JPH0242988B2 - - Google Patents
Info
- Publication number
- JPH0242988B2 JPH0242988B2 JP60204508A JP20450885A JPH0242988B2 JP H0242988 B2 JPH0242988 B2 JP H0242988B2 JP 60204508 A JP60204508 A JP 60204508A JP 20450885 A JP20450885 A JP 20450885A JP H0242988 B2 JPH0242988 B2 JP H0242988B2
- Authority
- JP
- Japan
- Prior art keywords
- wall
- seismic
- dwelling unit
- atrium
- slab
- 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
- 210000002837 heart atrium Anatomy 0.000 claims description 19
- 241000272517 Anseriformes Species 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Description
【発明の詳細な説明】
（産業上の利用分野）
本発明は住戸空間の自由性を確保できる壁式多
層集合住宅に関する。DETAILED DESCRIPTION OF THE INVENTION (Industrial Field of Application) The present invention relates to a wall-type multi-story housing complex that can ensure freedom of living space.
（従来の技術）
従来の壁式多層集合住宅は梁間方向（短手方
向）に戸境壁を設けて耐震構造とし、長手方向に
対して住戸内に壁を断続的に配置して壁式又は壁
式ラーメン構造として耐震設計をしている。(Prior art) Conventional wall-type multi-story housing complexes have an earthquake-resistant structure by providing partition walls in the direction between the beams (in the transverse direction), and walls are placed intermittently within the housing units in the longitudinal direction. It has an earthquake-resistant design as a wall-type rigid frame structure.
（発明が解決しようとする課題）
しかしながら、従来例によると、住戸内に壁が
位置することになり、この壁が平面計画上の制約
となつて、例えば家族構成の変化によつて間取り
の変更などが簡単にできず、住戸空間の自由性が
制限されていた。(Problem to be Solved by the Invention) However, according to the conventional example, a wall is located within the dwelling unit, and this wall becomes a constraint on the floor plan. It was not easy to do this, and the freedom of living space was restricted.
本発明の目的は住戸内の空間利用の自由性と住
戸としての独立性を確保して、居住性の向上を図
ることにある。 An object of the present invention is to improve livability by ensuring freedom in the use of space within a dwelling unit and independence as a dwelling unit.
（課題を解決するための手段）
本発明において、第１の壁式多層集合住宅で
は、隣り合う各住戸の対向する内側壁間には所定
幅の間〓があけられており、上記対向する内側壁
には平面断面形状が溝形状の耐震コアをそれぞれ
形成しているものである。上記耐震コアの壁から
直交方向に住戸の外側の耐震要素に至る距離が１
スパンである。両耐震コアが両住戸間で平面四角
形状の吹抜けを形成している。上記間〓には吹抜
けを挾んで一方に階段に連なるスラブを、他方に
増設等のためのスラブをそれぞれ設けている。増
設等のためのスラブとは、増設用のスラブ又はバ
ルコニーである。(Means for Solving the Problems) In the present invention, in the first wall-type multi-story housing complex, a predetermined width is provided between the opposing inner walls of each adjacent dwelling unit, and The walls each form an earthquake-resistant core with a groove-shaped planar cross-section. The distance from the wall of the seismic core mentioned above to the seismic element outside the dwelling unit in the orthogonal direction is 1
It is a span. Both seismic cores form a rectangular atrium between the two residential units. Between the above-mentioned spaces, there is a slab connected to the stairs on one side of the atrium, and a slab for expansion etc. on the other side. The slab for expansion, etc. is a slab or balcony for expansion.
また第２の壁式多層集合住宅は、複数の住戸ブ
ロツクからなり、かつ隣り合う住戸ブロツク間を
増設用スラブで接続しているものである。 Further, the second wall-type multi-story housing complex is composed of a plurality of residential unit blocks, and adjacent residential unit blocks are connected by an expansion slab.
