JPH07197674A - Plane wild-goose light type multistoried dwelling house, multistoried building unit and room planning system in plane wild-goose flight type multistories dwelling house - Google Patents

Plane wild-goose light type multistoried dwelling house, multistoried building unit and room planning system in plane wild-goose flight type multistories dwelling house

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Publication number
JPH07197674A
JPH07197674A JP35333893A JP35333893A JPH07197674A JP H07197674 A JPH07197674 A JP H07197674A JP 35333893 A JP35333893 A JP 35333893A JP 35333893 A JP35333893 A JP 35333893A JP H07197674 A JPH07197674 A JP H07197674A
Authority
JP
Japan
Prior art keywords
rise
goose
house
plane
span
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
Application number
JP35333893A
Other languages
Japanese (ja)
Other versions
JP2862780B2 (en
Inventor
Hideaki Uehara
秀晃 上原
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
F P SOGO KENKYUSHO KK
ING KK
Kk Ing
Original Assignee
F P SOGO KENKYUSHO KK
ING KK
Kk Ing
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by F P SOGO KENKYUSHO KK, ING KK, Kk Ing filed Critical F P SOGO KENKYUSHO KK
Priority to JP35333893A priority Critical patent/JP2862780B2/en
Publication of JPH07197674A publication Critical patent/JPH07197674A/en
Application granted granted Critical
Publication of JP2862780B2 publication Critical patent/JP2862780B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Load-Bearing And Curtain Walls (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

PURPOSE:To realize a living space bore sufficient than a detached house by displacing a multistored dwelling house in the span direction of a framework and arranging the multistoried dwelling house in a wild-goose flight manner while mounting a continuous-layer earthquake- proof wall tying columns at constricted places on the front and rear sides. CONSTITUTION:Columns 1 on the outer circumference of a plane wild-goose flight type multistoried dwelling house, internal columns 4 and beams 2 constructed among mutual columns 1 and beams 5 built among the columns 1 and the internal columns 4 are formed in rigid frame structure. Continuous-layer earthquake-proof walls 3a extended from the lowermost floor of the multistoried dwelling house to an uppermost floor are disposed inside the columns 2, 1 positioned at constricted places on the front side and rear side of the multistoried dwelling house and the beams 2, 2 tying these columns 2, 1. The multistoried dwelling house has two spans in the short direction while being displaced by one span in the short direction at every two span in the longitudinal direction and being disposed in a wild-goose flight manner. Horizontal load in the longitudinal direction at the time of an earthquake is bone by rigid frame structure, horizontal load in the short direction is bone by the continuous-layer earthquake-proof walls 3a, 3b, 3c, and the multistoried dwelling house has balanced structural strength.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、高層の住宅や商業ビル
に用いる平面雁行形の高層住宅、耐震性能のある平面雁
行形の高層建物ユニット及び複数のかかる高層建物ユニ
ットからなる高層住宅、並びに、平面雁行形の高層住宅
における間取り方式に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a high-rise building of a plane-shaped goose type used for a high-rise house or a commercial building, a high-rise building unit of a plane-shaped goose-shaped high-rise building having seismic performance, and a high-rise housing composed of a plurality of such high-rise building units. , It is related to the floor plan method in the high-rise house of the plane goose.

【0002】[0002]

【従来の技術】図10〜図11に示された従来の平面長
方形の高層建物、特に、高層住宅においては、住宅の桁
方向(長手方向)Xは柱30と梁31より成るラーメン
構造の二構面(図参照)ないし三構面(図参照)で構成
し、張り間方向(短手方向)Yは柱と梁の間に耐震壁3
2を設けた独立連層耐震壁構造の構面で構成している。
2. Description of the Related Art In a conventional high-rise building having a plane rectangular shape shown in FIGS. 10 to 11, in particular, in a high-rise house, the girder direction (longitudinal direction) X of the house is a ramen structure composed of columns 30 and beams 31. It consists of framing planes (see the figure) or three framing planes (see the figure), and the stretch direction (short direction) Y is the seismic wall 3 between columns and beams.
It is composed of an independent multi-story earthquake-resistant wall structure with two.

【0003】一般にひろく採用されている”壁式ラーメ
ン鉄筋コンクリート構造”はこの中の一構造形式に位置
づけられる。
The widely adopted "wall type rigid frame reinforced concrete structure" is one of the structural types.

【0004】上記の”桁方向をラーメン構造、張り間方
向を独立連層耐震壁構造で構成される構造”は、平面長
方形の高層住宅の特性、即ち、長手方向Xには開口部3
3が集中し構造壁を設けることは困難であり、一方、短
手方向Yは住戸間の戸境壁があるとの特性を生かした構
造である。従って、平面長方形の高層住宅平面への適応
の利点と経済性から、従来、ほとんど全ての高層住宅に
採用されてきており、事実上、一般的に広く採用された
きた唯一の高層住宅の構造方式であり、間取り方式であ
った。
The above-mentioned "structure in which the girder direction is a rigid frame structure and the straddle direction is an independent multi-story earthquake-resistant wall structure" is a characteristic of a high-rise housing with a rectangular plane, that is, the opening 3 in the longitudinal direction X.
3 is concentrated and it is difficult to provide a structural wall. On the other hand, the lateral direction Y is a structure that takes advantage of the characteristic that there is a boundary wall between dwelling units. Therefore, due to the advantages and economics of adapting to a flat rectangular high-rise house, it has been adopted in almost all high-rise houses in the past, and in fact, is the only high-rise house construction method that has been widely adopted in general. It was a floor plan system.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、この従
来技術の構造方式によると、高層住宅の間取り計画は制
約を受け画一化する。その為、長い間高層住宅の間取り
は、中央部に浴室、便所、洗面、洗濯、台所の設備系室
が位置し、主要居室は、居間+1室(2室)と個室2室
(3室)が設備系室をはさんで分断配置される、典型
的、画一的な間取りであった(図10(b)及び図11
(b)参照)。
However, according to the construction method of the prior art, the floor plan of the high-rise house is restricted and uniform. Therefore, the floor plan of a high-rise house for a long time has a bathroom, toilet, washroom, laundry, and equipment room in the kitchen in the center, and the main living rooms are the living room + 1 room (2 rooms) and the private room 2 rooms (3 rooms). Was a typical, uniform floor plan that was divided by the facility room (Fig. 10 (b) and Fig. 11).
(See (b)).

