JP2912424B2 - Bearing wall - Google Patents
Bearing wallInfo
- Publication number
- JP2912424B2 JP2912424B2 JP2139151A JP13915190A JP2912424B2 JP 2912424 B2 JP2912424 B2 JP 2912424B2 JP 2139151 A JP2139151 A JP 2139151A JP 13915190 A JP13915190 A JP 13915190A JP 2912424 B2 JP2912424 B2 JP 2912424B2
- Authority
- JP
- Japan
- Prior art keywords
- vertical
- frame
- bearing wall
- load
- frames
- 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.)
- Expired - Lifetime
Links
Description
【発明の詳細な説明】 ［産業上の利用分野］ 本発明は、建築物の壁パネルの内部に用いられる耐力
壁に関するものである。Description: TECHNICAL FIELD The present invention relates to a load-bearing wall used inside a wall panel of a building.
［従来の技術］ 第４図は従来の耐力壁１′を示し、左右一対の縦枠４
と上下一対の横枠５とで形成される枠体２′と、枠体
２′の内側に補強用に斜めに架橋したブレース３とで構
成されている。両側の縦枠４と下の横枠５とは固定材６
を介して連結固定してある。[Prior Art] FIG. 4 shows a conventional load-bearing wall 1 ′ and a pair of left and right vertical frames 4.
And a pair of upper and lower horizontal frames 5, and a brace 3 which is diagonally cross-linked for reinforcement inside the frame 2 '. The vertical frame 4 on both sides and the lower horizontal frame 5 are fixed members 6
It is connected and fixed via.
［発明が解決しようとする課題］ しかし上記の耐力壁１′では、枠体２′の内側の全体
にブレース３が設けられているために、出入口や窓など
として利用される開口部を形成することができないとい
う問題があった。[Problems to be Solved by the Invention] However, in the above-mentioned load-bearing wall 1 ′, since the brace 3 is provided on the entire inside of the frame 2 ′, an opening portion used as a doorway or a window is formed. There was a problem that it was not possible.
本発明は、上述の点に鑑みて提供したものであって、
開口部を形成することができる耐力壁を提供するもので
ある。The present invention has been provided in view of the above points,
It is intended to provide a load-bearing wall in which an opening can be formed.
［課題を解決するための手段］ 本発明は、左右一対の縦枠４と上下一対の横枠５とで
枠体２を形成し、横枠５の間に複数本の縦桟８を架設す
ると共に枠体２の左右方向の一方に縦桟８を偏在させて
設け、横の耐力壁等に結合するための連結材15を縦枠４
に設け、縦桟８を偏在させた側の縦枠４とこれと隣り合
う縦桟８との間にブレース３を設けて成ることを特徴と
するものである。[Means for Solving the Problems] In the present invention, a frame body 2 is formed by a pair of left and right vertical frames 4 and a pair of upper and lower horizontal frames 5, and a plurality of vertical bars 8 are installed between the horizontal frames 5. In addition, a vertical bar 8 is provided on one side in the left and right direction of the frame body 2, and a connecting member 15 for connecting to a horizontal load-bearing wall or the like is provided with a connecting member 15.
And a brace 3 is provided between the vertical frame 4 on the side where the vertical rail 8 is unevenly distributed and the vertical rail 8 adjacent thereto.
［作用］ 枠体２の左右方向の一方に縦桟８を偏在させて設けた
ので、縦桟８を偏在させた側の反対側の縦枠４とこれと
隣り合う縦桟８との間に間隙を形成することができる。
しかも縦桟８を偏在させた側の縦枠４とこれと隣り合う
縦桟８との間にブレース３を設けたので、縦桟８とブレ
ース３で枠体２を補強することができる。[Operation] Since the vertical rails 8 are unevenly provided on one side of the frame 2 in the left-right direction, the vertical rails 8 on the opposite side of the side where the vertical rails 8 are unevenly distributed and the vertical rails 8 adjacent thereto are provided. Gaps can be formed.
Moreover, since the brace 3 is provided between the vertical frame 4 on the side where the vertical rail 8 is unevenly distributed and the vertical rail 8 adjacent thereto, the frame 2 can be reinforced with the vertical rail 8 and the brace 3.
