JP2004238928A - Multiple dwelling house building - Google Patents

Multiple dwelling house building Download PDF

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Publication number
JP2004238928A
JP2004238928A JP2003029502A JP2003029502A JP2004238928A JP 2004238928 A JP2004238928 A JP 2004238928A JP 2003029502 A JP2003029502 A JP 2003029502A JP 2003029502 A JP2003029502 A JP 2003029502A JP 2004238928 A JP2004238928 A JP 2004238928A
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JP
Japan
Prior art keywords
internal
core wall
peripheral
core
outer peripheral
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
Application number
JP2003029502A
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Japanese (ja)
Inventor
Hidehiko Take
秀彦 武
Akira Osakabe
章 刑部
Yoshio Endo
芳雄 遠藤
Yasukuni Yoshimoto
安邦 吉本
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.)
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu Corp
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 Shimizu Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP2003029502A priority Critical patent/JP2004238928A/en
Publication of JP2004238928A publication Critical patent/JP2004238928A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a high-rise or super high-rise multiple dwelling house building provide with a large opening improving daylighting and ventilation at a low cost and with a high vibration resistance. <P>SOLUTION: A flat beam is used for an outer peripheral beam 4 constituting an outer peripheral tube frame structure 2 in the multiple dwelling house building 1. An internal frame structure 5 formed of an internal column 6, an internal beam 7 and an internal column 6, an external column 3, and the internal beam 7 and a core wall region 8 in which a plurality of core walls 9 are concentrated, are arranged. Further, in the multiple dwelling house building 1, a plurality of peripheral columns 11 are constructed at the outer periphery of the core wall region 8 and short span connection beams 10 having a vibration control device 10a between the adjacent peripheral columns 11 and inner columns 6a in the core wall region 8 in which the core walls 9 are integrally constructed are connectedly hung over. <P>COPYRIGHT: (C)2004,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本発明は、採光や通気性を向上する大型開口及び高い耐震性能を備えた高層ないし超高層の集合住宅建物に関する。
【0002】
【従来の技術】
近年、高層ないし超高層の集合住宅建物を構築するにあたり、低コストはもとより、高品質な住戸の提供が望まれている。このような中、制震性能の向上を目的に、特許文献1及び特許文献2に示すような、柱と梁よりなるチューブ架構よりなる外周と、その内方に位置し、所定の領域を取り囲むように配された複数のコアウォールよりなるコアチューブ架構を備える集合住宅建物が考案されている