【0006】その結果、高層住宅は、一戸建て住宅と比
較するとき、居住性において、著しく劣った住空間とな
ってきた。又、従来技術の構成は、設備計画との整合性
に欠け、例えば、10(c)に示したように、給排気ダ
クト34が主要居室の天井を通過せざるを得に構造であ
った。これにより、主要居室の少なくとも一部に低天井
部分が生じ、主要居室の住空間を損なっている。他しか
に、従来技術の高層住宅平面でも、図10に示したよう
な片廊下型から図11に示したような2面採光の階段室
型(フォーク型)へと発展してきたが、今後豊かな住空
間を実現する為のこれ以上の進化はこれ以上望めないの
が現状であった。
As a result, the high-rise housing has become a living space that is remarkably inferior in terms of habitability when compared with a detached house. Further, the configuration of the conventional technique lacks compatibility with the facility plan, and for example, as shown in 10 (c), the air supply / exhaust duct 34 was forced to pass through the ceiling of the main living room. As a result, a low ceiling portion is created in at least a part of the main living room, and the living space of the main living room is damaged. In addition, even in the conventional high-rise residential flats, the one-way corridor type as shown in FIG. 10 has evolved from the two-sided staircase type (fork type) as shown in FIG. The reality is that no further evolution can be expected to realize such a living space.

【0007】なお、高層住宅において、豊かな居住空間
を実現する為には、以下の諸項目を可能にすることが必
要である。
In order to realize a rich living space in a high-rise house, it is necessary to enable the following items.

【0008】(1) ライフスタイル及ライフサイクル
の変化に対応できる住戸平面のオープン化(間取りの自
由設計); (2)給排気ダクトが主要居室の天井を通過しない、個
室の窓が構造壁へ設置可能等の平面計画、構造計画、設
備計画の整合性; (3)住宅内部より外部への多角的且つ広い眺望、拡が
り、開放性; (4)太陽光の時間的変化にも対応可能な住宅内部への
多面採光; (5)居間を中心に、台所、テラス、和室、個室等の空
間を連続一体化可能とし、広い窓、眺望、日当たりと合
わせて快適な生活空間を作り出すことができる住宅内部
空間の拡がり、開放性、連続性; (6)生活空間として重要性を増す明るい台所の創設;
そして、 (7)それらを実現する一般解としての経済性と間取り
方式。
(1) Opening of flats of dwelling units capable of responding to changes in lifestyle and life cycle (free design of floor plan); (2) Air supply / exhaust ducts do not pass through the ceiling of the main room, windows of private rooms are structural walls Consistency of floor plan, structure plan, and facility plan such as installation possibility; (3) Multi-view and wide view, spread, and openness from inside the house to the outside; (4) Possible to cope with temporal changes in sunlight Multi-faceted lighting inside the house; (5) The living room, kitchen, terrace, Japanese-style room, private room, etc. can be continuously integrated to create a comfortable living space with wide windows, views, and sunlight. Expansion of interior space, openness, continuity; (6) Creation of a bright kitchen that becomes more important as a living space;
And (7) Economic efficiency and floor plan method as a general solution to realize them.

【0009】上述した従来技術の構造では、それらを実
現することは、いづれをとっても困難であった。
In the above-mentioned prior art structures, it has been difficult to realize them.

【0010】[0010]

【課題を解決するための手段】そこで本発明は、従来技
術の欠点を解決するものとして、それらに適した平面雁
行形の高層住宅、高層建物ユニット及び平面雁行形の高
層住宅における間取り方式を実現することを目的とす
る。
In order to solve the drawbacks of the prior art, the present invention realizes a floor-planning system for a high-rise house of a plane goose type, a high-rise building unit and a high-rise house of a plane goose type suitable for them. The purpose is to do.

【0011】本発明の第一の態様に係る平面雁行形の高
層住宅においては、高層住宅を骨組みのスパン方向にズ
ラして雁行させると共に、正面側及び背面側のくびれ位
置にある柱を結び且つ高層住宅の重心に対する剛心の偏
心量が小さくできる1又は複数のスパンに沿って少なく
とも1つの連層耐震壁を設けたことを特徴とする。
According to the first aspect of the present invention, in the high-rise house of the plane goose shape, the high-rise house is slid in the span direction of the frame to make the goose go, and the pillars at the constricted positions on the front side and the back side are connected. It is characterized in that at least one multi-story earthquake-resistant wall is provided along one or more spans in which the amount of eccentricity of the center of gravity of a high-rise house can be reduced.

【0012】この態様における好ましい実施例において
は、連層耐震壁は、正面側及び背面側のくびれ位置にあ
る柱を結ぶスパンに直交する正面側及び背面側の高層住
宅の外壁を構成する少なくとも1つのスパンに沿っても
形成されていることを特徴とする。
[0012] In a preferred embodiment of this aspect, the multi-story earthquake-resistant wall constitutes at least one outer wall of a high-rise house on the front side and the back side orthogonal to the span connecting the pillars in the constricted positions on the front side and the back side. It is characterized by being formed along one span.

【0013】この態様における他の好ましい実施例にお
いては、高層住宅の長手方向両端の直交する外壁を構成
する少なくとも1つのスパンに沿って、第二の連層耐震
壁が形成されていることを特徴とする。
In another preferred embodiment of this aspect, the second multi-story earthquake-resistant wall is formed along at least one span constituting the outer walls orthogonal to each other in the longitudinal direction of the high-rise house. And

【0014】この態様におけるさらに他の好ましい実施
例においては、連層耐震壁は、高層住宅の重心、長手方
向中心線及び/又は短手方向中心線に対して、対称に配
置されていることを特徴とする。
In still another preferred embodiment of this aspect, the multistory shear walls are arranged symmetrically with respect to the center of gravity, the longitudinal centerline and / or the lateral centerline of the high-rise housing. Characterize.

