JP4079765B2 - Building structure of apartment house - Google Patents

Building structure of apartment house Download PDF

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Publication number
JP4079765B2
JP4079765B2 JP2002372810A JP2002372810A JP4079765B2 JP 4079765 B2 JP4079765 B2 JP 4079765B2 JP 2002372810 A JP2002372810 A JP 2002372810A JP 2002372810 A JP2002372810 A JP 2002372810A JP 4079765 B2 JP4079765 B2 JP 4079765B2
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Japan
Prior art keywords
balcony
frame
wall
apartment house
building
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
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JP2002372810A
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Japanese (ja)
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JP2004204487A (en
Inventor
恭章 平川
國夫 福山
隆俊 峯
隆史 河野
眞 大平
満 竹内
良憲 板東
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Takenaka Corp
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Takenaka Corp
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Priority to JP2002372810A priority Critical patent/JP4079765B2/en
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【0001】
【発明の属する技術分野】
本発明は、一方向にバルコニーを有する多数の住戸が、各バルコニーを同じ方向に向けて上下方向および横方向に並設されている集合住宅の建物構造に関する。
【0002】
【従来の技術】
このような集合住宅の建物構造としては、建物全体を梁のないフラットスラブ構造とし、地震などの水平力に対する剛性などを必要とする階にアンボンド鉄骨ブレースを配置したもの(例えば、特許文献1参照)や、剛性などを必要とする階にラーメン架構を形成するスーパースラブを使用したもの(例えば、特許文献2参照)などが知られている。
また、バルコニーを有する各住戸において、バルコニー側とバルコニーと反対側の桁行方向の架構をラーメン構造とし、梁間方向の架構を壁式構造にしたものも知られている(例えば、特許文献3参照)。
【0003】
【特許文献1】
特開2000−310056号公報(図1、図2)
【特許文献2】
特開2000−310057号公報(図1)
【特許文献3】
特開平10−292653号公報(図1〜図6)
【0004】
【発明が解決しようとする課題】
しかし、上記特許文献1および2に開示の建物構造では、特定の階に特殊な構造のアンボンド鉄骨ブレースやスーパースラブを必要とするため、建物の施工が煩雑になる可能性があり、また、多数の住戸間において構造の均一化を図るのがむずかしく、例えば、各住戸がバルコニーを備えている場合、特定の階の住戸では、バルコニーからの視界が他の階からの視界より劣るという事態が発生する可能性もある。
また、特許文献3に開示の建物構造では、バルコニー側の架構が梁を有するラーメン構造であるため、各住戸の天井面から梁型が突出し、その突出した梁型によりバルコニー側の開放感が阻害されて視界が悪くなるという欠点がある。
【0005】
本発明は、このような従来の問題点に着目したもので、その目的は、多数の住戸間における構造の均一化を図って施工の煩雑化を回避するとともに、例えば、限られた階高(例えば3m)の中で、いずれの住戸においても、バルコニーからの視界を良好に維持し、しかも、地震などに対して十分に対応し得る集合住宅の建物構造を提供することである。
【0006】
【課題を解決するための手段】
請求項1の発明の特徴構成は、一方向にバルコニーを有する多数の住戸が、各バルコニーを同じ方向に向けて上下方向および横方向に並設されている集合住宅の建物構造であって、前記多数の住戸のそれぞれにおいて、前記バルコニー側の桁行方向の架構が、梁のないフラットスラブ構造により構成され、前記バルコニーと反対側の桁行方向の架構が、壁内に壁厚と同じ梁幅の梁を内蔵するラーメン構造により構成され、各住戸を仕切る梁間方向の架構が、耐震壁により構成されて、前記バルコニーと反対側の桁行方向におけるラーメン構造の架構と前記各住戸を仕切る梁間方向における耐震壁の架構によって、前記各住戸に必要な水平剛性と耐震性が確保されているところにある。
