house

Info

Publication number
JP2002266436A
JP2002266436A JP2001061288A JP2001061288A JP2002266436A JP 2002266436 A JP2002266436 A JP 2002266436A JP 2001061288 A JP2001061288 A JP 2001061288A JP 2001061288 A JP2001061288 A JP 2001061288A JP 2002266436 A JP2002266436 A JP 2002266436A
Authority
JP
Japan
Prior art keywords
steel
shaped member
members
inverted
brace
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.)
Granted
Application number
JP2001061288A
Other languages
Japanese (ja)
Other versions
JP3549488B2 (en
Inventor
Masato Tsuchida
真人 土田
Satoshi Nakagawa
敏 中川
Hirofumi Ishizaki
広文 石崎
Tetsuya Yazawa
鉄也 矢澤
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.)
Panasonic Electric Works Co Ltd
Nippon Steel Corp
Original Assignee
Sumitomo Metal Industries Ltd
Matsushita Electric Works Ltd
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 Sumitomo Metal Industries Ltd, Matsushita Electric Works Ltd filed Critical Sumitomo Metal Industries Ltd
Priority to JP2001061288A priority Critical patent/JP3549488B2/en
Publication of JP2002266436A publication Critical patent/JP2002266436A/en
Application granted granted Critical
Publication of JP3549488B2 publication Critical patent/JP3549488B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B2001/2696Shear bracing

Landscapes

  • Load-Bearing And Curtain Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a brace for a wooden framed house being effective for both compressive and tensile forces and capable of coping with large horizontal forces caused by earthquakes or the like, and making its performance clear. SOLUTION: The brace comprises a steel V-shaped member 1 positioned on the upper side, a steel inverted-V-shaped member 2 positioned on the lower side, and a plate member 3 positioned between the V-shaped member 1 and the inverted-V-shaped member 2, with the lower ends of the member 1 and the upper ends of the member 2 bolted to the plate member. Both upper ends of the member 1 are bolted to a beam H and both lower ends of the member 2 are bolted to a sill D.

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、木造軸組住宅にお
ける横架材と柱とで構成される枠構造部の対角位置の内
隅部に設けられる筋交いに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a brace provided at diagonally inner corners of a frame structure composed of horizontal members and columns in a wooden framed house.

【0002】[0002]

【従来の技術】従来、木造軸組住宅に用いられる筋交い
としては、地震などによる横揺れを抑え、耐震性を高め
るものとして、例えば、特開平8−270101号公報
に、土台や梁等の横架材と2本の柱で形成される矩形の
空間に、木材の筋交いを固定金具等で補強して釘などに
より固定するものが開示されている。また、特開平10
−237949号公報に、木造建築物等の架構に、木材
と鋼材の筋交いを組み合わせて、架構の強度と靭性を高
め、地震に対処することなどが開示されている。また、
同公報に、木造軸組住宅用筋交いとして、従来からまれ
に鉄筋が使用されていることが記載されている。
2. Description of the Related Art Conventionally, as a brace used in a wooden framed house, a method of suppressing lateral shaking due to an earthquake or the like and improving seismic resistance is disclosed in, for example, Japanese Patent Application Laid-Open No. Hei 8-270101. There is disclosed a structure in which a brace of wood is reinforced with a fixture or the like and fixed with a nail or the like in a rectangular space formed by a frame and two columns. Also, Japanese Patent Application Laid-Open
Japanese Patent No. 237949 discloses that a frame of a wooden building or the like is combined with a brace of wood and steel to increase the strength and toughness of the frame and cope with an earthquake. Also,
The publication discloses that a reinforcing bar has been rarely used as a brace for wooden framed houses.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、木造軸
組住宅用筋交いとして鉄筋を使用すると、圧縮応力に対
抗することが難しく、大きな応力を負担させることがで
きないなどの問題がある。一方、木材の筋交いを固定金
具等で補強して釘などにより固定する構造の場合には、
取り付け方により性能に差が生じて、信頼性に欠けると
いう問題がある。また、木材と鋼材の筋交いを組み合わ
せる構造の場合には、木材の筋交いの取り付け方により
性能に差が生じるという問題があるとともに、異なる素
材の筋交いを組み合わせているため、取り付けが煩雑に
なるという問題がある。
However, when a reinforcing bar is used as a brace for a wooden framed house, there is a problem that it is difficult to resist a compressive stress, and a large stress cannot be borne. On the other hand, in the case of a structure in which the brace of wood is reinforced with fixing brackets and fixed with nails, etc.
There is a problem in that the performance differs depending on the mounting method and the reliability is lacking. In addition, in the case of a structure combining wood and steel braces, there is a problem that the performance differs depending on how the wood braces are attached, and the mounting becomes complicated because the braces of different materials are combined. There is.

