JP2015001115A - Bearing wall and house - Google Patents

Bearing wall and house Download PDF

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JP2015001115A
JP2015001115A JP2013126396A JP2013126396A JP2015001115A JP 2015001115 A JP2015001115 A JP 2015001115A JP 2013126396 A JP2013126396 A JP 2013126396A JP 2013126396 A JP2013126396 A JP 2013126396A JP 2015001115 A JP2015001115 A JP 2015001115A
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column
bearing wall
fixed
diagonal
diagonal member
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JP6079464B2 (en
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朋哉 杉田
Tomoya Sugita
朋哉 杉田
重和 横山
Shigekazu Yokoyama
重和 横山
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Sekisui House Ltd
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Sekisui House Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a bearing wall and a house of using this bearing wall, without increasing a thickness of the wall, while enhancing a degree of freedom of design.SOLUTION: The bearing wall is a bearing wall having a pair of side columns extending in the vertical direction and a brace arranged in a space between the pair of side columns, and the brace comprises a column head of one side column among the pair of side columns, two or more of first diagonal members fixed to a column base of the other side column, a column head of the other side column among the pair of side columns and two or more of second diagonal members fixed to a column base of one side column, and the whole first diagonal members are arranged on the same plane parallel to a wall surface of the bearing wall, and the whole second diagonal members are provided on the indoor side more than the first diagonal members.

Description

本発明は、建築物の耐力壁、及び当該耐力壁を用いる住宅に関する。   The present invention relates to a load-bearing wall of a building and a house using the load-bearing wall.

従来より、建築物には矩形のフレームの対角線上に斜材を配置した耐力壁が用いられている。そして、この耐力壁は、建築物に必要な構造耐力に応じて、当該建築物の各所に複数配置される。ところで、耐力壁には内部に斜材が配置されているので、窓やドアなどの開口部を設けることができないので、耐力壁の配置によって開口部の設計プランの自由度が低下する問題があった。   Conventionally, load bearing walls in which diagonal members are arranged on diagonal lines of a rectangular frame are used in buildings. And this load bearing wall is multiply arranged by each place of the said building according to the structural strength required for a building. By the way, since diagonal members are arranged inside the bearing walls, it is impossible to provide openings such as windows and doors, so there is a problem that the degree of freedom in the design plan of the openings decreases due to the arrangement of the bearing walls. It was.

そこで、耐力壁を厚さ方向に2重に重ねた状態で配置した2重耐力壁が用いられている。2重耐力壁は、通常の耐力壁を2重に重ねることにより2倍の水平耐力を負担することができるので、耐力壁の壁長を短くすることができ、開口部の設計プランの自由度を高めることができる。   In view of this, a double bearing wall is used in which the bearing walls are arranged in a double layer in the thickness direction. The double bearing wall can bear the double horizontal bearing strength by overlapping the ordinary bearing walls, so that the wall length of the bearing wall can be shortened and the design plan of the opening is flexible. Can be increased.

特開2001−140344号公報JP 2001-140344 A

しかし、2重耐力壁は、フレームを2重に配置しているので壁の厚さが増し、規格上ユニットバスに接する位置には配置が困難であるなど、設計の自由度を低下させることになる。また、壁の厚さが増すことによって、2重耐力壁を配置した位置の屋内空間が狭くなることにもなる。さらに、壁の厚さが増すことによって基礎の立ち上がり部の厚さも増す必要があり、また、フレームも2重に配置することになるので材料コストが増加する問題も有る。   However, the double load-bearing wall has a double frame, which increases the thickness of the wall and makes it difficult to place it in the position where it contacts the unit bus according to the standard. Become. Further, as the wall thickness increases, the indoor space at the position where the double load-bearing wall is disposed is also narrowed. Furthermore, it is necessary to increase the thickness of the rising portion of the foundation by increasing the thickness of the wall, and there is also a problem that the material cost increases because the frame is also arranged in a double manner.