［実施例］ 以下、本発明の実施例を図面を参照して説明する。[Example] Hereinafter, an example of the present invention will be described with reference to the drawings.
枠体２は、一対の対向する縦枠４の上端間に横枠５を
架設すると共に一対の対向する縦枠４の下端間に他の横
枠５を架設することによって形成されており、左右一対
の縦枠４と上下一対の横枠５とで四角枠状に形成されて
いる。The frame 2 is formed by laying a horizontal frame 5 between the upper ends of a pair of opposed vertical frames 4 and laying another horizontal frame 5 between the lower ends of the pair of opposed vertical frames 4. A pair of vertical frames 4 and a pair of upper and lower horizontal frames 5 are formed in a square frame shape.
枠体２の左右方向の略中央部において上下の横枠５の
間には、補強用の縦桟８が架設されていると共に、この
縦桟８と一方の縦枠４（第１図において左側の縦枠４）
の間において上下の横枠５の間には、他の縦桟８が複数
本架設されている。つまり、枠体２の左右方向の片側の
みに偏って縦桟８を設けており、このことで縦桟８を偏
在させた側の反対側の縦枠４と枠体２の中心部に配設さ
れる縦桟８との間に、枠体２の内側の略半分の面積を占
める間隙20が形成されることになる。さらに縦桟８を偏
在させた側の縦枠４とこれと隣り合う縦桟８との間には
ブレース３が平行四辺形の形で補強材として設けられて
いる。A vertical bar 8 for reinforcement is provided between the upper and lower horizontal frames 5 at a substantially central portion in the left-right direction of the frame 2, and the vertical bar 8 and one of the vertical frames 4 (the left side in FIG. Vertical frame 4)
A plurality of other vertical rails 8 are erected between the upper and lower horizontal frames 5. That is, the vertical bar 8 is provided only on one side in the left-right direction of the frame 2, so that the vertical frame 4 and the center of the frame 2 on the opposite side of the side where the vertical bar 8 is unevenly distributed are provided. A gap 20 occupying approximately half the area inside the frame 2 is formed between the vertical rail 8 and the vertical rail 8. Further, a brace 3 is provided as a reinforcing member in the form of a parallelogram between the vertical frame 4 on the side where the vertical rail 8 is unevenly distributed and the vertical rail 8 adjacent thereto.
また両方の縦枠４より内側において下側の横枠５に
は、布基礎10の上面より立設したアンカーボルト11を挿
通させるための取付孔９が穿設されている。また上側の
横枠５の上面には断面略エ字型の連結材12がボルトにて
固定され、その上に横架材13が載置されてボルト14にて
固定されている。さらに縦枠４の下部の外側面には連結
材15がボルト16にて固定されている。このようにして耐
力壁１が形成される。The lower horizontal frame 5 inside the vertical frames 4 is provided with a mounting hole 9 through which an anchor bolt 11 erected from the upper surface of the cloth foundation 10 is inserted. A connecting member 12 having a substantially E-shaped cross section is fixed to the upper surface of the upper horizontal frame 5 by bolts, and a horizontal member 13 is placed thereon and fixed by bolts 14. Further, a connecting member 15 is fixed to the lower outer surface of the vertical frame 4 with bolts 16. Thus, the bearing wall 1 is formed.
この耐力壁１を施工するにあたっては、第２図に示す
ように、耐力壁１を布基礎10の上に載置すると共に、ア
ンカーボルト11を耐力壁１の取付孔９に挿通し、アンカ
ーボルト11にナット17を螺着して固定する。ここで、こ
のアンカーボルト11への耐力壁１の取付位置は縦枠４よ
りも内側となっている。また第３図に示すように、アン
カーボルト11で固定する横枠５の底板の上にプレート18
を介在させるようにしてもよい。そして縦枠４に隣接し
て配設される他の耐力壁１や柱等にこの連結材15を結合
させることによって、耐力壁１を他の耐力壁１や柱と連
結させるようにする。In constructing the load-bearing wall 1, as shown in FIG. 2, the load-bearing wall 1 is placed on the cloth foundation 10, and the anchor bolt 11 is inserted into the mounting hole 9 of the load-bearing wall 1. A nut 17 is screwed onto 11 and fixed. Here, the mounting position of the bearing wall 1 on the anchor bolt 11 is inside the vertical frame 4. As shown in FIG. 3, the plate 18 is placed on the bottom plate of the horizontal frame 5 fixed with the anchor bolts 11.