【0003】
【特許文献1】
特開2001−288921号公報
【特許文献2】
特開平10−331477号公報
【0004】
【発明が解決しようとする課題】
しかし、上述する構成に、眺望が良好でかつ採光性及び通気性を向上するための開口の大型化といった構成を併せて用いると、コストが増大するといった課題を有していた。また、平面計画上、十分なコアウォール量を確保できない、もしくはコアウォールの偏心配置が生じやすい、といった課題を有している。
【0005】
上記事情に鑑み、本発明は、低コストで採光や通気性を向上する大型開口及び高い耐震性能を備えた高層ないし超高層の集合住宅建物を提供することを目的としている。
【0006】
【課題を解決するための手段】
請求項1記載の集合住宅建物は、外周柱と、扁平梁よりなる外周梁を備える筒状の外周チューブ架構と、前記外周チューブ架構の内方で、所定位置に設定されたコアウォール領域に構築される複数のコアウォールと、隣り合うコアウォールを連結するように架け渡される制震性能を有する短スパンの連結梁を備える高層ないし超高層の集合住宅建物であって、前記外周チューブ架構の内方には、複数の内部柱が備えられており、隣り合う該内部柱どうし、及び隣り合う内部柱と外部柱に内部梁が架け渡されて、内部ラーメン架構が形成されるとともに、前記コアウォールの少なくとも一方の端部が、内部柱と一体となるように構築されていることを特徴としている。
【0007】
請求項2記載の集合住宅建物は、前記コアウォール領域の外周には、前記コアウォールが一体的に構築されている内部柱の近傍に、所定の離間間隔をもって周辺柱が構築されるとともに、これら内部柱と周辺柱を連結するように、制震性能を有する短スパンの連結梁が架け渡され、該連結梁が、コアウォールに対して同一軸線上もしくは直交する方向に配されることを特徴としている。
【0008】
請求項3記載の集合住宅建物は、前記周辺柱と外周チューブ架構に囲われた領域には、住戸ゾーンが形成され、該住戸ゾーン内において、住戸ゾーンを複数の居室に分割する戸境壁を支持する内部梁を除く、他の内部梁には、扁平梁が用いられることを特徴としている。
【0009】
【発明の実施の形態】
本発明の集合住宅建物は、コアウォールと内部ラーメン架構を組み合わせた架構を備えた上で、外周チューブ架構を形成する外周梁に扁平梁を用いるとともに、前記コアウォールが集約配置されたコアウォール領域を囲うように、複数の周辺柱を配置し、該周辺柱とコアウォール、及び隣り合うコアウォールどうしを制震性能を有する短スパンの連結梁で連結することにより、制震性能を維持しながら、外周面に大型開口を有する居住性の高い集合住宅建物を構築することができるものである。
【0010】
図1に示すように、集合住宅建物1は、外周チューブ架構2、内部ラーメン架構5、及びコアウォール9を備えている。該外周チューブ架構2は、集合住宅建物1の外形を構成するものであり、複数の外周柱3と外周梁4とにより構成される鉄筋コンクリート造のラーメン架構により構成されている。ここで、該外周梁4には、床スラブの部材厚と略同様の梁成を備えるいわゆる扁平梁が用いられている。
該外周チューブ架構2の内側には、所定の離間間隔をもって複数の内部柱6が立設されており、隣り合う内部柱6どうし、及び隣り合う内部柱6と外部柱3を連結するように、内部梁7が架け渡されて、内部ラーメン架構5が形成されている。
【0011】
また、外周チューブ架構2の内方で、複数の内部柱6aを含む所定領域には、コアウォール領域8が設定されており、該コアウォール領域8内の隣り合う内部柱6aの間に、これらと一体となるようにしてコアウォール9が構築されている。該コアウォール9は、集合住宅建物1の最下層から最上層まで連なる一連の現場打ち鉄筋コンクリート造による高剛性の連層耐震壁であり、集合住宅建物1の構造的安定性と耐震性を十分に確保するものである。このような構成のコアウォール9は、前記内部柱6を挟んで同一軸状に連続して構築されることはなく、隣り合うコアウォール9の間には開口が形成されており、該開口に制震性能を有する短スパンの連結梁10が配置されている。
本実施の形態では、該連結梁10に、低降伏点鋼よりなる鋼材パネルが組み込まれた鋼材ダンパーよりなる制震装置10aを内装している。これらは、地震等が発生した場合に、制震装置10aに備えられた低降伏点鋼よりなる鋼材パネルが、早期に降伏して地震エネルギーを吸収し、集合住宅建物1全体の変形を低減するものである。なお、連結梁10に内装する制震装置10aは、必ずしも鋼材ダンパーにこだわるものではなく、現場での施工性が良く、連結梁10に収まる構成を有するものであれば、何れを用いても良い。また、連結梁10は、必ずしも制震装置10aを用いる必要はなく、制震性能を有する短スパン梁であれば、何れを用いても良い。
【0012】
これら外周チューブ架構2の内方に、複数のコアウォール9及び内部ラーメン架構5の両者を構築する構成は、集合住宅建物1に対して十分な量のコアウォール9が確保できない場合の耐震強度の確保に有効であり、前記内部ラーメン架構5を構成する内部梁7の梁成を大きく確保する等の調節を行うことにより、集合住宅建物1の耐震強度を向上することができるものである。
また、上述する構成は、複数のコアウォール9を集約したコアウォール領域8が、集合住宅建物1に偏心配置している場合の偏心改善対策としても有効である。この場合には、前記内部梁7に通常梁や扁平梁等を併用して、内部梁7の配置位置毎で梁成を適宜変化させた内部ラーメン架構5を構築し、集合住宅建物1を構成する架構構造全体のバランスを図ることにより、偏心改善を実施すればよい。