【0015】この態様におけるさらに他の好ましい実施
例においては、高層住宅は、短手方向に少なくとも2つ
のスパンを有すると共に、長手方向の1スパンごとに短
手方向に1スパンだけズラされて雁行されていることを
特徴とする。
In still another preferred embodiment of this aspect, the high-rise housing has at least two spans in the lateral direction and is staggered by one span in the lateral direction for each span in the longitudinal direction. It is characterized by

【0016】この態様におけるさらに他の好ましい実施
例においては、高層住宅は、短手方向に少なくとも2つ
のスパンを有すると共に、長手方向の2スパンごとに短
手方向に1スパンだけズラされて雁行されていることを
特徴とする。
[0016] In still another preferred embodiment of this aspect, the high-rise house has at least two spans in the short-side direction, and is staggered by one span in the short-side direction for every two spans in the long-side direction. It is characterized by

【0017】本発明の第二の態様に係る平面雁行形の高
層住宅においては、高層住宅を骨組みのスパン方向にズ
ラして雁行させると共に、高層住宅の長手方向両端の直
交する外壁を構成する少なくとも1つのスパンに沿っ
て、連層耐震壁が形成されていることを特徴とする。
According to the second aspect of the present invention, in the flat goose-shaped high-rise house, the high-rise house is slid in the span direction of the frame to make a geese run, and at least the outer walls of the high-rise house which are orthogonal to each other in the longitudinal direction are formed. The feature is that the multi-story earthquake-resistant wall is formed along one span.

【0018】本発明の第三の態様に係る平面雁行形の高
層住宅においては、高層建物ユニットを平面雁行形とな
るように構成すると共に、耐震性能のバランスを保つ連
層耐震壁を設けることを特徴とする。
In the high-rise house of the plane-shaped goose type according to the third aspect of the present invention, the high-rise building unit is configured to have the shape of a plane-shaped goose, and the multi-story earthquake-resistant wall for keeping the balance of the earthquake resistance performance is provided. Characterize.

【0019】本発明の第四の態様に係る平面雁行形の高
層住宅においては、高層建物ユニットが長手方向に複数
連続して設けることを特徴とする。
In a flat goose type high-rise house according to the fourth aspect of the present invention, a plurality of high-rise building units are continuously provided in the longitudinal direction.

【0020】本発明の第五の態様に係る平面雁行形の高
層住宅における間取り方式は、本発明の第一、第二及び
第四の態様に係る平面雁行形の高層住宅において、正面
側及び背面側のくびれ位置にある柱を結ぶ線に隣接し
て、浴室、便所、洗面、洗濯、台所等の設備系室を集中
して設置してなることを特徴とする。
The floor plan system in the flat-shaped goose type high-rise house according to the fifth aspect of the present invention is as follows: the front side and the back side of the flat-shaped goose type high-rise house according to the first, second and fourth aspects of the present invention. It is characterized in that equipment system rooms such as bathrooms, toilets, washbasins, laundry, and kitchens are centrally installed adjacent to the line connecting the pillars at the side constriction position.

【0021】[0021]

【作用】本発明に係る平面雁行形の高層住宅において
は、高層住宅を骨組みのスパン方向にズラして雁行させ
ると共に、正面側及び背面側のくびれ位置にある柱を結
び且つ高層住宅の重心に対する剛心の偏心量が小さくで
きる1又は複数のスパンに沿って少なくとも1つの連層
耐震壁を設けてあるため、高層住宅の短手方向の水平方
向荷重にも十分な構造的強度を有しており、長手方向の
水平方向荷重に対する構造的強度とバランスしている。
In the flat goose type high-rise house according to the present invention, the high-rise house is slid in the span direction of the skeleton to make a geese run, and the pillars at the constricted positions on the front side and the back side are connected to the center of gravity of the high-rise house. Since at least one multi-story earthquake-resistant wall is provided along one or more spans that can reduce the amount of eccentricity of the rigid center, it has sufficient structural strength for lateral loading in the lateral direction of high-rise housing. And is balanced with structural strength against longitudinal horizontal loads.

【0022】また、高層住宅をスパン方向にズラして雁
行させているため、高層住宅の正面側及び背面側に、そ
れぞれ、1住戸当り少なくとも1つの2方向を向く直交
する開口部が形成される。
Further, since the high-rise houses are slid in the span direction and geese are run, at least one opening for each dwelling unit, which is orthogonal to two directions, is formed on each of the front side and the back side of the high-rise houses. .

【0023】かかる平面雁行形の高層住宅において、正
面側及び背面側のくびれ位置にある柱を結ぶ線に隣接し
て、浴室、便所、洗面、洗濯、台所等の設備系室を集中
して設置した間取り方式は、高層住宅において、豊かな
居住空間を実現する為に必要とされる上述の(1)〜
(7)の諸項目を可能にする。
In such a flat goose-shaped high-rise house, equipment rooms such as bathrooms, toilets, washbasins, laundry and kitchens are centrally installed adjacent to the line connecting the pillars at the constricted positions on the front and back sides. The above-mentioned floor plan method (1), which is required to realize a rich living space in high-rise housing
Enable various items in (7).

【0024】[0024]

【実施例】以下、図面を用いて本発明に係る平面雁行形
の高層住宅、高層建物ユニット及び平面雁行形の高層住
宅における間取り方式について図面を用いて詳細に説明
する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A planing type high-rise house, a high-rise building unit, and a floor plan system in a planing goosen type high-rise house according to the present invention will be described in detail below with reference to the drawings.

【0025】図1〜図4は、それぞれ、本発明に係る平
面雁行形の高層住宅の骨組みフレームを示した平面図で
ある。
1 to 4 are plan views showing a frame structure of a plane goose type high-rise house according to the present invention.

【0026】図1の骨組みフレームにおいて、平面雁行
形の高層住宅外周の柱1、内部柱4並びに柱1同志の間
に架設された梁2及び柱1と内部柱4の間に架設された
梁5は、ラーメン構造を構成する。高層住宅の正面側及
び背面側のくびれ位置にある柱1、1及びそれらを結ぶ
梁2、2の内側には、高層住宅の最下階から最上階まで
延びる連層耐震壁3aが配置されている。図示された好
ましい実施例では、連層耐震壁3aに直交する同様の連
層耐震壁3bが、高層住宅の外壁を構成する柱1、1及
びそれらを結ぶ梁2、2の内側にも配置されている。図
示された好ましい実施例では、さらに、相互に直交する
連層耐震壁3c、3cが、高層住宅の長手方向両端の直
交する外壁を構成する柱1、1及びそれらを結ぶ梁2、
2の内側にも配置されている。
In the frame frame shown in FIG. 1, a pillar 1, an inner pillar 4, and a beam 2 installed between the pillar 1 and the inner pillar 4 on the outer periphery of a high-rise house of a plane goose shape, and a beam installed between the pillar 1 and the inner pillar 4. 5 constitutes a ramen structure. Inside the columns 1 and 1 and the beams 2 and 2 that connect the front and back sides of the high-rise house in the constricted position, a multi-story earthquake-resistant wall 3a extending from the lowest floor to the highest floor of the high-rise house is arranged. There is. In the illustrated preferred embodiment, a similar multi-story earthquake-resistant wall 3b orthogonal to the multi-story earthquake-resistant wall 3a is also arranged inside the pillars 1 and 1 and the beams 2 and 2 that connect the same to the outer wall of the high-rise house. ing. In the illustrated preferred embodiment, the multi-story earthquake-resistant walls 3c and 3c that are orthogonal to each other further form columns 1 and 1 and beams 2 that connect the outer walls that are orthogonal to each other at both longitudinal ends of the high-rise housing.
It is also placed inside 2.

