JPS61106846A - Wall structure - Google Patents
Wall structureInfo
- Publication number
- JPS61106846A JPS61106846A JP22876684A JP22876684A JPS61106846A JP S61106846 A JPS61106846 A JP S61106846A JP 22876684 A JP22876684 A JP 22876684A JP 22876684 A JP22876684 A JP 22876684A JP S61106846 A JPS61106846 A JP S61106846A
- Authority
- JP
- Japan
- Prior art keywords
- load
- wall panel
- bearing wall
- vertical frame
- foundation
- 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.)
- Pending
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
・【技術分野］
本発明は耐力壁パネルの縦枠に隣接する非耐力壁パネル
の縦枠を緊結した壁構造に関する。Detailed Description of the Invention - [Technical Field] The present invention relates to a wall structure in which a vertical frame of a non-load-bearing wall panel that is adjacent to a vertical frame of a load-bearing wall panel is fastened together.
［背景技術］
従来の５１！構造にあっては、第４図に示すように建物
の基１ｆ！１にアンカーボルト１３により固着されたＬ
型１Ｉ１１８の上に耐力壁パネル３と非耐力壁パネル４
の下端部を嵌め込み、梁２の下面に固着された溝型鋼１
９に耐力壁パネル３と非耐力壁パネルの上端部を嵌め込
んであるだけなので、鉛直荷重を受けた場合に、耐力壁
パネル３の縦枠５が横方向に撓み、面内及び面外方向に
座屈が発生してしまっていた。[Background technology] Conventional 51! In terms of structure, as shown in Figure 4, the base 1f of the building! L fixed to 1 by anchor bolt 13
Load-bearing wall panel 3 and non-load-bearing wall panel 4 on top of type 1I118
Channel steel 1 fixed to the lower surface of beam 2 by fitting the lower end of
Since the upper ends of the load-bearing wall panel 3 and the non-load-bearing wall panel are simply fitted into the 9, when a vertical load is applied, the vertical frame 5 of the load-bearing wall panel 3 bends in the horizontal direction, causing in-plane and out-of-plane directions. Buckling had occurred.
［発明の目的］
本発明は上記事情に鑑みて為されたものであり、その目
的とするところは、建物の基礎と梁の間に耐力壁パネル
と非耐力壁パネルを並列に嵌め込んだ壁構造において、
耐力壁パネルの縦枠の座屈を防止することにある。[Object of the Invention] The present invention has been made in view of the above circumstances, and its purpose is to provide a wall in which a load-bearing wall panel and a non-load-bearing wall panel are fitted in parallel between the foundation and the beam of a building. In structure,
The purpose is to prevent buckling of the vertical frame of load-bearing wall panels.
［発明の開示１
本発明の壁構造は、建物Ａの基ｖＰ４１と梁２の間に耐
力壁パネル３と非耐力壁パネル４を並列に嵌め込み、耐
力壁パネル３を基礎１と梁２間に固定すると共に耐力壁
パネル３の縦枠５に隣接する非耐力壁パネル４の縦枠６
を緊結して成るものであり、この構成により上記目的を
達成できたものである、即ち、耐力壁パネル３の縦枠５
を非耐力壁パネル４の縦枠６により補強でき、縦枠５の
座屈を防止できるものである。[Disclosure 1 of the Invention The wall structure of the present invention includes a load-bearing wall panel 3 and a non-load-bearing wall panel 4 fitted in parallel between the base vP41 and the beam 2 of the building A, and the load-bearing wall panel 3 is fitted between the foundation 1 and the beam 2. The vertical frame 6 of the non-load-bearing wall panel 4 is fixed and adjacent to the vertical frame 5 of the load-bearing wall panel 3.
With this configuration, the above purpose was achieved; that is, the vertical frame 5 of the load-bearing wall panel 3
can be reinforced by the vertical frame 6 of the non-load-bearing wall panel 4, and buckling of the vertical frame 5 can be prevented.
以下本発明を添付の図面に示す実施例に基づいで説明す
る。建物Ａのコンクリートからなる基礎１とＩ型鋼から
なる粱２と柱７で囲まれた開口部には耐力壁パネル３と
窓枠のような非耐力壁パネル４を並列に嵌め込んでいる
。耐力壁パネル３には筋かい８を配置しており、上枠９
を果２の７２）ノ部１０にビス１１止めすると共に下枠
１２を基礎１にアンカーボルト１３によりボルト止めし
て基［１と梁２間に固定している。非耐力壁パネル４は
第２図に示すように枠材１４に表面材１５を貼着させて
形成したものであり、第２図に示す断面コ字状の縦枠６
にあっては縦片１６にで隣接する耐力壁パネル３の断面
口字状の縦枠５とビス１７にて固着して緊結しており、
又断面Ｙ字状の縦枠６にあっては、第３図に示すように
縦枠６の鳥
、、□イ コーナ部２０に隣接する耐
力壁パネル３の断面口字状の縦枠５を当接させてビス１
７止めしている。The present invention will be described below based on embodiments shown in the accompanying drawings. A load-bearing wall panel 3 and a non-load-bearing wall panel 4 such as a window frame are fitted in parallel in an opening surrounded by a foundation 1 made of concrete and a pillar 2 and pillars 7 made of I-shaped steel in a building A. Braces 8 are arranged on the load-bearing wall panel 3, and the upper frame 9
At the same time, the lower frame 12 is bolted to the base 1 with anchor bolts 13 to fix it between the base 1 and the beam 2. The non-load-bearing wall panel 4 is formed by adhering a surface material 15 to a frame material 14 as shown in FIG. 2, and has a vertical frame 6 having a U-shaped cross section as shown in FIG.
