JP2000154658A - High-rise building - Google Patents

High-rise building

Info

Publication number
JP2000154658A
JP2000154658A JP10329927A JP32992798A JP2000154658A JP 2000154658 A JP2000154658 A JP 2000154658A JP 10329927 A JP10329927 A JP 10329927A JP 32992798 A JP32992798 A JP 32992798A JP 2000154658 A JP2000154658 A JP 2000154658A
Authority
JP
Japan
Prior art keywords
void
lower layer
building
layer part
earthquake
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
JP10329927A
Other languages
Japanese (ja)
Inventor
Shingo Ura
進悟 浦
Shokichi Gokan
章吉 後閑
Hidemi Kurosu
英美 黒須
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.)
Obayashi Corp
Original Assignee
Obayashi 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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP10329927A priority Critical patent/JP2000154658A/en
Publication of JP2000154658A publication Critical patent/JP2000154658A/en
Pending legal-status Critical Current

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  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

PROBLEM TO BE SOLVED: To enhance the variance of a dwelling unit and room of residence in a center core type high rise building, and have flexible correspondence even to the alteration of a room arrangement by forming a building by being divided into an upper layer part and lower layer part, and installing a multistory parking space within a lower layer void formed by setting up an earthquake resistance wall at a central part of the lower layer part. SOLUTION: A center core type high-rise building having a void part surrounded by a residence formed at the center is divided into a lower layer part 12 and an upper layer part. The lower layer part 12 has a concrete earthquake resistance wall 16 constructed on a basement having a sufficient strength against an earthquake and a multistory parking space installed within a void part 18 being a space surrounded by the earthquake resistance wall 16. Also, the upper layer part 12 includes columns forming a rigid framework along with beams set up in position, followed by making the upper layer void part into a day lighting and ventilating void pace to the living room. Inasmuch as the lower layer void part of the lower layer part 12 is formed with the earthquake resisting wall 16, so that its earthquake resistance strength as well as its structural strength can be improved, a non-column space of the residence 22 can be realized, as a result, the degree of freedom of the design of a room arrangement can be advanced.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、建物内に駐車場が
設置されたマンション、オフィスビル等の高層建築物に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a high-rise building such as an apartment building or an office building having a parking lot installed in the building.

【0002】[0002]

【従来の技術】従来、高層建築物の中央に、ボイド部を
設けたセンターコア形式の建物が知られている。このよ
うなボイド部を有する建物の構造は、グリッド状に割り
付けた所に柱を立てた後、ボイド部を設けて、建物中央
部を上下階に亘る吹き抜け構造としている。そして、中
央部のボイド部を囲むようにして、住戸やオフィス等が
入る居住棟が設けられている。
2. Description of the Related Art Heretofore, a center-core type building having a void portion in the center of a high-rise building has been known. In the structure of a building having such a void portion, a pillar is provided at a place allocated in a grid shape, and then a void portion is provided so that a central portion of the building has an atrium structure extending over upper and lower floors. In addition, a residential building in which dwelling units, offices, and the like enter is provided so as to surround the central void portion.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、従来の
ボイド部を設けた高層建築物の場合、立設した柱の間隔
は、6〜7m程度しかないため、ボイド部周囲の居住棟
における住戸の配置に制約を受けるという問題点があ
る。
However, in the case of a conventional high-rise building having a void portion, the spacing between the standing pillars is only about 6 to 7 m, so that the arrangement of dwelling units in a residential building around the void portion is required. Is subject to restrictions.

【0004】また、柱同士の間隔が狭いために、将来の
間取りの変更、住戸の配置の変更が実質的に不可能であ
り、特に建物が超高層集合住宅の場合、企画から竣工ま
でのスケジュールは、2〜3年と長く、市場の変化に対
応して間取り等を変更するのが不可能となる。
[0004] In addition, since the spacing between the pillars is small, it is practically impossible to change the layout of the future and the arrangement of the dwelling units. Particularly, when the building is a high-rise apartment building, the schedule from planning to completion Is two to three years long, making it impossible to change the floor plan or the like in response to changes in the market.

【0005】さらに、駐車場の設置場所として、従来
は、建築物の外部又は地下部分に設置することが多かっ
たが、土地の有効活用が図れず、コストアップ、工期の
長期化等を招くという問題点を有する。
[0005] Further, conventionally, as a place for installing a parking lot, it has been often installed outside or underground of a building, but it is not possible to effectively use land, which leads to an increase in cost, a longer construction period, and the like. Has problems.