【0004】本発明は、上記事情に鑑みて為されたもの
で、圧縮力、引張力のいずれにも有効で地震などの大き
な水平力に対処することができ、性能の明確な木造軸組
住宅用筋交い提供することを目的とする。
The present invention has been made in view of the above circumstances, and is effective in both compressive and tensile forces, can cope with a large horizontal force such as an earthquake, and has a clear performance of a wooden framed house. an object of the present invention is to provide use braces.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するため
に、請求項1に記載の木造軸組住宅用筋交いは、互いに
平行な2本の柱と、上側および下側の横架材とで構成さ
れる枠構造部に取り付けられる木造軸組住宅用筋交いで
あって、上側に配置される鋼製のV字状部材と、下側に
配置される鋼製の逆V字状部材と、これらのV字状部材
と逆V字状部材との間に配置され、前記V字状部材の下
端部および前記逆V字状部材の上端部がそれぞれボルト
接合される連結部材とを備え、前記V字状部材の両上端
部が、前記上側の横架材にボルト接合されるとともに、
前記逆V字状部材の両下端部が、前記下側の横架材にボ
ルト接合されることを特徴とする。
In order to achieve the above object, a wooden framed brace according to claim 1 is composed of two columns parallel to each other and upper and lower horizontal members. A wooden framed house brace attached to the frame structure configured, comprising a steel V-shaped member disposed on the upper side, and a steel inverted V-shaped member disposed on the lower side. A connecting member disposed between the V-shaped member and the inverted V-shaped member, and a lower end of the V-shaped member and an upper end of the inverted V-shaped member are respectively bolted to each other; Both upper ends of the letter-shaped member are bolted to the upper horizontal member,
Both lower ends of the inverted V-shaped member are bolted to the lower horizontal member.

【0006】請求項1に記載の発明においては、V字状
部材、逆V字状部材および連結部材の3つの部材がすべ
て鋼製のものであり、また2本の柱と上側および下側の
横架材とで構成される枠構造部に、これらがすべてボル
ト接合により取り付けられ、X字状に筋交いが形成され
るので、圧縮力および引張り力に有効に作用し、地震な
どの大きな水平力に対処可能な筋交いの性能が確保され
る。また、筋交いの性能が明確な構成としたので、必要
に応じた性能にコントロールすることが可能になる。ま
た、筋交いの性能が明確になることにより、筋交いを取
り付ける数量を減らすことができ、これにより平面計画
上の自由度を増すことができる。また、この筋交いは、
V字状部材、逆V字状部材および連結部材の3つの部材
で構成されているので、これらの各部材を分割して運搬
し、またこれらを1つずつ取り付けることができるた
め、取扱いの重量負担を軽減でき、現場施工性に優れて
いる。また、連結部材の柱に沿う方向(高さ方向)の寸
法を変えたものを準備することにより、V字状部材およ
び逆V字状部材を変えることなく、横架材間の距離の違
いに対処できるので、階高の高さの異なる種々の住宅物
件に対応することができる。したがって、製造コスト、
部品管理コストの低減が図れ、また現場施工上の利便性
に富む。ここで、V字状部材および逆V字状部材は、横
架材と同時に柱にも接合しても良いが、横架材のみに接
合した方が地震時の水平力を柱に負担させることがない
ので、柱の崩壊を防ぐことができる。
According to the first aspect of the present invention, the three members of the V-shaped member, the inverted V-shaped member, and the connecting member are all made of steel. These are all attached to the frame structure composed of the horizontal members by bolt joints, and a brace is formed in an X-shape, so that it effectively acts on compressive and tensile forces, and large horizontal forces such as earthquakes Brace performance that can cope with is secured. In addition, since the bracing performance is clearly defined, it is possible to control the performance as needed. In addition, since the performance of the brace is clarified, the number of brace attachments can be reduced, thereby increasing the degree of freedom in the plan. Also, this brace,
Since it is composed of three members, a V-shaped member, an inverted V-shaped member, and a connecting member, each of these members can be transported separately, and these can be attached one by one. The burden can be reduced and the workability on site is excellent. In addition, by preparing a connection member having dimensions changed in the direction (height direction) along the pillar, the difference between the distances between the horizontal members can be reduced without changing the V-shaped member and the inverted V-shaped member. Since it is possible to cope with it, it is possible to cope with various housing properties having different floor heights. Therefore, manufacturing costs,
The cost of parts management can be reduced, and the site construction is convenient. Here, the V-shaped member and the inverted V-shaped member may be joined to the column at the same time as the horizontal member, but the joint to the horizontal member alone causes the column to bear the horizontal force during an earthquake. Because there is no, the collapse of the pillar can be prevented.

