JPH1181529A - Wall panel and bearing wall - Google Patents

Wall panel and bearing wall

Info

Publication number
JPH1181529A
JPH1181529A JP23669797A JP23669797A JPH1181529A JP H1181529 A JPH1181529 A JP H1181529A JP 23669797 A JP23669797 A JP 23669797A JP 23669797 A JP23669797 A JP 23669797A JP H1181529 A JPH1181529 A JP H1181529A
Authority
JP
Japan
Prior art keywords
metal
fixed
fixing
face material
frame
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
JP23669797A
Other languages
Japanese (ja)
Other versions
JP3856537B2 (en
Inventor
Yukihiro Nakao
行宏 中尾
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.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes Co 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 Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP23669797A priority Critical patent/JP3856537B2/en
Publication of JPH1181529A publication Critical patent/JPH1181529A/en
Application granted granted Critical
Publication of JP3856537B2 publication Critical patent/JP3856537B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To provide a tough wall panel and a bearing wall which are not easily broken. SOLUTION: This wall panel 10 is provided with a frame body 12 that vertical members 14 and lateral members 16 are assembled to form a rectangular shape, a panel member 18 stuck on at least one side panel face of the frame body 12, and a reinforcing metal piece 20 fixed to the inside of the corner of the frame body 12. The reinforcing metal piece 20 is provided with the first metal piece 22 made of a thick plate, the second metal piece 28 made of a thin plate. The first fixing part 24 connected to a structure 40 through the lateral member 16 and the first connection part 26 bent from the first fixing part 24 and erected parallelly to the panel member 18 are integrally formed, in the first metal piece 22. And the second fixing part 30 fixed to the end of the first fixing part 24 and also fixed to the vertical member 14 and the second connection part 32 bent from the second fixing part 30 and erected in parallel with the panel member 18 and superposed with the first connection part 26 and connected thereto, are integrally formed, in the second metal piece 28.

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、粘りがあって壊れ
にくい壁パネル及び耐力壁に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a sticky and hard-to-break wall panel and a load-bearing wall.

【0002】[0002]

【背景技術及び発明が解決しようとする課題】パネル工
法やツーバイフォー工法においては、基礎や床体等とこ
れらの上に積み重ねられた耐力壁とが、アンカーボルト
や胴差しボルト等で緊結されて、建物躯体が構築され
る。また、これらの工法では、木質の枠組材と面材とで
耐力壁が構築され、このような耐力壁は、面材によって
水平方向の力に対抗し、耐震性を確保できるようになっ
ている(特開平8−120823号)。
2. Description of the Related Art In a panel method or a two-by-four method, a foundation, a floor, etc. and a load-bearing wall stacked thereon are tied together by anchor bolts, body bolts, or the like. A building frame is built. In addition, in these construction methods, a load-bearing wall is constructed of a wooden frame material and a surface material, and such a load-bearing wall is capable of resisting a horizontal force by the surface material and securing earthquake resistance. (JP-A-8-120823).

【0003】ここで、アンカーボルト等は、専らパネル
等の枠組みの横材と基礎等とを連結固定し、縦材を固定
しない。これは、縦材を固定しなくても所定の耐力を得
ることができるためである。
[0003] Here, anchor bolts and the like exclusively connect and fix the horizontal member of the frame such as a panel to the foundation, but do not fix the vertical member. This is because a predetermined strength can be obtained without fixing the vertical members.

【0004】ところで、実験によれば、耐力壁に限界を
超える大きな水平荷重が加えられると、縦材と横材の接
合部が破損したり、アンカーボルト等で固定された部分
で横材が破損したりして、これが耐力壁全体に影響を及
ぼすことがわかった。
According to experiments, when a large horizontal load exceeding the limit is applied to a load-bearing wall, a joint between a vertical member and a horizontal member is damaged, or a horizontal member is damaged at a portion fixed with anchor bolts or the like. This has been found to affect the entire load-bearing wall.

【0005】本発明は、上記課題に鑑みてなされたもの
であり、その目的は、粘りがあって壊れにくい壁パネル
及び耐力壁を提供することにある。
The present invention has been made in view of the above problems, and an object of the present invention is to provide a wall panel and a load-bearing wall which are sticky and are not easily broken.

【0006】[0006]

【課題を解決するための手段】上記課題を解決するた
め、請求項1記載の発明は、縦材と横材とが矩形に組ま
れた枠体と、この枠体の少なくとも一方のパネル面に貼
り付けられる面材と、前記枠体の角部の内側に固定され
る補強金物と、を含み、前記補強金物は、厚肉の板材か
らなる第一の金物と、薄肉の板材からなる第二の金物
と、を含み、前記第一の金物は、前記横材を介して構造
体に連結される第一の固定部と、この第一の固定部から
屈曲して前記面材と平行に立ち上がる第一の接続部と、
が一体的に形成されてなり、前記第二の金物は、前記第
一の固定部の端部に接合固定されるとともに前記縦材に
固定される第二の固定部と、この第二の固定部から屈曲
して前記面材と平行に立ち上がり前記第一の接続部と重
ねられて接合固定される第二の接続部と、が一体的に形
成されてなることを特徴とする。
According to a first aspect of the present invention, there is provided a frame in which a vertical member and a horizontal member are combined in a rectangular shape, and at least one panel surface of the frame member. A surface material to be attached, and a reinforcing metal fixed inside the corner of the frame body, wherein the reinforcing metal is a first metal member made of a thick plate material and a second metal member made of a thin plate material. Wherein the first metal part is connected to the structure via the cross member, and is bent from the first fixed part and rises in parallel with the face material. A first connection,
Are formed integrally, the second metal part is fixedly joined to the end of the first fixing part and fixed to the longitudinal member, and the second fixing part And a second connecting portion that is bent from the portion and rises in parallel with the face material and overlaps and is fixedly joined to the first connecting portion.