上記各住戸ブロツクは、下記の特徴を備えてい
る。すなわち、隣り合う各住戸の対向する内側壁
間には所定幅の間〓があけられており、上記対向
する内側壁には平面断面形状が溝形状の耐震コア
をそれぞれ形成し、上記耐震コアの壁から直交方
向に住戸の外側の耐震要素に至る距離が１スパン
であり、両耐震コアが両住戸間で平面四角形状の
吹抜けを形成し、上記間〓には吹抜けを挾んで一
方に階段に連なるスラブを他方に増設等のための
スラブをそれぞれ設けているところにある。 Each of the above housing blocks has the following characteristics. That is, a predetermined width is provided between the opposing inner walls of each adjacent dwelling unit, and seismic cores each having a groove-shaped planar cross section are formed on the opposing inner walls. The distance from the wall to the seismic element on the outside of the dwelling unit in the orthogonal direction is one span, and both seismic cores form a rectangular-shaped atrium between the two dwelling units, and there is a stairwell on one side with the atrium in between. One continuous slab has a slab attached to the other for expansion, etc.
（実施例）
第１図に示すように、住戸１は内側壁２の中央
に平面断面形状が溝形状の耐震コア３を形成して
あり、住戸全体の平面形状がほぼコ字状となつて
いる。耐震コア３の内側は全階に渡つて吹抜けと
なつている。耐震コア３のウエブの壁部は設備コ
アの側壁を構成している。耐震コア３の各壁から
この壁に対して直交する方向の住戸の外壁までの
距離は１スパンである。住戸１の内側壁２側に、
この住戸と同一構成の住戸１１が所定幅の間〓を
おいて隣接し、両住戸１，１１が１住戸ブロツク
Ａを構成している。そして両住戸の内側壁２，１
２間では凹状の耐震コア３，１３が吹抜け４を形
成している。吹抜け４は上記間〓を第１図上下方
向に２分しており、この間〓には吹抜け４を挾ん
で一方（下方）にスラブを設けると共にこのスラ
ブに連なつて階段５およびエレベーターホール６
を設けて、階段５およびエレベーターホール６な
どの動線コアとし、この動線コアを介して両住戸
１，１１が接続されている。また他方の間〓であ
るスリツト７は上記吹抜け４と連通している。ス
リツト７には図示するようにスラブ７ａを設けて
あり、スラブを住戸１又は１１と連続させて増設
用の住戸又はバルコニーとしている。(Example) As shown in Fig. 1, the dwelling unit 1 has an earthquake-resistant core 3 with a groove-shaped planar cross-section formed in the center of the inner wall 2, and the planar shape of the entire dwelling unit is approximately U-shaped. There is. The inside of earthquake-resistant core 3 is an atrium spanning all floors. The web wall of the seismic core 3 constitutes the side wall of the equipment core. The distance from each wall of the seismic core 3 to the outer wall of the dwelling unit in the direction orthogonal to this wall is one span. On the inside wall 2 side of dwelling unit 1,
A dwelling unit 11 having the same configuration as this dwelling unit is adjacent to this dwelling unit with a predetermined width apart, and both dwelling units 1 and 11 constitute one residential unit block A. And the inner walls 2 and 1 of both dwelling units
Between the two, concave earthquake-resistant cores 3 and 13 form an atrium 4. The atrium 4 divides the above-mentioned space into two in the vertical direction in Figure 1, and a slab is installed on one side (lower side) of the atrium 4 in between, and a staircase 5 and an elevator hall 6 are connected to this slab.
is provided as a flow line core such as stairs 5 and elevator hall 6, and both residential units 1 and 11 are connected via this flow line core. The other slit 7 is in communication with the atrium 4. As shown in the figure, the slit 7 is provided with a slab 7a, and the slab is connected to the dwelling unit 1 or 11 to form an additional dwelling unit or balcony.