そこで、本発明は、設計自由度を高めつつ、壁の厚さを増すことが無い耐力壁及び当該耐力壁を用いた住宅を提供することを目的とする。   Then, an object of this invention is to provide the load-bearing wall which raises a design freedom, and does not increase the thickness of a wall, and the house using the load-bearing wall.

請求項1に記載の耐力壁は、鉛直方向に延びる一対の側柱と、当該一対の側柱の間の空間に配設されるブレースと、を備えた耐力壁であって、前記ブレースは、前記一対の側柱のうち一方の側柱の柱頭と、他方の側柱の柱脚とに固定される2本以上の第1の斜材と、前記一対の側柱のうち他方の側柱の柱頭と、一方の側柱の柱脚とに固定される2本以上の第2の斜材と、を有するものであり、全ての前記第1の斜材は、当該耐力壁の壁面に平行な同一面上に配置されるとともに、全ての前記第2の斜材は、前記第1の斜材よりも屋内側に設けられるものであることを特徴としている。   The load-bearing wall according to claim 1 is a load-bearing wall including a pair of side columns extending in a vertical direction and a brace disposed in a space between the pair of side columns. Of the pair of side columns, two or more first diagonal members fixed to the head of one side column and the column base of the other side column, and the other side column of the pair of side columns Two or more second diagonal members fixed to the stigma and the column base of one side column, and all the first diagonal members are parallel to the wall surface of the load-bearing wall. The second diagonal members are arranged on the same plane, and all the second diagonal members are provided on the indoor side of the first diagonal member.

なお、ここで「第1の斜材」及び「第2の斜材」は、長尺な丸鋼、角鋼、鋼板などの鋼材で構成するものであってもよく、又は、粘弾性の高い金属、積層ゴム、粘性流体等を用いた制震ダンパーを含むものであってもよい。   Here, the “first diagonal member” and the “second diagonal member” may be made of a steel material such as a long round steel, a square steel, a steel plate, or a metal having high viscoelasticity. Further, it may include a damping damper using laminated rubber, viscous fluid, or the like.

請求項2に記載の耐力壁は、平板状に形成され、前記耐力壁の壁面に対して垂直であって前記第1の斜材及び前記第2の斜材の長手方向に対して平行に前記一対の側柱の柱頭及び柱脚にそれぞれ固定されるガゼットプレートを更に備え、前記一対の側柱のうち一方の側柱の柱頭に固定された前記ガゼットプレート及び他方の側柱の柱脚に固定された前記ガゼットプレートの一方の面及び他方の面にそれぞれ第1の斜材の端部が固定されるとともに、前記一方の側柱の柱脚に固定された前記ガゼットプレート及び前記他方の側柱の柱頭に固定されたガゼットプレートの一方の面及び他方の面にそれぞれ第2の斜材の端部が固定されることを特徴としている。   The load bearing wall according to claim 2 is formed in a flat plate shape, and is perpendicular to the wall surface of the load bearing wall and parallel to the longitudinal direction of the first diagonal member and the second diagonal member. A gusset plate that is fixed to the column head and the column base of the pair of side columns is further provided, and the gusset plate fixed to the column head of one side column of the pair of side columns and the column base of the other side column are fixed. The end of the first diagonal member is fixed to one surface and the other surface of the gusset plate, and the gusset plate and the other side column fixed to the column base of the one side column. The end of the second diagonal member is fixed to one surface and the other surface of the gusset plate fixed to the stigma.

請求項3に記載の住宅は、請求項1又は請求項2に記載の耐力壁を備えることを特徴としている。   A house according to claim 3 is provided with the load-bearing wall according to claim 1 or claim 2.