【0013】
ところで、上述する構成の集合住宅建物1には、前記コアウォール領域8の外方で、コアウォール領域8内の内部柱6aの近傍に、所定の離間間隔をもって複数の周辺柱11が構築されており、該周辺柱11と前記内部柱6aとの間に前記連結梁10が架け渡されている。なお、前記周辺柱11は、該周辺柱11と前記内部柱6aとの間に架け渡された前記連結梁10が、前記コアウォール9に対して同一軸線上もしくは直交して配置できる位置に構築されている。また、前記周辺柱11は、隣り合うコアウォール領域8の外方に位置する内部柱6との間に、内部梁7が架け渡されて、内部ラーメン架構5が構築されている
【0014】
このようなコアウォール領域8の外方に、複数の前記周辺柱11を、コアウォール領域8内の内部柱6aに隣接配置し、両者を連結梁10で連結する構成は、前記コアウォール9を平面視で、L宇型やコの字型等、全体曲げ変形を剛とする形状に構築できない場合においても、コアウォール9の剛性を高めることができるものである。また、隣り合うコアウォール9に架け渡された連結梁10と相まって、集合住宅建物1の制震性能をより向上させるものである。
【0015】
上述する構成の集合住宅建物1は、前記コアウォール領域8を含む前記周辺柱11に囲まれた領域を共用ゾーン12、これらの外側を住戸ゾーン14として位置づけている。該共用ゾーン12では、コアウォール領域8内に、エレベータや共用階段、エレベーターホール等が配置され、また、コアウォール領域8の外方で、複数の周辺柱11との間に設けられた空間は、共用廊下13として機能するものである。
【0016】
一方、前記住戸ゾーン14には、前記外周梁4に直交する内部梁7と同軸状に、適宜戸境壁16が設けられることにより、複数の居室15が形成される。これら居室15は、前記外周梁4に扁平梁を用いていることと併せて、前記戸境壁16が支持される内部梁7を除く、他の内部梁7に扁平梁を用いる構成とすることにより、居室15内の天井面には、梁型の出ない平坦面が、集合住宅建物1の外周に位置する窓等の図示しない開口部に連続することとなり、眺望、開放感を確保することができるものである。
なお、戸狭壁16は、必ずしも外周梁4に直交するすべての内部梁7と同軸上に配置する必要はなく、利用者のニーズに応じて、居室の面積を自在に設定すればよい。
【0017】
上述する構成によれば、前記集合住宅建物1は、外周チューブ架構2を構成する外周梁4に扁平梁を用いるとともに、外周チューブ架構2の内方に、内部ラーメン架構5と、複数のコアウォール9を備えたことから、集合住宅建物1に対して十分な量のコアウォール9が確保できない場合には、前記内部ラーメン架構5を構成する内部梁7の梁成を大きく確保する等の調節を行うことにより、集合住宅建物1の耐震強度を向上することが可能となるできるものである。
また、複数のコアウォール9を配置したコアウォール領域8が、集合住宅建物1に偏心配置している場合には、前記内部梁7に通常梁や扁平梁等を併用して、内部梁7の配置位置毎で梁成を適宜変化させた内部ラーメン架構5を構築し、集合住宅建物1を構成する架構構造全体のバランスを図ることにより、偏心を改善することが可能となる。
【0018】
このように、集合住宅建物1は、前記外周梁4を扁平梁とした場合にも、簡略な構成で耐震性能の確保や偏心対策を実施することが可能となり、安全かつ低コストで居室15内からの眺望や開放感等、居住性の高い住戸を供給することが可能となる。
【0019】
前記集合住宅建物1は、前記コアウォール9が集約して配置されたコアウォール領域8の外周に複数の周辺柱11を構築し、コアウォール9が一体的に構築されているコアウォール領域8内の内部柱6aと、隣接する前記周辺柱11との間に制震装置10aを有する短スパンの連結梁10を架け渡すことにより連結したことから、隣り合うコアウォール9に架け渡された連結梁10と相まって、制震性能をより向上することが可能になるとともに、前記コアウォール9を平面視で、L宇型やコの字型等、全体曲げ変形を剛とする形状に構築できない場合においても、コアウォール9の剛性を高めることが可能となる。
【0020】
また、前記周辺柱11で囲われた領域の外方を住戸ゾーン14とし、前記外周梁4に直交する内部梁7と同軸状に、適宜戸境壁16を設けて複数の居室15を形成した際に、これら居室15は、前記戸境壁16が支持される内部梁7を除く、他の内部梁7に扁平梁を用いる構成とすることにより、前記外周梁4に扁平梁を用いることと相まって、居室内の天井面には、梁型の出ない平坦面が形成され、これが集合住宅建物1の窓等の図示しない開口部に連続することとなり、眺望、開放感を確保することができ、居住性をより向上することが可能となる。
【0021】
【発明の効果】
請求項1記載の集合住宅建物によれば、外周柱と、扁平梁よりなる外周梁を備える筒状の外周チューブ架構と、前記外周チューブ架構の内方で、所定位置に設定されたコアウォール領域に構築される複数のコアウォールと、隣り合うコアウォールを連結するように架け渡される制震性能を有する短スパンの連結梁を備える高層ないし超高層の集合住宅建物であって、前記外周チューブ架構の内方には、複数の内部柱が備えられており、隣り合う該内部柱どうし、及び隣り合う内部柱と外部柱に内部梁が架け渡されて、内部ラーメン架構が形成されるとともに、前記コアウォールの少なくとも一方の端部が、内部柱と一体となるように構築されている。
【0022】