【0006】本発明は、このような従来技術の問題点に
鑑みてなされたもので、建物中央部にボイド部を有する
超高層建築物において、居住棟における住戸、部屋の配
置の自由度が高く、将来の間取りの変更にも柔軟に対応
可能な高層建築物を提供することを目的とする。また、
建物内に駐車場を設置する場合に、工期が短くてすみ、
建築コストを低減することが可能な高層建築物を提供す
ることを目的とする。
The present invention has been made in view of such problems of the prior art, and has a high degree of freedom in arranging dwelling units and rooms in a residential building in a high-rise building having a void portion in the center of the building. The purpose of the present invention is to provide a high-rise building that can flexibly cope with future changes in floor plans. Also,
When installing a parking lot in a building, the construction period is short,
An object is to provide a high-rise building capable of reducing building costs.

【0007】[0007]

【課題を解決するための手段】本発明は、中央にボイド
部が形成され、このボイド部の周囲に居住棟が設けられ
たセンターコア形式の高層建築物において、建物を上層
部と下層部とに分割して形成するとともに、前記下層部
の中央部に耐震壁を立設して下層ボイド部を形成し、こ
の前記下層ボイド部内に立体駐車場を設置したことを特
徴としている。
According to the present invention, there is provided a center-core type high-rise building having a void portion formed in the center and a living building provided around the void portion. And a seismic wall is erected in the center of the lower part to form a lower part void, and a multi-story parking lot is installed in the lower part void.

【0008】また、前記上層部をラーメン架構によって
形成し、中央部に前記下層ボイド部と連続する上層ボイ
ド部を設けたことを特徴としている。
[0008] Further, the present invention is characterized in that the upper layer portion is formed by a rigid frame structure, and an upper layer void portion continuous with the lower layer void portion is provided in a central portion.

【0009】さらに、前記下層ボイド部と上層ボイド部
との間は、コンクリートスラブによって区画されている
ことを特徴としている。
Further, the space between the lower void portion and the upper void portion is defined by a concrete slab.

【0010】[0010]

【発明の実施の形態】以下、添付図面を参照して本発明
の好ましい実施の形態につき、詳細に説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of the present invention will be described below in detail with reference to the accompanying drawings.

【0011】図1は、本発明の一実施形態に係る高層建
築物の正面図である。本実施形態は、多層状に積層され
た各階にフロアを有する高層建築物10であり、特に、
その中央に、居住棟によって囲まれたボイド部が形成さ
れたセンターコア形式の建物である。また、X−X線を
境界とする下層部12と上層部14とでは、後述するよ
うに構造を異にしている。
FIG. 1 is a front view of a high-rise building according to an embodiment of the present invention. The present embodiment is a high-rise building 10 having a floor on each floor that is stacked in a multilayer shape.
It is a center-core type building in the center of which is formed a void surrounded by a residential building. Further, the lower layer portion 12 and the upper layer portion 14 having the boundary of the line XX have different structures as described later.

【0012】図2は、図1のII-II 線に沿った断面図
で、下層部12の平断面を示している。同図に示すよう
に、下層部12には、地震に対して十分な強さを有する
鉄筋コンクリート製の耐震壁16が、図示しない基礎上
に構築されており、中央の平面視正方形となるように立
設された耐震壁16によって囲まれた空間が下層ボイド
部18となっている。一方、下層ボイド部18を構成し
ない周辺耐震壁16aの間には、間柱19が立設されて
いる。
FIG. 2 is a cross-sectional view taken along the line II-II of FIG. As shown in the figure, a reinforced concrete earthquake-resistant wall 16 having sufficient strength against an earthquake is constructed on a foundation (not shown) in the lower layer portion 12 so as to form a central square in plan view. The space surrounded by the standing earthquake-resistant wall 16 is a lower void portion 18. On the other hand, a stud 19 is erected between the peripheral earthquake-resistant walls 16a which do not form the lower void portion 18.

【0013】下層ボイド部18の内部には、閉鎖空間を
利用して機械式の立体駐車場20が設置されている。耐
震壁16は、地震に対する耐震強度は勿論のこと、火災
に対する防火力も併せ持っており、下層ボイド部18
と、周囲の居住棟22とを完全に区画して、相互間の火
災時の延焼を防止する機能も併有している。なお、下層
ボイド部18周囲の居住棟22には、図示していない
が、住戸や居室が配置されている。
A mechanical multi-story parking lot 20 is installed inside the lower void portion 18 by utilizing a closed space. The earthquake-resistant wall 16 has not only earthquake-resistant strength against earthquakes but also fire-proofing against fires.
And the surrounding residential building 22 is completely partitioned, and has a function of preventing the spread of fire in the event of a mutual fire. Although not shown, dwelling units and rooms are arranged in the living ridge 22 around the lower void portion 18.

