JPH06330576A - Wall type reinforced concrete building - Google Patents
Wall type reinforced concrete buildingInfo
- Publication number
- JPH06330576A JPH06330576A JP5142488A JP14248893A JPH06330576A JP H06330576 A JPH06330576 A JP H06330576A JP 5142488 A JP5142488 A JP 5142488A JP 14248893 A JP14248893 A JP 14248893A JP H06330576 A JPH06330576 A JP H06330576A
- Authority
- JP
- Japan
- Prior art keywords
- wall
- reinforced concrete
- boundary
- building
- type reinforced
- 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
Description
【0001】[0001]
【産業上の利用分野】本発明は、壁式鉄筋コンクリート
造の建築物に関し、特に集合住宅に好適な壁式鉄筋コン
クリート造の建築物に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wall-type reinforced concrete structure, and more particularly to a wall-type reinforced concrete structure suitable for an apartment house.
【0002】[0002]
【従来の技術】従来の壁式鉄筋コンクリート造の建築物
では、建物全体の外周壁や建物内の各ブロックを区画す
る境界壁等の各耐力壁を全て同じ厚さとする設計が基本
的にとられており、集合住宅の場合もこれに倣ってい
た。その一例を図3に示す。この従来例は、外周部に桁
行き方向で共用廊下21及び連続構造のベランダ22を
突設させた構造の集合住宅についての例で、その外周壁
23及び各住戸24、24、……を桁行き方向で区画す
る境界壁25、25、……は何れも約180mmの厚み
に形成され、さらに必要な壁量を確保するために一個お
きの境界壁25及び外周壁23の一部に袖壁26が突設
されている。尚、外周壁23における抜け部分は窓開口
27及び出入り口開口28であり、また凹設部分は電
気、ガス、水道等のメータ等を収納するためのメータボ
ックスMである。2. Description of the Related Art A conventional wall-type reinforced concrete building is basically designed to have the same thickness for all bearing walls such as the outer peripheral wall of the entire building and the boundary walls that partition each block in the building. This was also the case for multi-family houses. An example thereof is shown in FIG. This conventional example is an example of an apartment house having a structure in which a common corridor 21 and a veranda 22 having a continuous structure are projectingly provided on the outer peripheral portion in the girder direction, and the outer peripheral wall 23 and each dwelling unit 24, 24, ... Boundary walls 25, 25, which are divided according to directions, are each formed to have a thickness of about 180 mm, and in order to secure a necessary amount of wall, every other boundary wall 25 and a part of the outer peripheral wall 23 are sleeve walls. 26 is projected. The outer wall 23 has a window opening 27 and a door opening 28, and a recessed portion is a meter box M for accommodating meters such as electricity, gas, and water.
【0003】ところで、このような均一厚みの壁構造に
ついては、境界壁が耐震上必要な壁量を上回る場合には
過剰設計となってコンクリートの無駄使いに陥り易いと
いう問題があり、また特に集合住宅の場合に問題になり
易い事項として、例えば断熱、遮音、漏水等についての
トラブルを生じ易いという問題、あるいは上記従来例の
ように各住戸内に突出する袖壁を壁量確保のために設け
る必要がある場合が多いことからライフサイクルの変化
に伴う間取りの変更に制約を受け易いという問題があ
る。By the way, such a wall structure having a uniform thickness has a problem that when the boundary wall exceeds the amount of wall required for earthquake resistance, it is overdesigned and the concrete is apt to be wasted. As a matter that tends to be a problem in the case of a house, for example, there is a problem that problems such as heat insulation, sound insulation, and water leakage are likely to occur, or sleeve walls protruding into each dwelling unit as in the above conventional example are provided to secure the wall amount. Since there are many cases where it is necessary, there is a problem that it is easy to be restricted by changes in the floor plan accompanying changes in the life cycle.
【0004】[0004]
【発明が解決しようとする課題】従って、本発明の目的
は、壁式鉄筋コンクリート造の建築物について、集合住
宅において特に問題になり易い断熱、遮音、漏水等につ
いてのトラブルや間取りの変更における制約を解消で
き、しかも効率的な設計を行えるような構造を提供する
ことにある。SUMMARY OF THE INVENTION Therefore, an object of the present invention is to reduce troubles such as heat insulation, sound insulation, water leakage, etc., which are particularly problematic in multi-dwelling houses, and restrictions in changing the floor plan, for wall type reinforced concrete structures. It is to provide a structure that can be solved and can be designed efficiently.
【0005】[0005]
【課題を解決するための手段】このような目的のために
本発明では、建物全体の外周を形成する外周壁と建物内
の各ブロックの境界を形成する境界壁とからなる壁式鉄
筋コンクリート造の建築物において、外周壁を境界壁よ
り厚く形成するようにしている。In order to achieve the above object, the present invention provides a wall-type reinforced concrete structure including an outer peripheral wall forming an outer periphery of the entire building and a boundary wall forming a boundary between blocks in the building. In a building, the outer peripheral wall is formed thicker than the boundary wall.
