JP2002213033A - Structure for bearing wall - Google Patents
Structure for bearing wallInfo
- Publication number
- JP2002213033A JP2002213033A JP2001009313A JP2001009313A JP2002213033A JP 2002213033 A JP2002213033 A JP 2002213033A JP 2001009313 A JP2001009313 A JP 2001009313A JP 2001009313 A JP2001009313 A JP 2001009313A JP 2002213033 A JP2002213033 A JP 2002213033A
- Authority
- JP
- Japan
- Prior art keywords
- metal plate
- metal
- structural face
- face material
- structural
- 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
Links
- 239000002184 metal Substances 0.000 claims abstract description 168
- 239000000463 material Substances 0.000 claims abstract description 99
- 238000003780 insertion Methods 0.000 claims description 20
- 230000037431 insertion Effects 0.000 claims description 20
- 239000011810 insulating material Substances 0.000 claims description 9
- 239000002023 wood Substances 0.000 abstract 2
- 238000010008 shearing Methods 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 7
- 238000010276 construction Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000000149 penetrating effect Effects 0.000 description 3
- 230000002421 anti-septic effect Effects 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 241000218645 Cedrus Species 0.000 description 1
- 241000587161 Gomphocarpus Species 0.000 description 1
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 1
- 235000011613 Pinus brutia Nutrition 0.000 description 1
- 241000018646 Pinus brutia Species 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000009970 fire resistant effect Effects 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000011490 mineral wool Substances 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、例えば木造住宅の
耐力壁の構造に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure of a load-bearing wall of a wooden house, for example.
【0002】[0002]
【従来の技術】木造住宅の壁は、複数の構造用面材2と
木柱3とを組み合わせて構成されており、従来では、図
8に示すように、構造用面材2を複数の木柱3の前面に
配置し、構造用面材2の側端部の前面から木柱3に向か
って釘40を打入することによって、隣接する構造用面
材2の側端部をそれぞれ木柱3に対して固定するように
していた。2. Description of the Related Art A wall of a wooden house is constructed by combining a plurality of structural face materials 2 and wooden pillars 3. Conventionally, as shown in FIG. By disposing the nail 40 from the front of the side end of the structural panel 2 toward the wooden column 3, the side ends of the adjacent structural panel 2 are respectively placed on the wooden column. 3 was fixed.
【0003】[0003]
【発明が解決しようとする課題】ところが、従来のよう
に構造用面材2を釘40などで木柱3に固定する構造に
あっては、図9に示すように、釘40が構造用面材2全
体を貫通して木柱3に打入されることとなるために、過
大な荷重が作用した場合には、釘40に集中するせん断
応力が大きくなり、図10(a)のイ部に示すように、
釘40が大きく変形してしまい、そのために構造用面材
2同士が互いに位置ずれするという問題がある。ここ
で、壁の破壊状況の試験では、固定具として釘40を用
いた場合は、荷重、変形の増大と共に、図10(b)の
ように釘40が曲がったり、或いは構造用面材2から抜
け出してしまい、耐荷重が低下していくことがわかって
いる。そこで、耐震性を高めるために従来では図8に示
すように、間柱3’や筋交などの補助部材の数を増やす
ことも試みられているが、この場合、柱数が増えて材料
の合理化を図ることができなくなるという問題が生じ
る。さらに、従来では釘40の頭部40aが構造用面材
2の外表面に現れるために、壁の外観を見苦しくすると
いう問題もあった。However, in a conventional structure in which the structural face material 2 is fixed to the wooden pillar 3 with a nail 40 or the like, as shown in FIG. Since the wooden material 3 is driven into the wooden pillar 3 through the entire material 2, when an excessive load is applied, the shear stress concentrated on the nail 40 increases, and the part A in FIG. As shown in
There is a problem that the nail 40 is greatly deformed, and thus the structural face materials 2 are displaced from each other. Here, in the test of the destruction state of the wall, when the nail 40 was used as a fixing tool, the nail 40 was bent as shown in FIG. It has been found that the material slips out and the load capacity decreases. Therefore, as shown in FIG. 8, conventionally, an attempt has been made to increase the number of auxiliary members such as studs 3 ′ and braces as shown in FIG. 8. A problem arises that it is no longer possible to achieve this. Further, in the related art, since the head 40a of the nail 40 appears on the outer surface of the structural face material 2, there is a problem that the external appearance of the wall becomes unsightly.
【0004】本発明は、上記の従来例の問題点に鑑みて
発明したものであって、その目的とするところは、過大
な荷重が作用した場合にも、構造用面材の固定部に加わ
るせん断応力を分散でき、優れた耐震構造が得られ、そ
のうえ構造用面材の外観上の見栄えを良くすることがで
きると共に、間柱等の補助部材を省略できて材料の合理
化を図ることができる耐力壁の構造を提供するにあり、
他の目的とするところは、サンドイッチパネルを外壁と
して使用した場合でも、十分な耐荷特性を得ることがで
きる耐力壁の構造を提供するにある。The present invention has been made in view of the above-mentioned problems of the prior art, and an object of the present invention is to apply to a fixing portion of a structural face material even when an excessive load is applied. Shear stress can be dispersed, an excellent earthquake-resistant structure can be obtained, and the appearance of the structural panel can be improved in appearance. In addition, auxiliary members such as studs can be omitted, and the material can be rationalized. In providing the structure of the wall,
Another object is to provide a load-bearing wall structure capable of obtaining sufficient load-bearing characteristics even when a sandwich panel is used as an outer wall.
【0005】[0005]
【課題を解決するための手段】上記課題を解決するため
に請求項1記載の発明にあっては、少なくとも背面が金
属外皮4で形成されている構造用面材2と木柱3とで構
成される耐力壁の構造において、構造用面材2を固定用
の金属板6を介して木柱3の前面側に配置し、構造用面
材2の金属外皮4と金属板6とを固定すると共に木柱3
と金属板6とを固定してなることを特徴としており、こ
のように構成することで、金属外皮4と金属板6部分に
おいて過大荷重を吸収できる構造となり、過大な荷重が
作用した場合でも、構造用面材2の固定部に加わるせん
断応力を分散でき、隣接する構造用面材2,2間にズレ
などが発生するのを防止できると共に、従来のような間
柱等の補助部材が省略可能となる。According to the first aspect of the present invention, there is provided a structural panel having at least a back surface formed of a metal outer cover and a wooden pillar. In the structure of the load-bearing wall, the structural face material 2 is disposed on the front side of the wooden pillar 3 via the metal plate 6 for fixing, and the metal outer cover 4 of the structural face material 2 and the metal plate 6 are fixed. With wooden pillar 3
And the metal plate 6 are fixed. With such a configuration, the metal outer cover 4 and the metal plate 6 have a structure capable of absorbing an excessive load, and even when an excessive load is applied, It is possible to disperse the shear stress applied to the fixing portion of the structural face material 2, prevent the occurrence of displacement between the adjacent structural face materials 2, 2, and omit the conventional auxiliary members such as studs. Becomes
【0006】また、請求項2記載の発明は、請求項1に
おいて、複数の木柱3を所定の間隔をおいて立設し、各
木柱3の前面側に固定用の金属板6をその中央部にて固
定し、金属板6の前面側に隣接する構造用面材2の側端
部の背面を配置し、金属板6の両端部6a,6bに構造
用面材2を金属外皮4にて固定することにより複数の構
造用面材2を木柱3に沿わせて並設してなることを特徴
とするのが好ましく、この場合、隣接する構造用面材2
の各側端部を1枚の金属板6を利用して1本の木柱3に
対して効率良く固定できるようになる。According to a second aspect of the present invention, in the first aspect, a plurality of wooden pillars 3 are erected at predetermined intervals, and a metal plate 6 for fixing is provided on the front side of each wooden pillar 3. It is fixed at the center, and the back of the side end of the structural face material 2 adjacent to the front side of the metal plate 6 is arranged. The structural face material 2 is placed on both ends 6a and 6b of the metal plate 6 with the metal sheath 4 It is preferable that a plurality of structural face materials 2 are arranged side by side along the wooden pillar 3 by fixing at this time. In this case, adjacent structural face materials 2 are used.