【0014】図3は、図1のIII −III 線に沿った断面
図で、上層部14の平断面を示している。上層部14
は、下層部12が耐震壁16によって構築されていたの
に対し、図示しない梁とともにラーメン架構を構成する
柱24が適所に立設されている点が相違する。梁および
柱24は、ラーメン架構による剛構造なため、各柱24
間の間隔Lを拡げることができるという特徴を有し、し
たがって、間口を広くとることができ、例えばマンショ
ン、オフィスビルの場合等に、間取りの変更の自由度が
高くなる。なお、下層ボイド部18上面と上層ボイド部
26下面との間は、図示しないコンクリートスラブによ
って区画されており、下層ボイド部18と上層ボイド部
26とを完全に分離している。
FIG. 3 is a cross-sectional view taken along the line III-III of FIG. Upper section 14
The difference is that the lower part 12 is constructed by the earthquake-resistant wall 16, whereas the pillars 24 constituting the ramen frame together with the beams not shown are erected in place. Since the beam and the column 24 have a rigid structure with a rigid frame, each column 24
It has the feature that the space L between them can be widened, so that the frontage can be widened, and in the case of, for example, an apartment or an office building, the degree of freedom in changing the floor plan is increased. In addition, a space between the upper surface of the lower void portion 18 and the lower surface of the upper void portion 26 is partitioned by a concrete slab (not shown), and the lower void portion 18 and the upper void portion 26 are completely separated.

【0015】上層ボイド部26は、前述した下層ボイド
部18と異なり、居室への採光、通気用の吹き抜け空間
となる。また、図示していないが、下層部12および上
層部14の各フロアを連絡するエレベータは、下層ボイ
ド部18と上層ボイド部26に沿って設けられたり、居
住棟22の部分に設けられる。また、居住棟22の周囲
には、外壁材28が取り付けられている。
The upper void portion 26 is different from the lower void portion 18 described above, and serves as a ventilating space for lighting and ventilating the living room. Although not shown, an elevator connecting the floors of the lower layer portion 12 and the upper layer portion 14 is provided along the lower layer void portion 18 and the upper layer void portion 26, or is provided in the residential building 22. Further, an outer wall material 28 is attached around the living building 22.

【0016】このように、本実施形態の高層建築物によ
れば、下層部12の下層ボイド部18を耐震壁16によ
って形成しているので、耐震強度を向上させることがで
きるとともに、従来のように柱によってボイド部を構築
する場合に比較して構造強度が向上しているので、居住
棟22において無柱空間を実現することができる。その
結果、柱の制約を受けることなく間口を広くとることが
でき、居住棟22の間取り設計の自由度が向上し、かつ
設計変更等にも柔軟に対応できる。したがって、特に建
設に長期間を要する超高層建築物では、建設開始後でも
市場の変化に応じた間取り変更等が可能となる。また、
建設後の改造に対する自由度も高い。
As described above, according to the high-rise building of the present embodiment, since the lower void portion 18 of the lower portion 12 is formed by the earthquake-resistant wall 16, the earthquake-resistant strength can be improved and the conventional structure can be provided. Since the structural strength is improved as compared with the case where the void portion is constructed by the pillar, a pillar-free space can be realized in the living building 22. As a result, the frontage can be widened without being restricted by the pillars, the degree of freedom of the floor plan design of the living building 22 can be improved, and it is possible to flexibly respond to design changes and the like. Therefore, especially in the case of a high-rise building requiring a long period of time for construction, it is possible to change the floor plan or the like according to changes in the market even after the start of construction. Also,
The degree of freedom for remodeling after construction is high.

【0017】さらに、建物内の下層ボイド部18に駐車
場が設置されているので、建物の外部に駐車場を設ける
必要がなく、このため、建築に要する工期を短縮するこ
とができるとともに、土地を有効活用することができ
る。
Further, since a parking lot is provided in the lower void portion 18 in the building, there is no need to provide a parking lot outside the building, so that the construction period required for the building can be shortened and land can be saved. Can be used effectively.

【0018】加えて、建物の上層部14を、ラーメン架
構によって構成しているため、従来の柱による構造に比
較して、剛構造を採ることができ、下層部12と同様
に、柱による制約が最小限ですむようになり、間取りの
設計、建築後の改造に対する自由度が高い。
In addition, since the upper layer 14 of the building is formed by a ramen frame, a rigid structure can be adopted as compared with the conventional structure using columns, and similarly to the lower section 12, the restriction by columns is used. And the degree of freedom for layout design and post-construction remodeling is high.

【0019】なお、本実施形態では、高層建築物に適用
する場合について説明したが、10階程度の中層の建築
物にも適用可能なのは勿論である。
In this embodiment, the case where the present invention is applied to a high-rise building has been described, but it is needless to say that the present invention can be applied to a middle-rise building of about 10 floors.