【0007】請求項1記載の発明によれば、壁パネルを
形成する枠体の角部の内側に補強金物が取り付けられる
ことから、粘りがあって壊れにくい壁パネルを得ること
ができる。
According to the first aspect of the present invention, since the reinforcing metal is attached to the inside of the corner of the frame forming the wall panel, it is possible to obtain a sticky and hard to break wall panel.

【0008】つまり、補強金物を形成する第一の金物
が、横材を介して構造体に連結される第一の固定部を有
することから、横材における構造体との連結部が補強さ
れる。特に、第一の金物は厚肉の板材からなることか
ら、面に交差する方向の曲げ強度が高く、変形・破損し
にくい。そのため、横材が確実に補強される。
That is, since the first metal member forming the reinforcing metal member has the first fixing portion connected to the structure via the horizontal member, the connecting portion of the horizontal member to the structure is reinforced. . In particular, since the first metal member is made of a thick plate material, the first metal member has a high bending strength in a direction intersecting the surface and is not easily deformed or broken. Therefore, the cross member is reliably reinforced.

【0009】また、第一の金物とともに補強金物を形成
する第二の金物が、第一の固定部の端部に固定されると
ともに縦材に固定される第二の固定部を有することか
ら、縦材と横材との接合部が補強され、破損しにくくな
る。特に、第二の金物は薄肉の板材からなるため、面に
平行な方向の引っ張り強度が高く、かつ、自己の変形を
許容しやすい。したがって、第二の固定部は、容易に縦
材及び第一の固定部から分離せず、縦材と横材との接合
部の破損が防止される。
Further, since the second metal member forming the reinforcing metal member together with the first metal member has the second fixing portion fixed to the end of the first fixing portion and fixed to the vertical member, The joint between the vertical member and the horizontal member is reinforced, and is less likely to be damaged. In particular, since the second metal member is made of a thin plate material, the second metal member has a high tensile strength in a direction parallel to the surface, and easily allows its own deformation. Therefore, the second fixing portion is not easily separated from the vertical member and the first fixing portion, and damage to the joint between the vertical member and the horizontal member is prevented.

【0010】そして、第一及び第二の金物は、それぞ
れ、第一又は第二の固定部から屈曲して壁パネルの面材
と平行に立ち上がる第一又は第二の接続部を有し、この
接続部同士を重ねて接合固定されることから、両金物を
確実に固定することが簡単となる。また、互いに接合固
定された第一及び第二の接続部によって、第一の固定部
と第二の固定部との接合部が補強され、変形・破損しに
くくなる。特に、第一の接続部及び第一の固定部と、第
二の接続部及び第二の固定部とは、それぞれ一体的に形
成されることから、屈曲位置で破損しにくい。
[0010] The first and second metal parts have first or second connecting parts which are bent from the first or second fixing parts and rise up in parallel with the face material of the wall panel. Since the connecting portions are overlapped and fixed together, it is easy to securely fix both metal parts. In addition, the first and second connecting portions joined and fixed to each other reinforce the joined portion between the first fixed portion and the second fixed portion, and are less likely to be deformed or damaged. In particular, since the first connecting portion and the first fixing portion and the second connecting portion and the second fixing portion are formed integrally with each other, they are not easily damaged at the bending position.

【0011】したがって、このような構成を有する補強
金物が枠体の角部の内側に取り付けられることにより、
面材の耐力の限界を超える荷重が加えられた場合でも、
急激に破壊されない壁パネルを得ることができる。
Therefore, the reinforcing hardware having such a configuration is attached to the inside of the corner of the frame,
Even if a load exceeding the strength limit of the face material is applied,
It is possible to obtain a wall panel that is not rapidly destroyed.

【0012】請求項2記載の発明は、請求項1記載の壁
パネルにおいて、前記第一及び第二の固定部は、前記枠
体の厚みよりも狭い幅で形成されることを特徴とする。
According to a second aspect of the present invention, in the wall panel according to the first aspect, the first and second fixing portions are formed to have a width smaller than a thickness of the frame.