【0006】この結果、断熱、遮音、漏水等について最
も大きく影響する外周壁をより強固にすることができる
ので、断熱、遮音、漏水等に対しより強い建築物とする
ことができ、しかも建物全体としてのコンクリート量の
増大を招くこともなく、効率的な設計とすることができ
る。また、外周壁をより強固としたことにより、ブロッ
ク内に突出する袖壁が不要となるので、ライフサイクル
の変化に伴う間取りの変更の際の制約を少なくすること
もできる。As a result, since the outer peripheral wall, which has the greatest influence on heat insulation, sound insulation, water leakage, etc., can be made stronger, it is possible to make the building stronger against heat insulation, sound insulation, water leakage, etc., and also the entire building. As a result, an efficient design can be achieved without increasing the amount of concrete. Further, since the outer peripheral wall is made stronger, the sleeve wall projecting into the block is not required, so that it is possible to reduce restrictions when changing the floor plan due to a change in the life cycle.
【0007】このような構造の建築物については、厚く
形成した外周壁を耐震壁とすることにより、建物全体の
コンクリート量を減らすことが可能で、より一層効率性
の高い設計とすることができる。With regard to a building having such a structure, by using a thick outer peripheral wall as an earthquake-resistant wall, it is possible to reduce the amount of concrete in the entire building, and it is possible to make the design more efficient. .
【0008】また、このような構造の建築物について
は、境界壁を桁行き方向に一定の間隔で配列すると共
に、この各境界壁を交互に厚みTaと厚みTb(Ta>
Tb)で形成し、且つ厚みTaの境界壁を耐震壁とする
構造とすれば、より一層建物全体のコンクリート量を減
らすことが可能となり、さらに一層好ましい。Further, in a building having such a structure, the boundary walls are arranged at a constant interval in the beam direction, and the boundary walls are alternately arranged to have a thickness Ta and a thickness Tb (Ta>
It is even more preferable to use a structure in which the boundary wall having a thickness of Ta is formed of Tb) and the boundary wall having a thickness of Ta is an earthquake resistant wall, because the concrete amount of the entire building can be further reduced.
【0009】[0009]
【実施例】以下、本発明の実施例を説明する。第1実施例(図1) この実施例は、集合住宅についての例で、前記従来例と
同様に外周部に桁行き方向で共用廊下1及び連続構造の
ベランダ2を突設させた構造とされ、且つ桁行き方向に
各住戸3、3、……を均等に区画する構造とされてい
る。そして、その外周壁4は約200mmの厚みに形成
され、一方各住戸3、3、……はそれぞれ厚みが150
mmとされた境界壁5a、5a、……及びそれぞれ厚み
が180mmとされた境界壁5b、5b、……により区
画されている。そして、外周壁4及び境界壁5b、5
b、……は何れも耐震壁に形成され、境界壁5a、5
a、……は通常の耐力壁に形成されている。EXAMPLES Examples of the present invention will be described below. First Embodiment (FIG. 1) This embodiment is an example of an apartment house, and has a structure in which a common corridor 1 and a continuous veranda 2 are projected in the girder direction in the outer peripheral portion in the same manner as the conventional example. , And the dwelling units 3, 3, ... Are equally divided in the direction of the girder. The outer peripheral wall 4 is formed to have a thickness of about 200 mm, while each dwelling unit 3, 3, ... Has a thickness of 150.
mm and the boundary walls 5a, 5a, ... And the boundary walls 5b, 5b ,. Then, the outer peripheral wall 4 and the boundary walls 5b, 5
b, ... are formed on the seismic resistant walls, and the boundary walls 5a, 5
a, ... Are formed on a normal bearing wall.
【0010】この実施例の場合は外周壁4の全長と両境
界壁5a、5bの全長とはほぼ等しくなっている。従っ
て、外周壁4における窓開口6、6、……や出入り口開
口7、さらにメータボックスM用の開口を考慮した計算
によると平均壁厚が約174mmとなり、全体としてコ
ンクリートの量を従来構造より節約できることになる。In the case of this embodiment, the total length of the outer peripheral wall 4 and the total length of both boundary walls 5a, 5b are substantially equal. Therefore, the average wall thickness is about 174 mm according to the calculation considering the window openings 6, 6, ... In the outer peripheral wall 4, the entrance opening 7, and the opening for the meter box M, and the total amount of concrete is saved as compared with the conventional structure. You can do it.
【0011】第2実施例(図2) この実施例は第1実施例の変形例で、第1実施例ではメ
ータボックスMの囲い壁を含む境界壁5a、5a、……
を薄く形成し、その間の境界壁5b、5b、……を厚く
形成していたのとは逆に、メータボックスMを含む境界
壁10a、10a、……を厚く形成し、その間の境界壁
10b、10b、……を薄く形成している。その他の点
は第1実施例と同じである。 Second Embodiment (FIG. 2) This embodiment is a modification of the first embodiment. In the first embodiment, the boundary walls 5a, 5a, including the surrounding wall of the meter box M, ...