これにより集合住宅建物に対して十分な量のコアウォールが確保できない場合には、前記内部ラーメン架構を構成する内部梁の梁成を大きく確保する等の調節を行うことにより、集合住宅建物の耐震強度を向上することが可能となるできるものである。
また、複数のコアウォールを配置したコアウォール領域が、集合住宅建物に偏心配置している場合には、前記内部梁に通常梁や扁平梁等を併用して、内部梁の配置位置毎で梁成を適宜変化させた内部ラーメン架構を構築し、集合住宅建物を構成する架構構造全体のバランスを図ることにより、偏心を改善することが可能となる。
このように、集合住宅建物は、前記外周梁を扁平梁とした場合にも、簡略な構成で耐震性能の確保や偏心対策を実施することが可能となり、安全かつ低コストで居室内からの眺望や開放感等、居住性の高い住戸を供給することが可能となる。
【0023】
請求項2記載の集合住宅建物によれば、前記コアウォール領域の外周には、前記コアウォールが一体的に構築されている内部柱の近傍に、所定の離間間隔をもって周辺柱が構築されるとともに、これら内部柱と周辺柱を連結するように、制震性能を有する短スパンの連結梁が架け渡され、該連結梁が、コアウォールに対して同一軸線上もしくは直交する方向に配されることから、隣り合うコアウォールに架け渡された連結梁と相まって、制震性能をより向上することが可能になるとともに、前記コアウォールを平面視で、L宇型やコの字型等、全体曲げ変形を剛とする形状に構築できない場合においても、コアウォールの剛性を高めることが可能となる。
【0024】
請求項3記載の集合住宅建物によれば、前記周辺柱と外周チューブ架構に囲われた領域には、住戸ゾーンが形成され、該住戸ゾーン内において、住戸ゾーンを複数の居室に分割する戸境壁を支持する内部梁を除く、他の内部梁には、扁平梁が用いられることから、前記外周梁に扁平梁を用いることと相まって、居室内の天井面には、梁型の出ない平坦面が形成され、これが集合住宅建物の窓等の図示しない開口部に連続することとなり、眺望、開放感を確保することができ、居住性をより向上することが可能となる。
【図面の簡単な説明】
【図1】本発明に係る集合住宅建物の平面を示す図である。
【符号の説明】
1 集合住宅建物
2 外周チューブ架構
3 外部柱
4 外部梁
5 内部ラーメン架構
6 内部柱
6a 内部柱
7 内部梁
8 コアウォール領域
9 コアウォール
10 連結梁
10a 制震装置
11 周辺柱
12 共用ゾーン
13 共用廊下
14 住戸ゾーン
15 居室
16 戸境壁
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a high-rise or super-high-rise apartment building having a large opening for improving daylighting and air permeability and high seismic performance.
[0002]
[Prior art]
2. Description of the Related Art In recent years, in building a high-rise or super-high-rise apartment building, it has been desired to provide not only low cost but also high quality dwelling units. Under such circumstances, for the purpose of improving the vibration control performance, as shown in Patent Literature 1 and Patent Literature 2, an outer periphery composed of a tube frame composed of columns and beams, and an inner side thereof, surrounding a predetermined region. Residential building with a core tube frame composed of a plurality of core walls arranged in such a manner has been devised.
[Patent Document 1]
JP 2001-288921 A [Patent Document 2]
Japanese Patent Application Laid-Open No. Hei 10-331577
[Problems to be solved by the invention]
However, when the above-described configuration is used in combination with a configuration with a good view and a large opening for improving lighting and ventilation, there is a problem that the cost increases. Further, there is a problem that a sufficient core wall amount cannot be secured in a plan, or an eccentric arrangement of the core wall is likely to occur.