Can be efficiently fixed to one wooden pillar 3 using one metal plate 6.
【0007】また、請求項3記載の発明は、請求項1に
おいて、複数の木柱3を所定の間隔をおいて立設し、各
木柱3の前面側に固定用の金属板6を配置し、金属板6
の前面側に隣接する構造用面材2の側端部の背面を配置
し、固定具8により隣接する一方の構造用面材2の背面
側の金属外皮4と金属板6とを固定すると共に、他の固
定具7を隣接する他方の構造用面材2の前面側から打入
してこの構造用面材2と金属板6とを貫通して木柱3に
打ち込むことにより複数の構造用面材2を木柱3に沿わ
せて並設してなることを特徴とするのが好ましく、この
場合、隣接する構造用面材2の各側端部を1枚の金属板
6を利用して1本の木柱3に対して効率良く固定できる
うえに、他方の構造用面材2を木柱3に対して固定する
際に金属板6を一緒に木柱3に対して固定でき、これに
より、金属板6を木柱3に固定する作業を簡略化できる
ようになる。According to a third aspect of the present invention, in the first aspect, a plurality of wooden pillars 3 are erected at predetermined intervals, and a fixing metal plate 6 is disposed on the front side of each wooden pillar 3. And metal plate 6
The rear face of the side face of the structural face material 2 adjacent to the front face side is disposed, and the metal shell 4 and the metal plate 6 on the rear face side of the adjacent one of the structural face materials 2 are fixed by the fixture 8. By inserting another fixing member 7 from the front side of the adjacent other structural panel 2 and penetrating the structural panel 2 and the metal plate 6 and driving the wooden panel 3, a plurality of structural members are formed. It is preferable that the face materials 2 are arranged side by side along the wooden pillars 3. In this case, each side end of the adjacent structural face material 2 is formed by using one metal plate 6. In addition to being able to efficiently fix to one wooden pillar 3, the metal plate 6 can be fixed to the wooden pillar 3 together when the other structural face material 2 is fixed to the wooden pillar 3, Thereby, the operation of fixing the metal plate 6 to the wooden pillar 3 can be simplified.
【0008】また、請求項4記載の発明は、請求項1乃
至請求項3のいずれかにおいて、構造用面材2の背面側
の金属外皮4を貫通して構造用面材2の内部に挿入され
る挿着部9と該構造用面材2の内部で拡開して金属外皮
4の内面に係止されるクリップ部10とからなる固定具
8を用いて、構造用面材2の金属外皮4と固定用の金属
板6とを固定することを特徴とするのが好ましく、この
場合、挿着部9とクリップ部10とからなる固定具8を
用いて金属外皮4と金属板6とを簡易に固定できるよう
になり、しかも、挿着部9を構造用面材2全体に貫通さ
せる必要もないので、挿着部9の挿入深さが浅くて済
み、作業効率が向上するものである。According to a fourth aspect of the present invention, in any one of the first to third aspects, the structure is inserted into the inside of the structural face material 2 through the metal outer cover 4 on the back side of the structural face material 2. The metal of the structural surface material 2 is formed by using a fixing tool 8 including an insertion portion 9 to be inserted and a clip portion 10 which is expanded inside the structural surface material 2 and is engaged with the inner surface of the metal outer cover 4. It is preferable that the outer cover 4 and the metal plate 6 for fixing are fixed. In this case, the metal outer cover 4 and the metal plate 6 are connected to each other by using a fixture 8 including an insertion portion 9 and a clip portion 10. Can be easily fixed, and the insertion portion 9 does not have to be penetrated through the entire structural face material 2, so that the insertion depth of the insertion portion 9 can be small, and the working efficiency can be improved. is there.
【0009】また、請求項5記載の発明は、請求項1乃
至請求項4のいずれかにおいて、構造用面材2は、一対
の金属外皮4,11間に断熱材12が介装されると共
に、幅方向の一端に凸状の嵌合部13が設けられ、他端
に上記嵌合部が嵌合可能な凹状の被嵌合部14が設けら
れたサンドイッチパネル2Aであることを特徴とするの
が好ましく、この場合、軽量で断熱性及び耐火性に優れ
且つ工期短縮を図ることができる利点を備えているサン
ドイッチパネル2Aを耐力壁1として住宅の外壁に使用
することが可能となり、しかも優れた耐震構造を持ちな
がら、外側の金属外皮4には釘の頭部などが一切現れな
いため、サンドイッチパネル2Aの外表面の外観向上を
図ることができる。According to a fifth aspect of the present invention, in any one of the first to fourth aspects, the structural face material 2 is provided with a heat insulating material 12 interposed between a pair of metal outer skins 4 and 11. A sandwich panel 2A provided with a convex fitting portion 13 at one end in the width direction and a concave fitting portion 14 at the other end to which the fitting portion can fit. In this case, it is possible to use the sandwich panel 2A, which is lightweight, has excellent heat insulating properties and fire resistance, and has the advantages of shortening the construction period, as the load-bearing wall 1 on the outer wall of a house. Since the head of the nail or the like does not appear at all on the outer metal shell 4 while having the earthquake-resistant structure, the appearance of the outer surface of the sandwich panel 2A can be improved.
【0010】[0010]
【発明の実施の形態】以下、本発明を添付図面に示す実
施形態に基づいて説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below based on embodiments shown in the accompanying drawings.
【0011】図1、図2は本実施形態の耐力壁1の構造
の一例を示している。この耐力壁1は、少なくとも背面
が金属外皮4で覆われた複数の構造用面材2と、固定用
の金属板6と、木柱3と、木柱3と金属板6とを固定す
る釘7aなどの固定具7と、金属板6と構造用面材2の
金属外皮4とを固定する固定具8(例えば商品名「バル
ブタイト」)とを主な構成部品としている。そして、複
数の木柱3を所定の間隔をおいて立設し、各木柱3の前
面側に金属板6をその中央部にて固定し、金属板6の前
面側に隣接する構造用面材2の側端部の背面を配置し、
金属板6をその両端部にて隣接する構造用面材2の背面
側の金属外皮4に固定することにより、複数の構造用面
材2が木柱3に沿わせて並設された耐力壁1が構成され
ている。FIGS. 1 and 2 show an example of the structure of the load-bearing wall 1 of the present embodiment. The load-bearing wall 1 includes a plurality of structural face materials 2 having at least a back surface covered with a metal cover 4, a metal plate 6 for fixing, a wooden pillar 3, and a nail for fixing the wooden pillar 3 and the metal plate 6. Main components are a fixing tool 7 such as 7a and a fixing tool 8 (for example, trade name “Valvetight”) for fixing the metal plate 6 and the metal cover 4 of the structural face material 2. A plurality of wooden pillars 3 are erected at predetermined intervals, and a metal plate 6 is fixed to the front side of each wooden pillar 3 at the center thereof, and a structural surface adjacent to the front side of the metal plate 6 is provided. Arrange the back of the side end of the material 2,
By fixing the metal plate 6 to the metal outer skin 4 on the back side of the adjacent structural face material 2 at both ends thereof, a plurality of structural face materials 2 are arranged in parallel along the wooden pillar 3. 1 is configured.
【0012】本例では、木柱3と金属板6との接触部分
には、木柱3内に含浸される防蟻材とか防腐材などの薬
液、或いは湿気が金属板6に移行して金属板6を腐食さ
せるのを防止するためのシート41が介在されている。In the present embodiment, a chemical solution such as an ant or an antiseptic impregnated in the wooden pillar 3 is transferred to the metal plate 6 at the contact portion between the wooden pillar 3 and the metal plate 6. A sheet 41 for preventing the plate 6 from being corroded is interposed.