第２図は上記住戸ブロツクＡを中心としてその
両側にこの住戸ブロツクと実質的に同一の住戸ブ
ロツクAa，Abを等間隔を置いて配設し、各住戸
ブロツク間を増設用スラブ８，８で接続してい
る。各増設用スラブ８，８は、将来必要に応じて
住宅として利用するためのものである。増設用ス
ラブ８，８の第２図上下両方がバルコニー９とな
つている。住戸１ａ，１１ａと住戸１ｂ，１１ｂ
とはそれぞれ住戸ブロツクAaと住戸ブロツクAb
とを構成する住戸であつて、上記住戸１，１１と
構成上対応する部分について同一の符号を付して
ある。 Fig. 2 shows housing unit blocks Aa and Ab, which are substantially the same as this housing unit block, arranged at equal intervals on both sides of the housing unit block A, and expansion slabs 8 and 8 are provided between each housing unit block. Connected. Each of the expansion slabs 8, 8 is intended to be used as a house as needed in the future. Both the upper and lower sides of the expansion slabs 8, 8 in FIG. 2 serve as balconies 9. Residential units 1a, 11a and residential units 1b, 11b
are housing block Aa and housing block Ab, respectively.
The same reference numerals are given to the parts that correspond in structure to the above-mentioned dwelling units 1 and 11.
第３図の例では、住戸ブロツクＢと住戸ブロツ
クBaとを開放廊下１０で接続し、両住戸ブロツ
ク間を増設用のスラブ８ａで接続している。すな
わちこの例では、住戸ブロツクＢと住戸ブロツク
Baとはいずれも３住戸からなる。住戸ブロツク
Ｂについて説明すると、この住戸ブロツクは住戸
２１，３１，４１からなり、住戸２１，３１，４
１はいずれも上例の住戸１と実質的に同一の構成
であるが、住戸２１については両側に耐震コア
３，１３を備え、住戸３１との間で構成する住戸
ブロツクは上記住戸ブロツクＡと実質的に同一で
ある。そして住戸２１は、住戸４１との間で、住
戸２１の側壁は住戸４１の耐震コア３を備えた内
側壁２と互いに接触した戸境壁を形成し、耐震コ
ア１３，３間で戸境壁吹抜け４ａを形成してい
る。住戸ブロツクBaにおいて、住戸２１ａ，３
１ａ，４１ａのうち、住戸２１ａと住戸３１ａと
の構成および両者の関係は上例の住戸１と住戸１
１とのそれと実質的に同一である。また住戸２１
ａと住戸４１ａとは吹抜け４ｂを中心として互い
に接続している。住戸ブロツクＢ側の階段５ａは
開放廊下１０と連なつており、この開放廊下は階
段５ｂと連なつている。第２図及び第３図示の例
において、各住戸ブロツクを移動させて、雁行形
状にしてもよい。 In the example shown in FIG. 3, dwelling unit block B and dwelling unit block Ba are connected by an open corridor 10, and both dwelling unit blocks are connected by an expansion slab 8a. In other words, in this example, housing block B and housing block
Each Ba consists of three dwelling units. To explain about residential unit block B, this residential unit block consists of residential units 21, 31, and 41;
1 has substantially the same configuration as the above-mentioned dwelling unit 1, but dwelling unit 21 is equipped with seismic cores 3 and 13 on both sides, and the dwelling unit block constructed between it and dwelling unit 31 is the same as the above-mentioned dwelling unit block A. are substantially the same. Between the dwelling unit 21 and the dwelling unit 41, the side wall of the dwelling unit 21 forms a boundary wall in contact with the inner wall 2 provided with the earthquake-resistant core 3 of the dwelling unit 41, and the boundary wall between the earthquake-resistant cores 13 and 3 is formed. It forms an atrium 4a. In housing block Ba, housing units 21a, 3
Of 1a and 41a, the structure of dwelling unit 21a and dwelling unit 31a and the relationship between the two are the same as dwelling unit 1 and dwelling unit 1 in the above example.
1 is substantially the same as that of 1. Also, dwelling unit 21
A and the dwelling unit 41a are connected to each other around the atrium 4b. Stairs 5a on the side of residential unit block B are connected to an open hallway 10, and this open hallway is connected to stairs 5b. In the example shown in FIGS. 2 and 3, each dwelling unit block may be moved to form a flying geese pattern.
