JPH10306604A - High-rise multiple dwelling house - Google Patents
High-rise multiple dwelling houseInfo
- Publication number
- JPH10306604A JPH10306604A JP11545897A JP11545897A JPH10306604A JP H10306604 A JPH10306604 A JP H10306604A JP 11545897 A JP11545897 A JP 11545897A JP 11545897 A JP11545897 A JP 11545897A JP H10306604 A JPH10306604 A JP H10306604A
- Authority
- JP
- Japan
- Prior art keywords
- beams
- zones
- dwelling
- structural walls
- dwelling house
- 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
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は高層集合住宅建築、
特に建物全体の耐震構造技術に係るものである。TECHNICAL FIELD The present invention relates to a high-rise apartment building,
In particular, it relates to technology for earthquake-resistant structures of the entire building.
【0002】[0002]
【従来の技術】従来の高層集合住宅では、各階に5m〜
7mグリッドで柱が配置されている。2. Description of the Related Art In a conventional high-rise apartment building, each floor has a height of 5 m or more.
The columns are arranged in a 7 m grid.
【0003】[0003]
【発明が解決しようとする課題】従って従来の高層集合
住宅においては、住戸空間内にも柱や梁が存在するのが
一般的であり、このため、柱や梁が住戸プラニングを行
う上での大きな制約になっている。本発明はこのような
問題点に鑑みて提案されたもので、その目的とするとこ
ろは自由な住戸プラニングが行われ、しかも制震効果が
優れ、万一の地震災害に対して主要構造部が健在で、一
部、制震装置の交換のみで復旧が可能となる高層集合住
宅を提供する点にある。Therefore, in a conventional high-rise apartment house, columns and beams are generally present in the dwelling unit space. Therefore, the columns and beams are not used for planning the dwelling units. It is a big constraint. The present invention has been proposed in view of such a problem, and its purpose is to perform free dwelling unit planning, and at the same time, has excellent seismic control effects, so that the main structural parts can be used in the event of an earthquake disaster. The aim is to provide a high-rise apartment house that is alive and can be restored in part only by replacing the vibration control device.
【0004】[0004]
【課題を解決するための手段】前記の目的を達成するた
め、本発明に係る高層集合住宅は、制震装置付き構造壁
で構成されたコアゾーンと、建物外周を除き柱、梁を設
けない住宅ゾーンとが設けられた多数階よりなる高層集
合住宅において、1以上の特定階に住宅ゾーンにも梁及
び構造壁を設けている。In order to achieve the above-mentioned object, a high-rise apartment building according to the present invention comprises a core zone constituted by a structural wall with a vibration control device, and a house having no columns or beams except for the outer periphery of the building. In a high-rise apartment building composed of multiple floors provided with zones, beams and structural walls are also provided in the housing zone on one or more specific floors.
【0005】請求項2の発明によれば、前記特定階に共
用設備や共用消火設備が設けられている。請求項3の発
明によれば、前記制震装置付構造壁には極低降伏鋼制震
装置が設けられている。[0005] According to the invention of claim 2, a common facility and a common fire extinguishing facility are provided on the specific floor. According to the invention of claim 3, an extremely low yield steel damping device is provided on the structural wall with the damping device.
【0006】[0006]
【発明の実施の形態】以下、本発明を本発明の最も好ま
しい実施の形態を示す図面について説明する。図1は高
層集合住宅の縦断面図、図2は同高層集合住宅の基準階
を示し、同基準階は極低降伏点鋼パネル付き構造壁1と
柱2と梁2′で構成されたコアゾーンAと、建物外壁に
面し、内部の柱、梁が省略された住宅ゾーンBと、前記
両ゾーンA、B間に介在された設備ゾーンCより構成さ
れている。前記コアゾーンAには階段室昇降機、PS
(パイピング及びダクトスペース)等が配設されてい
る。DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the drawings showing the most preferred embodiments of the present invention. FIG. 1 is a longitudinal sectional view of a high-rise apartment building, and FIG. 2 shows a reference floor of the high-rise apartment building. The reference floor is a core zone composed of a structural wall 1 with extremely low yield point steel panels, columns 2 and beams 2 ′. A, a housing zone B facing the outer wall of the building and having no internal columns and beams, and a facility zone C interposed between the zones A and B. In the core zone A, a staircase elevator, PS
(Piping and duct space).