【0013】また、構造用面材2として、図1に示すよ
うに、サンドイッチパネル2Aが用いられる。このサン
ドイッチパネル2Aは、一対の金属外皮4,11間に断
熱材12が介装されており、一対の金属外皮4,11の
うち、背面側の1枚の金属外皮4のみが後述のように固
定具8を用いて金属板6に固定されるようになってい
る。なお断熱材12の材質としては発泡性樹脂とかロッ
クウールなどがあるが、特に限定されない。また図2に
示すように、サンドイッチパネル2Aの幅方向Dの一端
には凸状の嵌合部13、他端には凹状の被嵌合部14が
各々設けられ、隣接するサンドイッチパネル2Aの嵌合
部13と被嵌合部14とを嵌合させることによって、複
数のサンドイッチパネル2A同士が嵌合可能となってい
る。図2では2枚1組のサンドイッチパネル2Aを例示
しているが、サンドイッチパネル2Aの枚数は特に限定
されるものではない。Further, as shown in FIG. 1, a sandwich panel 2A is used as the structural face material 2. In this sandwich panel 2A, a heat insulating material 12 is interposed between a pair of metal shells 4 and 11, and only one metal skin 4 on the back side of the pair of metal shells 4 and 11 is described later. It is configured to be fixed to the metal plate 6 using the fixing tool 8. The material of the heat insulating material 12 includes a foaming resin and rock wool, but is not particularly limited. Further, as shown in FIG. 2, a convex fitting portion 13 is provided at one end in the width direction D of the sandwich panel 2A, and a concave fitting portion 14 is provided at the other end, so that the adjacent sandwich panel 2A is fitted. By fitting the fitting portion 13 and the fitted portion 14, the plurality of sandwich panels 2A can be fitted to each other. FIG. 2 illustrates a pair of sandwich panels 2A, but the number of sandwich panels 2A is not particularly limited.
【0014】サンドイッチパネル2Aの背面側には枠材
15が配置されている。枠材15は、図2に示すよう
に、梁16と土台17との間に複数の木柱3が立設され
て構成されている。ここでは、2枚1組のサンドイッチ
パネル2Aに対して3本の木柱3が使用され、左側の木
柱3が左側のサンドイッチパネル2Aの外端部に沿って
配置され、中央の木柱3が両サンドイッチパネル2A,
2Aの側端部5に沿って配置され、右側の木柱3が右側
のサンドイッチパネル2Aの外端部に沿って配置されて
いる。なお、木柱3及び土台17として例えばスギが使
用され、梁16として例えばベイマツが使用されている
が、もちろんこれら材質に限定されるものではない。A frame member 15 is disposed on the back side of the sandwich panel 2A. As shown in FIG. 2, the frame member 15 is configured such that a plurality of wooden pillars 3 are erected between the beam 16 and the base 17. Here, three wooden pillars 3 are used for a pair of sandwich panels 2A, the left wooden pillar 3 is arranged along the outer end of the left sandwich panel 2A, and the central wooden pillar 3 Are both sandwich panels 2A,
Arranged along the side end 5 of the 2A, the right wooden pillar 3 is arranged along the outer end of the right sandwich panel 2A. Note that, for example, cedar is used as the wooden pillar 3 and the base 17, and, for example, bay pine is used as the beam 16, but it is a matter of course that the material is not limited to these.
【0015】上記木柱3の前面には、図1に示すよう
に、金属板6が固定されている。本例の金属板6は、木
柱3の略全長にわたって延びた縦長形状をしており、木
柱3の幅寸法よりも幅広となっている。そしてこの金属
板6の中央部から木柱3に釘7aを打入することで、金
属板6が木柱3に対して固定されている。なお、釘7a
以外にドリルねじなどを使用してもよい。また本例で
は、梁16及び土台17にもそれぞれ横長形状をした固
定用の金属板6’が配置されており、この上下一対の金
属板6’と左右一対の金属板6とが四角枠状に一体化さ
れている。そして、図2に示すように、上記金属板6,
6’によって、木柱3の前面と、梁16及び土台17の
各前面がそれぞれ覆われた状態となっている。As shown in FIG. 1, a metal plate 6 is fixed to the front surface of the wooden pillar 3. The metal plate 6 of the present example has a vertically long shape that extends over substantially the entire length of the wooden pillar 3, and is wider than the width of the wooden pillar 3. The metal plate 6 is fixed to the wooden pillar 3 by driving a nail 7 a into the wooden pillar 3 from the center of the metal plate 6. The nail 7a
Alternatively, a drill screw or the like may be used. In this example, a horizontally long fixing metal plate 6 ′ is also arranged on each of the beam 16 and the base 17, and the pair of upper and lower metal plates 6 ′ and the pair of left and right metal plates 6 are formed in a rectangular frame shape. It is integrated into. Then, as shown in FIG.
The front surface of the wooden pillar 3 and the front surfaces of the beams 16 and the base 17 are covered by 6 '.
【0016】上記固定用の金属板6の両端部6a,6b
は、図1に示すように、木柱3の両外側方にそれぞれ突
出しており、隣接する一方のサンドイッチパネル2Aの
背面側の金属外皮4と金属板6の一端部6a、隣接する
他方のサンドイッチパネル2Aの背面側の金属外皮4と
金属板6の他端部6bとが後述の固定具8にて各々固定
されている。なお図1中の19は金属板6の両端部6
a,6bに形成される孔部、18はサンドイッチパネル
2Aの背面側の金属外皮4から断熱材12の内部に達す
るように形成される孔部であり、これら孔部18、19
は現場において電気ドリル等で形成されるものである。Both ends 6a, 6b of the metal plate 6 for fixing
As shown in FIG. 1, each protrudes to both outer sides of the wooden pillar 3, and the metal skin 4 on the back side of one adjacent sandwich panel 2 A and one end 6 a of the metal plate 6, and the other adjacent sandwich The metal outer cover 4 on the back side of the panel 2A and the other end 6b of the metal plate 6 are fixed by fixtures 8 described later. In addition, 19 in FIG.
The holes 18 formed in the a and 6b are holes formed so as to reach the inside of the heat insulating material 12 from the metal outer cover 4 on the back side of the sandwich panel 2A, and these holes 18 and 19 are formed.
Is formed on site by an electric drill or the like.
【0017】本例の固定具8は、木柱3の長手方向に所
定の間隔(例えば150mm間隔)をあけて複数箇所に
配置されている。各固定具8はサンドイッチパネル2A
全体を貫通するのではなく、サンドイッチパネル2Aの
背面側の1枚の金属外皮4を貫通して断熱材12の内部
まで達して、金属外皮4と金属板6とを固定する働きを
するものである。The fixtures 8 of this embodiment are arranged at a plurality of positions at predetermined intervals (for example, at intervals of 150 mm) in the longitudinal direction of the wooden pillar 3. Each fixture 8 is a sandwich panel 2A
It does not penetrate the whole, but penetrates one metal skin 4 on the back side of the sandwich panel 2A to reach the inside of the heat insulating material 12, and serves to fix the metal skin 4 and the metal plate 6. is there.
【0018】図1に示す固定具8は、サンドイッチパネ
ル2Aの背面側の1枚の金属外皮4を貫通して断熱材1
2の内部に挿入される挿着部9と、挿着部9の挿入後に
断熱材12の内部で拡開して金属外皮4の内面に係止さ
れるクリップ部10とを一体に備えたものとして構成さ
れている。上記挿着部9は、図3に示すように、ネジ部
21と、ネジ部21が貫通する筒形をしたヘッド部20
と、クリップ部10を構成する収縮変形可能なスリーブ
22とが連設されている。The fixture 8 shown in FIG. 1 penetrates through one metal cover 4 on the back side of the sandwich panel 2A, and
2 integrally provided with an insertion portion 9 inserted into the inside of the housing 2 and a clip portion 10 which is expanded inside the heat insulating material 12 and is locked on the inner surface of the metal outer cover 4 after the insertion portion 9 is inserted. Is configured as As shown in FIG. 3, the insertion portion 9 includes a screw portion 21 and a cylindrical head portion 20 through which the screw portion 21 passes.