第４図の例では、上記住戸１と実質的に同一構
成の住戸５１，６１，７１を各階３戸組合せて住
戸ブロツクＣに形成したものを塔状にしたもの
で、住戸５１，６１は上記住戸ブロツクＡと実質
的に同一の住戸ブロツクを構成し、耐震コア３，
１３が吹抜け４を形成し、また住戸７１は凹状の
耐震コア３が階段５ｃに対向している。 In the example shown in Fig. 4, dwelling units 51, 61, and 71, which have substantially the same configuration as the above-mentioned dwelling unit 1, are combined into a tower-shaped dwelling unit block C by combining three units on each floor. It constitutes a housing unit block that is substantially the same as housing unit block A, and has earthquake-resistant core 3,
13 forms an atrium 4, and in the dwelling unit 71, a concave earthquake-resistant core 3 faces a staircase 5c.
（発明の効果）
本発明によれば、住戸の内側壁に溝形状耐震コ
アを設けてあるので、住戸内の空間を自由に利用
できて空間の自由性を確保でき、独立性が保て、
さらに住戸間に耐震コアによつて吹抜けが形成さ
れているので、吹抜けを通じて採光通風が可能と
なり、居住性が向上する。隣り合う住戸間に間〓
があけられており、この間〓に増設用等に利用す
るスラブを設けてあるので、また住戸ブロツク間
は増設用スラブで接続されているので、壁式多層
集合住宅でありながら、簡易に住戸の増築計画を
実現できる。(Effects of the Invention) According to the present invention, since the groove-shaped seismic core is provided on the inner wall of the dwelling unit, the space inside the dwelling unit can be used freely, the freedom of space can be ensured, and the independence can be maintained.
Furthermore, since an atrium is formed between the dwelling units using an earthquake-resistant core, it becomes possible to provide light and ventilation through the atrium, improving livability. Between adjacent housing units
There is an open space between them, and a slab used for expansion etc. is provided between the blocks, and the blocks of housing units are connected by slabs for expansion, so even though it is a wall-type multi-story housing complex, it is easy to add additional units. Expansion plans can be realized.
第１図は平面図、第２図は第１図の住戸ブロツ
クを連続している状態を示す平面図、第３図は他
の例を示す平面図、第４図はさらに他の例を示す
平面図である。
１，１１……住戸、２，１２……内側壁、３，
１３……耐震コア、４，４ａ……吹抜け、５……
階段、７……間〓（スリツト）、７ａ……スラブ、
Ａ，Aa，Ab，Ｂ，Ba，Ｃ……住戸ブロツク。
Fig. 1 is a plan view, Fig. 2 is a plan view showing a continuous state of the housing unit blocks shown in Fig. 1, Fig. 3 is a plan view showing another example, and Fig. 4 is a plan view showing yet another example. FIG. 1,11...dwelling unit, 2,12...inner wall, 3,
13...Seismic core, 4,4a...Atrium, 5...
Stairs, 7...slit, 7a...slab,
A, Aa, Ab, B, Ba, C... Residential block.