請求項1に記載の耐力壁によると、全ての第1の斜材は、当該耐力壁の壁面に平行な同一面上に配置されるとともに、全ての第2の斜材は、第1の斜材よりも屋内側に設けられるものであるので、耐力壁自体を2重に設けることなく、第1の斜材と第2の斜材とを互いに干渉しないように配置することができ、耐力壁の厚さは第1の斜材及び第2の斜材を1本づつ設けた場合と同じでよいので、耐力壁を厚くすること無く、第1の斜材及び第2の斜材を2重に配置した耐力壁を設けることができる。したがって、このように耐力壁が厚くならないことで耐力壁の配置位置が制限されることない。さらに、壁フカシが発生しないので、屋内空間を広く取ることができ、熱橋による断熱性能の低下を招くことがなく、また、柱などの材料コストを抑えることができる。   According to the load-bearing wall according to claim 1, all the first diagonal members are arranged on the same plane parallel to the wall surface of the load-bearing wall, and all the second diagonal members are arranged on the first diagonal member. Since it is provided on the indoor side of the material, the first diagonal member and the second diagonal member can be disposed so as not to interfere with each other without providing the bearing wall itself in a double manner. The thickness of the first diagonal member and the second diagonal member may be the same as when the first diagonal member and the second diagonal member are provided one by one, so that the first diagonal member and the second diagonal member are doubled without increasing the bearing wall. Can be provided with a load bearing wall. Therefore, the arrangement position of the bearing wall is not limited by the fact that the bearing wall does not become thick in this way. Furthermore, since no wall fuzz is generated, a large indoor space can be taken, the heat insulation performance is not lowered by the thermal bridge, and the cost of materials such as pillars can be suppressed.

請求項2に記載の耐力壁によると、一対の側柱の柱頭及び柱脚にそれぞれガゼットプレートが固定されており、一方の側柱の柱頭に固定されたガゼットプレート及び他方の側柱の柱脚に固定されたガゼットプレートの一方の面及び他方の面にそれぞれ第1の斜材の端部が固定されるとともに、一方の側柱の柱脚に固定されたガゼットプレート及び他方の側柱の柱頭に固定されたガゼットプレートの一方の面及び他方の面にそれぞれ第2の斜材の端部が固定されるので、ガゼットプレートの一方の面及び他方の面にそれぞれ第1の斜材又は第2の斜材が固定されることにより、耐力壁に水平力が加わることにより斜材に引張力が加わった場合でもガゼットプレートの両面に引張力が加わるのでガゼットプレートが折曲することを抑制することができる。これにより、水平力に対する耐力壁の剛性がガゼットプレートの折曲によって低下することを回避できる。   According to the bearing wall according to claim 2, the gusset plates are respectively fixed to the stigma and the column base of the pair of side columns, and the gusset plate fixed to the stigma of the one side column and the column pedestal of the other side column The end of the first diagonal member is fixed to one surface and the other surface of the gusset plate fixed to the gusset plate, and the gusset plate fixed to the column base of one side column and the stigma of the other side column Since the end portions of the second diagonal member are fixed to the one surface and the other surface of the gusset plate fixed to the gusset plate, respectively, the first diagonal member or the second diagonal member By fixing the diagonal of the gusset plate, even if a tensile force is applied to the diagonal member due to a horizontal force applied to the bearing wall, a tensile force is applied to both sides of the gusset plate, thereby preventing the gusset plate from bending. But Kill. Thereby, it can avoid that the rigidity of the bearing wall with respect to a horizontal force falls by bending of a gusset plate.

請求項3に記載の住宅によると、請求項1又は請求項2のいずれかの構成を備えることで、短い壁長で高い水平耐力を負担することができるので、開口部の配置などの設計自由度の高い住宅とすることができる。   According to the housing according to claim 3, by providing the structure according to claim 1 or 2, it is possible to bear a high horizontal proof stress with a short wall length, so design freedom such as arrangement of openings is possible. It can be a high-grade house.