[0005]
In view of the above circumstances, an object of the present invention is to provide a high-rise or super-high-rise apartment building having a large opening for improving lighting and ventilation at low cost and high seismic performance.
[0006]
[Means for Solving the Problems]
The multi-dwelling building according to claim 1, wherein the outer peripheral column, a cylindrical outer peripheral tube frame having an outer peripheral beam made of a flat beam, and a core wall region set at a predetermined position inside the outer peripheral tube frame. A plurality of core walls, and a high-rise or super-high-rise apartment building having a short span connection beam having a vibration control performance that is bridged so as to connect adjacent core walls, wherein Is provided with a plurality of internal pillars, and an internal beam is bridged between the adjacent internal pillars, and between the adjacent internal pillars and the external pillars, thereby forming an internal rigid frame structure and the core wall. Is characterized in that at least one end is constructed so as to be integral with the internal pillar.
[0007]
In the multi-story residential building according to claim 2, peripheral pillars are formed at predetermined intervals on an outer periphery of the core wall area, near an internal pillar in which the core wall is integrally formed, and A short span connection beam having vibration control performance is bridged so as to connect the inner column and the peripheral column, and the connection beam is arranged on the same axis or in a direction orthogonal to the core wall. And
[0008]
The apartment building according to claim 3, wherein a dwelling unit zone is formed in an area surrounded by the peripheral pillar and the outer tube frame, and a dwelling wall dividing the dwelling unit zone into a plurality of living rooms is formed in the dwelling unit zone. A flat beam is used for other internal beams except for the supporting internal beam.
[0009]
BEST MODE FOR CARRYING OUT THE INVENTION
The multi-family building of the present invention is provided with a frame combining a core wall and an inner frame, and further uses flat beams as outer beams forming an outer tube frame, and a core wall region in which the core walls are collectively arranged. A plurality of peripheral columns are arranged so as to surround the core column, and the peripheral columns, the core wall, and the adjacent core walls are connected to each other by a short span connecting beam having a vibration control performance, thereby maintaining the vibration control performance. Thus, it is possible to construct a multi-dwelling residential building having a large opening on the outer peripheral surface and having high livability.
[0010]
As shown in FIG. 1, the collective housing building 1 includes an outer tube structure 2, an inner frame structure 5, and a core wall 9. The outer peripheral tube frame 2 constitutes the outer shape of the collective housing building 1 and is constituted by a reinforced concrete frame frame composed of a plurality of outer peripheral columns 3 and outer beams 4. Here, a so-called flat beam having a beam structure substantially similar to the member thickness of the floor slab is used for the outer peripheral beam 4.
A plurality of internal pillars 6 are erected at predetermined intervals on the inner side of the outer peripheral tube frame 2 so that adjacent internal pillars 6 are connected to each other, and the adjacent internal pillars 6 and outer pillars 3 are connected to each other. The internal beam 7 is bridged to form the internal frame structure 5.
[0011]
Further, a core wall region 8 is set in a predetermined region including the plurality of internal columns 6 a inside the outer peripheral tube frame 2, and the core wall region 8 is provided between adjacent internal columns 6 a in the core wall region 8. The core wall 9 is constructed so as to be integrated with the core wall 9. The core wall 9 is a series of high-strength, multi-story, earthquake-resistant walls made of cast-in-place reinforced concrete from the lowermost layer to the uppermost layer of the apartment building 1, and has sufficient structural stability and earthquake resistance of the apartment building 1. Is to ensure. The core wall 9 having such a configuration is not continuously formed coaxially with the internal column 6 interposed therebetween, and an opening is formed between adjacent core walls 9. A short span connecting beam 10 having a vibration control performance is arranged.
In the present embodiment, the connecting beam 10 is internally provided with a vibration damping device 10a composed of a steel damper in which a steel panel composed of a low yield point steel is incorporated. In these, when an earthquake or the like occurs, a steel panel made of low yield point steel provided in the vibration damping device 10a yields early and absorbs seismic energy, and reduces deformation of the collective housing building 1 as a whole. Things. The vibration damping device 10a to be installed in the connecting beam 10 is not necessarily limited to the steel damper, but may be any as long as it has a good workability on site and has a configuration that can be accommodated in the connecting beam 10. . The connecting beam 10 does not necessarily need to use the vibration control device 10a, and any short span beam having a vibration control performance may be used.