【0027】かかる構造を有する高層住宅は、地震時に
おける長手方向の水平荷重を、ラーメン構造によって支
持し、一方、短手方向の水平荷重は、連層耐震壁3a、
連層耐震壁3b及び連層耐震壁3cによって支持する。
これによって、高層住宅は地震に対してバランスのとれ
た構造的強度を有することになる。
The high-rise housing having such a structure supports the horizontal load in the longitudinal direction at the time of an earthquake by the rigid frame structure, while the horizontal load in the lateral direction supports the multi-story earthquake-resistant walls 3a,
It is supported by the multi-story earthquake-resistant wall 3b and the multi-story earthquake-resistant wall 3c.
This will result in the high-rise housing having a balanced structural strength against earthquakes.

【0028】図1の高層住宅は、短手方向に2つのスパ
ンを有すると共に、長手方向の2スパンごとに短手方向
に1スパンだけ4回ズラして雁行させたものであるが、
雁行のさせ方は種々存在する。例えば、図2のように、
長手方向の1スパンごとに短手方向に1スパンだけズラ
して雁行させても、あるいは、図3のように、長手方向
の2スパンごとに短手方向に1スパンだけズラしたもの
と長手方向の1スパンごとに短手方向に1スパンだけズ
ラしたものとを混在させることもできる。
The high-rise house shown in FIG. 1 has two spans in the lateral direction and is slid four times in the lateral direction for every two spans in the longitudinal direction to make a geese run.
There are various ways to make geese. For example, as shown in Figure 2,
Even if one span in the longitudinal direction is slid only one span in the lateral direction to make a geese run, or, as shown in FIG. 3, every two spans in the longitudinal direction are offset by one span in the lateral direction. It is also possible to mix with each one of the above-mentioned ones shifted by one span in the lateral direction.

【0029】図2に示された実施例では、また、高層住
宅の両端から2番目の中間柱4と1番目のくびれ位置に
ある柱1及びそれらを結ぶ梁5、5の内側に、相互に直
交する連層耐震壁3d、3dが配置されており、さら
に、高層住宅の両端から3番目の中間柱4と2番目のく
びれ位置にある柱1及び3番目の中間柱4と3番目のく
びれ位置にある柱1並びにそれらを結ぶ梁5、5の内側
に、相互に直交する連層耐震壁3e、3eが配置されて
いる。
In the embodiment shown in FIG. 2, the second middle pillar 4 and the first constricted pillar 1 from both ends of the high-rise housing and the beams 5 and 5 connecting them are mutually connected to each other. The multi-story earthquake-resistant walls 3d and 3d that are orthogonal to each other are arranged. Furthermore, the third middle pillar 4 and the third middle pillar 4 and the third waist in the second constricted position from both ends of the high-rise housing Inside the columns 1 at the positions and the beams 5, 5 connecting them, the multi-story earthquake-resistant walls 3e, 3e orthogonal to each other are arranged.

【0030】この高層住宅では、連層耐震壁が高層住宅
の重心に対する剛心の偏心量が小さくできる2のスパン
に沿って配置されている。その結果、高層住宅の長手方
向の中心線、短手方向の中心線に対して、連層耐震壁が
線対称に配置されており、また、重心に対して点対称に
配置されている。これにより、高層住宅の水平荷重に対
する各方向の構造的強度は理想的にバランスされる。
In this high-rise house, the multi-story earthquake-resistant walls are arranged along two spans that can reduce the amount of eccentricity of the rigid center with respect to the center of gravity of the high-rise house. As a result, the multi-story earthquake-resistant walls are arranged line-symmetrically with respect to the center line in the longitudinal direction and the center line in the lateral direction of the high-rise house, and are also arranged point-symmetrically with respect to the center of gravity. This ideally balances the structural strength of a high-rise house in each direction against horizontal loads.

【0031】図4に示された高層住宅では、両端から2
番目の中間柱4と1番目のくびれ位置にある柱1及びそ
れらを結ぶ梁5、5の内側に、相互に直交する連層耐震
壁3d、3dが配置されている。さらに、中央の中間柱
4の両側に位置する中間柱6,6及びそれらを結ぶ梁
5、5の内側に連層耐震壁3fが、そして、この連層耐
震壁3fに直交する連層耐震壁3が設けられている。
In the high-rise house shown in FIG. 4, 2 from both ends.
Inside the first intermediate column 4 and the first column 1 at the first constricted position and the beams 5 and 5 connecting them, multi-story earthquake-resistant walls 3d and 3d orthogonal to each other are arranged. Furthermore, the multi-story earthquake-resistant wall 3f is located inside the intermediate columns 6, 6 and the beams 5, 5 that connect them on both sides of the middle intermediate column 4, and the multi-story earthquake-resistant wall orthogonal to this multi-story earthquake-resistant wall 3f. 3 is provided.

【0032】この高層住宅では、住戸の平面形状が種々
異なっており、間取りの自由度が増す利点がある。
In this high-rise house, the plane shapes of the dwelling units are variously different, which has the advantage of increasing the degree of freedom in the floor plan.

【0033】図5は、複雑な形状の敷地に建てられる複
数棟の高層住宅の平面図であるが、種々の雁行方式の高
層住宅が示されている。
FIG. 5 is a plan view of a plurality of high-rise houses built on a complex-shaped site, showing various types of high-rise houses of the geese type.

【0034】図6は、図5の敷地の上方に点在して建て
られている高層住宅の骨組みフレームの平面図である。
FIG. 6 is a plan view of a frame frame of a high-rise house that is scattered and constructed above the site of FIG.