【0007】請求項2に記載の木造軸組住宅用筋交い
は、請求項1に記載の発明において、前記V字状部材
は、略V字状に配置された形鋼または鋼管からなる2本
の斜め部材と、これら2本の斜め部材の上端部にそれぞ
れ固定された鋼製の横架材接合用部材と、前記2本の斜
め部材の両下端部に固定された鋼製の連結用部材とを備
え、前記逆V字状部材は、略逆V字状に配置された形鋼
または鋼管からなる2本の斜め部材と、これら2本の斜
め部材の下端部にそれぞれ固定された鋼製の横架材接合
用部材と、前記2本の斜め部材の両上端部に固定された
鋼製の連結用部材とを備え、前記V字状部材の前記連結
用部材および前記逆V字状部材の前記連結用部材が、そ
れぞれ前記連結部材にボルト接合されていることを特徴
とする。
According to a second aspect of the present invention, in the brace for a wooden framed house according to the first aspect, the V-shaped member is made of two shaped steel or steel pipes arranged in a substantially V-shape. An oblique member, a steel transverse member joining member fixed to the upper ends of these two oblique members, and a steel connecting member fixed to both lower ends of the two oblique members. The inverted V-shaped member includes two oblique members formed of a shaped steel or a steel pipe arranged in a substantially inverted V-shape, and steel oblong members fixed to lower end portions of these two oblique members, respectively. A member for connecting a transverse member, and a steel connecting member fixed to both upper ends of the two oblique members, wherein the connecting member of the V-shaped member and the inverted V-shaped member The connection member is bolted to the connection member.

【0008】請求項2に記載の発明においては、汎用品
の形鋼または鋼管を用いて、高い壁倍率を達成すること
ができる。したがって、高い耐震性を低いコストで達成
することができる。ここで、形鋼とは、軽量形鋼や熱間
圧延の形鋼等を含むものである。また、斜め部材と横架
材接合用部材または連結用部材とを固定するには、溶接
やリベット接合などどのような方法を用いても良い。
According to the second aspect of the present invention, a high wall ratio can be achieved by using a general-purpose shaped steel or steel pipe. Therefore, high earthquake resistance can be achieved at low cost. Here, the section steel includes a lightweight section steel, a hot-rolled section steel, and the like. In addition, any method such as welding or rivet joining may be used to fix the oblique member to the member for joining the horizontal members or the member for connection.

【0009】請求項3に記載の木造軸組住宅用筋交い
は、請求項2に記載の発明において、前記V字状部材の
前記連結用部材および前記逆V字状部材の前記連結用部
材としてCT形鋼が用いられ、前記連結部材として、2
枚の鋼板が用いられ、前記V字状部材の前記連結用部材
として用いられたCT形鋼のウェブおよび前記逆V字状
部材の前記連結用部材として用いられたCT形鋼のウェ
ブが、連結部材として用いられた2枚の鋼板に挟まれた
状態でボルト接合されていることを特徴とする。
According to a third aspect of the present invention, in the brace for a wooden framed house according to the second aspect, the connecting member of the V-shaped member and the connecting member of the inverted V-shaped member are CT. Shaped steel is used, and 2
The steel sheet used is a CT-shaped steel web used as the connecting member of the V-shaped member and the CT steel web used as the connecting member of the inverted V-shaped member is connected. It is characterized by being bolted while being sandwiched between two steel plates used as members.

【0010】請求項3に記載の発明においては、汎用の
部品を用いて製造することができるので、製造コストを
低減することができる。また、V字状部材と連結部材、
および逆V字状部材と連結部材との連結強度を高めるこ
とができ、また連結作業を容易に行うことができる。
According to the third aspect of the present invention, since it can be manufactured using general-purpose parts, the manufacturing cost can be reduced. Also, a V-shaped member and a connecting member,
In addition, the connection strength between the inverted V-shaped member and the connection member can be increased, and the connection operation can be easily performed.

【0011】請求項4に記載の木造軸組住宅用筋交い
は、請求項3に記載の発明において、連結部材として用
いられる鋼板には、リブが形成されていることを特徴と
する。
[0011] The brace for a wooden framed house according to a fourth aspect is characterized in that, in the invention according to the third aspect, a rib is formed on a steel plate used as a connecting member.

【0012】請求項4に記載の発明においては、簡単な
構成で連結部の強度をさらに向上させることができ、ま
たプレートの厚さを薄くして、必要な強度を確保するこ
とができる。
According to the fourth aspect of the present invention, the strength of the connecting portion can be further improved with a simple structure, and the required strength can be ensured by reducing the thickness of the plate.

【0013】なお、これらの発明においては、各部材に
表面処理が施されたものを用いることによって、筋交い
の耐久性を高めることができる。また、化粧塗装等の表
面処理を施すことにより、重量感に富む意匠性に優れた
ものとすることができ、内壁内に納めずに露出させるこ
とができる。
In these inventions, the durability of the bracing can be enhanced by using the members each having been subjected to a surface treatment. In addition, by applying a surface treatment such as a decorative coating, it is possible to make the design rich in weight and excellent in designability, and it is possible to expose the inner wall without putting it inside.

