JPS61242235A - Wall type structure - Google Patents
Wall type structureInfo
- Publication number
- JPS61242235A JPS61242235A JP8133785A JP8133785A JPS61242235A JP S61242235 A JPS61242235 A JP S61242235A JP 8133785 A JP8133785 A JP 8133785A JP 8133785 A JP8133785 A JP 8133785A JP S61242235 A JPS61242235 A JP S61242235A
- Authority
- JP
- Japan
- Prior art keywords
- wall
- walls
- slab
- door
- type structure
- 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
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (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】 （産業上の利用分野） 本発明は、居住空間を広くする壁式構造に関する。[Detailed description of the invention] (Industrial application field) The present invention relates to a wall-type structure that increases living space.
（従来の技術）
従来の壁式構造としては、例えば第４，５図に示すよう
なものがある。この例によると、短手方向の戸壁１１が
長手方向に所定間隔に配置し、この戸壁に対して長手方
向の耐震壁１２が直交し、長手方向において対向する耐
震壁間に梁１５が渡しである。(Prior Art) Examples of conventional wall-type structures include those shown in FIGS. 4 and 5. According to this example, door walls 11 in the transverse direction are arranged at predetermined intervals in the longitudinal direction, earthquake-resistant walls 12 in the longitudinal direction are perpendicular to the door walls, and beams 15 are arranged between the earthquake-resistant walls facing each other in the longitudinal direction. It's a delivery.
（発明が解決しようとする問題点）
しかしながら上側によると、特に内側構面の梁の存在に
より、居住空間の有効利用が制約され、さらに平面計画
の自由度が拘束される問題がある。(Problems to be Solved by the Invention) However, according to the above, there is a problem in that the effective use of the living space is restricted, and the degree of freedom in plan planning is restricted, particularly due to the presence of beams on the inner structural surface.
（問題点を解決するための手段）
そこで本発明においては、短手方向の戸壁１は長手方向
にそって所定間隔を置いて配置しである。(Means for Solving the Problems) Therefore, in the present invention, the door walls 1 in the transverse direction are arranged at predetermined intervals along the longitudinal direction.
そして上記戸壁１に直交しかつ内側構面に位置する耐震
壁２，２ａは上記戸壁の構面の一横面置きに配置し、か
つ短手方向に隣り合う内側構面の耐震壁２と２ａとは千
鳥状に配列しておる。そしてスラブ３のうち上記隣接す
る内側構面に位置する耐震壁２，２ａと戸壁１で囲まれ
ている部分のスラブ３ａは梁を兼用する肉厚部となって
いるものである。スラブ３下の空間を広く取るため、ス
ラブ全面にわたって肉厚部としてもよい。The shear walls 2, 2a, which are orthogonal to the door wall 1 and located on the inner side structure, are arranged on every other side of the door wall side, and the seismic walls 2, 2a on the inner side structure adjacent to each other in the transverse direction and 2a are arranged in a staggered manner. A portion of the slab 3 surrounded by the seismic walls 2, 2a and the door wall 1 located on the adjacent inner structural surface is a thick wall portion that also serves as a beam. In order to secure a large space under the slab 3, the entire surface of the slab may be made into a thick part.
（実施例）
第１図において、建物の短手方向の戸壁１が長手方向に
沿って所定間隔をもって配置しである。(Example) In FIG. 1, door walls 1 in the transverse direction of a building are arranged at predetermined intervals along the longitudinal direction.
そして戸壁１に直交しかつ内側構面に位置する耐震壁２
と２ａとがそれぞれ戸壁の構面の一横面置きに配置しで
ある。隣接する耐震壁２と２ａとは千鳥状に配列して、
隣り合う内側構面における開口面積を広く取っである。And a seismic wall 2 that is perpendicular to the door wall 1 and located on the inside structure.
and 2a are placed on every other side of the door wall. Adjacent shear walls 2 and 2a are arranged in a staggered manner,
The opening area on the adjacent inner structure surfaces is widened.