本実施形態に係る耐力壁を示す正面図。The front view which shows the bearing wall which concerns on this embodiment. 本実施形態に係る耐力壁の第1の斜材のC部分を拡大した図。The figure which expanded C portion of the 1st diagonal material of the bearing wall concerning this embodiment. 本実施形態に係る耐力壁の図1のI-I部分の断面を切り取った拡大省略斜視拡大図。1. The expansion abbreviation perspective enlarged view which cut off the cross section of the II part of FIG. 1 of the bearing wall which concerns on this embodiment.

以下、図1から図3を参照しつつ、本発明の耐力壁の最良の実施形態について説明する。本実施形態に係る耐力壁1は、図1に示すように、矩形に形成されるフレーム2の内側の空間にブレース3が配設されている。そして、フレーム2は、鉛直方向に延びる一対の側柱4a,4bと、一対の側柱4a,4bのそれぞれの柱頭の間に水平に架設される上枠材5と、側柱4a,4bの柱脚の間に水平に設けられる下枠材14と、側柱4a,4bの鉛直方向の中央に架設される中間水平材7と、を溶接して形成されている。   Hereinafter, the best embodiment of the bearing wall of the present invention will be described with reference to FIGS. 1 to 3. As shown in FIG. 1, the bearing wall 1 according to the present embodiment has a brace 3 disposed in a space inside a frame 2 that is formed in a rectangular shape. The frame 2 includes a pair of side pillars 4a and 4b extending in the vertical direction, an upper frame member 5 horizontally installed between the heads of the pair of side pillars 4a and 4b, and side pillars 4a and 4b. It is formed by welding a lower frame member 14 provided horizontally between the column bases and an intermediate horizontal member 7 installed at the center in the vertical direction of the side columns 4a, 4b.

一対の側柱4a,4bは、溝が互いに対向するように配置されたリップ溝型鋼で構成され、その下端が図示しない基礎アンカーボルト又は梁に固定され、上端が図示しない梁に固定される鉛直方向に延びる柱である。また、上枠材5は、リップ溝型鋼により構成されて、一対の側柱4a,4bの柱頭に架設されている。   The pair of side pillars 4a and 4b is made of a lip groove type steel arranged so that grooves are opposed to each other, a lower end thereof is fixed to a foundation anchor bolt or a beam (not shown), and an upper end is fixed to a beam (not shown). It is a pillar extending in the direction. Moreover, the upper frame material 5 is comprised by lip groove type steel, and is constructed by the top of a pair of side pillar 4a, 4b.

下枠材14は、リップ溝型鋼により形成されて、側柱4a,4bの間に水平に固定されている。また、中間水平材7は、例えばリップ溝型鋼であって、側柱4a,4bの鉛直方向の中央に水平に架設されており、中心にブレース3を挿通できる不図示の孔が設けられている。   The lower frame member 14 is formed of lip groove steel and is horizontally fixed between the side columns 4a and 4b. The intermediate horizontal member 7 is, for example, a lip groove type steel, and is horizontally laid at the center in the vertical direction of the side columns 4a and 4b, and a hole (not shown) through which the brace 3 can be inserted is provided at the center. .

ブレース3を構成する第1の斜材8及び第2の斜材9はそれぞれ2本づつ配置された丸鋼である。なお、ブレースは丸鋼に限定されるものではなく、耐力壁の斜材として用いることができる長尺材であれば如何なる材料であってもよい。   Each of the first diagonal member 8 and the second diagonal member 9 constituting the brace 3 is a round steel bar arranged two by two. The brace is not limited to round steel, and any material may be used as long as it can be used as a diagonal material for the bearing wall.

