JPH01260143A - Construction of bearing wall - Google Patents
Construction of bearing wallInfo
- Publication number
- JPH01260143A JPH01260143A JP63088521A JP8852188A JPH01260143A JP H01260143 A JPH01260143 A JP H01260143A JP 63088521 A JP63088521 A JP 63088521A JP 8852188 A JP8852188 A JP 8852188A JP H01260143 A JPH01260143 A JP H01260143A
- Authority
- JP
- Japan
- Prior art keywords
- bearing wall
- wall
- load
- rigidity
- bearing
- 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
- 238000010276 construction Methods 0.000 title description 2
- 239000000470 constituent Substances 0.000 claims description 10
- 238000000034 method Methods 0.000 claims description 2
- 238000005192 partition Methods 0.000 abstract description 7
- 230000008878 coupling Effects 0.000 abstract 2
- 238000010168 coupling process Methods 0.000 abstract 2
- 238000005859 coupling reaction Methods 0.000 abstract 2
- 230000000694 effects Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 229910003460 diamond Inorganic materials 0.000 description 1
- 239000010432 diamond Substances 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
Description
【発明の詳細な説明】
産業上の利用分野
この発明は、例えば、プレハブ住宅の間仕切壁として用
いられる耐力壁フレームに関するものである。DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application This invention relates to a load-bearing wall frame used, for example, as a partition wall of a prefabricated house.
従来の技術
従来、この種の耐力壁フレームとしては、第３図のよう
に、方形枠体（１）内に、その対角線方向にプレース（
２）（２）を交差状に配置したものと、第４図のように
、同じく方形枠体（１）内に、横桟（３）とプレース（
２）（２）・・・をダイアモンド形に配置したものとが
用いられている。2. Description of the Related Art Conventionally, as shown in FIG. 3, this type of load-bearing wall frame has been constructed by placing (
2) (2) are arranged in a cross shape, and as shown in Fig. 4, horizontal bars (3) and places (
2) (2)... are arranged in a diamond shape.
その他、このようなプレース（２）を用いない方法とし
て、各部を剛接接合としたラーメン構造のフレームを用
いることが行なわれている。In addition, as a method that does not use such a place (2), a frame having a rigid frame structure in which each part is rigidly joined is used.
発明が解決しようとする課題
一般に、建築物の間仕切壁としての耐力壁は、そのフレ
ーム剛性が高いということよりも、寧ろ、外壁の剛性と
の釣合いが重要であり、したがって、剛性が高過ぎても
低過ぎても不都合を生ずる。しかるに、上記第３図及び
第４図の耐力壁フレームにおいては、プレース（２）を
配置すると、材質を変更しない限りその剛性が一義的に
定まってしまうという欠点がある。すなわち、間仕切耐
力壁においては、外壁の剛性と釣り合わせるため、その
外壁側に合わせて剛性を任意に変更できることが必要で
あるが、上記従来のものにおいては、そのように剛性を
変更できないという不都合があった。このことはラーメ
ン構造の場合でも同様であり、やはりフレームの剛性は
使用する材質等によって一義的に定まってしまうもので
あって、同様に外壁側に合わせて任意に剛性を変更でき
ない欠点を有している。Problems to be Solved by the Invention In general, for load-bearing walls used as partition walls of buildings, it is important not to have high frame rigidity, but rather to balance the rigidity with the external wall. Too low also causes inconvenience. However, the load-bearing wall frames shown in FIGS. 3 and 4 have a drawback in that once the places (2) are arranged, their rigidity is uniquely determined unless the material is changed. In other words, in a partition load-bearing wall, in order to balance the rigidity of the outer wall, it is necessary to be able to arbitrarily change the rigidity according to the outer wall side, but with the conventional partition walls, the rigidity cannot be changed in such a way, which is a disadvantage. was there. This is the same in the case of a rigid frame structure; the rigidity of the frame is uniquely determined by the material used, and similarly, it has the disadvantage that the rigidity cannot be arbitrarily changed according to the outer wall side. ing.