And a shrinkable and deformable sleeve 22 constituting the clip portion 10 are continuously provided.
【0019】次に、サンドイッチパネル2Aを木柱3に
固定するにあたっては、最初に、金属板6の中央部を釘
7aで木柱3に固定しておく。その後、金属板6の孔部
19からサンドイッチパネル2Aの孔部18に向かって
固定具8の挿着部9を挿入し、その後、挿着部9のヘッ
ド部20を固定用治具(図示せず)にて押さえつけなが
ら、ネジ部21を手前側に引き寄せると、ネジ部21全
体がヘッド部20側に引き寄せられて、スリーブ22が
収縮変形して図1に示す蝶形のクリップ部10が形成さ
れる。このクリップ部10が金属外皮4の内面に係止す
ることによって、サンドイッチパネル2Aの1枚の金属
外皮4と金属板6とを固定具8にて固定できるようにな
る。ネジ部21の不要部分は最後に切断除去される。な
お、金属板6の他端部6bと隣接する他方のサンドイッ
チパネル2Aの金属外皮4との固定も上記固定具8を用
いて同様にして行うことができる。Next, when fixing the sandwich panel 2A to the wooden pillar 3, first, the central portion of the metal plate 6 is fixed to the wooden pillar 3 with a nail 7a. Thereafter, the insertion portion 9 of the fixture 8 is inserted from the hole 19 of the metal plate 6 toward the hole 18 of the sandwich panel 2A, and then the head portion 20 of the insertion portion 9 is fixed to a fixing jig (not shown). When the screw portion 21 is pulled toward the front side while pressing down, the entire screw portion 21 is drawn toward the head portion 20 and the sleeve 22 contracts and deforms to form the butterfly-shaped clip portion 10 shown in FIG. Is done. By locking the clip portion 10 to the inner surface of the metal outer cover 4, one metal outer cover 4 and the metal plate 6 of the sandwich panel 2A can be fixed by the fixture 8. Unnecessary portions of the screw portion 21 are finally cut and removed. Note that the other sandwich panel 2A adjacent to the other end portion 6b of the metal plate 6 can be fixed to the metal outer cover 4 of the other sandwich panel 2A in the same manner using the fixing tool 8.
【0020】次に、木造住宅壁の構造用面材2として、
35mm厚の2Pのサンドイッチパネル2Aを使用した
場合の耐荷特性を実験的に調査し、その実用化の可能性
を調査したところ、以下の結果が得られた。先ず、構造
用面材2を釘で木柱3に固定した試験体Aと、構造用面
材2をドリルねじ(テクス)で木柱3に固定した試験体
Bと、金属板6と木柱3とを釘で固定し且つ金属板6と
構造用面材2の金属外皮4とを固定具8で固定した本発
明構造の試験体Cとを作成した。構造用面材2にはすべ
てサンドイッチパネル2Aを使用した。これら試験体A
〜Cを水平型の面内せん断試験機にセットし、サンドイ
ッチパネル2Aの土台17(図2)を固定し、サンドイ
ッチパネル2Aの全高に対して、1/450radから
1/30radまで横方向の面内せん断力を、繰り返し
作用させることによって、耐荷特性を調査した。このと
きのP−θ曲線を図4(試験体C)、図5(試験体
A)、図6(試験体B)に示す。このとき、許容最大荷
重(Pmax(kN))は、試験体Aでは16.54
2、試験体Bでは32.162、試験体Cでは36.6
64であった。また、壁倍率は、試験体Aでは2.6
5、試験体Bでは4.31、試験体Cでは4.53であ
った。ここに壁倍率とは、P0×α×(1/1.96)
×(1/L)で求められる。P0は、短期基準せん断力
であり、1.96は壁倍率1を算定する数値であり、L
は壁長さであり、αはサンドイッチパネル2Aの耐力低
減係数であり、本試験では、αを1として壁倍率を算出
した。Next, as a structural surface material 2 for a wooden house wall,
The load-bearing characteristics when a 2P sandwich panel 2A having a thickness of 35 mm was used were experimentally investigated, and the feasibility of its practical use was investigated. The following results were obtained. First, a test piece A in which the structural face material 2 is fixed to the wooden pillar 3 with nails, a test piece B in which the structural face material 2 is fixed to the wooden pillar 3 with drill screws (tex), a metal plate 6 and a wooden pillar 3 was fixed with nails, and a test specimen C of the present invention structure was prepared in which the metal plate 6 and the metal outer skin 4 of the structural face material 2 were fixed with the fixture 8. The sandwich panel 2A was used for all the structural face materials 2. These specimens A
-C is set on a horizontal in-plane shear tester, the base 17 (FIG. 2) of the sandwich panel 2A is fixed, and the horizontal surface from 1/450 rad to 1/30 rad with respect to the total height of the sandwich panel 2A. The load-bearing properties were investigated by repeatedly applying the internal shear force. The P-θ curves at this time are shown in FIG. 4 (specimen C), FIG. 5 (specimen A), and FIG. 6 (specimen B). At this time, the allowable maximum load (Pmax (kN)) is 16.54 for the test piece A.
2. 32.162 for specimen B and 36.6 for specimen C
64. The wall magnification of the test piece A was 2.6.
5, it was 4.31 in the test body B and 4.53 in the test body C. Here, the wall magnification is P 0 × α × (1 / 1.96)
× (1 / L). P 0 is a short-term reference shear force, 1.96 is a numerical value for calculating the wall magnification 1, and L
Is the wall length, α is the proof stress reduction coefficient of the sandwich panel 2A, and in this test, α was set to 1 and the wall magnification was calculated.
【0021】ここで、上記各試験体A、B、Cは、固定
仕様の違いであり、試験体A、Bと比較して本発明構造
の試験体Cでは、上記のようにPmax(kN)及び壁
倍率面で優れており、より安定した耐荷特性を示してお
り、耐震要素としては問題のない性能を有していること
が確認できた。さらに、試験体Cでは、固定具7、8の
高強度化、大径化、木柱3に固定される金属板6の厚肉
化により、一層の耐力、剛性の向上を図ることができる
ことが確認された。Here, each of the test pieces A, B, and C is a difference in the fixed specification. In comparison with the test pieces A and B, the test piece C having the structure of the present invention has a Pmax (kN) as described above. In addition, it was excellent in wall magnification, and showed more stable load-bearing characteristics, and it was confirmed that it had a performance without any problem as an earthquake-resistant element. Further, in the test body C, the strength and rigidity of the fixtures 7 and 8 are increased, and the thickness of the metal plate 6 fixed to the wooden pillar 3 is increased, so that the strength and rigidity can be further improved. confirmed.