Claims (1)
幅の間〓があけられており、上記対向する内側壁
には平面断面形状が溝形状の耐震コアをそれぞれ
形成し、上記耐震コアの壁から直交方向に住戸の
外側の耐震要素に至る距離が１スパンであり、両
耐震コアが両住戸間で平面四角形状の吹抜けを形
成し、上記間〓には吹抜けを挾んで一方に階段に
連なるスラブを他方に増設等のためのスラブをそ
れぞれ設けてあることを特徴とする壁式多層集合
住宅。 ２ 複数の住戸ブロツクからなり、かつ隣り合う
住戸ブロツク間を増設用スラブで接続している壁
式多層集合住宅であつて、 上記各住戸ブロツクにおいて、隣り合う各住戸
の対向する内側壁間には所定幅の間〓があけられ
ており、上記対向する内側壁には平面断面形状が
溝形状の耐震コアをそれぞれ形成し、上記耐震コ
アの壁から直交方向に住戸の外側の耐震要素に至
る距離が１スパンであり、両耐震コアが両住戸間
で平面四角形状の吹抜けを形成し、上記間〓には
吹抜けを挾んで一方に階段に連なるスラブを他方
に増設等のためのスラブをそれぞれ設けてある ことを特徴としている壁式多層集合住宅。[Claims] 1. A space of a predetermined width is provided between the opposing inner walls of each adjacent dwelling unit, and each of the opposing inner walls is provided with an earthquake-resistant core having a groove-shaped planar cross-section. The distance from the wall of the seismic core to the seismic element outside the dwelling unit in the orthogonal direction is one span, and both seismic cores form a rectangular atrium between the two dwelling units, with an atrium between them. A wall-type multi-story housing complex characterized by having a slab connected to a staircase on one side and a slab for expansion, etc. on the other side. 2. A wall-type multi-story apartment complex consisting of a plurality of residential unit blocks and connecting adjacent residential unit blocks with expansion slabs, and in each of the above-mentioned residential unit blocks, there is a Seismic cores each having a groove-shaped planar cross-section are formed on the opposing inner walls, and the distance from the wall of the seismic core to the seismic element on the outside of the dwelling unit in the orthogonal direction is is one span, and both seismic cores form an atrium with a rectangular planar shape between both residential units, and between the two units, a slab connected to the stairs is installed on one side, and a slab for expansion etc. is installed on the other side, sandwiching the atrium. This is a wall-type multi-story apartment building that is characterized by the fact that it is
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20450885A JPS6268968A (en) | 1985-09-18 | 1985-09-18 | Wall type multiple dowelling house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20450885A JPS6268968A (en) | 1985-09-18 | 1985-09-18 | Wall type multiple dowelling house |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6268968A JPS6268968A (en) | 1987-03-30 |
| JPH0242988B2 true JPH0242988B2 (en) | 1990-09-26 |
Family
ID=16491688
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP20450885A Granted JPS6268968A (en) | 1985-09-18 | 1985-09-18 | Wall type multiple dowelling house |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6268968A (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63268878A (en) * | 1987-04-24 | 1988-11-07 | 鹿島建設株式会社 | Building for multiple dwelling house |
| JP2689279B2 (en) * | 1990-05-15 | 1997-12-10 | 三井建設株式会社 | Flat slab apartment |
| JP4706961B2 (en) * | 2005-05-16 | 2011-06-22 | 清水建設株式会社 | building |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6114365A (en) * | 1984-06-29 | 1986-01-22 | 清水建設株式会社 | Apartment house |
-
1985
- 1985-09-18 JP JP20450885A patent/JPS6268968A/en active Granted
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6114365A (en) * | 1984-06-29 | 1986-01-22 | 清水建設株式会社 | Apartment house |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6268968A (en) | 1987-03-30 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP2794110B2 (en) | Prefab house | |
| JPH0242988B2 (en) | ||
| JPH0756176B2 (en) | housing complex | |
| JP3261404B2 (en) | Skeleton structure of standardized apartment house | |
| JPS6310272B2 (en) | ||
| JPH0242989B2 (en) | ||
| JP3228710U (en) | Framing structure of an apartment house | |
| JPS6215704B2 (en) | ||
| JP4246078B2 (en) | housing complex | |
| JPS6344901B2 (en) | ||
| JP2002089060A (en) | Multiple dwelling house building | |
| JP4170531B2 (en) | housing complex | |
| JPH07116850B2 (en) | Multi-storey apartment | |
| JPH0532540B2 (en) | ||
| JP2000274091A (en) | House | |
| JPH0642200A (en) | Multilayer apartment house | |
| JPH11324351A (en) | Middle corridor type multiple dwelling house | |
| JPH0445631B2 (en) | ||
| JPH0327706B2 (en) | ||
| JPS6233386B2 (en) | ||
| JPH08144373A (en) | Unit building | |
| JPH0525976B2 (en) | ||
| JPH049906B2 (en) | ||
| JPH05321489A (en) | Multi-layer building | |
| JP2000017858A (en) | Structure of one layer-two floor dwelling type apartment house made of reinforced concrete |