一対の側柱4a,4bの柱頭及び柱脚には、図2及び図3に示すように、それぞれ三角形の鋼板の2枚の挟持プレート10が互いに平行にリップ部から対向する側柱4a,4b側に向かって溶接されている。そして、この挟持プレート10の間には、矩形平板状のガゼットプレート11が当該挟持プレート10に挟まれて溶接固定されている。そして、第1の斜材8は、図1における右側の側柱4aの柱頭に挟持プレート10を介して固定されているガゼットプレート11の一方の面に一方の第1の斜材8の上端が溶接されており、他方の面に他方の第1の斜材8の上端が溶接されている。そして、左側の側柱4bの柱脚に挟持プレート10を介して固定されているガゼットプレート11の一方の面に一方の第1の斜材8の下端が溶接されており、他方の面に他方の第1の斜材8の下端が溶接されている。一方の第1の斜材8と他方の第1の斜材8とは互いに交叉しないように耐力壁1の壁面に平行な同一面上に配置される。   As shown in FIGS. 2 and 3, two sandwiching plates 10 made of triangular steel plates are respectively parallel to each other from the lip portion on the stigma and the column base of the pair of side columns 4 a and 4 b. Welded towards the side. A rectangular flat gusset plate 11 is sandwiched between the clamping plates 10 and fixed by welding. The first diagonal member 8 has an upper end of one first diagonal member 8 on one surface of a gusset plate 11 fixed to the top of the right side column 4a in FIG. The upper end of the other first diagonal member 8 is welded to the other surface. And the lower end of one first diagonal member 8 is welded to one surface of the gusset plate 11 fixed to the column base of the left side column 4b via the clamping plate 10, and the other surface is welded to the other surface. The lower end of the first diagonal member 8 is welded. One first diagonal member 8 and the other first diagonal member 8 are arranged on the same plane parallel to the wall surface of the load bearing wall 1 so as not to cross each other.

また、第2の斜材9は、図1における左側の側柱の4b柱頭に挟持プレート10を介して固定されているガゼットプレート11の一方の面に一方の第2の斜材9の上端が溶接されており、他方の面に他方の第2の斜材9の上端が溶接されている。そして、右側の側柱4aの柱脚に挟持プレート10を介して固定されているガゼットプレート11の一方の面に一方の第2の斜材9の下端が溶接されており、他方の面に他方の第2の斜材9の下端が溶接されている。一方の第2の斜材9と他方の第2の斜材9とは互いに交叉しないように、且つ第1の斜材8よりも屋内側に、耐力壁1の壁面に平行な同一面上に配置される。   Further, the second diagonal member 9 has an upper end of one second diagonal member 9 on one surface of a gusset plate 11 fixed to the 4b head of the left side column in FIG. It is welded, and the upper end of the other second diagonal member 9 is welded to the other surface. The lower end of one second diagonal member 9 is welded to one surface of the gusset plate 11 fixed to the column base of the right side column 4a via the clamping plate 10, and the other surface is welded to the other surface. The lower end of the second diagonal member 9 is welded. One second diagonal member 9 and the other second diagonal member 9 do not cross each other and are on the same side parallel to the wall surface of the load bearing wall 1 on the indoor side of the first diagonal member 8. Be placed.

このように耐力壁1の壁長を長くすること無く、第1の斜材8及び第2の斜材9を2重に配置した耐力壁1を設けることができ、第1の斜材8及び第2の斜材9を1本づつ配置するよりも大きな水平耐力を負担することができる。したがって、住宅の耐力壁1を設置する壁長を減らすことができ、開口部等の配置の自由度を高めることができる。   Thus, without increasing the wall length of the load bearing wall 1, the load bearing wall 1 in which the first diagonal member 8 and the second diagonal member 9 are disposed in a double manner can be provided. It is possible to bear a greater horizontal proof stress than arranging the second diagonal members 9 one by one. Therefore, the wall length in which the bearing wall 1 of the house is installed can be reduced, and the degree of freedom in arranging the openings and the like can be increased.