[0012]
The configuration in which both the plurality of core walls 9 and the inner ramen frame 5 are constructed inside the outer peripheral tube frame 2 has an effect on the seismic strength when a sufficient amount of the core wall 9 cannot be secured for the apartment building 1. It is effective in securing the structure, and the seismic strength of the collective housing building 1 can be improved by performing adjustments such as securing a large beam of the internal beam 7 constituting the internal frame structure 5.
Further, the above-described configuration is also effective as an eccentricity improvement measure when the core wall region 8 in which the plurality of core walls 9 are aggregated is eccentrically arranged in the apartment building 1. In this case, a common beam, a flat beam, or the like is used in combination with the internal beam 7 to construct an internal frame structure 5 in which the beam structure is appropriately changed for each arrangement position of the internal beam 7, thereby forming the collective housing building 1. The eccentricity can be improved by balancing the entire frame structure.
[0013]
By the way, in the housing complex 1 having the above-described configuration, a plurality of peripheral pillars 11 are constructed at a predetermined interval outside the core wall area 8 and near the internal pillar 6a in the core wall area 8. The connecting beam 10 is bridged between the peripheral column 11 and the internal column 6a. The peripheral pillar 11 is constructed at a position where the connecting beam 10 bridged between the peripheral pillar 11 and the inner pillar 6a can be arranged on the same axis or orthogonal to the core wall 9. Have been. Further, an internal beam 7 is bridged between the peripheral column 11 and an internal column 6 located outside the adjacent core wall region 8 to construct an internal frame structure 5.
A configuration in which a plurality of the peripheral columns 11 are arranged adjacent to the internal columns 6a in the core wall region 8 outside of the core wall region 8 and the both are connected by a connecting beam 10 is as follows. The rigidity of the core wall 9 can be increased even in a case where it is not possible to construct a shape that makes the entire bending deformation rigid, such as an L-shape or a U-shape in plan view. Further, in combination with the connecting beam 10 bridged over the adjacent core wall 9, the seismic control performance of the apartment building 1 is further improved.
[0015]
In the housing complex 1 having the above-described configuration, the area surrounded by the peripheral pillars 11 including the core wall area 8 is positioned as a common zone 12, and the outside thereof is defined as a dwelling unit zone 14. In the common zone 12, an elevator, a common staircase, an elevator hall, and the like are arranged in the core wall region 8, and a space provided between the plurality of peripheral pillars 11 outside the core wall region 8 is , Functioning as a common corridor 13.
[0016]
On the other hand, a plurality of living rooms 15 are formed in the dwelling unit zone 14 by appropriately providing a door border wall 16 coaxially with the internal beam 7 orthogonal to the outer peripheral beam 4. These living rooms 15 are configured to use flat beams for the other internal beams 7 except for the internal beams 7 on which the door border wall 16 is supported, in addition to using the flat beams for the outer peripheral beams 4. Thereby, on the ceiling surface in the living room 15, a flat surface without a beam shape is connected to an opening (not shown) such as a window located on the outer periphery of the apartment building 1, thereby ensuring a view and a feeling of openness. Can be done.
In addition, the door narrow wall 16 does not necessarily need to be arranged coaxially with all the internal beams 7 orthogonal to the outer peripheral beam 4, and the area of the living room may be set freely according to the needs of the user.
[0017]
According to the above-described configuration, the apartment house 1 uses flat beams as the outer beams 4 constituting the outer tube frame 2, and has an inner ramen frame 5 and a plurality of core walls inside the outer tube frame 2. In the case where a sufficient amount of the core wall 9 cannot be secured for the apartment building 1 because of the provision of the inner wall 9, adjustments such as securing a large beam of the internal beam 7 constituting the internal ramen frame 5 are made. By doing so, it is possible to improve the seismic strength of the apartment house 1.
When the core wall region 8 in which the plurality of core walls 9 are arranged is eccentrically arranged in the apartment building 1, the internal beams 7 are formed by using ordinary beams, flat beams, and the like together with the internal beams 7. The eccentricity can be improved by constructing the internal frame structure 5 in which the beam structure is appropriately changed for each arrangement position and balancing the entire frame structure constituting the apartment building 1.
[0018]
As described above, even when the outer peripheral beam 4 is a flat beam, it is possible to secure seismic performance and take measures against eccentricity with a simple configuration in the multi-dwelling building 1, and to safely and at low cost in the living room 15. It is possible to supply dwelling units with high livability, such as a view from above and a feeling of openness.