【0013】請求項2記載の発明によれば、第一及び第
二の固定部が枠体の厚みよりも狭い幅で形成されること
から、壁パネルの形成時に補強金物が邪魔になることが
防止される。つまり、通常、面材は枠体に接着固定され
ることから、面材を確実に接着するため、面材と枠体と
がプレスされる。このとき、圧力によって枠体が厚み方
向に圧縮されるが、各固定部の幅が枠体の元の厚みより
も狭ければ、加圧時に固定部と面材が衝突せず、歪み等
のない壁パネルを得ることができる。
According to the second aspect of the present invention, since the first and second fixing portions are formed to have a width smaller than the thickness of the frame, the reinforcing metal may hinder the formation of the wall panel. Is prevented. That is, since the face material is usually bonded and fixed to the frame, the face material and the frame are pressed to surely adhere the face material. At this time, the frame is compressed in the thickness direction due to the pressure. You can get no wall panels.

【0014】したがって、第一及び第二の固定部の具体
的な幅は、加圧時における枠体の圧縮率を考慮して決定
される。
Therefore, the specific width of the first and second fixing portions is determined in consideration of the compression ratio of the frame at the time of pressing.

【0015】請求項3記載の発明は、請求項1又は請求
項2記載の壁パネルにおいて、前記第一又は第二の接続
部は、前記面材に接着固定されることを特徴とする。
According to a third aspect of the present invention, in the wall panel according to the first or second aspect, the first or second connection portion is bonded and fixed to the face material.

【0016】請求項3記載の発明によれば、第一又は第
二の接続部が面材に接着固定されることから、面材が補
強金物によって補強される。このため、面材が急激に壊
れにくく、一層粘りのある壁パネルを得ることができ
る。
According to the third aspect of the present invention, since the first or second connection portion is bonded and fixed to the face material, the face material is reinforced by the reinforcing metal. For this reason, the face material is hardly broken rapidly, and a more sticky wall panel can be obtained.

【0017】請求項4記載の発明は、縦材と横材とが矩
形に組まれた枠体と、この枠体の少なくとも一方のパネ
ル面に貼り付けられる面材と、前記枠体の角部の内側に
固定される補強金物と、を含む壁パネルが、アンカーボ
ルトによって基礎に連結されてなる耐力壁であって、前
記補強金物は、厚肉の板材からなる第一の金物と、薄肉
の板材からなる第二の金物と、を含み、前記第一の金物
は、前記アンカーボルトが貫通して前記横材を介して前
記基礎に連結される第一の固定部と、この第一の固定部
から屈曲して前記面材と平行に立ち上がる第一の接続部
と、が一体的に形成されてなり、前記第二の金物は、前
記第一の固定部の端部に接合されるとともに前記縦材に
固定される第二の固定部と、この第二の固定部から屈曲
して前記面材と平行に立ち上がり前記第一の接続部と重
ねられて接合される第二の接続部と、が一体的に形成さ
れてなることを特徴とする。
According to a fourth aspect of the present invention, there is provided a frame in which a vertical member and a horizontal member are assembled in a rectangular shape, a surface member attached to at least one panel surface of the frame member, and a corner of the frame member. And a reinforcing metal member fixed to the inside of the wall, a load-bearing wall connected to a foundation by anchor bolts, wherein the reinforcing metal member includes a first metal member made of a thick plate material and a thin metal member. A second metal part made of a plate material, wherein the first metal part is a first fixing part which the anchor bolt penetrates and is connected to the foundation via the cross member, and the first fixing part. A first connecting portion that bends from the portion and rises in parallel with the face material, and is integrally formed, and the second hardware is joined to an end of the first fixing portion and the A second fixing portion fixed to the longitudinal member; and a second fixing portion bent from the second fixing portion to be flat with the face material. A second connecting portion to be joined are overlapped with a rising said first connecting portion to, but characterized by comprising integrally formed.

【0018】請求項4記載の発明によれば、補強金物に
よって横材及び縦材と横材との接合部が補強された壁パ
ネルをアンカーボルトで基礎に連結して耐力壁が形成さ
れることから、粘りがあって壊れにくい耐力壁を実現す
ることができる。
According to the fourth aspect of the present invention, the load-bearing wall is formed by connecting the horizontal panel and the wall panel in which the joint between the vertical panel and the horizontal panel is reinforced by the reinforcing metal to the foundation with the anchor bolt. Therefore, a load-bearing wall that is sticky and hard to break can be realized.

【0019】つまり、補強金物を形成する第一の金物の
第一の固定部が、この固定部を貫通するアンカーボルト
によって、横材を介して基礎に連結されることから、横
材における基礎との連結部分が補強される。特に、第一
の金物は厚肉の板材からなることから、面に交差する方
向の曲げ強度が高く、変形・破損しにくい。そのため、
横材が確実に補強される。
That is, since the first fixing portion of the first metal member forming the reinforcing metal member is connected to the foundation through the horizontal member by the anchor bolt penetrating the fixing member, the base member of the horizontal member is connected to the first fixing member. Is reinforced. In particular, since the first metal member is made of a thick plate material, the first metal member has a high bending strength in a direction intersecting the surface and is not easily deformed or broken. for that reason,
Cross members are reinforced reliably.