また、全ての第1の斜材8が、耐力壁1の壁面に平行な同一面上に配置されており、全ての第2の斜材9は、第1の斜材8よりも屋内側に設けられるものであるので、耐力壁1の厚さは第1の斜材8及び第2の斜材9を1本づつ設けた場合と同じで、第1の斜材8と第2の斜材9とを互いに干渉しないように配置することができる。そして、耐力壁を厚くすることがないので、耐力壁の配置位置が制限されることない。さらに、壁フカシが発生しないので、屋内空間を広く取ることができ、熱橋による断熱性能の低下を抑制し、また、柱などの材料コストを抑えることができる。   All the first diagonal members 8 are arranged on the same plane parallel to the wall surface of the load bearing wall 1, and all the second diagonal members 9 are located on the indoor side with respect to the first diagonal member 8. Therefore, the thickness of the load bearing wall 1 is the same as the case where the first diagonal member 8 and the second diagonal member 9 are provided one by one, and the first diagonal member 8 and the second diagonal member are provided. 9 can be arranged so as not to interfere with each other. And since the bearing wall is not made thick, the arrangement position of the bearing wall is not limited. Furthermore, since no wall fuzz is generated, a large indoor space can be taken, a decrease in heat insulation performance due to the thermal bridge can be suppressed, and a material cost such as a pillar can be suppressed.

さらに、一対の側柱4a,4bの柱頭及び柱脚にそれぞれガゼットプレート11が固定されており、一方の側柱4aの柱頭に固定されたガゼットプレート11及び他方の側柱4bの柱脚に固定されたガゼットプレート11の一方の面及び他方の面にそれぞれ第1の斜材8の端部が固定されるとともに、一方の側柱4aの柱脚に固定されたガゼットプレート11及び他方の側柱4bの柱頭に固定されたガゼットプレート11の一方の面及び他方の面にそれぞれ第2の斜材9の端部が固定されるので、ガゼットプレート11の一方の面及び他方の面にそれぞれ第1の斜材8又は第2の斜材9が固定されることにより、耐力壁1に水平力が加わることにより斜材8,9に引張力が加わった場合でもガゼットプレート11の両面に引張力が加わることによりガゼットプレート11が折曲することを抑制し、耐力壁の水平力に対する剛性の低下を抑制することができる。   Further, a gusset plate 11 is fixed to the stigma and the column base of the pair of side pillars 4a and 4b, respectively. The end portions of the first diagonal member 8 are fixed to one surface and the other surface of the gusset plate 11, and the gusset plate 11 and the other side column fixed to the column base of the one side column 4a. Since the end portions of the second diagonal member 9 are fixed to one surface and the other surface of the gusset plate 11 fixed to the stigma 4b, respectively, the first surface and the other surface of the gusset plate 11 are respectively connected to the first surface and the other surface. By fixing the diagonal member 8 or the second diagonal member 9, even if a tensile force is applied to the diagonal members 8 and 9 by applying a horizontal force to the bearing wall 1, a tensile force is applied to both surfaces of the gusset plate 11. Joining To prevent the more gusset plate 11 is bent, it is possible to suppress the reduction in rigidity with respect to the horizontal force of bearing wall.

なお、本発明の実施の形態は上述の形態に限ることなく、本発明の思想の範囲を逸脱しない範囲で適宜変更することができることは云うまでもない。   Needless to say, the embodiment of the present invention is not limited to the above-described embodiment, and can be appropriately changed without departing from the scope of the idea of the present invention.

本発明に係る耐力壁1は短い壁長で大きな水平耐力を負担でき、住宅の設計自由度を上げることができる耐力壁1として好適に用いることができる。   The load-bearing wall 1 according to the present invention can be suitably used as the load-bearing wall 1 that can bear a large horizontal load-bearing force with a short wall length and can increase the design freedom of a house.