【0014】[0014]

【発明の実施の形態】以下、本発明の実施の形態を図面
を参照して説明する。図1乃至図3は、本発明の実施の
形態に係る木造軸組住宅用筋交いを示す図であって、図
1は筋交いを取り付けた状態を示す正面図、図2は図1
の筋交いを分解して示す正面図、図3は筋交いの連結状
態を示す横断面図である。本実施の形態に係る筋交い
(ブレース)Sは、上側に配置されるV字状部材1と、
下側に配置される逆V字状部材2と、これらを連結する
プレート部材(連結部材)3とから構成されている。
Embodiments of the present invention will be described below with reference to the drawings. 1 to 3 are views showing a brace for a wooden framed house according to an embodiment of the present invention. FIG. 1 is a front view showing a state where the brace is attached, and FIG.
FIG. 3 is an exploded front view showing the brace, and FIG. 3 is a cross-sectional view showing a connected state of the brace. The brace S according to the present embodiment includes a V-shaped member 1 arranged on the upper side,
It comprises an inverted V-shaped member 2 arranged on the lower side, and a plate member (connection member) 3 for connecting these members.

【0015】V字状部材1は、下端が互いに少し離間さ
れて略V字状に配置された2本の斜め部材11,12
と、これらの斜め部材11,12の上端面にそれぞれ固
定された横架材接合用部材13,13と、2本の斜め部
材11,12の下端面に固定された連結用部材14とか
ら構成されている。斜め部材11,12は、溝形鋼、リ
ップ溝形鋼あるいはH形鋼等の軽量形鋼などの形鋼、ま
たは円形あるいは角形の鋼管からなるものである。横架
材接合用部材13は、角形の鋼板からなるもので、斜め
部材11,12の各上端面に溶接により水平状態に固定
されている。連結用部材14は、CT形鋼(カットティ
ー)からなるものであって、2つの斜め部材11,12
の下端面にフランジ14aが当接されるとともに、ウェ
ブ14bが下側に向かって鉛直に延びるようにして溶接
により固定されている。
The V-shaped member 1 is composed of two oblique members 11, 12 whose lower ends are slightly separated from each other and are arranged in a substantially V-shape.
And connecting members 13, 13 fixed to the upper end surfaces of these oblique members 11, 12, respectively, and connecting members 14 fixed to the lower end surfaces of the two oblique members 11, 12. Have been. The oblique members 11 and 12 are made of a shaped steel such as a lightweight steel such as a channel steel, a lip channel steel or an H-shaped steel, or a circular or square steel pipe. The horizontal member joining member 13 is made of a square steel plate, and is fixed to the upper end surfaces of the oblique members 11 and 12 in a horizontal state by welding. The connecting member 14 is made of CT steel (cut tee), and includes two oblique members 11 and 12.
The flange 14a is in contact with the lower end surface of the web, and the web 14b is fixed by welding so that the web 14b extends vertically downward.

【0016】また、逆V字状部材2は、上端が互いに少
し離間されて略逆V字状に配置された2本の斜め部材1
1,12と、これらの斜め部材11,12の上端にそれ
ぞれ固定された横架材接合用部材13,13と、2本の
斜め部材11,12の下端に固定された連結用部材14
とから構成されている。横架材接合用部材13は、斜め
部材11,12の各下端面に溶接により水平状態に固定
されている。連結用部材14は、2つの斜め部材11,
12の上端面にフランジ14aが当接されるとともに、
ウェブ14bが上側に向かって鉛直に延びるようにし
て、溶接により2つの斜め部材11,12の下端に固定
されている。
The inverted V-shaped member 2 is composed of two oblique members 1 whose upper ends are slightly separated from each other and arranged in a substantially inverted V-shape.
1 and 12; transverse member joining members 13 and 13 fixed to the upper ends of these oblique members 11 and 12, respectively; and connecting members 14 fixed to the lower ends of the two oblique members 11 and 12.
It is composed of The horizontal member joining member 13 is fixed to the lower end surfaces of the oblique members 11 and 12 in a horizontal state by welding. The connecting member 14 includes two oblique members 11,
A flange 14a is brought into contact with the upper end face of the
The web 14b is fixed to the lower ends of the two oblique members 11, 12 by welding so that the web 14b extends vertically upward.

【0017】プレート部材3は、図3に示すように、四
角の鋼板からなる2枚のプレート31,31から構成さ
れている。プレート31は、柱Kに沿う側の両側部が直
角に曲げられて形成されたリブ31a,31aを有して
いる。両プレート31,31は、リブ31a,31aを
互いに外側に向けて対向して配置されている。
As shown in FIG. 3, the plate member 3 includes two plates 31, 31 made of a square steel plate. The plate 31 has ribs 31a, 31a formed by bending both sides on the side along the column K at right angles. The two plates 31, 31 are arranged facing each other with the ribs 31a, 31a facing outward.