【0020】また、第一の金物とともに補強金物を形成
する第二の金物が、第一の固定部の端部に固定されると
ともに縦材に固定される第二の固定部を有することか
ら、縦材と横材との接合部が補強され、破損しにくくな
る。特に、第二の金物は薄肉の板材からなるため、面に
平行な方向の引っ張り強度が高く、かつ、自己の変形を
許容しやすい。したがって、第二の固定部は、容易に縦
材及び第一の固定部から分離せず、縦材と横材との接合
部の破損が防止される。
Further, since the second metal member forming the reinforcing metal member together with the first metal member has the second fixing portion fixed to the end of the first fixing portion and fixed to the vertical member, The joint between the vertical member and the horizontal member is reinforced, and is less likely to be damaged. In particular, since the second metal member is made of a thin plate material, the second metal member has a high tensile strength in a direction parallel to the surface, and easily allows its own deformation. Therefore, the second fixing portion is not easily separated from the vertical member and the first fixing portion, and damage to the joint between the vertical member and the horizontal member is prevented.

【0021】そして、第一及び第二の金物は、それぞ
れ、第一又は第二の固定部から屈曲して壁パネルの面材
と平行に立ち上がる第一又は第二の接続部を有し、この
接続部同士を重ねて接合固定されることから、両金物を
確実に固定することが簡単となる。また、互いに接合固
定された第一及び第二の接続部によって、第一の固定部
と第二の固定部との接合部が補強され、変形・破損しに
くくなる。特に、第一の接続部及び第一の固定部と、第
二の接続部及び第二の固定部とは、それぞれ一体的に形
成されることから、屈曲位置で破損しにくい。
Each of the first and second hardware has a first or second connecting portion which is bent from the first or second fixing portion and rises in parallel with the face material of the wall panel. Since the connecting portions are overlapped and fixed together, it is easy to securely fix both metal parts. In addition, the first and second connecting portions joined and fixed to each other reinforce the joined portion between the first fixed portion and the second fixed portion, and are less likely to be deformed or damaged. In particular, since the first connecting portion and the first fixing portion and the second connecting portion and the second fixing portion are formed integrally with each other, they are not easily damaged at the bending position.

【0022】したがって、このような構成を有する補強
金物が枠体の角部の内側に取り付けられることにより、
面材の耐力の限界を超える荷重が加えられた場合でも、
急激に破壊されない壁パネルが得られ、この壁パネルを
アンカーボルトで基礎に固定することにより、急激に壊
れにくい耐力壁を得ることができる。
Therefore, the reinforcing hardware having such a configuration is attached to the inside of the corner of the frame, so that
Even if a load exceeding the strength limit of the face material is applied,
A wall panel which is not rapidly destroyed is obtained. By fixing the wall panel to the foundation with anchor bolts, a load-bearing wall which is not easily broken can be obtained.

【0023】請求項5記載の発明は、請求項4記載の耐
力壁において、前記第一又は第二の接続部は、前記面材
に接着固定されることを特徴とする。
According to a fifth aspect of the present invention, in the load-bearing wall according to the fourth aspect, the first or second connection portion is bonded and fixed to the face material.

【0024】請求項5記載の発明によれば、第一又は第
二の接続部が面材に接着固定されることから、面材が補
強金物によって補強される。このため、面材が急激に壊
れにくく、より一層粘りのある耐力壁を得ることができ
る。
According to the fifth aspect of the present invention, since the first or second connecting portion is bonded and fixed to the face material, the face material is reinforced by the reinforcing metal. For this reason, the face material is hardly broken rapidly, and a more durable load-bearing wall can be obtained.

【0025】[0025]

【発明の実施の形態】次に、本発明の実施の形態を図面
を参照して詳細に説明する。
Next, embodiments of the present invention will be described in detail with reference to the drawings.

【0026】図1は、本発明の実施形態を示す一部拡大
斜視図である。
FIG. 1 is a partially enlarged perspective view showing an embodiment of the present invention.

【0027】同図において、壁パネル10は、縦材14
と横材16とを矩形に組んだ枠体12と、この枠体12
の両パネル面に接着される面材18と、この枠体12の
角部の内側に取り付けられる補強金物20と、を有す
る。
In FIG. 1, a wall panel 10 includes a vertical member 14.
And a cross member 16 formed in a rectangular shape.
And a reinforcing member 20 attached to the inside of the corner of the frame 12.

【0028】なお、同図において、一方の面材18は省
略して描いてある。また、縦材14及び横材16は集成
材からなり、面材18は合板で形成される。
In FIG. 1, one face member 18 is omitted. The vertical members 14 and the horizontal members 16 are made of laminated wood, and the face members 18 are formed of plywood.

【0029】補強金物20は、略L字状の断面形状をな
す板材からなる2つの金物22,28を組み合わせて形
成される。また、補強金物20は、枠体12の内側に納
まる大きさに形成される。特に枠体12の厚み方向の寸
法については、面材18貼付作業時の枠体12の圧縮率
を考慮し、少なくとも圧縮長さを除いた分だけ小さく形
成される。
The reinforcing metal member 20 is formed by combining two metal members 22 and 28 made of a plate having a substantially L-shaped cross section. The reinforcing hardware 20 is formed in a size that fits inside the frame 12. Particularly, the dimension of the frame body 12 in the thickness direction is made smaller by at least the length excluding the compression length in consideration of the compression ratio of the frame body 12 at the time of attaching the face material 18.