【0035】この高層住宅は、同一平面に2戸の住戸を
配置し得る最小サイズのものである。この高層住宅で
は、相互に直交する連層耐震壁3c、3cが、高層住宅
の長手方向両端にのみ配置されている。すなわち、高層
住宅の正面側及び背面側のくびれ位置にある柱1、1及
びそれらを結ぶ梁2、2の内側に配置されるべき連層耐
震壁3aや、それらに直交する連層耐震壁3bは設けら
れていない。連層耐震壁3c、3cの設置だけで、高層
住宅の長手方向及び短手方向の構造的強度はバランスし
ているからである。また、この高層住宅は、住戸の間取
りに柔軟性が生じ、平面計画並びに設備計画との整合性
を計ることができる。
This high-rise house has the smallest size in which two dwelling units can be arranged on the same plane. In this high-rise house, the multi-story earthquake-resistant walls 3c, 3c orthogonal to each other are arranged only at both ends in the longitudinal direction of the high-rise house. That is, the multi-story earthquake-resistant wall 3a and the multi-story earthquake-resistant wall 3b orthogonal to the columns 1 and 1 and the beams 2 and 2 that connect them at the constricted positions on the front and back sides of the high-rise house. Is not provided. This is because the structural strength in the longitudinal direction and the lateral direction of the high-rise house is balanced only by installing the multi-story earthquake-resistant walls 3c and 3c. In addition, this high-rise house has flexibility in the layout of the dwelling units and can be consistent with the floor plan and facility plan.

【0036】上述したいずれの高層住宅も、長手方向の
梁2と短手方向の梁2とは同一長さとなっているが、も
ちろん、両者は異なる長さとすることもできるし、短手
方向のスパン数も2以上であれば、いくつでも良く、ま
た、雁行させる長手方向のスパン数も、高層住宅の設計
に合せて任意に選択し得る。
In any of the above-mentioned high-rise houses, the longitudinal beam 2 and the lateral beam 2 have the same length, but of course, both can have different lengths, and the lateral beam 2 can also have different lengths. The number of spans may be any number as long as it is 2 or more, and the number of spans in the longitudinal direction to make a goose can be arbitrarily selected according to the design of the high-rise house.

【0037】又、本発明の範囲で考えられる他の変形実
施例として、図7に示したような平面雁行形高層住宅の
外周の架溝にウォールガーダー7を設ける方式、或い
は、図8に示したような”中間柱6を増設する方式”
(スキンストラクチュア)、或いは、それらと連層耐震
壁3との組み合わせ方式、或いは、隣接するフレームで
連層耐震壁を補強する方式、更に、それらの構成による
外周架溝に水平力を負担させ内部柱4及び梁5の全部若
しくは一部を設けない方式がある。いずれにしても、平
面雁行形の高層住宅の耐震性能の向上を図る方式として
は、種々の変形が可能である。
Further, as another modified embodiment conceivable within the scope of the present invention, a system in which a wall girder 7 is provided in a bridge groove on the outer periphery of a flat goose type high-rise house as shown in FIG. 7, or as shown in FIG. "A method to add more intermediate pillars 6"
(Skin structure), or a combination method of them and the multi-story earthquake-proof wall 3, or a method of reinforcing the multi-story earthquake-resistant wall with an adjacent frame, and further, the horizontal force is applied to the outer circumferential bridge groove by these configurations, and the internal There is a system in which all or some of the columns 4 and beams 5 are not provided. In any case, various modifications can be made as a method for improving the seismic performance of a plane goose type high-rise house.

【0038】以上において、連層構造壁3を設けること
で、開口部の設置が制限され、その処理が困難なように
思われるが、図7(b)及び(c)に示されるように、
耐震壁3を、間取り平面計画において個室の小開口部8
若しくは出入口部に位置するように配置すると共に、図
示の通り、l/L≦0.4かつ(a/A)1/2≦0.
4の範囲の開口とすることで、構造壁の性能を損なわな
いようにすることができ、従って、住宅の間取り計画に
影響を与えることは全くない。
In the above, by providing the multi-layer structure wall 3, the installation of the opening is limited, and it seems that the treatment is difficult. However, as shown in FIGS. 7 (b) and 7 (c),
The seismic wall 3 is used as a small opening 8 in a private room in the floor plan.
Alternatively, it is arranged so as to be located at the entrance / exit, and as shown in the drawing, 1 / L ≦ 0.4 and (a / A) 1/2 ≦ 0.
By setting the opening in the range of 4, it is possible to prevent the performance of the structural wall from being impaired, and thus does not affect the floor plan of the house at all.

【0039】次に、平面雁行形の高層住宅における間取
り方式の構成を図示の実施例について説明する。
Next, the construction of the floor plan system in a high-rise house with a plano-goose type will be described with reference to the illustrated embodiment.

【0040】図9は、図1に示された骨組みフレームを
有する平面雁行形の高層住宅における間取りを説明する
ための図である。
FIG. 9 is a view for explaining a floor plan in a flat goose type high-rise house having the frame frame shown in FIG.

【0041】図9(b)において、2つの住戸は、連層
耐震壁3aによって分離されており、各住戸の浴室、便
所、洗面、洗濯、台所の設備系室9は連層耐震壁3aに
隣接して且つ集めて配置されている。図9(c)は、各
住戸の設備系室9が占める部分を模擬的に示したもので
ある。平面雁行形を生かした設備系室9の配置、すなわ
ち、2住戸の設備系室9を背中合わせに集中配置するこ
とによって、設備配管ダクト類は設備系室9内で処理で
き、居間、個室等の主要居室10の空間に影響を与える
ことは全くない。
In FIG. 9 (b), the two dwelling units are separated by the multi-story earthquake-resistant wall 3a, and the bathroom, toilet, washroom, laundry, and kitchen equipment room 9 of each dwelling unit is formed into the multi-story earthquake-resistant wall 3a. They are located adjacent to each other and collectively. FIG. 9C schematically shows a portion occupied by the equipment room 9 of each dwelling unit. By arranging the equipment room 9 making use of the plane geese shape, that is, by arranging the equipment rooms 9 of two dwelling units in a back-to-back centralized manner, equipment piping ducts can be treated in the equipment room 9 such as a living room or a private room. It does not affect the space of the main living room 10 at all.

【0042】図6は、図5の敷地上方に点在して建てら
れた平面雁行形の高層住宅の間取りの一実施例を説明す
るための図である。
FIG. 6 is a diagram for explaining an example of the floor plan of a high-rise house in the shape of a flat goose, which is built up scattered over the site of FIG.