1 耐力壁
3 ブレース
4a,4b 側柱
8 第1の斜材
9 第2の斜材
11 ガゼットプレート
DESCRIPTION OF SYMBOLS 1 Bearing wall 3 Brace 4a, 4b Side pillar 8 1st diagonal material 9 2nd diagonal material 11 Gazette plate

Claims (3)

鉛直方向に延びる一対の側柱と、当該一対の側柱の間の空間に配設されるブレースと、を備えた耐力壁であって、
前記ブレースは、前記一対の側柱のうち一方の側柱の柱頭と、他方の側柱の柱脚とに固定される2本以上の第1の斜材と、前記一対の側柱のうち他方の側柱の柱頭と、一方の側柱の柱脚とに固定される2本以上の第2の斜材と、を有するものであり、
全ての前記第1の斜材は、当該耐力壁の壁面に平行な同一面上に配置されるとともに、全ての前記第2の斜材は、前記第1の斜材よりも屋内側に設けられるものであることを特徴とする耐力壁。
A load-bearing wall comprising a pair of side columns extending in the vertical direction and a brace disposed in a space between the pair of side columns,
The brace includes two or more first diagonal members fixed to a stigma of one side column and a column base of the other side column, and the other of the pair of side columns. And the two or more second diagonal members fixed to the column head of the side column and the column base of one side column,
All the first diagonal members are arranged on the same plane parallel to the wall surface of the load bearing wall, and all the second diagonal members are provided on the indoor side with respect to the first diagonal member. Bearing wall characterized by being a thing.
平板状に形成され、前記耐力壁の壁面に対して垂直であって前記第1の斜材及び前記第2の斜材の長手方向に対して平行に前記一対の側柱の柱頭及び柱脚にそれぞれ固定されるガゼットプレートを更に備え、
前記一対の側柱のうち一方の側柱の柱頭に固定された前記ガゼットプレート及び他方の側柱の柱脚に固定された前記ガゼットプレートの一方の面及び他方の面にそれぞれ第1の斜材の端部が固定されるとともに、
前記一方の側柱の柱脚に固定された前記ガゼットプレート及び前記他方の側柱の柱頭に固定されたガゼットプレートの一方の面及び他方の面にそれぞれ第2の斜材の端部が固定されることを特徴とする請求項1に記載の耐力壁。
Formed in a flat plate shape, perpendicular to the wall surface of the load-bearing wall and parallel to the longitudinal direction of the first diagonal member and the second diagonal member, on the column heads and column bases of the pair of side columns Further comprising a gusset plate to be fixed respectively,
A first diagonal member on each of one surface and the other surface of the gusset plate fixed to the top of one side column of the pair of side columns and the column base of the other side column. The end of the is fixed,
The ends of the second diagonal members are fixed to one surface and the other surface of the gusset plate fixed to the column base of the one side column and the gusset plate fixed to the top of the other side column, respectively. The load-bearing wall according to claim 1.
請求項1又は請求項2に記載の耐力壁を備えることを特徴とする住宅。   A house comprising the load bearing wall according to claim 1.
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Publication number Priority date Publication date Assignee Title
CN108343266A (en) * 2018-03-29 2018-07-31 海南浙大钢构有限公司 A kind of multifunctional supporter
CN111765583A (en) * 2020-06-08 2020-10-13 五冶集团上海有限公司 Unpowered hood anti-drop safety device for building
JP7205954B1 (en) 2022-05-26 2023-01-17 株式会社日本医化器械製作所 Earthquake-resistant panel

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JPH0424903U (en) * 1990-06-22 1992-02-28
JP2012172469A (en) * 2011-02-23 2012-09-10 Sekisui House Ltd Connection metal fitting, load bearing wall with the same and building using the same

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JPH0424903U (en) * 1990-06-22 1992-02-28
JP2012172469A (en) * 2011-02-23 2012-09-10 Sekisui House Ltd Connection metal fitting, load bearing wall with the same and building using the same

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Publication number Priority date Publication date Assignee Title
CN108343266A (en) * 2018-03-29 2018-07-31 海南浙大钢构有限公司 A kind of multifunctional supporter
CN111765583A (en) * 2020-06-08 2020-10-13 五冶集团上海有限公司 Unpowered hood anti-drop safety device for building
JP7205954B1 (en) 2022-05-26 2023-01-17 株式会社日本医化器械製作所 Earthquake-resistant panel
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