この発明は、かかる点に鑑みて、主として間仕切壁とし
て用いられる場合に、その剛性を外壁側と釣り合わせる
よう任意に変更できるようにした耐力壁フレームを提供
するものである。In view of this point, the present invention provides a load-bearing wall frame whose rigidity can be arbitrarily changed to balance it with the outer wall when used primarily as a partition wall.
課題を解決するための手段
そして、上記目的を達成するため、この発明では、建物
の平面方向の基準長さＰに対して、その壁方向の幅が前
記基準長さＰを複数の単位に分割したときの単位長さに
等しい耐力壁構成部材（１）を、前記壁方向に連結して
任意の剛性の耐力壁を構成することを特徴とするもので
ある。Means for Solving the Problems And in order to achieve the above object, in this invention, with respect to the reference length P in the plane direction of the building, the width in the wall direction divides the reference length P into a plurality of units. The present invention is characterized in that load-bearing wall constituent members (1) whose unit length is equal to the unit length are connected in the wall direction to constitute a load-bearing wall of arbitrary rigidity.
作 用
上記のこの発明の構成方法によれば、基準長さＰよりも
小さく形成された耐力壁構成部材（１）を壁方向へ連結
することにより、任意の大きさの耐力壁が構成されると
ともに、その連結個数を増減することによって、外壁等
に合わせてその変形量を自由に設定できる。Effect According to the construction method of the present invention described above, a load-bearing wall of an arbitrary size is constructed by connecting the load-bearing wall constituent members (1) formed smaller than the reference length P in the wall direction. In addition, by increasing or decreasing the number of connected pieces, the amount of deformation can be freely set according to the outer wall, etc.
実施例
第１図は、この発明の実施例を示しており、（１）（１
）は、この発明の耐力壁構成部材である。Embodiment FIG. 1 shows an embodiment of this invention, (1) (1)
) is the load-bearing wall component of the present invention.
この耐力壁構成部材（１）は、左右の竪枠（２）（２）
、両竪枠（２）（２）の上下両端間に渡した横枠（３）
（３）、これら竪枠（２）と横枠（３）によって形成さ
れる長方形の対角方向に渡した一対の斜材（４）（４）
とから構成されている。This load-bearing wall component (1) consists of left and right vertical frames (2) (2)
, Both vertical frames (2) Horizontal frame (3) passed between the upper and lower ends of (2)
(3), a pair of diagonal members (4) (4) passing in the diagonal direction of the rectangle formed by the vertical frame (2) and the horizontal frame (3)
It is composed of.
そして、これら各構成部材（１）（１）は、建物の基準
長さをＰとすると、その半分の０．５Ｐの幅に形成され
、これらを２個連結することによって、基準長さＰとな
るようになされている。各耐力壁構成部材（１）（１）
の連結は、例えば互いに隣接する竪枠（２）（２）同志
をボルトで綴る等の方法により行なわれる。そして、ア
ンカー（５）（５）側への連結は、連結された耐力壁構
成部材（１）（１）の最外端部において取り付けられる
。Each of these component members (1) and (1) is formed to have a width of 0.5P, which is half of the standard length of the building, and by connecting two of them, the standard length P and It is made to be. Each load-bearing wall component (1) (1)
The connections are made, for example, by bolting the adjacent vertical frames (2) (2) together. The connection to the anchors (5) (5) is attached at the outermost end of the connected load-bearing wall constituent members (1) (1).
この場合、耐力壁フレームの大きさを例えば２Ｐのもの
とする場合には、その連結された耐力壁構成部材（１）
（１）の側方に、斜材（４）を有しない長さＰの通常の
方形フレーム（６）を取り付ければよい。In this case, if the size of the load-bearing wall frame is, for example, 2P, the connected load-bearing wall constituent members (1)
A normal rectangular frame (6) of length P without diagonal members (4) may be attached to the side of (1).