【0030】より詳しくは、第一の金物22は、縦12
5mm、横150mm、厚さ6mmの金属板からなり、
この金属板を横方向の中央で直角に屈曲させて形成され
る。この屈曲位置を挟んで片側が第一の固定部24、反
対側が第一の接続部26となる。このとき、第一の固定
部24の中央部には、アンカーボルト42を挿入可能な
孔24aが、間隔をおいて2つ形成される。これによ
り、固定部24をアンカーボルト42で基礎40に連結
することが可能となる。なお、孔24aが複数あること
から、必要に応じてアンカーボルト42の取付位置をず
らすことができる。
More specifically, the first metal part 22 is
It consists of a 5mm, 150mm wide, 6mm thick metal plate,
The metal plate is formed by bending at a right angle at the center in the horizontal direction. One side becomes the first fixing part 24 and the other side becomes the first connecting part 26 with the bending position interposed therebetween. At this time, two holes 24a into which the anchor bolts 42 can be inserted are formed at the center of the first fixing portion 24 at intervals. Thereby, the fixing portion 24 can be connected to the foundation 40 by the anchor bolt 42. Since there are a plurality of holes 24a, the mounting position of the anchor bolt 42 can be shifted as necessary.

【0031】一方、第二の金物28は、縦の長さの最大
値250mm、最小値75mm、横の長さの最大値20
5mm、最小値75mm、厚さ1.6mmの異形金属板
を直角に屈曲させて形成される。そして、屈曲位置を境
に片側が第二の固定部30,反対側が第二の接続部32
となる。なお、異形金属板を屈曲させる際、第二の固定
部30が、縦250mm、横幅75mmの矩形をなすよ
うにする。また、第二の固定部30には、図示しない釘
等の固定金物を挿入可能な固着孔34が8つ設けられ
る。このため、固定金物を用いて第二の固定部30を縦
材14に固定することが可能となる。なお、孔34は、
千鳥状に配置してもよい。
On the other hand, the second hardware 28 has a maximum vertical length of 250 mm, a minimum length of 75 mm, and a maximum horizontal length of 20 mm.
It is formed by bending a deformed metal plate having a thickness of 5 mm, a minimum value of 75 mm, and a thickness of 1.6 mm at a right angle. Then, one side is the second fixed portion 30 and the other side is the second connecting portion 32 at the bending position.
Becomes When the deformed metal plate is bent, the second fixing portion 30 is formed into a rectangle having a length of 250 mm and a width of 75 mm. The second fixing part 30 is provided with eight fixing holes 34 into which fixing hardware such as nails (not shown) can be inserted. For this reason, it becomes possible to fix the second fixing portion 30 to the vertical member 14 using the fixing hardware. The hole 34 is
They may be arranged in a staggered manner.

【0032】そして、第一の金物22の側端面22bが
第二の金物28の第二の固定部30に溶接され、併せ
て、第一の接続部26の裏面が第二の接続部32の表面
に溶接されて、補強金物20が形成される。
Then, the side end surface 22b of the first metal part 22 is welded to the second fixing part 30 of the second metal part 28, and the back surface of the first connecting part 26 is The reinforcing metal 20 is formed by welding to the surface.

【0033】このような補強金物20は、枠体12の角
部の内側に合わせて設置され、第二の金物28が、図示
しない接着剤で縦材14及び面材18に固定される。確
実に接着できる限り、接着剤の種類は特に問わない。ま
た、第二の固定部30については、さらに、固着孔34
から固定金物を縦材14に打ち込んで、強固に固定され
る。
Such a reinforcing metal member 20 is installed so as to fit inside the corner of the frame 12, and the second metal member 28 is fixed to the vertical member 14 and the face member 18 with an adhesive (not shown). The type of the adhesive is not particularly limited as long as it can be securely bonded. Further, the second fixing portion 30 further includes a fixing hole 34.
Then, a fixing metal is driven into the vertical member 14 to be firmly fixed.

【0034】本実施形態では、アンカーボルト42で固
定される下側の2つの角部に補強金物20が取り付けら
れるものとする。
In the present embodiment, it is assumed that the reinforcing hardware 20 is attached to the two lower corners fixed by the anchor bolts 42.

【0035】また、枠体12の下側の横材16には、第
一の固定部22の孔24aに連通する貫通孔16aが形
成される。第一の固定部22が横材16に接着されない
ことから、横材16印貫通孔16aを予め形成しておい
ても、面材18貼付の際の加圧によって、貫通孔16a
と孔24aとがずれることがない。
Further, a through hole 16 a communicating with the hole 24 a of the first fixing portion 22 is formed in the horizontal member 16 on the lower side of the frame 12. Since the first fixing portion 22 is not bonded to the cross member 16, even if the cross member 16 mark through hole 16a is formed in advance, the through hole 16a
And the hole 24a do not shift.

【0036】このような構成を有する壁パネル10は、
横材16の貫通孔16a及びこれに連通する第一の固定
部の孔24aに、基礎40から突出するアンカーボルト
42を挿入し、図示しないナットで固定して、基礎40
に緊結される。これにより、壁パネル10を用いた耐力
壁が形成される。
The wall panel 10 having such a configuration is as follows.
An anchor bolt 42 protruding from the foundation 40 is inserted into the through hole 16a of the cross member 16 and the hole 24a of the first fixing portion communicating therewith, and is fixed with a nut (not shown).
Tied to. Thereby, a bearing wall using the wall panel 10 is formed.