【0018】そして、両プレート31,31の上端部の
間に、V字状部材1の連結用部材14のウェブ14bが
挟まれた状態で、ボルト41、ワッシャー42およびナ
ット43により締め付けられることにより、連結部材3
とV字状部材1とがボルト接合されている。また、両プ
レート31,31の下端部の間に、逆V字状部材2の連
結用部材14のウェブ14bが挟まれた状態で、ボルト
41、ワッシャー42およびナット43により締め付け
られることにより、連結部材3と逆V字状部材2とがボ
ルト接合されている。なお、鋼板からなるプレート31
等には、正面処理鋼板が使用され、また斜め部材11,
12やボルト類などには、ドブ漬亜鉛メッキ処理が施さ
れて、耐久性が高められている。
The web 41b of the connecting member 14 of the V-shaped member 1 is clamped between the upper ends of the plates 31, 31 by bolts 41, washers 42, and nuts 43 so as to be clamped. , connecting member 3
And the V-shaped member 1 are bolted together. Also, the web 14b of the connecting member 14 of the inverted V-shaped member 2 is sandwiched between the lower ends of the two plates 31, 31, and the web 14b is tightened by the bolt 41, the washer 42, and the nut 43, so that the connection is established. The member 3 and the inverted V-shaped member 2 are bolted together. The plate 31 made of a steel plate
The front treated steel sheet is used for the
12 and bolts are subjected to a galvanizing process to improve durability.

【0019】この筋交いSは、図1に示すように、土台
(横架材)Dと梁(横架材)Hと2本の柱K,Kとで構
成される枠構造部内の矩形の空間に配置され、そしてV
字状部材1の横架材接合用部材13,13の上面が、そ
れぞれ上側の各内隅部の梁Hの下面に当接され、横架材
接合用部材13のボルト孔および梁Hを貫通するボルト
51およびナット52によって、横架材接合用部材13
および梁Hが締め付けられることにより、V字状部材が
梁Hにボルト接合される。また、逆V字状部材2の横架
材接合用部材13,13の下面が、それぞれ下側の各内
隅部の土台Dの上面に当接され、基礎コンクリート部C
に埋設され、土台Dを貫通しているアンカーボルト61
の上端部に、横架材接合用部材13のボルト孔が貫通さ
れて、アンカーボルト61とナット62とにより締め付
けられることにより、逆V字状部材2が土台Dにボルト
接合される。
As shown in FIG. 1, the brace S has a rectangular space in a frame structure portion composed of a base (horizontal member) D, a beam (horizontal member) H, and two columns K, K. And V
The upper surfaces of the transverse member joining members 13 of the V-shaped member 1 are respectively in contact with the lower surfaces of the beams H at the upper inner corners, and penetrate through the bolt holes and the beams H of the transverse member joining member 13. The horizontal member joining member 13 is
The V-shaped member is bolted to the beam H by tightening the beam H. In addition, the lower surfaces of the horizontal member joining members 13 of the inverted V-shaped member 2 abut against the upper surfaces of the bases D at the respective inner corners on the lower side, and the base concrete portion C
Bolt 61 buried in the base and penetrating the base D
A bolt hole of the transverse member joining member 13 penetrates the upper end of the member, and the inverted V-shaped member 2 is bolted to the base D by being tightened by the anchor bolt 61 and the nut 62.

【0020】次に、筋交いSの取り付け方法を説明す
る。先ず、木軸組部材の建方完了後、建て込み部材およ
び柱Kを含めた木軸組全体の垂直度を確認する。その
後、V字状部材1の横架材接合用部材13,13の上面
を、それぞれ上側の各内隅部の梁Hの下面に当接させ、
横架材接合用部材13のボルト孔および梁Hにボルト5
1を貫通させて、ボルト51およびナット52によっ
て、梁Hに横架材接合用部材13を仮締めする。
Next, a method of attaching the brace S will be described. First, after the construction of the wooden frame member is completed, the verticality of the entire wooden frame including the built-in member and the column K is checked. Thereafter, the upper surfaces of the transverse member joining members 13 of the V-shaped member 1 are brought into contact with the lower surfaces of the beams H at the upper inner corners, respectively,
Bolts 5 in the bolt holes and beams H of the transverse member joining member 13
1, and the transverse member joining member 13 is temporarily fastened to the beam H by bolts 51 and nuts 52.

【0021】次に、逆V字状部材2の横架材接合用部材
13,13の下面を、それぞれ下側の各内隅部の土台D
の上面に当接させ、土台Dを貫通しているアンカーボル
ト61の上端部に、横架材接合用部材13のボルト孔を
貫通させ、アンカーボルト61およびナット62によっ
て、土台Dに横架材接合用部材13を仮締めする。
Next, the lower surfaces of the members 13 for joining the transverse members of the inverted V-shaped member 2 are respectively attached to the bases D at the lower inner corners.
The upper end of the anchor bolt 61 penetrating the base D is passed through the bolt hole of the member 13 for connecting the horizontal member, and the anchor bolt 61 and the nut 62 are used to connect the horizontal member to the base D. The joining member 13 is temporarily tightened.

【0022】次に、プレート部材3の両プレート31,
31の上端部の間に、V字状部材1の連結用部材14の
ウェブ14bを挟んだ状態で、ボルト41、ワッシャー
42およびナット43により、両プレート31,31お
よびウェブ14bを仮締めする。また、両プレート3
1,31の下端部の間に、逆V字状部材2の連結用部材
14のウェブ14bを挟んだ状態で、ボルト41、ワッ
シャー42およびナット43により、両プレート31,
31およびウェブ14bを仮締めする。
Next, both plates 31, of the plate member 3,
While the web 14b of the connecting member 14 of the V-shaped member 1 is sandwiched between the upper ends of the V-shaped members 31, the bolts 41, washers 42, and nuts 43 temporarily fasten the two plates 31, 31, and the web 14b. In addition, both plates 3
In a state where the web 14b of the connecting member 14 of the inverted V-shaped member 2 is sandwiched between the lower ends of the first and the first plates 31, the bolts 41, the washers 42, and the nuts 43 are used.
31 and the web 14b are temporarily tightened.