第２図は、上記のような耐力壁構成部材（１）（１）・
・・を４個連結して、全体の長さを２Ｐとしたものを示
している。そして、耐力壁構成部材（１）（１）・・・
の連結個数を変えることによって、水平荷重に対する全
体の変形量即ち剛性を任意に調節することが可能であり
、この場合、耐力壁構成部材（１）（１）・・・の連結
個数を多くすればするほど剛性が高くなる。Figure 2 shows load-bearing wall constituent members (1) (1) and
. . are connected to make the total length 2P. And load-bearing wall constituent members (1) (1)...
By changing the number of connected components, it is possible to arbitrarily adjust the amount of overall deformation in response to horizontal loads, that is, the rigidity. In this case, by increasing the number of connected load-bearing wall components (1), The longer the length, the higher the rigidity.
発明の効果
以上のように、この発明によれば、耐力壁構成部材の連
結個数を任意に変更することにより、水平方向の変形量
即ち剛性を適宜調節することが可能であるから、特に、
間仕切壁等において、外壁との剛性のバランスを取るた
めの調整が容易となる効果がある。Effects of the Invention As described above, according to the present invention, the amount of horizontal deformation, that is, the rigidity, can be appropriately adjusted by arbitrarily changing the number of load-bearing wall constituent members connected.
This has the effect of making it easier to adjust the rigidity of partition walls and the like with the outer walls.
第１図及び第２図は、夫々この発明の実施例を示す耐力
壁構成部材の連結状態の正面図、第３図及び第４図は、
従来の耐力壁パネルの概略図である。
（１）・・・耐力壁構成部材。
特 許出願人 積水ハウス株式会社代理人弁理士
樽 本 久 幸第１図
第２図FIGS. 1 and 2 are front views of the connected state of load-bearing wall constituent members showing embodiments of the present invention, and FIGS. 3 and 4 are
FIG. 1 is a schematic diagram of a conventional load-bearing wall panel. (1) Load-bearing wall constituent members. Patent applicant Sekisui House Co., Ltd. Representative Patent Attorney
Hisayuki Tarumoto Figure 1 Figure 2
Claims (1)
が前記基準長さＰを複数の単位に分割したときの単位長
さに等しい耐力壁構成部材を、前記壁方向に連結して任
意の剛性の耐力壁を構成することを特徴とする耐力壁の
構成方法。With respect to the standard length P in the planar direction of the building, load-bearing wall constituent members whose width in the wall direction is equal to the unit length when the standard length P is divided into a plurality of units are connected in the wall direction. 1. A method for constructing a load-bearing wall, comprising constructing a load-bearing wall of arbitrary rigidity.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63088521A JP2920536B2 (en) | 1988-04-11 | 1988-04-11 | Construction method of load-bearing wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63088521A JP2920536B2 (en) | 1988-04-11 | 1988-04-11 | Construction method of load-bearing wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01260143A true JPH01260143A (en) | 1989-10-17 |
| JP2920536B2 JP2920536B2 (en) | 1999-07-19 |
Family
ID=13945135
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63088521A Expired - Lifetime JP2920536B2 (en) | 1988-04-11 | 1988-04-11 | Construction method of load-bearing wall |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2920536B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2014155711A1 (en) * | 2013-03-29 | 2014-10-02 | 大和ハウス工業株式会社 | Building structure |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS56128852A (en) * | 1980-03-15 | 1981-10-08 | Nat Jutaku Kenzai | Building construction |
-
1988
- 1988-04-11 JP JP63088521A patent/JP2920536B2/en not_active Expired - Lifetime
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS56128852A (en) * | 1980-03-15 | 1981-10-08 | Nat Jutaku Kenzai | Building construction |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2014155711A1 (en) * | 2013-03-29 | 2014-10-02 | 大和ハウス工業株式会社 | Building structure |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2920536B2 (en) | 1999-07-19 |
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