【0043】図6(b)において、2つの住戸は、連層
耐震壁ではない戸境壁11によって分離されており、各
住戸の浴室、便所、洗面、洗濯、台所の設備系室9は戸
境壁11に隣接して且つ集めて配置されている。図6
(c)は、各住戸の設備系室9が占める部分を模擬的に
示したものである。
In FIG. 6 (b), the two dwelling units are separated by a boundary wall 11 that is not a multi-story earthquake-resistant wall, and the equipment room 9 of the bathroom, toilet, washroom, laundry, and kitchen of each dwelling unit is a unit. It is arranged adjacent to the boundary wall 11 and collectively. Figure 6
(C) is a model showing a portion occupied by the equipment room 9 of each dwelling unit.

【0044】図6及び図9に示されているように、本発
明の間取り方式は、以下の効果を奏するものである。 (1) 平面雁行形の高層住宅において、耐震性能のバ
ランスをとりやすい。
As shown in FIGS. 6 and 9, the floor plan system of the present invention has the following effects. (1) It is easy to balance the seismic performance of high-rise flat-gray-type houses.

【0045】すなわち、長方形平面と比べて、一般的に
雁行形平面の場合、耐震壁の配置に制約があり、住宅の
重心と剛心がずれやすいが、本発明の構成によって、耐
震性能バランスがとりやすくなり経済的な設計が可能と
なる。 (2) 平面雁行形が連続する高層住宅の設計が容易に
なる。
That is, in comparison with the rectangular plane, generally, in the case of the goose-shaped plane, there is a restriction on the arrangement of the seismic wall, and the center of gravity and the rigid center of the house are likely to deviate, but the structure of the present invention provides a balance of seismic performance. Easy to take and economical design is possible. (2) It becomes easy to design a high-rise house with a series of flat geese.

【0046】すなわち、一般的に平面雁行形が連続する
場合、耐震設計が複雑になり、特に平面雁行形が接合す
る箇所に弱点が発生しやすいが、本発明の構成によっ
て、平面雁行形が連続する高層住宅の欠点を改善でき
る。 (3) 高層住宅の発展・進化型として、経済性を備え
た一般解(ひろく普及する型)としての平面雁行形の高
層住宅が成立する。
That is, in general, when the plane geese shape is continuous, the seismic design becomes complicated, and a weak point is apt to occur particularly at the joint of the plane geese shapes. However, the structure of the present invention makes the plane geese shape continuous. The drawbacks of high-rise housing can be improved. (3) As a development / evolution type of high-rise housing, a plane goose-shaped high-rise housing is established as a general solution with economic efficiency (a widely popular type).

【0047】すなわち、これまでの一般解としての、平
面長方形の片廊下型及び階段室型の高層住宅が持つ制約
と欠点を改良し、発展・進化する新しい型としての平面
雁行形の高層住宅の一般解が成立する。 (4) 住宅平面のオープン化が可能となる。
That is, as a general solution up to now, the restrictions and drawbacks of the flat rectangular one-hall corridor type and staircase type high-rise houses have been improved, and a new type of flat goose type high-rise houses as a new type that develops and evolves The general solution holds. (4) It becomes possible to open the housing floor.

【0048】すなわち、従来技術では困難であり、一戸
建住宅と比べて、高層住宅がもつ欠点を解決できる。ラ
イフスタイルに対応する自由設計の間取り、ライフサイ
クルの変化に対応する間取り変更ができ、住宅平面のオ
ープン化が実現できる。 (5) 高層住宅の平面計画、構造計画、設備計画の整
合性が可能になる。
That is, it is difficult with the conventional technique, and it is possible to solve the drawback of a high-rise house as compared with a single-family house. The floor plan can be freely changed according to the lifestyle and the floor plan can be changed according to changes in the life cycle. (5) Consistency of floor plan, structure plan, and facility plan of high-rise housing is possible.

【0049】すなわち、これまで高層住宅では、構造計
画が主導的で平面計画は制約を受け、特に、設備計画と
の整合性に欠けていた。例えば、給排気ダクトが主要居
室を通過する等である。従来技術と比べて、本発明の間
取り方式は、構造壁の配置、設備系室の配置、構造壁と
窓等開口の整理により、その欠点を解消できる。 (6) 高層住宅における住空間の居住性が飛躍的に高
まる。
That is, up to now, in high-rise houses, the structural plan has been the lead and the floor plan has been restricted, and in particular, it has lacked consistency with the facility plan. For example, the air supply / exhaust duct passes through the main living room. Compared with the prior art, the floor plan method of the present invention can eliminate the drawbacks by arranging the structural walls, arranging the equipment room, and arranging openings such as the structural wall and windows. (6) The habitability of living spaces in high-rise housing will dramatically increase.

【0050】すなわち、従来技術では実現することが困
難であった住空間の居住性に関する以下の諸項目につい
て、それを可能にすることができる。
That is, it is possible to enable the following various items relating to the habitability of the living space, which were difficult to realize by the conventional technique.

【0051】a)太陽等外光の時間変化を住宅内部に取
り入れる多面採光; b)広い眺望、拡がり、開放性の為の多角度的なひろい
窓開口; c)住空間内部の拡がり、開放性、連続性; d)明るい台所; e)設備ダクトに影響されない高い天井; f)生活空間としてインドア化したテラス; g)住まい手にあった自由な間取り;そして、 h)家具的間仕切りによる連続住空間。
A) Multi-sided lighting that takes in temporal changes in external light such as the sun into the interior of the house; b) Wide view, spread, and multi-angle wide window openings for openness; c) Expansion of the interior of the living space, openness , Continuity; d) bright kitchen; e) high ceiling that is not affected by equipment ducts; f) indoor terrace as living space; g) free floor plan that suits the resident; and h) continuous living with furniture-like partitions space.

【0052】[0052]

【発明の効果】本発明に係る平面雁行形の高層住宅にお
いては、高層住宅を骨組みのスパン方向にズラして雁行
させると共に、正面側及び背面側のくびれ位置にある柱
を結び且つ高層住宅の重心に対する剛心の偏心量が大き
くならない1又は複数のスパンに沿って少なくとも1つ
の連層耐震壁を設けてあるため、高層住宅の短手方向の
水平方向荷重にも十分な構造的強度を有しており、長手
方向の水平方向荷重に対する構造的強度とバランスして
いる。
EFFECTS OF THE INVENTION In the high-rise house of the plane goose type according to the present invention, the high-rise house is slid in the span direction of the frame to make a geese run, and the pillars at the constricted positions on the front side and the back side are connected and the high-rise house is connected. Since at least one multi-story earthquake-resistant wall is installed along one or more spans where the amount of eccentricity of the rigid center with respect to the center of gravity does not increase, it has sufficient structural strength for horizontal loading in the lateral direction of high-rise housing. It is balanced with the structural strength against the horizontal load in the longitudinal direction.