, And the boundary walls 5b, 5b, ... Between them are made thicker. On the contrary, the boundary walls 10a, 10a ,. 10b, ... are thinly formed. The other points are the same as in the first embodiment.
【0012】[0012]
【発明の効果】本発明による壁式鉄筋コンクリート造の
建築物は、以上説明したように、断熱、遮音、漏水等に
ついて最も大きく影響する外周壁が他の壁より厚く形成
され、より強固なものにされているので、断熱性及び遮
音性並びに耐漏水等の向上を図れ、しかも建物全体とし
てのコンクリート量の増大を避けることができて効率的
な設計とすることもできる。また、外周壁がより強固に
なっているので、境界壁の袖壁を不要にでき、ライフサ
イクルの変化に伴う間取りの変更の際の制約を少なくす
ることができる。INDUSTRIAL APPLICABILITY As described above, the wall-type reinforced concrete building according to the present invention has a stronger outer peripheral wall, which has the greatest influence on heat insulation, sound insulation, water leakage, etc., than other walls, and thus becomes stronger. Therefore, it is possible to improve the heat insulating property, sound insulating property, water leakage resistance, etc., and it is possible to avoid an increase in the amount of concrete in the building as a whole, so that an efficient design can be achieved. In addition, since the outer peripheral wall is made stronger, the sleeve wall of the boundary wall can be eliminated, and restrictions when changing the floor plan due to changes in the life cycle can be reduced.
【図1】本発明の一実施例による集合住宅の平面断面
図。FIG. 1 is a plan sectional view of an apartment house according to an embodiment of the present invention.
【図2】本発明の他の実施例による集合住宅の平面断面
図。FIG. 2 is a plan sectional view of an apartment house according to another embodiment of the present invention.
【図3】従来の壁式鉄筋コンクリート造の集合住宅の平
面断面図。FIG. 3 is a plan sectional view of a conventional wall-type reinforced concrete apartment house.
3 住戸 4 外周壁 5a 境界壁 5b 境界壁 3 dwelling unit 4 outer peripheral wall 5a boundary wall 5b boundary wall
Claims (3)
内の各ブロックの境界を形成する境界壁とを有する壁式
鉄筋コンクリート造の建築物において、外周壁を境界壁
より厚く形成したことを特徴とする壁式鉄筋コンクリー
ト造の建築物。1. In a wall-type reinforced concrete building having an outer peripheral wall forming an outer periphery of the entire building and a boundary wall forming a boundary between blocks in the building, the outer peripheral wall is formed thicker than the boundary wall. Characteristic wall type reinforced concrete building.
壁式鉄筋コンクリート造の建築物。2. A wall-type reinforced concrete building according to claim 1, wherein the outer peripheral wall is an earthquake resistant wall.
すると共に、この各境界壁を交互に厚みTaと厚みTb
(Ta>Tb)で形成し、且つ厚みTaの境界壁を耐震
壁とした請求項1又は請求項2の何れかに記載の壁式鉄
筋コンクリート造の建築物。3. The boundary walls are arranged at a constant interval in the direction of travel, and the thicknesses Ta and Tb of the boundary walls are alternately arranged.
The wall-type reinforced concrete building according to claim 1 or 2, wherein the boundary wall having a thickness (Ta> Tb) and a thickness of Ta is an earthquake-resistant wall.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5142488A JPH06330576A (en) | 1993-05-24 | 1993-05-24 | Wall type reinforced concrete building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5142488A JPH06330576A (en) | 1993-05-24 | 1993-05-24 | Wall type reinforced concrete building |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH06330576A true JPH06330576A (en) | 1994-11-29 |
Family
ID=15316493
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5142488A Pending JPH06330576A (en) | 1993-05-24 | 1993-05-24 | Wall type reinforced concrete building |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH06330576A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009221781A (en) * | 2008-03-18 | 2009-10-01 | Sekisui House Ltd | Columnar wall |
JP2010037925A (en) * | 2008-08-05 | 2010-02-18 | Eco Easel:Kk | Maeda-model |
JP2010053676A (en) * | 2008-08-26 | 2010-03-11 | Eco Easel:Kk | Maeda model ii |
-
1993
- 1993-05-24 JP JP5142488A patent/JPH06330576A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009221781A (en) * | 2008-03-18 | 2009-10-01 | Sekisui House Ltd | Columnar wall |
JP2010037925A (en) * | 2008-08-05 | 2010-02-18 | Eco Easel:Kk | Maeda-model |
JP2010053676A (en) * | 2008-08-26 | 2010-03-11 | Eco Easel:Kk | Maeda model ii |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A02 | Decision of refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A02 Effective date: 20011225 |