【0037】本実施形態は、このように構成される。こ
れにより、次のような作用・効果が生ずる。
The present embodiment is configured as described above. As a result, the following actions and effects are produced.

【0038】まず、枠体12の下側の2つの角部の内側
に補強金物20が取り付けられることから、縦材14と
横材16の接合部が補強され、粘りがあって壊れにくい
壁パネルが得られる。
First, since the reinforcing hardware 20 is attached inside the lower two corners of the frame 12, the joint between the vertical member 14 and the horizontal member 16 is reinforced, and the wall panel is sticky and hard to break. Is obtained.

【0039】つまり、補強金物20を形成する第一の金
物22が、横材16を介して基礎40に連結される第一
の固定部24を有することから、横材16における基礎
40との連結部が補強される。特に、第一の金物22は
厚肉の板材からなることから、面に交差する方向の曲げ
強度が高く、変形・破損しにくい。そのため、横材16
が確実に補強される。
That is, since the first metal member 22 forming the reinforcing metal member 20 has the first fixing portion 24 connected to the foundation 40 via the horizontal member 16, the connection of the horizontal member 16 to the foundation 40 is possible. The part is reinforced. In particular, since the first metal member 22 is made of a thick plate material, the first metal member 22 has high bending strength in a direction intersecting the surface, and is hardly deformed or damaged. Therefore, the cross member 16
Is surely reinforced.

【0040】また、第二の金物28が、第一の固定部2
4の端部に固定されるとともに縦材14に固定される第
二の固定部30を有することから、縦材14と横材16
との接合部が補強され、破損しにくくなる。特に、第二
の金物28は薄肉の板材からなるため、面に平行な方向
の引っ張り強度が高く、かつ、自己の変形を許容しやす
い。したがって、第二の固定部30は、容易に縦材14
及び第一の固定部24から分離せず、縦材14と横材1
6との接合部の破損が防止される。
The second metal part 28 is connected to the first fixing part 2.
4 and the second fixing portion 30 fixed to the longitudinal member 14, the vertical member 14 and the horizontal member 16 are provided.
Is reinforced and hardly damaged. In particular, since the second metal member 28 is made of a thin plate material, the second metal member 28 has a high tensile strength in a direction parallel to the surface and easily allows its own deformation. Therefore, the second fixing portion 30 can easily be attached to the vertical member 14.
And the vertical member 14 and the horizontal member 1 without being separated from the first fixing portion 24.
6 is prevented from being damaged.

【0041】そして、第一の金物22の第一の接続部2
6が、第二の金物28の接続部32に重ねて接合固定さ
れることから、第一及び第二の金物22,28が簡単か
つ確実に固定される。また、互いに接合固定された第一
及び第二の接続部26,32によって、第一及び第二の
固定部24,30の接合部が補強され、変形・破損しに
くくなる。特に、第一の接続部26及び第一の固定部2
4と、第二の接続部32及び第二の固定部30とは、そ
れぞれ一体的に形成されることから、屈曲位置で破損し
にくい。
Then, the first connecting portion 2 of the first hardware 22
6 is fixed to the connection part 32 of the second metal part 28 by being overlapped thereon, so that the first and second metal parts 22 and 28 are fixed easily and reliably. Further, the first and second fixing portions 24, 30 are reinforced by the first and second connecting portions 26, 32 joined and fixed to each other, so that the first and second fixing portions 24, 30 are hardly deformed or damaged. In particular, the first connecting portion 26 and the first fixing portion 2
4 and the second connecting portion 32 and the second fixing portion 30 are formed integrally with each other, so that they are not easily damaged at the bending position.

【0042】さらに、第二の金物28が縦材14及び面
材18に接着固定されることから、面材18と縦材との
接合部が補強されるとともに、面材18自体も補強され
る。そのため、面材18の耐力が向上し、一層壊れにく
い壁パネル10が得られる。
Further, since the second metal member 28 is bonded and fixed to the vertical member 14 and the surface member 18, the joint between the surface member 18 and the vertical member is reinforced, and the surface member 18 itself is reinforced. . Therefore, the proof stress of the face material 18 is improved, and the wall panel 10 that is more difficult to break can be obtained.

【0043】また、このような壁パネル10が、横材1
6の貫通孔16a及び第一の固定部24の孔24aから
挿入されるアンカーボルト42で基礎40に緊結される
ことから、横材16と縦材14との接合部及び面材18
のみならず、横材16そのものが急激に壊れにくい。こ
のため、粘りがあって壊れにくい耐力壁が簡単に形成さ
れる。
Further, such a wall panel 10 is used for the horizontal member 1.
6 is fastened to the foundation 40 by the anchor bolts 42 inserted from the through holes 16 a and the holes 24 a of the first fixing portion 24, so that the joint between the horizontal member 16 and the vertical member 14 and the face member 18
Not only that, the cross member 16 itself is not easily broken. Therefore, a load-bearing wall that is sticky and hard to break is easily formed.