[0019]
The multiple dwelling building 1 has a plurality of peripheral pillars 11 constructed on the outer periphery of a core wall region 8 in which the core walls 9 are collectively arranged, and the inside of the core wall region 8 in which the core wall 9 is integrally constructed. Is connected by bridging the short span connecting beam 10 having the vibration control device 10a between the inner pillar 6a and the adjacent peripheral pillar 11, so that the connecting beam bridged over the adjacent core wall 9. In conjunction with 10, it is possible to further improve the damping performance, and in the case where the core wall 9 cannot be constructed in a plan view into a shape such as an L-shape or a U-shape that makes the entire bending deformation rigid. Also, the rigidity of the core wall 9 can be increased.
[0020]
Further, the outside of the area surrounded by the peripheral pillars 11 is defined as a dwelling unit zone 14, and a plurality of living rooms 15 are formed by appropriately providing a door boundary wall 16 coaxially with the internal beam 7 orthogonal to the outer peripheral beam 4. In this case, the living room 15 has a configuration in which a flat beam is used for the other internal beams 7 except for the internal beam 7 on which the door border wall 16 is supported, so that a flat beam is used for the outer peripheral beam 4. Together, a flat surface without a beam shape is formed on the ceiling surface of the living room, and this is connected to an opening (not shown) such as a window of the apartment building 1, so that the view and the feeling of openness can be secured. Therefore, it is possible to further improve the livability.
[0021]
【The invention's effect】
According to the multi-dwelling house according to claim 1, a cylindrical outer peripheral tube frame including an outer peripheral column, an outer peripheral beam made of a flat beam, and a core wall region set at a predetermined position inside the outer peripheral tube frame. A high-rise or super-high-rise apartment building having a short span connecting beam having a vibration control performance that is bridged so as to connect adjacent core walls with a plurality of core walls constructed in the outer tube structure, Inside, a plurality of internal pillars are provided, adjacent internal pillars, and an internal beam is bridged between adjacent internal pillars and external pillars, and an internal ramen frame is formed, At least one end of the core wall is constructed to be integral with the inner pillar.
[0022]
As a result, if a sufficient amount of core wall cannot be secured for the apartment building, the seismic resistance of the apartment building is improved by making adjustments such as securing a large beam of the internal beams constituting the internal frame structure. The strength can be improved.
Further, when the core wall region in which a plurality of core walls are arranged is eccentrically arranged in an apartment building, a normal beam, a flat beam, or the like is used in combination with the internal beam, and a beam is provided for each internal beam arrangement position. It is possible to improve the eccentricity by constructing an internal ramen frame whose structure is appropriately changed and balancing the entire frame structure constituting the multi-story residential building.
As described above, in the case of a multi-dwelling building, even when the outer peripheral beam is a flat beam, it is possible to secure seismic performance and take measures against eccentricity with a simple configuration, and to provide a safe and low-cost view from the living room. It is possible to supply dwelling units with high livability, such as a feeling of openness.
[0023]
According to the multi-dwelling house according to claim 2, on the outer periphery of the core wall area, near the inner pillar on which the core wall is integrally constructed, peripheral pillars are constructed at a predetermined interval. A short span connecting beam having vibration damping performance is bridged so as to connect these inner columns and peripheral columns, and the connecting beams are arranged on the same axis or in a direction orthogonal to the core wall. From this, it is possible to further improve the damping performance in combination with the connecting beam bridged over the adjacent core wall, and the core wall is bent as a whole in a plan view such as an L-shape or a U-shape. Even in the case where it is not possible to construct a shape having rigid deformation, the rigidity of the core wall can be increased.
[0024]
According to the multi-dwelling house according to claim 3, a dwelling unit zone is formed in an area surrounded by the peripheral pillar and the outer peripheral tube frame, and a dwelling zone dividing the dwelling unit zone into a plurality of living rooms in the dwelling unit zone. Since flat beams are used for the other internal beams except for the internal beams that support the walls, in combination with the use of the flat beams for the outer peripheral beams, the ceiling surface in the living room has a flat shape without a beam shape. A surface is formed, and this is connected to an opening (not shown) such as a window of an apartment building, so that the view and the feeling of opening can be secured, and the livability can be further improved.