ざらにスラブ３のうち、耐震壁２，２ａと戸壁１とで囲
まれたスラブ部分３ａ（第１図点描で示した部分）は第
２図に示すように内側構面の梁を兼用するために肉厚部
にしである。スラブ部分３ａの厚みＷは、外側構面の梁
４の高さより薄く設定しである。Of the rough slab 3, the slab part 3a surrounded by the earthquake-resistant walls 2, 2a and the door wall 1 (the part shown in dots in Figure 1) also serves as a beam for the inner structure as shown in Figure 2. Therefore, it is in the thick part. The thickness W of the slab portion 3a is set to be thinner than the height of the beam 4 of the outer structural surface.
スラブ３は、第３図に示すように全面に渡ってスラブ部
分３ａと同一厚に設定してもよい。As shown in FIG. 3, the slab 3 may have the same thickness as the slab portion 3a over its entire surface.
（発明の効果）
以上説明したように本発明によれば、内側構面に位置す
る隣り合う長手方向の耐震壁が千鳥状に配置してありか
つスラブのうち少なくとも隣接する内側構面に位置する
耐震壁と戸壁とに囲まれた部分が肉厚部となり梁機能を
も有しているので、スラブ下の空間効率が良くなり、ス
ラブ下の有効高さが従来例に比較して大きくとれ、さら
に平面計画の自由度を高めることができる。ざらに内側
、外側構面の開口面積を広くすることができる。(Effects of the Invention) As explained above, according to the present invention, adjacent longitudinal seismic walls located on the inner structural surface are arranged in a staggered manner, and are located on at least the adjacent inner structural surface of the slab. The area surrounded by the earthquake-resistant wall and the door wall becomes a thick part and also functions as a beam, so the space efficiency under the slab is improved and the effective height under the slab can be increased compared to the conventional example. , it is possible to further increase the degree of freedom in plan planning. It is possible to roughly widen the opening area of the inner and outer structural surfaces.
第１図は横断面図、
第２図は第１図ＩＩ−ＩＩ線拡大断面図、第３図はスラ
ブの他の実施例を示す拡大断面図、第４図は従来例の横
断面図、
第５図は第４図ｖ−ｖ線拡大断面図である。
１・・・戸壁、 ２，２ａ・・・耐震壁、３・・・
スラブ、 ３ａ・・・スラブ部分。
以上
鵜１図FIG. 1 is a cross-sectional view, FIG. 2 is an enlarged cross-sectional view taken along line II-II in FIG. 1, FIG. 3 is an enlarged cross-sectional view showing another embodiment of the slab, and FIG. 4 is a cross-sectional view of a conventional example. FIG. 5 is an enlarged sectional view taken along line v-v in FIG. 4. 1... Door wall, 2, 2a... Earthquake-resistant wall, 3...
Slab, 3a...Slab part. Above is a picture of a cormorant.
Claims (1)
置してあり、 上記戸壁に直交しかつ内側構面に位置する耐震壁が上記
戸壁の構面の一横面置きに配置してあり、短手方向に隣
り合う内側構面に位置する耐震壁が互いに千鳥状に配列
してあり、 スラブのうち、少なくとも上記耐震壁と戸壁とで囲まれ
たスラブ部分は梁を兼用した肉厚部となつている ことを特徴とする壁式構造。[Scope of Claims] Door walls in the transverse direction are arranged at predetermined intervals in the longitudinal direction, and a seismic wall perpendicular to the door walls and located on the inner structural surface is the structural surface of the door wall. The seismic walls located on the inner structure surfaces that are adjacent to each other in the transverse direction are arranged in a staggered manner. A wall-type structure characterized by the slab section being a thick wall that also serves as a beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8133785A JPS61242235A (en) | 1985-04-18 | 1985-04-18 | Wall type structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8133785A JPS61242235A (en) | 1985-04-18 | 1985-04-18 | Wall type structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61242235A true JPS61242235A (en) | 1986-10-28 |
| JPH0350845B2 JPH0350845B2 (en) | 1991-08-05 |
Family
ID=13743555
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8133785A Granted JPS61242235A (en) | 1985-04-18 | 1985-04-18 | Wall type structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61242235A (en) |
-
1985
- 1985-04-18 JP JP8133785A patent/JPS61242235A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0350845B2 (en) | 1991-08-05 |
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