【0044】なお、本発明の実施の形態は、上述の例に
限られるものではなく、発明の範囲内において種々変更
することができる。
The embodiment of the present invention is not limited to the above-described example, but can be variously modified within the scope of the invention.

【0045】例えば、補強金物の全体の寸法を、枠体の
角部の内側に取り付け可能な範囲において任意に変更し
たり、第一の金物及び第二の金物の厚みを等しくしたり
することができる。また、第二の金物を面材にのみ接着
したり、逆に面材への固定を省略したりすることもでき
る。さらに、補強金物を、枠体の4つの角部全ての内側
に取り付けたり、一部のみに取り付けたりすることもで
きる。あるいは、基礎の代わりに、床パネルや他の壁パ
ネル等の構造体に、胴差しボルト等の固定手段を用いて
連結固定して、耐力壁を形成しても良い。
For example, it is possible to arbitrarily change the overall size of the reinforcing hardware within a range mountable inside the corner of the frame, or to equalize the thickness of the first hardware and the second hardware. it can. In addition, the second metal member may be adhered only to the face material, or, conversely, the fixation to the face material may be omitted. Further, the reinforcing hardware can be attached to the inside of all four corners of the frame, or to only a part thereof. Alternatively, instead of the foundation, a bearing wall may be formed by being connected and fixed to a structure such as a floor panel or another wall panel using a fixing means such as a trunk bolt.

【0046】[0046]

【発明の効果】以上説明したように、請求項1記載の発
明によれば、壁パネルを形成する枠体の角部の内側に補
強金物が取り付けられることから、粘りがあって壊れに
くい壁パネルを得ることができる。
As described above, according to the first aspect of the present invention, since the reinforcing hardware is attached inside the corner of the frame forming the wall panel, the wall panel is sticky and is not easily broken. Can be obtained.

【0047】請求項2記載の発明によれば、第一及び第
二の固定部が枠体の厚みよりも狭い幅で形成されること
から、壁パネルの形成時に補強金物が邪魔になることが
防止される。
According to the second aspect of the present invention, since the first and second fixing portions are formed to have a width smaller than the thickness of the frame, the reinforcing hardware may hinder the formation of the wall panel. Is prevented.

【0048】請求項3記載の発明によれば、第一又は第
二の接続部が面材に接着固定されることから、面材が補
強金物によって補強される。このため、面材が急激に壊
れにくく、一層粘りのある壁パネルを得ることができ
る。
According to the third aspect of the present invention, since the first or second connecting portion is bonded and fixed to the face material, the face material is reinforced by the reinforcing metal. For this reason, the face material is hardly broken rapidly, and a more sticky wall panel can be obtained.

【0049】請求項4記載の発明によれば、補強金物に
よって横材及び縦材と横材との接合部が補強された壁パ
ネルをアンカーボルトで基礎に連結して耐力壁が形成さ
れることから、粘りがあって壊れにくい耐力壁を実現す
ることができる。
According to the fourth aspect of the present invention, the load-bearing wall is formed by connecting the horizontal panel and the wall panel in which the joint between the vertical panel and the horizontal panel is reinforced by the reinforcing metal to the foundation with the anchor bolt. Therefore, a load-bearing wall that is sticky and hard to break can be realized.

【0050】請求項5記載の発明によれば、第一又は第
二の接続部が面材に接着固定されることから、面材が補
強金物によって補強される。このため、面材が急激に壊
れにくく、より一層粘りのある耐力壁を得ることができ
る。
According to the fifth aspect of the present invention, since the first or second connection portion is bonded and fixed to the face material, the face material is reinforced by the reinforcing metal. For this reason, the face material is hardly broken rapidly, and a more durable load-bearing wall can be obtained.

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

【図1】本発明の実施形態を示す一部拡大斜視図であ
る。
FIG. 1 is a partially enlarged perspective view showing an embodiment of the present invention.

【符号の説明】[Explanation of symbols]

10 壁パネル 12 枠体 14 縦材 16 横材 18 面材 20 補強金物 22 第一の金物 24 第一の固定部 26 第一の接続部 28 第二の金物 30 第二の固定部 32 第二の接続部 40 基礎(構造体) 42 アンカーボルト DESCRIPTION OF SYMBOLS 10 Wall panel 12 Frame 14 Vertical material 16 Horizontal material 18 Face material 20 Reinforcement metal 22 First metal 24 First fixing part 26 First connection part 28 Second metal 30 Second fixing part 32 Second Connection part 40 Foundation (structure) 42 Anchor bolt