【0020】[0020]

【発明の効果】以上詳細に説明したように、本発明によ
れば、下層部の中央部に耐震壁を立設して下層ボイド部
を形成し、この前記下層ボイド部内に立体駐車場を設置
しているので、建物の外部に駐車場を設置する必要がな
く、土地の有効活用を図ることができる。また、下層ボ
イド部および下層部を耐震壁で形成しているので、無柱
空間を実現することができ、居住棟の間取り設計の自由
度が向上する。さらに、上層部をラーメン架構による構
造としているので、柱間のスパンを広くとることがで
き、下層部と同様に間口の広い居住空間を実現できる。
As described in detail above, according to the present invention, a seismic wall is erected in the center of the lower part to form a lower part void, and a multi-story parking lot is installed in the lower part void. Therefore, it is not necessary to set up a parking lot outside the building, and the land can be effectively used. Further, since the lower void portion and the lower layer portion are formed of the earthquake-resistant wall, a column-free space can be realized, and the degree of freedom of the floor plan design of the living building is improved. Furthermore, since the upper part has a structure of a ramen frame, the span between the pillars can be widened, and a living space with a wide frontage can be realized like the lower part.

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

【図1】本発明の一実施形態に係る高層建築物の正面図
である。
FIG. 1 is a front view of a high-rise building according to an embodiment of the present invention.

【図2】図1のII-II 線に沿った断面図である。FIG. 2 is a sectional view taken along the line II-II in FIG.

【図3】同じく、図1のIII −III 線に沿った断面図で
ある。
FIG. 3 is a cross-sectional view along the line III-III in FIG.

【符号の説明】[Explanation of symbols]

10 高層建築物 12 下層部 14 上層部 16 耐震壁 16a 周辺耐震壁 18 下層ボイド部 19 間柱 20 立体駐車場 22 居住棟 24 柱 26 上層ボイド部 28 外壁材 DESCRIPTION OF SYMBOLS 10 High-rise building 12 Lower part 14 Upper part 16 Earthquake-resistant wall 16a Peripheral earthquake-resistant wall 18 Lower void part 19 Stud 20 Multi-story parking lot 22 Living ridge 24 Pillar 26 Upper void part 28 Exterior wall material

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 中央にボイド部が形成され、このボイド
部の周囲に居住棟が設けられたセンターコア形式の高層
建築物において、 建物を上層部と下層部とに分割して形成するとともに、
前記下層部の中央部に耐震壁を立設して下層ボイド部を
形成し、この前記下層ボイド部内に立体駐車場を設置し
たことを特徴とする高層建築物。
1. A center-core type high-rise building having a void portion formed in the center and a living building provided around the void portion, wherein the building is divided into an upper layer portion and a lower layer portion.
A high-rise building, characterized in that an earthquake-resistant wall is erected at the center of the lower part to form a lower part void, and a multi-story parking lot is installed in the lower part void.
【請求項2】 前記上層部をラーメン架構によって形成
し、中央部に前記下層ボイド部と連続する上層ボイド部
を設けたことを特徴とする請求項1記載の高層建築物。
2. The high-rise building according to claim 1, wherein the upper layer portion is formed by a rigid frame structure, and an upper layer void portion continuous with the lower layer void portion is provided at a central portion.
【請求項3】 前記下層ボイド部と上層ボイド部との間
は、コンクリートスラブによって区画されていることを
特徴とする請求項1または2に記載の高層建築物。
3. The high-rise building according to claim 1, wherein a space between the lower void portion and the upper void portion is partitioned by a concrete slab.
JP10329927A 1998-11-19 1998-11-19 High-rise building Pending JP2000154658A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10329927A JP2000154658A (en) 1998-11-19 1998-11-19 High-rise building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10329927A JP2000154658A (en) 1998-11-19 1998-11-19 High-rise building

Publications (1)

Publication Number Publication Date
JP2000154658A true JP2000154658A (en) 2000-06-06

Family

ID=18226837

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10329927A Pending JP2000154658A (en) 1998-11-19 1998-11-19 High-rise building

Country Status (1)

Country Link
JP (1) JP2000154658A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3494372B2 (en) 2001-06-06 2004-02-09 三井住友建設株式会社 building
JP2012211506A (en) * 2007-06-12 2012-11-01 Ohbayashi Corp Vibration control building, vibration control method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3494372B2 (en) 2001-06-06 2004-02-09 三井住友建設株式会社 building
JP2012211506A (en) * 2007-06-12 2012-11-01 Ohbayashi Corp Vibration control building, vibration control method

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