【0053】また、本発明に係る平面雁行形の高層住宅
における間取り方式は、正面側及び背面側のくびれ位置
にある柱を結ぶ線に隣接して、浴室、便所、洗面、洗
濯、台所等の設備系室を集中して設置してあるため、一
戸建て住宅に匹敵する、あるいはそれを凌ぐ豊かな居住
空間を実現する為に必要とされる諸条件を満たすことが
できる効果がある。
Further, the floor plan system in the flat-shaped goose type high-rise house according to the present invention is used in bathrooms, toilets, washbasins, laundry, kitchens, etc., adjacent to the line connecting the pillars at the constricted positions on the front and back sides. Since the equipment rooms are centrally installed, there is an effect that various conditions required for realizing a rich living space that is equal to or surpassing that of a detached house can be achieved.

【図面の簡単な説明】[Brief description of drawings]

【図1】 本発明に係る平面雁行形の高層住宅の骨組み
フレームの一実施例を示した平面図である。
FIG. 1 is a plan view showing an embodiment of a frame structure of a plane goose type high-rise house according to the present invention.

【図2】 本発明に係る平面雁行形の高層住宅の骨組み
フレームの他の実施例を示した平面図である。
FIG. 2 is a plan view showing another embodiment of the frame structure of the flat-crown-shaped high-rise house according to the present invention.

【図3】 本発明に係る平面雁行形の高層住宅の骨組み
フレームのさらに他の実施例を示した平面図である。
FIG. 3 is a plan view showing still another embodiment of a frame structure of a plane goose type high-rise house according to the present invention.

【図4】 本発明に係る平面雁行形の高層住宅の骨組み
フレームのさらに他の実施例を示した平面図である。
FIG. 4 is a plan view showing still another embodiment of the frame structure of the plane goose type high-rise house according to the present invention.

【図5】 複雑な形状の敷地に建てられる複数棟の高層
住宅の平面図である。
FIG. 5 is a plan view of a plurality of high-rise houses built on a complex-shaped site.

【図6】 図5の敷地上方に点在して建てられた平面雁
行形の高層住宅の間取りの一実施例を説明するための図
であり、(a)は骨組みフレームの平面図、(b)は平
面雁行形の高層住宅における間取りの平面図、そして、
(c)は設備系室の占める位置を説明するための平面図
である。
FIG. 6 is a view for explaining an example of the floor plan of a high-rise house with a plano-goose shape that is scattered over the site in FIG. 5, and (a) is a plan view of a frame frame; ) Is a plan view of the floor plan in a high-rise house with a plano-lined shape, and
(C) is a top view for demonstrating the position which an equipment system room occupies.

【図7】 本発明の範囲で考えられる他の変形実施例を
説明するための図であり、(a)は骨組みフレームの平
面図、(b)はその正面図、そして、(c)はI−I線
断面図である。
7A and 7B are views for explaining another modification example conceivable within the scope of the present invention, in which FIG. 7A is a plan view of a frame, FIG. 7B is a front view thereof, and FIG. It is a -I line sectional view.

【図8】 本発明の範囲で考えられるさらに他の変形実
施例を説明するための図であり、(a)は骨組みフレー
ムの平面図、そして、(b)はその正面図である。
8A and 8B are views for explaining still another modified embodiment conceivable within the scope of the present invention, in which FIG. 8A is a plan view of a frame and FIG. 8B is a front view thereof.

【図9】 図1に示された骨組みフレームを有する平面
雁行形の高層住宅における間取りの一実施例を説明する
ための図であり、(a)は骨組みフレームの平面図、
(b)は平面雁行形の高層住宅における間取りの平面
図、そして、(c)は設備系室の占める位置を説明する
ための平面図である。
FIG. 9 is a view for explaining an example of a floor plan in a plane goose type high-rise house having the frame frame shown in FIG. 1, and (a) is a plan view of the frame frame;
(B) is a plan view of a floor plan in a high-rise house with a plano-line shape, and (c) is a plan view for explaining the position occupied by the equipment room.

【図10】 従来の平面長方形の高層建物を説明するた
めの図で、(a)は骨組みフレームの平面図、そして、
(b)はその正面図である。
FIG. 10 is a view for explaining a conventional plane rectangular high-rise building, in which (a) is a plan view of a frame and
(B) is the front view.

【図11】 従来の他の形式の平面長方形の高層建物を
説明するための図で、(a)は骨組みフレームの平面
図、(b)はその正面図、そして、(c)は設備系室の
占める位置を説明するための平面図である。
11A and 11B are views for explaining another conventional type of rectangular high-rise building, in which (a) is a plan view of a frame, (b) is a front view thereof, and (c) is an equipment room. It is a top view for explaining the position which is occupied.

【符号の説明】[Explanation of symbols]

1 柱 2 梁 3 連層耐震壁 4 中間柱 5 梁 6 中間柱 7 ウォールガーダー 8 小開口部 9 設備系室 10 主要居室 11 戸境壁 1 Pillar 2 Beam 3 Multi-story earthquake-resistant wall 4 Middle pillar 5 Beam 6 Middle pillar 7 Wall girder 8 Small opening 9 Equipment room 10 Main living room 11 Separated wall

Claims (10)