【0022】しかして、金属板6と木柱3とを釘7aを
用いて固定し且つサンドイッチパネル2Aの背面側の金
属外皮4と金属板6とを固定具8を用いて固定すること
によって、金属外皮4と金属板6部分において過大荷重
を吸収できる構造となり、耐力壁1に過大な荷重が作用
した場合でも、固定具7,8に加わるせん断応力が分散
され、隣接するサンドイッチパネル2A間にズレなどが
発生するのを抑えることができるものである。従って、
サンドイッチパネル2Aを住宅の耐力壁1として使用し
た場合でも、耐力壁1全体の変形能力(ねばり)を向上
させることができ、地震エネルギーを吸収しやすい靱性
のある構造とすることができ、優れた耐震構造が得られ
るものである。これにより従来のような間柱等の補助部
材を省略できると共に強度の安定化を図ることができる
ので、材料コストを低減でき、耐力壁1を合理的な構造
とすることができる。Thus, the metal plate 6 and the wooden pillar 3 are fixed using the nail 7a, and the metal cover 4 on the back side of the sandwich panel 2A and the metal plate 6 are fixed using the fixing tool 8, The metal shell 4 and the metal plate 6 have a structure capable of absorbing an excessive load. Even when an excessive load is applied to the load-bearing wall 1, the shear stress applied to the fixtures 7 and 8 is dispersed, so that the adjacent sandwich panel 2A is sandwiched. It is possible to suppress the occurrence of a displacement or the like. Therefore,
Even when the sandwich panel 2A is used as the load-bearing wall 1 of a house, the deformation capacity (stickiness) of the load-bearing wall 1 as a whole can be improved, and a tough structure that can easily absorb seismic energy can be obtained. An earthquake-resistant structure can be obtained. Thus, the conventional auxiliary members such as studs can be omitted and the strength can be stabilized, so that the material cost can be reduced and the load-bearing wall 1 can have a reasonable structure.
【0023】また本例では、固定具8にて金属板6と金
属外皮4とを固定する際には、挿着部9を金属板6に設
けた孔部19からサンドイッチパネル2Aに設けた孔部
18に挿入し、サンドイッチパネル2A内部でクリップ
部10を拡開させて抜け止めする方式を採用しているの
で、固定具8をサンドイッチパネル2Aの背面側の金属
外皮4に対して簡単且つ確実に固定できるようになり、
そのうえ、挿着部9をサンドイッチパネル2A全体に貫
通させる必要がないので、挿着部9の挿入深さが浅くて
済み、施工効率が大幅に向上し、断熱性、気密性及び金
属外皮4の耐久性を損なわずに済むものである。In this embodiment, when the metal plate 6 and the metal outer cover 4 are fixed by the fixture 8, the insertion portion 9 is formed from the hole 19 formed in the metal plate 6 to the hole formed in the sandwich panel 2A. Since the clip portion 10 is inserted into the portion 18 and the clip portion 10 is expanded inside the sandwich panel 2A to prevent the clip portion 10 from coming off, the fixture 8 can be easily and reliably attached to the metal outer skin 4 on the back side of the sandwich panel 2A. Can be fixed to
In addition, since it is not necessary to penetrate the insertion portion 9 through the entire sandwich panel 2A, the insertion depth of the insertion portion 9 is small, the construction efficiency is greatly improved, and the heat insulating property, the airtightness, and the metal This does not impair the durability.
【0024】さらにサンドイッチパネル2Aの外側の金
属外皮11には釘の頭部などが一切現れないため、サン
ドイッチパネル2Aの外表面全体をすっきりとした外観
にでき、耐力壁1の外観上の見栄えを良くすることがで
きる。例えば、サンドイッチパネル2Aの外側の金属外
皮11の表面に、レンガ調、タイル調、石目調、砂岩調
などの無機質系表面化粧材を施したり、或いは、タイル
又は石目調シートなどを貼り付けたりしてもよく、これ
によって、サンドイッチパネル2Aの外観を、美麗且つ
高級的なものとすることができ、耐力壁1の外観意匠性
を大幅に改善することができる。なお、本発明の耐力壁
1は外壁としてだけでなく、例えば、応接室やリビン
グ、トイレ、寝室などに合わせた模様、色彩を壁表面に
施すことで、室内壁としても使用できるのはもちろんの
ことである。このようにサンドイッチパネル2Aを住宅
の内外壁にそれぞれ使用することによって、耐震性が向
上する効果に加えて、軽量で断熱性に優れしかも耐火
性、気密性、水密性をも有し、且つ工期短縮を図ること
ができるというサンドイッチパネル2A特有の効果も当
然得られるものである。Further, since no nail head or the like appears on the outer metal shell 11 of the sandwich panel 2A, the entire outer surface of the sandwich panel 2A can be made to have a clean appearance, and the appearance of the load-bearing wall 1 can be improved. Can be better. For example, an inorganic surface decorative material such as brick-like, tile-like, stone-like, or sandstone-like is applied to the surface of the metal outer skin 11 outside the sandwich panel 2A, or a tile or stone-like sheet is attached. By doing so, the appearance of the sandwich panel 2A can be made beautiful and high-grade, and the appearance design of the load-bearing wall 1 can be greatly improved. The load-bearing wall 1 of the present invention can be used not only as an outer wall but also as an indoor wall, for example, by applying a pattern or color to the wall surface in accordance with a drawing room, a living room, a toilet, a bedroom, or the like. That is. By using the sandwich panel 2A for the inner and outer walls of the house, in addition to the effect of improving the seismic resistance, the sandwich panel 2A is lightweight, has excellent heat insulating properties, and has fire resistance, airtightness, and watertightness. Naturally, the effect peculiar to the sandwich panel 2A that it can be shortened can be obtained.
【0025】なお、前記実施形態では、サンドイッチパ
ネル2A、2Aの側端部5側を1本の木柱3に固定する
場合を説明したが、最も外側に位置するサンドイッチパ
ネル2Aの外端部を1本の木柱3に固定する場合も上記
と同様な方法で行うことができる。つまり、金属板6の
一端部6a(或いは6b)のみを木柱3の側方に突出さ
せ、この突出させた金属板6部分と最も外側に位置する
サンドイッチパネル2Aの背面側の金属外皮4とを固定
具8にて固定すればよいものである。In the above-described embodiment, the case where the side ends 5 of the sandwich panels 2A, 2A are fixed to one wooden pillar 3 has been described, but the outer end of the outermost sandwich panel 2A is fixed. The fixing to one wooden pillar 3 can be performed in the same manner as described above. That is, only one end 6a (or 6b) of the metal plate 6 is protruded to the side of the wooden pillar 3, and the protruding metal plate 6 and the outermost metal skin 4 on the rear side of the sandwich panel 2A May be fixed by the fixture 8.
【0026】本発明の他の実施形態を図7に示す。本実
施形態では、複数の木柱3を所定の間隔をおいて立設
し、各木柱3の前面側に金属板6を配置してある。金属
板6の幅寸法は、木柱3の幅寸法よりも幅広とされ、金
属板6の幅方向の一端部には位置決め用屈曲部6a’が
設けられ、この屈曲部6a’を木柱3の側面に当接させ
ることによって、金属板6が木柱3に対して位置決めさ
れるようになっている。この金属板6の前面側には、隣
接する構造用面材2の側端部の背面がそれぞれ配置され
ており、バルブタイトなどの固定具8を用いて、隣接す
る一方の構造用面材2の背面側の金属外皮4と金属板6
とが固定されている。さらに他の固定具7としてドリル
ネジ7bを隣接する他方の構造用面材2の前面側から打
入してこの構造用面材2と金属板6とを貫通して木柱3
に打ち込んであり、これにより構造用面材2と金属板6
とが木柱3にそれぞれ固定されており、このようにして
複数の構造用面材2が木柱3に沿わせて並設された耐力
壁1が構成されている。FIG. 7 shows another embodiment of the present invention. In the present embodiment, a plurality of wooden pillars 3 are erected at predetermined intervals, and a metal plate 6 is arranged on the front side of each wooden pillar 3. The width dimension of the metal plate 6 is wider than the width dimension of the wooden pillar 3, and a bending portion 6 a ′ for positioning is provided at one end of the metal plate 6 in the width direction. The metal plate 6 is positioned with respect to the wooden pillar 3 by making contact with the side surface of the wooden pillar 3. On the front side of the metal plate 6, the back surface of the side end portion of the adjacent structural face material 2 is disposed, and one of the adjacent structural face materials 2 is fixed by using a fixture 8 such as a valve tight. Metal skin 4 and metal plate 6 on the back side of
And have been fixed. Further, as another fixture 7, a drill screw 7b is driven in from the front side of the adjacent other structural face material 2 to penetrate through the structural face material 2 and the metal plate 6 and the wooden pole 3
, So that the structural face material 2 and the metal plate 6
Are fixed to the wooden pillars 3 respectively, thus forming the load-bearing wall 1 in which the plurality of structural face materials 2 are juxtaposed along the wooden pillars 3.