【0023】次に、プレート部材3の垂直度を確認後、
プレート部材3の両プレート31,31とV字状部材1
のウェブ14b、およびプレート部材3の両プレート3
1,31と逆V字状部材2のウェブ14bとの本締めを
行い、V字状部材1と逆V字状部材2とをプレート部材
3により連結する。次に、梁Hに横架材接合用部材13
を本締めして、梁HにV字状部材1を固定する。最後
に、土台Dに横架材接合用部材13を本締めして、土台
Dに逆V字状部材2を固定する。
Next, after confirming the verticality of the plate member 3,
Both plates 31, 31 of the plate member 3 and the V-shaped member 1
Web 14b and both plates 3 of the plate member 3
The web members 1 and 31 and the web 14b of the inverted V-shaped member 2 are fully tightened, and the V-shaped member 1 and the inverted V-shaped member 2 are connected by the plate member 3. Next, the beam H is connected to the member
To fix the V-shaped member 1 to the beam H. Finally, the horizontal member joining member 13 is fully fastened to the base D, and the inverted V-shaped member 2 is fixed to the base D.

【0024】なお、土台Dへの逆V字状部材2の仮締め
および/または本締めを、それぞれ梁HへのV字状部材
1の仮締めおよび/または本締めよりも先に行うように
してもよい。また、図1に示すように、上の階に設置す
る逆V字状部材2を、ボルト51およびナット52によ
って、当該階のV字状部材1と共に梁Hに締め付けるこ
とができる。
It should be noted that the temporary fastening and / or final fastening of the inverted V-shaped member 2 to the base D is performed prior to the temporary fastening and / or final fastening of the V-shaped member 1 to the beam H, respectively. You may. Further, as shown in FIG. 1, the inverted V-shaped member 2 installed on the upper floor can be fastened to the beam H together with the V-shaped member 1 on the floor by a bolt 51 and a nut 52.

【0025】このように構成された筋交いS、およびこ
の筋交いSが取り付けられた木造軸組住宅にあっては、
V字状部材1、逆V字状部材2およびプレート部材3の
3つの部材がすべて鋼製の材料で構成されており、また
2本の柱K,Kと上側の梁Hおよび下側の土台Dとで構
成される枠構造部に、これらがすべてボルト接合により
取り付けられ、X字状に筋交いが取り付けられる。した
がって、圧縮力および引張り力に有効に作用し、地震な
どの大きな水平力に対処することができる筋交いの性能
を確保することができる。また、筋交いの性能を明確化
することができるので、必要に応じた性能にコントロー
ルすることができるとともに、筋交いを取り付ける壁の
数量を減らすことができて、平面計画上の自由度を増す
ことができる。
In the brace S configured as described above and the wooden framed house to which the brace S is attached,
The V-shaped member 1, the inverted V-shaped member 2, and the plate member 3 are all made of a steel material, and have two columns K, K, an upper beam H, and a lower base. These are all attached to the frame structure portion composed of D by bolting, and a brace is attached in an X-shape. Therefore, it is possible to secure the performance of the brace that effectively acts on the compressive force and the tensile force and can cope with a large horizontal force such as an earthquake. In addition, since the performance of the brace can be clarified, the performance can be controlled as needed, and the number of walls for attaching the brace can be reduced, increasing the degree of freedom in the floor plan. it can.

【0026】また、この筋交いSは、V字状部材1、逆
V字状部材2およびプレート部材3の3つの部材で構成
されているので、これらの各部材を分割して運搬し、ま
たこれらを1つずつ取り付けることができる。したがっ
て、取扱いの重量負担を軽減することができるととも
に、現場施工性が良い。さらに、プレート部材3を構成
するプレート31,31の柱Kに沿う方向(高さ方向)
の寸法を変えたものを準備することにより、V字状部材
1および逆V字状部材2の寸法を変えることなく、梁H
と土台Dと間の距離に違いに対処できるので、階高の高
さの異なる種々の住宅物件に対処することができる。し
たがって、種類の少ない部品で対処できるので、製造コ
スト、部品管理コストの低減を図ることができるととも
に、現場施工上の利便性に富む。
Since the brace S is composed of three members, a V-shaped member 1, an inverted V-shaped member 2, and a plate member 3, these members are divided and transported. Can be attached one by one. Therefore, the burden of handling can be reduced, and the workability on site is good. Further, a direction (height direction) along the column K of the plates 31 constituting the plate member 3.
Of the beam H without changing the dimensions of the V-shaped member 1 and the inverted V-shaped member 2.
Therefore, it is possible to deal with various housing properties having different floor heights. Therefore, since it is possible to deal with a small number of parts, the manufacturing cost and the parts management cost can be reduced, and the convenience in on-site construction is enhanced.