【特許請求の範囲】[Claims] 【請求項1】高層住宅を骨組みのスパン方向にズラして
雁行させると共に、正面側及び背面側のくびれ位置にあ
る柱を結び且つ高層住宅の重心に対する剛心の偏心量が
大きくならない1又は複数のスパンに沿って少なくとも
1つの連層耐震壁を設けたことを特徴とする平面雁行形
の高層住宅。
1. A high-rise house is slid in a span direction of a frame to make a geese run, and pillars at constriction positions on the front side and the back side are connected, and the eccentricity of the rigid center with respect to the center of gravity of the high-rise house does not become large. A high-rise house in the shape of a plane, characterized by having at least one multi-story earthquake-resistant wall along the span of.
【請求項2】請求項1に記載の平面雁行形の高層住宅に
おいて、前記連層耐震壁は、正面側及び背面側のくびれ
位置にある柱を結ぶスパンに直交する正面側及び背面側
の高層住宅の外壁を構成する少なくとも1つのスパンに
沿っても形成されていることを特徴とする平面雁行形の
高層住宅。
2. The high-rise flat-crown-shaped house according to claim 1, wherein the multi-story earthquake-resistant wall is a high-rise building on the front and rear sides orthogonal to a span connecting pillars at constricted positions on the front and back sides. A flat goose-shaped high-rise house, which is also formed along at least one span forming the outer wall of the house.
【請求項3】請求項1又は2に記載の平面雁行形の高層
住宅において、高層住宅の長手方向両端の直交する外壁
を構成する少なくとも1つのスパンに沿って、第二の連
層耐震壁が形成されていることを特徴とする平面雁行形
の高層住宅。
3. The plane goose-shaped high-rise house according to claim 1 or 2, wherein the second multi-layered earthquake-resistant wall is provided along at least one span that constitutes outer walls orthogonal to each other in the longitudinal direction of the high-rise house. A high-rise house with a flat-faced goose shape, which is characterized by being formed.
【請求項4】請求項1から3のいずれかに記載の平面雁
行形の高層住宅において、前記連層耐震壁は、高層住宅
の重心、長手方向中心線及び/又は短手方向中心線に対
して、対称に配置されていることを特徴とする平面雁行
形の高層住宅。
4. The plane goose-shaped high-rise house according to any one of claims 1 to 3, wherein the multi-story earthquake-resistant wall is with respect to the center of gravity, the longitudinal centerline and / or the lateral centerline of the high-rise house. The flat-shaped goose-shaped high-rise housing is characterized by being symmetrically arranged.
【請求項5】請求項1から4のいずれかに記載の平面雁
行形の高層住宅において、前記高層住宅は、短手方向に
少なくとも2つのスパンを有すると共に、長手方向の1
スパンごとに短手方向に1スパンだけズラされて雁行さ
れていることを特徴とする平面雁行形の高層住宅。
5. The plane goose type high-rise house according to any one of claims 1 to 4, wherein the high-rise house has at least two spans in a lateral direction and a longitudinal direction of 1
This is a high-rise house with a flat-faced goose shape, characterized in that each span is slid for one span in the short-side direction and geeseed.
【請求項6】請求項1から4のいずれかに記載の平面雁
行形の高層住宅において、前記高層住宅は、短手方向に
少なくとも2つのスパンを有すると共に、長手方向の2
スパンごとに短手方向に1スパンだけズラされて雁行さ
れていることを特徴とする平面雁行形の高層住宅。
6. The plane goose type high-rise house according to any one of claims 1 to 4, wherein the high-rise house has at least two spans in a lateral direction and a longitudinal direction of 2
This is a high-rise house with a flat-faced goose shape, characterized in that each span is slid for one span in the short-side direction and geeseed.
【請求項7】高層住宅を骨組みのスパン方向にズラして
雁行させると共に、高層住宅の長手方向両端の直交する
外壁を構成する少なくとも1つのスパンに沿って、連層
耐震壁が形成されていることを特徴とする平面雁行形の
高層住宅。
7. A multi-story earthquake-resistant wall is formed along a span of a skeleton by sliding a high-rise house to make a geese run, and along at least one span forming an outer wall orthogonal to each other at longitudinal ends of the high-rise house. This is a high-rise house with a flat-faced geese shape.
【請求項8】高層建物ユニットを平面雁行形となるよう
に構成すると共に、耐震性能のバランスを保つ連層耐震
壁を設けることを特徴とする高層建物ユニット。
8. A high-rise building unit, characterized in that the high-rise building unit is configured to have a plane geese shape, and a multi-story earthquake-resistant wall for maintaining a balance of earthquake resistance performance is provided.
【請求項9】上記高層建物ユニットが長手方向に複数連
続して設けられてなる平面雁行形の高層住宅。
9. A plane goose-shaped high-rise house in which a plurality of the high-rise building units are continuously provided in the longitudinal direction.
【請求項10】請求項1から7、又は9のいずれかに記
載の平面雁行形の高層住宅における間取り方式であっ
て、正面側及び背面側のくびれ位置にある柱を結ぶ線に
隣接して、浴室、便所、洗面、洗濯、台所等の設備系室
を集中して設置してなることを特徴とする平面雁行形の
高層住宅における間取り方式。
10. A floor plan system for a high-rise flat-faced goose type house according to any one of claims 1 to 7 or 9, which is adjacent to a line connecting pillars at the constricted positions on the front side and the back side. , Floor plan system for high-rise flat-gray houses, which is characterized by centrally installing equipment rooms such as bathrooms, toilets, washrooms, laundry, kitchens.
JP35333893A 1993-12-29 1993-12-29 Floor plan for a high-rise house with a plane-geese and a high-rise house with a plane-geese Expired - Fee Related JP2862780B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35333893A JP2862780B2 (en) 1993-12-29 1993-12-29 Floor plan for a high-rise house with a plane-geese and a high-rise house with a plane-geese

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35333893A JP2862780B2 (en) 1993-12-29 1993-12-29 Floor plan for a high-rise house with a plane-geese and a high-rise house with a plane-geese

Publications (2)

Publication Number Publication Date
JPH07197674A true JPH07197674A (en) 1995-08-01
JP2862780B2 JP2862780B2 (en) 1999-03-03

Family

ID=18430176

Family Applications (1)

Application Number Title Priority Date Filing Date
JP35333893A Expired - Fee Related JP2862780B2 (en) 1993-12-29 1993-12-29 Floor plan for a high-rise house with a plane-geese and a high-rise house with a plane-geese

Country Status (1)

Country Link
JP (1) JP2862780B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009133076A (en) * 2007-11-29 2009-06-18 Sumitomo Mitsui Construction Co Ltd Highrise building
JP2011241607A (en) * 2010-05-19 2011-12-01 Sumitomo Mitsui Construction Co Ltd Building
JP2013019217A (en) * 2011-07-13 2013-01-31 Taisei Corp Frame structure of apartment house
JP2020056161A (en) * 2018-09-28 2020-04-09 大和ハウス工業株式会社 Multiple dwelling house

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009133076A (en) * 2007-11-29 2009-06-18 Sumitomo Mitsui Construction Co Ltd Highrise building
JP2011241607A (en) * 2010-05-19 2011-12-01 Sumitomo Mitsui Construction Co Ltd Building
JP2013019217A (en) * 2011-07-13 2013-01-31 Taisei Corp Frame structure of apartment house
JP2020056161A (en) * 2018-09-28 2020-04-09 大和ハウス工業株式会社 Multiple dwelling house

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