May be interposed. Then, by connecting the connecting member 15 to another load-bearing wall 1 or a column disposed adjacent to the vertical frame 4, the load-bearing wall 1 is connected to the other load-bearing wall 1 or the column.
本発明の耐力壁１は上記のように、枠体２の左右方向
の一方に縦桟８を偏在させて設けたので、縦桟８を偏在
させた側の反対側の縦枠４とこれと隣り合う縦桟８との
間に間隙20を形成することができ、この間隙20を出入口
や窓などの開口部として形成することができる。しかも
縦桟８を偏在させた側の縦枠４とこれと隣り合う縦桟８
との間にブレース３を設けたので、縦桟８とブレース３
で枠体２を補強することができ、開口部を設けても全体
の強度が低下しないようにすることができるものであ
る。さらに耐力壁１の左右方向の片側に偏って間隙20が
形成されるので、間隙20を設けた側の縦枠４に連結され
る他の耐力壁１や柱等に近接させて開口部を形成するこ
とができるものである。As described above, since the load-bearing wall 1 of the present invention is provided with the vertical bars 8 eccentrically disposed on one side in the left-right direction of the frame body 2, the vertical frame 4 on the opposite side to the side where the vertical bars 8 are eccentrically provided and A gap 20 can be formed between the adjacent vertical rails 8, and the gap 20 can be formed as an opening such as a doorway or a window. Moreover, the vertical frame 4 on the side where the vertical rail 8 is unevenly distributed and the vertical rail 8 adjacent thereto
The brace 3 is provided between the vertical rail 8 and the brace 3
Thus, the frame 2 can be reinforced, and even if an opening is provided, the overall strength is not reduced. Further, since the gap 20 is formed so as to be deviated to one side in the left-right direction of the load-bearing wall 1, an opening is formed close to another load-bearing wall 1 or a column connected to the vertical frame 4 on the side where the gap 20 is provided. Is what you can do.
またアンカーボルト11の取付位置を縦枠４よりも内側
とすることで、耐力壁１の上部側面より水平に力が加わ
った場合、取付位置が塑性変形するため、耐力壁１が水
平力に対してねばりを持ち、水平保有耐力が向上するも
のである。また図３のようにプレート18を用いること
で、取付位置の部分が補強され、水平保有耐力が更に向
上する。また、プレート18の厚みを変えることで、水平
保有耐力を自由に設定できる。Also, by setting the mounting position of the anchor bolt 11 inside the vertical frame 4, when a force is applied horizontally from the upper side surface of the load-bearing wall 1, the mounting position is plastically deformed. It has a good balance and improves horizontal holding capacity. Further, by using the plate 18 as shown in FIG. 3, the portion at the mounting position is reinforced, and the horizontal holding strength is further improved. Further, by changing the thickness of the plate 18, the horizontal holding strength can be freely set.
［発明の効果］ 本発明は上述のように、左右一対の縦枠と上下一対の
横枠とで枠体を形成し、横枠の間に複数本の縦桟を架設
すると共に枠体の左右方向の一方に縦桟を偏在させて設
け、縦桟を偏在させた側の縦枠とこれと隣り合う縦桟と
の間にブレースを設けたので、縦桟を偏在させた側の反
対側の縦枠とこれと隣り合う縦桟との間に間隙を形成す
ることができ、この間隙を出入口や窓などの開口部とし
て形成することができるものである。しかも縦桟を偏在
させた側の縦枠とこれと隣り合う縦桟との間にブレース
を設けたので、縦桟とブレースで枠体を補強することが
でき、開口部を設けても全体の強度が低下しないように
することができるものである。さらに耐力壁の左右方向
の片側に偏って開口部を形成することができ、縦桟を偏
在させた側の反対側の縦枠に隣接して連結される他の耐
力壁や柱等に近接させて開口部を形成することができる
ものである。また横の耐力壁等に結合するための連結材
を縦枠に設けたので、連結材を横の耐力壁等に結合する
ことによって、横の耐力壁等で取り付け強度を補強する
ことができると共に連結材を布基礎に設けたアンカーボ
ルトに取り付けることによって、耐力壁の取り付け強度
を連結材で補強することができ、耐力壁を単独で布基礎
に取り付けるよりも取り付け強度を向上させることがで
きるものである。[Effects of the Invention] As described above, the present invention forms a frame with a pair of left and right vertical frames and a pair of upper and lower horizontal frames, lays a plurality of vertical bars between the horizontal frames, and In one of the directions, the vertical bar is provided unevenly, and a brace is provided between the vertical frame on the side where the vertical bar is unevenly distributed and the vertical bar adjacent thereto, so the opposite side of the side where the vertical bar is unevenly distributed is provided. A gap can be formed between the vertical frame and the adjacent vertical rail, and the gap can be formed as an opening such as a doorway or a window. Moreover, since