【0027】しかして、他方の構造用面材2を木柱3に
対して固定する際に金属板6を一緒に木柱3に対して固
定でき、これにより、金属板6を木柱3に固定する作業
を省略できるようになる。また、金属板6の位置決め用
屈曲部6a’を木柱3の側面に当接させることによっ
て、金属板6を木柱3に対して位置決めでき、金属板6
の位置決め作業が省略できる。なお、このとき釘などで
金属板6を木柱3に仮止めしてもよいものであり、この
場合、金属板6を確実に位置決めでき、他方の構造用面
材2を木柱3に固定する作業が一層容易となる。また、
一方の構造用面材2は固定具8を用いてその金属外皮4
と金属板6とを簡単に固定できるようになる。これによ
り、複数の構造用面材2を1本の木柱3に対して効率良
く固定できるようになると共に、固定具7を構成するド
リルネジ7bの頭部は構造用面材2の突出部2bで覆わ
れているので、ドリルネジ7bの頭部が外部に露出する
ことがなく、また固定具8も外部に露出しないため、固
定具7、8による外観低下を防止できる。さらに、屈曲
部6a’を有する金属板6と木柱3との接触部分にはシ
ート41を介在させてあるので、前記実施形態と同様、
木柱3内に含浸される防蟻材とか防腐材などの薬液、或
いは湿気が金属板6に移行して金属板6を腐食させるの
を防止できるという利点もある。Thus, when the other structural face material 2 is fixed to the wooden pillar 3, the metal plate 6 can be fixed to the wooden pillar 3 together, whereby the metal plate 6 can be fixed to the wooden pillar 3. Fixing work can be omitted. Further, the metal plate 6 can be positioned with respect to the wooden pillar 3 by bringing the positioning bent portion 6a 'of the metal plate 6 into contact with the side surface of the wooden pillar 3.
Positioning work can be omitted. At this time, the metal plate 6 may be temporarily fixed to the wooden pillar 3 with a nail or the like. In this case, the metal plate 6 can be reliably positioned, and the other structural surface material 2 is fixed to the wooden pillar 3. Work becomes easier. Also,
One structural face member 2 is fixed to the metal outer cover 4 by using a fixture 8.
And the metal plate 6 can be easily fixed. Thereby, the plurality of structural face materials 2 can be efficiently fixed to one wooden pillar 3, and the head of the drill screw 7 b constituting the fixture 7 is formed by the protrusion 2 b of the structural face material 2. , The head of the drill screw 7b is not exposed to the outside, and the fixing tool 8 is not exposed to the outside. Furthermore, since the sheet 41 is interposed in the contact portion between the metal plate 6 having the bent portion 6a 'and the wooden pillar 3, the same as in the above embodiment,
There is also an advantage that a chemical solution such as an ant-proof material or an antiseptic material impregnated in the wooden pillar 3 or moisture can be prevented from migrating to the metal plate 6 and corroding the metal plate 6.
【0028】また、前記各実施形態では、構造用面材2
としてサンドイッチパネル2Aを例示したが、もちろん
サンドイッチパネル2Aに限られるものではなく、少な
くとも背面が金属外皮4で形成されている構造用面材2
であれば広く適用可能である。In each of the above embodiments, the structural face material 2
Although the sandwich panel 2A has been exemplified as an example, the present invention is not limited to the sandwich panel 2A, and the structural face material 2 having at least the back surface formed of the metal shell 4 is exemplified.
If so, it is widely applicable.
【0029】[0029]
【発明の効果】上述のように請求項1記載の発明にあっ
ては、少なくとも背面が金属外皮で形成されている構造
用面材と木柱とで構成される耐力壁の構造において、構
造用面材を固定用の金属板を介して木柱の前面側に配置
し、構造用面材の金属外皮と金属板とを固定すると共に
木柱と金属板とを固定してなるので、構造用面材の金属
外皮と金属板部分において過大荷重を吸収できる構造と
なり、過大な荷重が作用した場合でも、構造用面材の固
定部に加わるせん断応力を分散でき、隣接する構造用面
材間にズレなどが発生するのを抑えることができ、従来
のような間柱等の補助部材を省略できる結果、耐力壁全
体の変形能力(ねばり)を向上させることができ、地震
エネルギーを吸収しやすい靱性のある構造とすることが
でき、優れた耐震構造が得られ、耐力壁の強度を安定化
させることができると共に、材料コストの低減化を図る
ことができ、耐力壁を合理的な構造とすることができる
ものである。As described above, according to the first aspect of the present invention, in the structure of the load-bearing wall comprising at least the back surface made of a metal shell and a structural panel and a wooden pillar, Since the surface material is arranged on the front side of the wooden pillar via the fixing metal plate, the metal outer skin of the structural surface material and the metal plate are fixed, and the wooden pillar and the metal plate are fixed. Excessive load can be absorbed by the metal outer skin and metal plate part of the face material.Even if an excessive load is applied, the shear stress applied to the fixing part of the structural face material can be dispersed, and the As a result, it is possible to reduce the occurrence of misalignment, and to omit the conventional auxiliary members such as studs. As a result, it is possible to improve the deformation capacity (stick) of the entire load-bearing wall, and toughness that easily absorbs seismic energy Some structure can be excellent earthquake resistance Concrete is obtained, with the strength of the bearing wall can be stabilized, it is possible to reduce the material cost, as it can be a rational structure bearing walls.
【0030】また、請求項2記載の発明は、請求項1記
載の効果に加えて、複数の木柱を所定の間隔をおいて立
設し、各木柱の前面側に固定用の金属板をその中央部に
て固定し、金属板の前面側に隣接する構造用面材の側端
部の背面を配置し、金属板の両端部に構造用面材を金属
外皮にて固定することにより複数の構造用面材を並設し
てなるので、隣接する構造用面材の各側端部を1本の木
柱に対して効率良く固定できるようになり、作業効率が
一層向上する。According to a second aspect of the present invention, in addition to the effect of the first aspect, a plurality of wooden pillars are erected at predetermined intervals, and a fixing metal plate is provided on the front side of each wooden pillar. By fixing the structural face material adjacent to the front side of the metal plate with the back of the side end of the structural face material adjacent to the front side of the metal plate, and fixing the structural face material to the both ends of the metal plate with a metal skin. Since a plurality of structural face materials are juxtaposed, each side end of the adjacent structural face material can be efficiently fixed to one wooden pole, thereby further improving work efficiency.