【0007】
請求項1の発明の特徴構成によれば、一方向にバルコニーを有する多数の住戸のそれぞれにおいて、バルコニー側の桁行方向の架構が、梁のないフラットスラブ構造により構成されているので、いずれの住戸においても、例えば、限られた階高の中で、バルコニー側の天井から梁型が突出することはなく、したがって、バルコニー側を開放的にして視界を良好に維持することができる。
そして、バルコニーと反対側の桁行方向の架構が、壁内に壁厚と同じ梁幅の梁を内蔵するラーメン構造により構成され、各住戸を仕切る梁間方向の架構が、耐震壁により構成されているので、バルコニーの反対側においても、梁が露出することはなく、また、そのバルコニーと反対側の桁行方向におけるラーメン構造の架構と各住戸を仕切る梁間方向における耐震壁の架構によって、各住戸には必要な水平剛性と耐震性が確保され、かつ、各住戸の構造が均一化されることで施工の煩雑化も回避される。
【0008】
請求項2の発明の特徴構成は、前記バルコニーと反対側の架構の外側に共同通路が設けられ、前記集合住宅の建物全体が、免震装置により支持されているところにある。
【0009】
請求項2の発明の特徴構成によれば、バルコニーと反対側の架構の外側、つまり、壁内に梁を内蔵するラーメン構造の外側に共同通路が設けられているので、共同通路との遮音も容易で、その結果、静寂で開放的な住戸空間を確保することができる。
【0011】
さらに、請求項の発明の特徴構成によれば、集合住宅の建物全体が、免震装置により支持されているので、免震装置による地震力の低減によって更に一層耐震性が向上する。
そして、請求項3の発明の特徴構成は、前記各住戸が、前記バルコニー側の両端にバルコニー側壁柱を有し、前記バルコニーが、そのバルコニー側壁柱より外側に突出しているところにある。
【0012】
【発明の実施の形態】
本発明による集合住宅の建物構造につき、その実施の形態を図面に基づいて説明する。
この建物構造は、マンションやリゾートホテルなどの集合住宅において実施されるもので、図1に示すように、例えば、多層に配置した厚み250〜350mm程度の平板状の鉄筋コンクリート製フラットスラブ1と、そのフラットスラブ1を支持する多数本のバルコニー側壁柱2および廊下側壁柱3により構成され、一方向にバルコニー4を有する多数の住戸5が、各バルコニー4を同じ方向、例えば南側に向けて上下方向および横方向に並設され、バルコニー4と反対側の北側には共同通路である廊下6が設けられている。
【0013】
各住戸5の桁行方向Xにおいて、バルコニー4側の架構は、図2〜図4にも示すように、梁のないフラットスラブ構造、例えば、厚み150mm程度のバルコニー側壁柱2によりフラットスラブ1を直接支持するフラットスラブ構造Aにより構成され、バルコニー4が、バルコニー側壁柱2より外側に突出している。廊下6側の架構は、例えば、厚み220mm程度の廊下側壁柱3と梁7からなるラーメン構造Bに構成されて鉄筋コンクリート製の廊下側壁8内に壁厚同じ梁幅の梁7が内蔵され、その廊下側壁8の外側に廊下6が配設された構成とされている。
そして、各住戸5の梁間方向Yにおいては、各住戸5を仕切る戸境架構が、例えば、厚み180mm程度の鉄筋コンクリート製の耐震壁Cにより構成され、バルコニー4と反対側の桁行方向Xにおけるラーメン構造Bの架構と各住戸5を仕切る梁間方向Yにおける耐震壁Cの架構によって、各住戸5に必要な水平剛性と耐震性が確保されている。このような構成からなる集合住宅の建物全体が、各バルコニー側壁柱2と廊下側壁柱3の下方に介装された高減衰積層ゴム支承式の免震装置9により支持されている。
【0014】
〔別実施形態〕
(1)先の実施形態では、フラットスラブ1、廊下側壁8、および、耐震壁Cを鉄筋コンクリートにより構成した例を示したが、これらフラットスラブ1、廊下側壁8、および、耐震壁Cに関しては、現場打設による鉄筋コンクリート以外にも、例えば、工場生産によるプレキャストコンクリートを使用して実施することもできる。
【0015】
(2)先の実施形態では、免震装置9の一例として高減衰積層ゴム支承式のものを示したが、滑り支承式やばね支承式など、種々の構成の免震装置を使用することができる。
【図面の簡単な説明】
【図1】建物全体の概略構成を示す一部切欠き斜視図
【図2】建物における住戸の平面図
【図3】建物における住戸の断面図
【図4】住戸内からのバルコニー側の視図
【符号の説明】
バルコニー側壁柱
4 バルコニー
5 住戸
6 共同通路
7 梁
8 壁
9 免震装置
A フラットスラブ構造
B ラーメン構造
C 耐震壁
X 桁行方向
Y 梁間方向
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a building structure of an apartment house in which a large number of dwelling units having balconies in one direction are arranged side by side in the vertical direction and the horizontal direction with each balcony facing in the same direction.