the brace is provided between the vertical frame on the side where the vertical rail is unevenly distributed and the vertical rail adjacent thereto, the frame body can be reinforced with the vertical rail and the brace, and even if the opening is provided, the entire frame is provided. The strength can be prevented from decreasing. Further, the opening can be formed to be biased to one side in the left-right direction of the load-bearing wall, and can be brought close to other load-bearing walls or columns connected adjacent to the vertical frame on the side opposite to the side where the vertical rails are unevenly distributed. Thus, an opening can be formed. In addition, since the connecting member for connecting to the horizontal bearing wall and the like is provided in the vertical frame, by connecting the connecting member to the horizontal bearing wall and the like, the mounting strength can be reinforced with the horizontal bearing wall and the like. By attaching the connecting material to the anchor bolts provided on the cloth foundation, the mounting strength of the load-bearing wall can be reinforced by the connecting material, and the mounting strength can be improved as compared with the case where the load-bearing wall is attached to the cloth foundation alone. It is.
第１図は本発明の実施例の分解斜視図、第２図は同上の
要部正面図、第３図は同上のプレートを設けた場合の要
部正面図、第４図（ａ）（ｂ）は従来例の耐力壁の正面
図及び側面図である。 １は耐力壁、２は枠体、３はブレース、４は縦枠、５は
横枠、８は縦桟、15は連結材である。FIG. 1 is an exploded perspective view of an embodiment of the present invention, FIG. 2 is a front view of a main part of the same, FIG. 3 is a front view of a main part with a plate of the same, FIG. () Is a front view and a side view of a conventional load-bearing wall. 1 is a load-bearing wall, 2 is a frame, 3 is a brace, 4 is a vertical frame, 5 is a horizontal frame, 8 is a vertical rail, and 15 is a connecting member.
Claims (1)
を形成し、横枠の間に複数本の縦桟を架設すると共に枠
体の左右方向の一方に縦桟を偏在させて設け、縦桟を偏
在させた側の縦枠とこれと隣り合う縦桟との間にブレー
スを設け、横の耐力壁等に結合するための連結材を縦枠
に設けて成ることを特徴とする耐力壁。1. A frame is formed by a pair of left and right vertical frames and a pair of upper and lower horizontal frames, a plurality of vertical bars are erected between the horizontal frames, and the vertical bars are unevenly distributed in one of the left and right directions of the frame. The brace is provided between the vertical frame on the side where the vertical rail is unevenly distributed and the vertical rail adjacent thereto, and a connecting member for coupling to a horizontal load-bearing wall or the like is provided on the vertical frame. Characteristic load-bearing wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2139151A JP2912424B2 (en) | 1990-05-29 | 1990-05-29 | Bearing wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2139151A JP2912424B2 (en) | 1990-05-29 | 1990-05-29 | Bearing wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0431531A JPH0431531A (en) | 1992-02-03 |
| JP2912424B2 true JP2912424B2 (en) | 1999-06-28 |
Family
ID=15238754
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2139151A Expired - Lifetime JP2912424B2 (en) | 1990-05-29 | 1990-05-29 | Bearing wall |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2912424B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6552940B2 (en) | 2015-10-23 | 2019-07-31 | 株式会社ミツトヨ | Jig and gauge inspection machine |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH02104843A (en) * | 1988-10-13 | 1990-04-17 | Natl House Ind Co Ltd | Stress exterior wall panel |
-
1990
- 1990-05-29 JP JP2139151A patent/JP2912424B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0431531A (en) | 1992-02-03 |
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