【0007】前記住宅ゾーンBはフラットスラブ工法に
よって柱、梁のない自由な戸境壁3の設定される間取り
が可能となり、同じ階高でも梁下の圧迫感のない豊かな
空間が形成される。また前記住宅ゾーンBとコアゾーン
Aとの間に設備ゾーンCが設定されているので、同ゾー
ンに立て管やループ配管を集中させて、日常のメンテナ
ンスのみならずリニューアル時にも共用部からの作業の
みで対応を可能ならしめるものである。図中4は設備ス
ペースである。In the residential zone B, the floor space without pillars and beams can be freely set by the flat slab method, and a rich space without pressure under the beams can be formed even at the same floor height. . In addition, since the equipment zone C is set between the housing zone B and the core zone A, the vertical pipes and loop pipes are concentrated in the same zone, so that not only daily maintenance but also work from the common area during renewal. This makes it possible to respond. In the figure, reference numeral 4 denotes a facility space.
【0008】更に図示の実施例によれば、住宅ゾーンに
建物外周を除き柱、梁が設けられていないが1以上の特
定階において、住宅ゾーンにも柱及び構造壁Dが設けら
れ、この住宅ゾーンによって高層集合住宅の補強、補剛
を施し、大地震等における同高層集合住宅の水平方向の
大きな変位、変形を防止するものである。Further, according to the illustrated embodiment, the housing zone is not provided with columns and beams except for the outer periphery of the building, but at one or more specific floors, the housing zone is also provided with columns and structural walls D. Zones are used to reinforce and stiffen high-rise apartment buildings and prevent large horizontal displacement and deformation of the high-rise apartment buildings in the event of a large earthquake.
【0009】[0009]
【発明の効果】本発明に係る高層集合住宅においては前
記したように、制震装置付き構造壁で構成されたコアゾ
ーンと建物外周を除き、柱、梁を設けない住宅ゾーンと
が設けられた多数階の高層集合住宅を構成したので、前
記制震装置付き構造壁によって、地震のエネルギーが吸
収され、柱、梁の数を削減できる。地震時の揺れが小さ
くなるとともに、柱及び大梁の構造骨組の地震応力が低
減され、十分な空間が確保できる。As described above, in the high-rise apartment building according to the present invention, as described above, a large number of housing zones provided with pillars and beams except for the core zone constituted by the structural wall with the vibration control device and the outer periphery of the building are provided. Since a high-rise apartment building with floors is configured, the energy of the earthquake is absorbed by the structural wall with the vibration control device, and the number of columns and beams can be reduced. The shaking during an earthquake is reduced, and the seismic stress of the structural framework of columns and girders is reduced, and a sufficient space can be secured.
【0010】また前記コアゾーンと住宅ゾーンとの間に
設備ゾーンを設けたことによって、台所、浴室、便所へ
の配管が固定されることなく、自由な位置設定が可能と
なり、改修工事も容易に行われ複数の世帯住宅への変更
も可能となる。更に本発明によれば、前記多数階よりな
る高層集合住宅において1以上の特定階に住宅ゾーンに
も梁及び構造壁を設けたので、前記高層集合住宅が補強
且つ補剛され、地震、強風等の水平外力による水平方向
の大きな変位、変形が防止され、構造上の安全性が保持
されるとともに居住性が向上される。Further, by providing the equipment zone between the core zone and the housing zone, it is possible to freely set the position without fixing the pipes to the kitchen, bathroom, and toilet, and to easily carry out the repair work. It will be possible to change to multiple households. Furthermore, according to the present invention, in the high-rise apartment building having a large number of floors, beams and structural walls are provided also in one or more specific floors in the housing zone. Large displacement and deformation in the horizontal direction due to the horizontal external force are prevented, so that structural safety is maintained and livability is improved.