【0027】また、斜め部材11,12に形鋼または鋼
管を用いているので、高い壁倍率を達成することができ
る。例えば、軽量H形鋼を用いた場合、木造軸組住宅の
耐震壁の長さに関わる壁倍率5以上を達成することがで
きる。したがって、高い耐震性を汎用の形鋼等で達成す
ることができる。また、V字状部材1、逆V字状部材2
およびプレート部材3を、汎用の材料である形鋼、CT
形鋼、鋼板等を用いて製造するので、製造コストを低減
することができる。
Further, since the shaped steel or the steel pipe is used for the oblique members 11, 12, a high wall magnification can be achieved. For example, when a lightweight H-section steel is used, a wall magnification of 5 or more relating to the length of the earthquake-resistant wall of a wooden framed house can be achieved. Therefore, high earthquake resistance can be achieved with a general-purpose shaped steel or the like. V-shaped member 1 and inverted V-shaped member 2
And plate member 3 are made of a general-purpose material such as shaped steel, CT
Since manufacturing is performed using a shaped steel, a steel plate, or the like, manufacturing costs can be reduced.

【0028】[0028]

【発明の効果】以上説明したように、本発明によれば、
圧縮力、引張力のいずれにも有効で地震などの大きな水
平力に対処することができるとともに、性能の明確化を
図ることができる木造軸組住宅用筋交い提供することが
できる。
As described above, according to the present invention,
A brace for a wooden framed house, which is effective for both compressive and tensile forces, can cope with a large horizontal force such as an earthquake, and can clarify the performance can be provided.

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

【図1】本発明の実施の形態に係る木造軸組住宅用筋交
いの取り付け状態を示す正面図である。
FIG. 1 is a front view showing an attached state of a wooden framed brace according to an embodiment of the present invention.

【図2】図1の筋交いを分解して示す正面図である。FIG. 2 is an exploded front view showing the brace of FIG. 1;

【図3】図1の筋交いの連結状態を示す横断面図であ
る。
FIG. 3 is a cross-sectional view showing a connection state of the brace of FIG. 1;

【符号の説明】[Explanation of symbols]

S 筋交い 1 V字状部材 2 逆V字状部材 3 プレート部材(連結部材) 11,12 斜め部材 13 横架材接合用部材 14 連結用部材 14a フランジ 14b ウェブ 31 プレート 31a リブ D 土台(横架材) H 梁(横架材) K 柱 S Brace 1 V-shaped member 2 Inverted V-shaped member 3 Plate member (connecting member) 11, 12 Diagonal member 13 Member for connecting horizontal member 14 Member for connecting 14a Flange 14b Web 31 Plate 31a Rib D Base (Horizontal member) ) H beam (horizontal member) K column

───────────────────────────────────────────────────── フロントページの続き (72)発明者 中川 敏 大阪府門真市大字門真1048番地 松下電工 株式会社内 (72)発明者 石崎 広文 大阪府門真市大字門真1048番地 松下電工 株式会社内 (72)発明者 矢澤 鉄也 大阪府門真市大字門真1048番地 松下電工 株式会社内 Fターム(参考) 2E002 EA02 EB12 FA02 FA03 FA09 FB15 FB17 HA02 JA01 JA03 JB02 JB14 LA03 LB03 LB13 MA12 2E125 AA04 AA14 AA18 AA33 AA45 AB01 AB05 AB10 AB16 AB17 AC15 AC16 AC23 AG03 AG04 AG12 AG32 AG41 AG57 BB09 BB12 BB13 BB22 BB36 BC09 BD01 BE06 BE08 BF04 CA05 CA14 EA25  ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor: Satoshi Nakagawa 1048, Kazuma Kadoma, Kadoma City, Osaka Prefecture Matsushita Electric Works, Ltd. (72) Inventor: Hirofumi Ishizaki 1048, Kadoma Kadoma, Kadoma City, Osaka Prefecture: Matsushita Electric Works Co., Ltd. (72) Inventor Tetsuya Yazawa 1048 Kazuma Kadoma, Kadoma City, Osaka Prefecture F-term (reference) Matsushita Electric Works, Ltd. AC15 AC16 AC23 AG03 AG04 AG12 AG32 AG41 AG57 BB09 BB12 BB13 BB22 BB36 BC09 BD01 BE06 BE08 BF04 CA05 CA14 EA25