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 縦材と横材とが矩形に組まれた枠体と、
この枠体の少なくとも一方のパネル面に貼り付けられる
面材と、前記枠体の角部の内側に固定される補強金物
と、を含み、 前記補強金物は、厚肉の板材からなる第一の金物と、薄
肉の板材からなる第二の金物と、を含み、 前記第一の金物は、前記横材を介して構造体に連結され
る第一の固定部と、この第一の固定部から屈曲して前記
面材と平行に立ち上がる第一の接続部と、が一体的に形
成されてなり、 前記第二の金物は、前記第一の固定部の端部に接合固定
されるとともに前記縦材に固定される第二の固定部と、
この第二の固定部から屈曲して前記面材と平行に立ち上
がり前記第一の接続部と重ねられて接合固定される第二
の接続部と、が一体的に形成されてなることを特徴とす
る壁パネル。
1. A frame in which a vertical member and a horizontal member are assembled into a rectangle,
A face material attached to at least one panel surface of the frame body, and a reinforcing hardware fixed inside a corner of the frame body, wherein the reinforcing hardware includes a first thick plate material. Metal, and a second metal consisting of a thin plate material, the first metal, the first fixing portion connected to the structure via the horizontal member, from the first fixing portion A first connecting portion that bends and rises in parallel with the face material is integrally formed, and the second metal member is joined and fixed to an end of the first fixing portion and the vertical A second fixing portion fixed to the material,
A second connecting portion that is bent from the second fixing portion and rises in parallel with the face material and overlaps and is fixedly joined to the first connecting portion, is formed integrally. Wall panels.
【請求項2】 請求項1記載の壁パネルにおいて、 前記第一及び第二の固定部は、前記枠体の厚みよりも狭
い幅で形成されることを特徴とする壁パネル。
2. The wall panel according to claim 1, wherein the first and second fixing portions are formed to have a width smaller than a thickness of the frame.
【請求項3】 請求項1又は請求項2記載の壁パネルに
おいて、 前記第一又は第二の接続部は、前記面材に接着固定され
ることを特徴とする壁パネル。
3. The wall panel according to claim 1, wherein the first or second connecting portion is adhered and fixed to the face material.
【請求項4】 縦材と横材とが矩形に組まれた枠体と、
この枠体の少なくとも一方のパネル面に貼り付けられる
面材と、前記枠体の角部の内側に固定される補強金物
と、を含む壁パネルが、アンカーボルトによって基礎に
連結されてなる耐力壁であって、 前記補強金物は、厚肉の板材からなる第一の金物と、薄
肉の板材からなる第二の金物と、を含み、 前記第一の金物は、前記アンカーボルトが貫通して前記
横材を介して前記基礎に連結される第一の固定部と、こ
の第一の固定部から屈曲して前記面材と平行に立ち上が
る第一の接続部と、が一体的に形成されてなり、 前記第二の金物は、前記第一の固定部の端部に接合され
るとともに前記縦材に固定される第二の固定部と、この
第二の固定部から屈曲して前記面材と平行に立ち上がり
前記第一の接続部と重ねられて接合される第二の接続部
と、が一体的に形成されてなることを特徴とする耐力
壁。
4. A frame in which a vertical member and a horizontal member are assembled into a rectangle,
A load-bearing wall in which a wall panel including a face material attached to at least one panel surface of the frame and a reinforcing metal fixed inside a corner of the frame is connected to a foundation by anchor bolts. Wherein the reinforcing metal includes a first metal member made of a thick plate material and a second metal member made of a thin plate material, wherein the first metal member is penetrated by the anchor bolt. A first fixing portion connected to the foundation via a cross member, and a first connecting portion which is bent from the first fixing portion and rises in parallel with the face material are integrally formed. The second metal part is joined to an end of the first fixing part and fixed to the longitudinal member, and the second fixing part is bent from the second fixing part, and the face material is bent. A second connecting portion that rises in parallel and is overlapped with and joined to the first connecting portion; Bearing wall, characterized by comprising integrally formed.
【請求項5】 請求項4記載の耐力壁において、 前記第一又は第二の接続部は、前記面材に接着固定され
ることを特徴とする耐力壁。
5. The load-bearing wall according to claim 4, wherein said first or second connection portion is bonded and fixed to said face material.
JP23669797A 1997-09-02 1997-09-02 Wall panels and bearing walls Expired - Fee Related JP3856537B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23669797A JP3856537B2 (en) 1997-09-02 1997-09-02 Wall panels and bearing walls

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23669797A JP3856537B2 (en) 1997-09-02 1997-09-02 Wall panels and bearing walls

Publications (2)

Publication Number Publication Date
JPH1181529A true JPH1181529A (en) 1999-03-26
JP3856537B2 JP3856537B2 (en) 2006-12-13

Family

ID=17004439

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23669797A Expired - Fee Related JP3856537B2 (en) 1997-09-02 1997-09-02 Wall panels and bearing walls

Country Status (1)

Country Link
JP (1) JP3856537B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008115563A (en) * 2006-11-01 2008-05-22 Misawa Homes Co Ltd Reinforcing structure of building
JP2009007868A (en) * 2007-06-29 2009-01-15 Daiken Trade & Ind Co Ltd ASEISMIC CONTROL STRUCTURE OF 2x4 HOUSE, PANEL MEMBER USED FOR THE SAME, AND FACING MATERIAL

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008115563A (en) * 2006-11-01 2008-05-22 Misawa Homes Co Ltd Reinforcing structure of building
JP2009007868A (en) * 2007-06-29 2009-01-15 Daiken Trade & Ind Co Ltd ASEISMIC CONTROL STRUCTURE OF 2x4 HOUSE, PANEL MEMBER USED FOR THE SAME, AND FACING MATERIAL

Also Published As

Publication number Publication date
JP3856537B2 (en) 2006-12-13

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