【0011】請求項2の発明によれば、前記特定階には
共用設備や共用消火設備を設けたことによって重力式の
給排水設備が設けられ、重力式の給排水消火設備に対応
可能となる。請求項3の発明によれば、コアゾーンに極
低降伏点鋼制震装置付耐力壁をバランスよく配置し、地
震エネルギーを効率よく吸収させたことによって、万一
の地震災害には主要構造物は健在で、一部部材、即ち制
震部材の交換のみで復旧を可能とすることができる。According to the second aspect of the present invention, a gravity type water supply / drainage facility is provided by providing a common facility and a common fire extinguishing facility on the specific floor, and it is possible to cope with the gravity type water supply / drainage fire extinguishing facility. According to the invention of claim 3, by arranging the load-bearing walls with the extremely low yield point steel vibration control device in the core zone in a well-balanced manner and efficiently absorbing the seismic energy, the main structure can be used in the event of an earthquake disaster. It is possible to restore the system only by replacing some members, that is, the vibration control members.
【図1】本発明に係る高層集合住宅の一実施例の基準階
を示す断面図である。FIG. 1 is a sectional view showing a reference floor of an embodiment of a high-rise apartment building according to the present invention.
【図2】前記高層集合住宅の基準階の平面図である。FIG. 2 is a plan view of a reference floor of the high-rise apartment building.
【図3】前記高層集合住宅の特定階の平面図である。FIG. 3 is a plan view of a specific floor of the high-rise apartment building.
A コアゾーン B 住宅ゾーン C 設備ゾーン D 構造壁 1 極低降伏点鋼パネル付き構造壁 2 柱 2′ 梁 3 戸境壁 4 設備スペース A Core zone B Residential zone C Equipment zone D Structural wall 1 Structural wall with extremely low yield point steel panel 2 Column 2 'Beam 3 Door boundary wall 4 Equipment space
───────────────────────────────────────────────────── フロントページの続き (72)発明者 久保田 勤 東京都渋谷区千駄ヶ谷四丁目6番15号 株 式会社フジタ内 ────────────────────────────────────────────────── ─── Continued on the front page (72) Inventor Tsutomu Kubota 4-6-115 Sendagaya, Shibuya-ku, Tokyo Inside Fujita Co., Ltd.
Claims (3)
ーンと、建物外周を除き柱、梁を設けない住宅ゾーンと
が設けられた多数階よりなる高層集合住宅において、1
以上の特定階に住宅ゾーンにも梁及び構造壁を設けたこ
とを特徴とする高層集合住宅。1. A multi-story multi-storey housing provided with a core zone constituted by a structural wall with a vibration control device and a housing zone provided with no columns or beams except for the outer periphery of the building.
A high-rise apartment building characterized by providing beams and structural walls also in the residential zone on the specific floor.
が設けられた請求項1記載の高層集合住宅。2. The high-rise apartment building according to claim 1, wherein a common facility and a common fire extinguishing facility are provided on the specific floor.
制震装置を設けた請求項1記載の高層集合住宅。3. The high-rise apartment building according to claim 1, wherein an ultra-low yielding steel vibration control device is provided on the structural wall with the vibration control device.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11545897A JPH10306604A (en) | 1997-05-06 | 1997-05-06 | High-rise multiple dwelling house |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11545897A JPH10306604A (en) | 1997-05-06 | 1997-05-06 | High-rise multiple dwelling house |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH10306604A true JPH10306604A (en) | 1998-11-17 |
Family
ID=14663061
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11545897A Pending JPH10306604A (en) | 1997-05-06 | 1997-05-06 | High-rise multiple dwelling house |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH10306604A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2021080689A (en) * | 2019-11-18 | 2021-05-27 | 三井住友建設株式会社 | Multiple dwelling |
-
1997
- 1997-05-06 JP JP11545897A patent/JPH10306604A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2021080689A (en) * | 2019-11-18 | 2021-05-27 | 三井住友建設株式会社 | Multiple dwelling |
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Legal Events
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