In this case, the vertical frame 5 of the load-bearing wall panel 3 adjacent to the vertical piece 16 is fixed and fastened with screws 17.
In addition, in the case of the vertical frame 6 having a Y-shaped cross section, as shown in FIG. Contact screw 1
7 is stopped.
［発明の効果］
本発明にあっては、建物の基礎と梁の間に耐力壁パネル
と非耐力壁パネルを並列に嵌め込み、基礎と梁間に固定
した耐力壁パネルの縦枠に隣接する非耐力壁パネルの縦
枠を緊結しているので、鉛直荷重を受けて耐力壁パネル
の縦枠が槙方向に撓もうとしても耐力壁パネルの縦枠に
緊結した非耐力壁パネルの縦枠によりこの撓みを阻止で
き、耐力壁パネルの縦枠の面内及び面外の座屈を防止で
き強固な壁構造にできるものである。[Effect of the invention] In the present invention, a load-bearing wall panel and a non-load-bearing wall panel are fitted in parallel between the foundation and the beam of a building, and the non-load-bearing wall panel adjacent to the vertical frame of the load-bearing wall panel fixed between the foundation and the beam is Since the vertical frame of the wall panel is fastened, even if the vertical frame of the load-bearing wall panel tries to bend in the direction of bending due to a vertical load, the vertical frame of the non-load-bearing wall panel, which is fastened to the vertical frame of the load-bearing wall panel, prevents this deflection. It is possible to prevent in-plane and out-of-plane buckling of the vertical frame of the load-bearing wall panel, and to achieve a strong wall structure.
第１図は本発明の一実施例を示す正面図、＃Ｉ１２図は
同上における耐力壁パネルの縦枠と非耐力壁パネルの縦
枠の緊結を示す平断面図、第３図は耐力壁パネルの縦枠
と非耐力壁パネルの縦枠の緊結の他側を示す平断面図、
第４図は従来例を示す側断面図であって、Ａは建物、１
は基礎、２は梁、３は耐力壁パネル、４は非耐力壁パネ
ル、５は耐力壁パネルの縦枠、６は非耐力壁パネルの縦
枠、８は筋がいである。Fig. 1 is a front view showing one embodiment of the present invention, Fig. #I12 is a plan sectional view showing the connection of the vertical frame of the load-bearing wall panel and the vertical frame of the non-load-bearing wall panel in the same, and Fig. 3 is the load-bearing wall panel. A plan sectional view showing the other side of the vertical frame of the non-load-bearing wall panel and the vertical frame of the non-load-bearing wall panel;
FIG. 4 is a side sectional view showing a conventional example, where A is a building and 1
2 is a foundation, 2 is a beam, 3 is a load-bearing wall panel, 4 is a non-load-bearing wall panel, 5 is a vertical frame of a load-bearing wall panel, 6 is a vertical frame of a non-load-bearing wall panel, and 8 is a brace.
Claims (2)
ネルを並列に嵌め込み、耐力壁パネルを基礎と梁間に固
定すると共に耐力壁パネルの縦枠に隣接する非耐力壁パ
ネルの縦枠を緊結して成ることを特徴とする壁構造。(1) A load-bearing wall panel and a non-load-bearing wall panel are fitted in parallel between the foundation and the beam of the building, and the load-bearing wall panel is fixed between the foundation and the beam, and the vertical frame of the non-load-bearing wall panel adjacent to the vertical frame of the load-bearing wall panel is A wall structure characterized by being made of tightly bound frames.
とする特許請求の範囲第１項記載の壁構造。(2) The wall structure according to claim 1, characterized in that braces are arranged on load-bearing wall panels.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22876684A JPS61106846A (en) | 1984-10-30 | 1984-10-30 | Wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22876684A JPS61106846A (en) | 1984-10-30 | 1984-10-30 | Wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS61106846A true JPS61106846A (en) | 1986-05-24 |
Family
ID=16881500
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP22876684A Pending JPS61106846A (en) | 1984-10-30 | 1984-10-30 | Wall structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61106846A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01230845A (en) * | 1988-03-11 | 1989-09-14 | Sekisui House Ltd | Wall frame |
| JP2006348505A (en) * | 2005-06-14 | 2006-12-28 | Shiyaji Kikaku:Kk | Seismically retrofitting structure for wooden construction, and method of seismically retrofitting wooden construction |
-
1984
- 1984-10-30 JP JP22876684A patent/JPS61106846A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01230845A (en) * | 1988-03-11 | 1989-09-14 | Sekisui House Ltd | Wall frame |
| JP2006348505A (en) * | 2005-06-14 | 2006-12-28 | Shiyaji Kikaku:Kk | Seismically retrofitting structure for wooden construction, and method of seismically retrofitting wooden construction |
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