【0031】また、請求項3記載の発明は、請求項1記
載の効果に加えて、複数の木柱を所定の間隔をおいて立
設し、各木柱の前面側に固定用の金属板を配置し、金属
板の前面側に隣接する構造用面材の側端部の背面を配置
し、固定具により隣接する一方の構造用面材の背面側の
金属外皮と金属板とを固定すると共に、他の固定具を隣
接する他方の構造用面材の前面側から打入してこの構造
用面材と金属板とを貫通して木柱に打ち込むことにより
複数の構造用面材を並設してなるので、隣接する構造用
面材の各側端部を1本の木柱に対して効率良く固定でき
るうえに、他方の構造用面材を木柱に対して固定する際
に金属板を一緒に木柱に対して固定でき、これにより、
金属板を木柱に固定する作業を簡略化でき、作業効率を
一層向上させることができる。According to a third aspect of the present invention, in addition to the effect of the first aspect, a plurality of wooden pillars are erected at predetermined intervals, and a fixing metal plate is provided on the front side of each wooden pillar. Is arranged, and the rear surface of the side end of the adjacent structural surface material is arranged on the front side of the metal plate, and the metal outer skin and the metal plate on the rear surface side of one adjacent structural surface material are fixed by the fixture. At the same time, a plurality of structural face materials are arranged side by side by inserting another fixing tool from the front side of the other adjacent structural face material and penetrating the structural face material and the metal plate into a wooden pillar. Since each side end of the adjacent structural face material can be efficiently fixed to one wooden pillar, the other structural face material can be fixed to the wooden pillar by metal. The boards can be fixed together against the wooden pillar,
The work of fixing the metal plate to the wooden pillar can be simplified, and the work efficiency can be further improved.
【0032】また、請求項4記載の発明は、請求項1乃
至請求項3のいずれかに記載の効果に加えて、構造用面
材の背面側の金属外皮を貫通して構造用面材の内部に挿
入される挿着部と該構造用面材の内部で拡開して金属外
皮の内面に係止されるクリップ部とからなる固定具を用
いて、構造用面材の金属外皮と固定用の金属板とを固定
するので、構造用面材の金属外皮と金属板とを固定する
にあたっては、固定具の挿着部を金属板と金属外皮とを
貫通して構造用面材内部に挿入しその後クリップ部を形
成することで、金属外皮と金属板とを固定具にて簡易且
つ確実に固定できる構造となり、そのうえ、挿着部を構
造用面材全体に貫通させる必要もないので、挿着部の挿
入深さが浅くて済み、施工効率が向上するものである。According to a fourth aspect of the present invention, in addition to the effect of any one of the first to third aspects, in addition to the effects of the first to third aspects, the structural face material is formed by penetrating the metal outer surface on the back side of the structural face material. Fixing the structural surface material to the metal outer skin using a fixing tool including an insertion portion inserted therein and a clip portion that is expanded inside the structural surface material and is locked to the inner surface of the metal outer surface. When fixing the metal skin of the structural surface material and the metal plate, the insertion part of the fixture penetrates the metal plate and the metal skin, and is fixed inside the structural surface material. By inserting and then forming the clip portion, the metal shell and the metal plate can be easily and securely fixed by the fixing tool, and furthermore, it is not necessary to penetrate the insertion portion through the entire structural face material. The insertion depth of the insertion portion can be small, and the construction efficiency is improved.
【0033】また、請求項5記載の発明は、請求項1乃
至請求項4記載のいずれかの効果に加えて、構造用面材
は、一対の金属外皮間に断熱材が介装されると共に、幅
方向の一端に凸状の嵌合部が設けられ、他端に上記嵌合
部が嵌合可能な凹状の被嵌合部が設けられたサンドイッ
チパネルであるので、軽量で断熱性及び耐火性に優れ且
つ工期短縮を図ることができる利点を備えているサンド
イッチパネルを耐力壁として住宅の外壁に使用すること
が可能となり、しかも、サンドイッチパネルの背面側の
金属外皮のみを固定具にて固定用の金属板に固定するこ
とによって、断熱性及び気密性に優れしかも金属外皮の
耐久性を損なわず、優れた耐震構造を持ちながら、同時
に外側の金属外皮には固定具が一切現れないため、サン
ドイッチパネルの外表面全体をすっきりさせることがで
き、見栄えが良いものとなり、さらにサンドイッチパネ
ルの外側の金属外皮表面に、レンガ調などの化粧材を施
すことで、サンドイッチパネルからなる外壁を美麗且つ
高級的なものとすることができる。According to a fifth aspect of the present invention, in addition to the effect of any one of the first to fourth aspects, the structural face material has a heat insulating material interposed between a pair of metal shells. Since it is a sandwich panel in which a convex fitting portion is provided at one end in the width direction and a concave fitting portion to which the fitting portion can be fitted is provided at the other end, it is lightweight, heat insulating and fire resistant. Sandwich panels that have the advantage of being able to reduce the construction period and have excellent durability can be used as load-bearing walls on the exterior walls of houses, and only the metal outer skin on the back side of the sandwich panels is fixed with fixtures. By fixing it to a metal plate for use, it has excellent heat insulation and airtightness and does not impair the durability of the metal outer skin, while having an excellent earthquake-resistant structure, at the same time no fixtures appear on the outer metal outer skin, Sandwich panel The entire surface can be refreshed and the appearance is good, and the exterior surface of the sandwich panel is made beautiful and high-grade by applying a brick-like decorative material to the metal outer skin surface of the sandwich panel. can do.
【図1】本発明の実施形態の一例を示し、図2のE―E
線断面図である。FIG. 1 shows an example of an embodiment of the present invention, and shows EE of FIG.
It is a line sectional view.
【図2】同上の耐力壁の一部破断した正面図である。FIG. 2 is a partially cutaway front view of the bearing wall.
【図3】同上の固定具の側面図である。FIG. 3 is a side view of the fixing device.
【図4】同上のP―θ曲線図である。FIG. 4 is a P-θ curve diagram of the above.
【図5】第1の参考例のP―θ曲線図である。FIG. 5 is a P-θ curve diagram of the first reference example.
【図6】第2の参考例のP―θ曲線図である。FIG. 6 is a P-θ curve diagram of a second reference example.
【図7】他の実施形態の水平断面図である。FIG. 7 is a horizontal sectional view of another embodiment.
【図8】従来の耐力壁の一部破断した正面図である。FIG. 8 is a partially cutaway front view of a conventional load-bearing wall.
【図9】図8のF―F線断面図である。FIG. 9 is a sectional view taken along line FF of FIG. 8;
【図10】(a)、(b)は従来の構造用面材の接合部
における破壊モードの説明図である。FIGS. 10A and 10B are explanatory views of a fracture mode at a joint portion of a conventional structural face material.
1 耐力壁 2 構造用面材 2A サンドイッチパネル 3 木柱 4,11 金属外皮 6 固定用の金属板 6a 一端部 6b 他端部 7 固定具 8 固定具 9 挿着部 10 クリップ部 12 断熱材 13 嵌合部 14 被嵌合部 D 幅方向 DESCRIPTION OF SYMBOLS 1 Bearing wall 2 Structural surface material 2A Sandwich panel 3 Wooden pillar 4,11 Metal outer skin 6 Metal plate 6a for fixing 6a One end 6b Other end 7 Fixing tool 8 Fixing tool 9 Inserting part 10 Clip part 12 Heat insulating material 13 Fitting Joint 14 Fitted part D Width direction
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) E04B 2/56 622 E04B 2/56 622H E04C 2/34 E04C 2/34 X ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) E04B 2/56 622 E04B 2/56 622H E04C 2/34 E04C 2/34 X
Claims (5)
いる構造用面材と木柱とで構成される耐力壁の構造にお
いて、構造用面材を固定用の金属板を介して木柱の前面
側に配置し、構造用面材の金属外皮と金属板とを固定す
ると共に木柱と金属板とを固定してなることを特徴とす
る耐力壁の構造。1. In a load-bearing wall structure comprising a structural panel having at least a back surface formed of a metal skin and a wooden column, the structural panel is fixed to a front surface of the wooden column via a fixing metal plate. A load-bearing wall structure which is arranged on the side and fixes a metal cover and a metal plate of a structural face material and a wooden pillar and a metal plate.
し、各木柱の前面側に固定用の金属板をその中央部にて
固定し、金属板の前面側に隣接する構造用面材の側端部
の背面を配置し、金属板の両端部に構造用面材を金属外
皮にて固定することにより複数の構造用面材を並設して
なることを特徴とする請求項1記載の耐力壁の構造。2. A structure in which a plurality of wooden poles are erected at predetermined intervals, a metal plate for fixing is fixed at the center of the front side of each wooden pole, and is adjacent to the front side of the metal plate. A plurality of structural face materials are juxtaposed by arranging the back surface of the side end of the structural face material and fixing the structural face material at both ends of the metal plate with a metal skin. Item 4. The structure of the load-bearing wall according to Item 1.