[Brief description of the drawings]
FIG. 1 is a diagram showing a plane of an apartment house according to the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Apartment building 2 Outer tube frame 3 Outer pillar 4 Outer beam 5 Inner frame frame 6 Inner pillar 6a Inner pillar 7 Inner beam 8 Core wall area 9 Core wall 10 Connecting beam 10a Vibration control device 11 Peripheral pillar 12 Common zone 13 Common corridor 14 Dwelling unit zone 15 Living room 16 Door wall

Claims (3)

外周柱と、扁平梁よりなる外周梁を備える筒状の外周チューブ架構と、
前記外周チューブ架構の内方で、所定位置に設定されたコアウォール領域に構築される複数のコアウォールと、
隣り合うコアウォールを連結するように架け渡される制震性能を有する短スパンの連結梁を備える高層ないし超高層の集合住宅建物であって、
前記外周チューブ架構の内方には、複数の内部柱が備えられており、
隣り合う該内部柱どうし、及び隣り合う内部柱と外部柱に内部梁が架け渡されて、内部ラーメン架構が形成されるとともに、
前記コアウォールが、内部柱と一体となるように構築されていることを特徴とする集合住宅建物。
An outer peripheral column, a cylindrical outer peripheral tube frame having an outer peripheral beam made of a flat beam,
Inside the outer peripheral tube frame, a plurality of core walls constructed in a core wall region set at a predetermined position,
A high-rise or super-high-rise apartment building having a short span connecting beam having a vibration control performance that is bridged so as to connect adjacent core walls,
A plurality of internal pillars are provided inside the outer peripheral tube frame,
Adjacent internal pillars, and an internal beam is bridged between adjacent internal pillars and external pillars, and an internal ramen frame is formed,
An apartment house, wherein the core wall is constructed so as to be integral with an internal pillar.
請求項1に記載の集合住宅建物において、
前記コアウォール領域の外周には、前記コアウォール領域内の内部柱の近傍に、所定の離間間隔をもって周辺柱が構築されており、
前記コアウォールに対して同一軸線上もしくは直交するように位置する前記連結梁が、コアウォール領域内の内部柱と周辺柱に架け渡されるとともに、
前記周辺柱と、該周辺柱に隣接し前記コアウォール領域より外方に位置する内周柱を連結するように、前記内周梁が架け渡されて内周ラーメン架構が構築されることを特徴とする集合住宅建物。
In the apartment building according to claim 1,
On the outer periphery of the core wall region, in the vicinity of the internal column in the core wall region, peripheral columns are constructed with a predetermined separation interval,
The connecting beam positioned on the same axis or orthogonal to the core wall is bridged between the inner pillar and the peripheral pillar in the core wall region,
The inner peripheral beam is bridged so as to connect the peripheral pillar and an inner peripheral pillar located adjacent to the peripheral pillar and located outside the core wall region, thereby constructing an inner peripheral frame structure. Apartment house building.
請求項2に記載の集合住宅建物において、
前記周辺柱と外周チューブ架構に囲われた領域には、住戸ゾーンが形成され、該住戸ゾーン内において、住戸ゾーンを複数の居室に分割する戸境壁を支持する内部梁を除く、他の内部梁には、扁平梁が用いられることを特徴とする集合住宅建物。
In the apartment building according to claim 2,
In the area surrounded by the peripheral pillars and the outer tube frame, a dwelling unit zone is formed, and in the dwelling unit zone, other internal parts except an internal beam supporting a door wall dividing the dwelling unit zone into a plurality of living rooms are provided. Apartment building characterized by the fact that flat beams are used for beams.
JP2003029502A 2003-02-06 2003-02-06 Multiple dwelling house building Pending JP2004238928A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2016045686A1 (en) 2014-09-24 2016-03-31 Mahmoud Galal Yehia Kamel Lateral distribution of loads in super high-rise buildings to reduce the effect of wind, earthquakes and explosions as well as increasing the utilized area
CN113445628A (en) * 2021-06-07 2021-09-28 悉地国际设计顾问(深圳)有限公司 Diagonal bracing frame-core tube building structure and construction method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2016045686A1 (en) 2014-09-24 2016-03-31 Mahmoud Galal Yehia Kamel Lateral distribution of loads in super high-rise buildings to reduce the effect of wind, earthquakes and explosions as well as increasing the utilized area
CN113445628A (en) * 2021-06-07 2021-09-28 悉地国际设计顾问(深圳)有限公司 Diagonal bracing frame-core tube building structure and construction method thereof

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