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 互いに平行な2本の柱と、上側および下
側の横架材とで構成される枠構造部に取り付けられる木
造軸組住宅用筋交いであって、 上側に配置される鋼製のV字状部材と、下側に配置され
る鋼製の逆V字状部材と、これらのV字状部材と逆V字
状部材との間に配置され、前記V字状部材の下端部およ
び前記逆V字状部材の上端部がそれぞれボルト接合され
る連結部材とを備え、 前記V字状部材の両上端部が、前記上側の横架材にボル
ト接合されるとともに、前記逆V字状部材の両下端部
が、前記下側の横架材にボルト接合されることを特徴と
する木造軸組住宅用筋交い。
1. A brace for a wooden framed house attached to a frame structure composed of two columns which are parallel to each other and upper and lower horizontal members, the steel being arranged on an upper side. V-shaped member, a steel inverted V-shaped member disposed on the lower side, and a lower end portion of the V-shaped member disposed between the V-shaped member and the inverted V-shaped member. And a connecting member to which upper ends of the inverted V-shaped members are respectively bolt-joined, and both upper ends of the V-shaped members are bolted to the upper horizontal member, and the inverted V-shaped member is provided. A brace for a wooden framed house, wherein both lower ends of the shaped member are bolted to the lower horizontal member.
【請求項2】 前記V字状部材は、略V字状に配置され
た形鋼または鋼管からなる2本の斜め部材と、これら2
本の斜め部材の上端部にそれぞれ固定された鋼製の横架
材接合用部材と、前記2本の斜め部材の両下端部に固定
された鋼製の連結用部材とを備え、 前記逆V字状部材は、略逆V字状に配置された形鋼また
は鋼管からなる2本の斜め部材と、これら2本の斜め部
材の下端部にそれぞれ固定された鋼製の横架材接合用部
材と、前記2本の斜め部材の両上端部に固定された鋼製
の連結用部材とを備え、 前記V字状部材の前記連結用部材および前記逆V字状部
材の前記連結用部材が、それぞれ前記連結部材にボルト
接合されていることを特徴とする請求項1に記載の木造
軸組住宅用筋交い。
2. The V-shaped member comprises two slanted members made of a shape steel or a steel pipe arranged in a substantially V-shape.
A steel connecting member fixed to upper ends of the two oblique members, and steel connecting members fixed to both lower ends of the two oblique members; The letter-shaped member is composed of two slanted members made of a shape steel or a steel pipe arranged in a substantially inverted V-shape, and a steel transverse member joining member fixed to lower ends of these two slanted members, respectively. And a steel connecting member fixed to both upper ends of the two oblique members, wherein the connecting member of the V-shaped member and the connecting member of the inverted V-shaped member are: The wooden framed brace according to claim 1, wherein each of the connecting members is bolted to the connecting member.
【請求項3】 前記V字状部材の前記連結用部材および
前記逆V字状部材の前記連結用部材としてCT形鋼が用
いられ、 前記連結部材として、2枚の鋼板が用いられ、 前記V字状部材の前記連結用部材として用いられたCT
形鋼のウェブおよび前記逆V字状部材の前記連結用部材
として用いられたCT形鋼のウェブが、連結部材として
用いられた2枚の鋼板に挟まれた状態でボルト接合され
ていることを特徴とする請求項2に記載の木造軸組住宅
用筋交い。
3. A CT steel is used as the connecting member of the V-shaped member and the connecting member of the inverted V-shaped member, and two steel plates are used as the connecting member. CT used as the connecting member of the V-shaped member
That the web of the section steel and the web of the CT section steel used as the connecting member of the inverted V-shaped member are bolted together while being sandwiched between the two steel plates used as the connecting member. The brace for a wooden framed house according to claim 2, characterized in that:
【請求項4】 連結部材として用いられる鋼板には、リ
ブが形成されていることを特徴とする請求項3に記載の
木造軸組住宅用筋交い。
4. The brace for a wooden framed house according to claim 3, wherein a rib is formed on the steel plate used as the connecting member.
JP2001061288A 2001-03-06 2001-03-06 Brace for wooden framed houses Expired - Fee Related JP3549488B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001061288A JP3549488B2 (en) 2001-03-06 2001-03-06 Brace for wooden framed houses

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001061288A JP3549488B2 (en) 2001-03-06 2001-03-06 Brace for wooden framed houses

Publications (2)

Publication Number Publication Date
JP2002266436A true JP2002266436A (en) 2002-09-18
JP3549488B2 JP3549488B2 (en) 2004-08-04

Family

ID=18920604

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001061288A Expired - Fee Related JP3549488B2 (en) 2001-03-06 2001-03-06 Brace for wooden framed houses

Country Status (1)

Country Link
JP (1) JP3549488B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015175114A (en) * 2014-03-13 2015-10-05 積水化学工業株式会社 Horizontal force reinforcement structure of building
CN114382175A (en) * 2020-10-21 2022-04-22 华电重工机械有限公司 Anti-fracture structural steel structure for building

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5886249B2 (en) * 2013-07-19 2016-03-16 大和ハウス工業株式会社 Brace joint structure in steel building

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015175114A (en) * 2014-03-13 2015-10-05 積水化学工業株式会社 Horizontal force reinforcement structure of building
CN114382175A (en) * 2020-10-21 2022-04-22 华电重工机械有限公司 Anti-fracture structural steel structure for building

Also Published As

Publication number Publication date
JP3549488B2 (en) 2004-08-04

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