し、各木柱の前面側に固定用の金属板を配置し、金属板
の前面側に隣接する構造用面材の側端部の背面を配置
し、固定具により隣接する一方の構造用面材の背面側の
金属外皮と金属板とを固定すると共に、他の固定具を隣
接する他方の構造用面材の前面側から打入してこの構造
用面材と金属板とを貫通して木柱に打ち込むことにより
複数の構造用面材を並設してなることを特徴とする請求
項1記載の耐力壁の構造。3. A plurality of wooden pillars are erected at predetermined intervals, a metal plate for fixing is arranged on the front side of each wooden pillar, and a side of the structural panel adjacent to the front side of the metal plate. A rear surface of the end portion is arranged, and a metal shell and a metal plate on the rear side of one adjacent structural face material are fixed by a fixing tool, and another fixing tool is adjacent to the front side of the adjacent structural face material. 2. The structure of the load-bearing wall according to claim 1, wherein a plurality of structural face materials are juxtaposed by being driven into the wooden pillars through the structural face material and the metal plate. .
て構造用面材の内部に挿入される挿着部と該構造用面材
の内部で拡開して金属外皮の内面に係止されるクリップ
部とからなる固定具を用いて、構造用面材の金属外皮と
固定用の金属板とを固定することを特徴とする請求項1
乃至請求項3のいずれかに記載の耐力壁の構造。4. An insertion portion that penetrates through a metal skin on the rear side of the structural face material and is inserted into the structural face material, and expands inside the structural face material to form an inner surface of the metal skin. 2. The metal shell of the structural face material and the metal plate for fixing are fixed by using a fixing tool including a clip portion to be locked.
The structure of the load-bearing wall according to claim 3.
材が介装されると共に、幅方向の一端に凸状の嵌合部が
設けられ、他端に上記嵌合部が嵌合可能な凹状の被嵌合
部が設けられたサンドイッチパネルであることを特徴と
する請求項1乃至請求項4のいずれかに記載の耐力壁の
構造。5. The structural face material has a heat insulating material interposed between a pair of metal outer skins, a convex fitting portion provided at one end in a width direction, and the fitting portion fitted at the other end. The load-bearing wall structure according to any one of claims 1 to 4, wherein the load-bearing wall is a sandwich panel provided with a concave fitting portion that can be fitted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2001009313A JP4430831B2 (en) | 2001-01-17 | 2001-01-17 | Bearing wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2001009313A JP4430831B2 (en) | 2001-01-17 | 2001-01-17 | Bearing wall structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2002213033A true JP2002213033A (en) | 2002-07-31 |
| JP4430831B2 JP4430831B2 (en) | 2010-03-10 |
Family
ID=18876815
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2001009313A Expired - Fee Related JP4430831B2 (en) | 2001-01-17 | 2001-01-17 | Bearing wall structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP4430831B2 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008038355A (en) * | 2006-08-01 | 2008-02-21 | Nippon Steel & Sumikin Coated Sheet Corp | Renovation structure of existing outer wall |
| JP2008240266A (en) * | 2007-03-26 | 2008-10-09 | Asahi Tostem Gaiso Kk | Earthquake-proof and fire protection exterior wall, building having the earthquake-proof and fire protection exterior wall, and method of constructing the building |
| JP2009155880A (en) * | 2007-12-26 | 2009-07-16 | Nippon Steel & Sumikin Coated Sheet Corp | Seismic structure |
| JP2014163051A (en) * | 2013-02-21 | 2014-09-08 | Nippon Steel & Sumikin Coated Sheet Corp | Earthquake-resistant and heat-insulating repair structure |
-
2001
- 2001-01-17 JP JP2001009313A patent/JP4430831B2/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008038355A (en) * | 2006-08-01 | 2008-02-21 | Nippon Steel & Sumikin Coated Sheet Corp | Renovation structure of existing outer wall |
| JP2008240266A (en) * | 2007-03-26 | 2008-10-09 | Asahi Tostem Gaiso Kk | Earthquake-proof and fire protection exterior wall, building having the earthquake-proof and fire protection exterior wall, and method of constructing the building |
| JP2009155880A (en) * | 2007-12-26 | 2009-07-16 | Nippon Steel & Sumikin Coated Sheet Corp | Seismic structure |
| JP2014163051A (en) * | 2013-02-21 | 2014-09-08 | Nippon Steel & Sumikin Coated Sheet Corp | Earthquake-resistant and heat-insulating repair structure |
Also Published As
| Publication number | Publication date |
|---|---|
| JP4430831B2 (en) | 2010-03-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202031172U (en) | Wooden building | |
| US20070227095A1 (en) | Separated Member Wood Framing | |
| CN1375030A (en) | Frameless building system | |
| JP4314081B2 (en) | Manufacturing method and joining method of composite wood structure material | |
| JP2002213033A (en) | Structure for bearing wall | |
| JP6997609B2 (en) | How to install wall structures, buildings, and connecting members | |
| JP3103077B2 (en) | JOINING DEVICE, JOINING APPARATUS FOR COLUMN, BEAM, GIRDER USING THE SAME, AND JOINING METHOD FOR COLUMN, BEAM, GIRDER, etc. | |
| JPH10196014A (en) | Wall panel and construction method therefor | |
| KR100753544B1 (en) | Sandwich Blocks for Construction | |
| JPH11241429A (en) | Heat resisting wall panel, mounting structure thereof, and building construction method | |
| JP2011220072A (en) | Earthquake-resistant, heat-insulating and fireproof building | |
| JP4411178B2 (en) | Beam-column connection structure | |
| JP4295640B2 (en) | Seismic retrofit structure for existing exterior walls | |
| JP3029789B2 (en) | Wall panels | |
| WO2022074964A1 (en) | Wall surface structure, wood building, and method for constructing wood building | |
| JP6697927B2 (en) | Fireproof structure at the joint of fireproof beams | |
| JP3834662B2 (en) | Wooden bearing wall with panel and its assembly method | |
| JP3500318B2 (en) | Wooden house and its feather pattern construction method | |
| JP4039503B2 (en) | Wooden building | |
| ES2977057B2 (en) | STRUCTURAL ELEMENT AND MANUFACTURING PROCEDURE FOR THE STRUCTURAL ELEMENT | |
| JP3719549B2 (en) | Exterior wall structure | |
| JP3924034B2 (en) | Beam panel and its construction method | |
| JPH08312031A (en) | Wooden frame construction method with high heat insulation and high airtightness | |
| JP2966800B2 (en) | Wall panels | |
| JP4274974B2 (en) | Seismic retrofit method for existing exterior walls |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20070815 |
|
| A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20090820 |
|
| A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20090901 |
|
| A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20091102 |
|
| TRDD | Decision of grant or rejection written | ||
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20091208 |
|
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 |
|
| A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20091218 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20121225 Year of fee payment: 3 |
|
| R150 | Certificate of patent or registration of utility model |
Free format text: JAPANESE INTERMEDIATE CODE: R150 Ref document number: 4430831 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20121225 Year of fee payment: 3 |
|
| S533 | Written request for registration of change of name |
Free format text: JAPANESE INTERMEDIATE CODE: R313533 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20121225 Year of fee payment: 3 |
|
| R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20121225 Year of fee payment: 3 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20131225 Year of fee payment: 4 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| S533 | Written request for registration of change of name |
Free format text: JAPANESE INTERMEDIATE CODE: R313533 |
|
| R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| LAPS | Cancellation because of no payment of annual fees |