[0002]
[Prior art]
As a building structure of such an apartment house, the entire building has a flat slab structure without beams, and an unbonded steel brace is arranged on a floor that requires rigidity against a horizontal force such as an earthquake (for example, see Patent Document 1). ) And those using a super slab that forms a ramen frame on a floor that requires rigidity (for example, see Patent Document 2).
In addition, in each dwelling unit having a balcony, a structure in which a frame structure in the row direction on the balcony side and the opposite side of the balcony is a ramen structure, and a frame structure in a beam-to-beam direction is a wall structure is also known (for example, see Patent Document 3) .
[0003]
[Patent Document 1]
Japanese Unexamined Patent Publication No. 2000-310056 (FIGS. 1 and 2)
[Patent Document 2]
Japanese Unexamined Patent Publication No. 2000-310057 (FIG. 1)
[Patent Document 3]
JP-A-10-292653 (FIGS. 1 to 6)
[0004]
[Problems to be solved by the invention]
However, the building structures disclosed in Patent Documents 1 and 2 require an unbonded steel brace or a super slab having a special structure on a specific floor, so that the construction of the building may become complicated, and many For example, if each dwelling unit has a balcony, the view from the balcony is inferior to the view from the other floors. There is also a possibility to do.
Further, in the building structure disclosed in Patent Document 3, since the frame on the balcony side is a ramen structure having beams, the beam shape protrudes from the ceiling surface of each dwelling unit, and the protruding beam shape impedes the feeling of opening on the balcony side. There is a drawback that visibility is worsened.
[0005]
The present invention pays attention to such a conventional problem, and its purpose is to make the structure uniform among a large number of dwelling units to avoid complication of construction, and for example, limited floor height ( For example, within 3 m), in any dwelling unit, it is to provide a building structure of an apartment house that can maintain a good view from a balcony and can sufficiently cope with an earthquake or the like.
[0006]
[Means for Solving the Problems]
The characteristic configuration of the invention of claim 1 is a building structure of an apartment house in which a large number of dwelling units having balconies in one direction are arranged in parallel in the vertical direction and the horizontal direction with each balcony facing in the same direction, In each of a large number of dwelling units, the frame in the row direction on the balcony side is configured by a flat slab structure without beams, and the frame in the row direction on the side opposite to the balcony is a beam having the same beam width as the wall thickness in the wall. The frame structure between the beams that divides each dwelling unit is composed of a seismic wall, and the frame structure in the direction of the beam opposite to the balcony and the seismic wall in the direction between the beams that partitions each dwelling unit. The horizontal rigidity and earthquake resistance required for each dwelling unit are ensured by this frame.
[0007]
According to the characteristic configuration of the invention of claim 1, in each of a large number of dwelling units having a balcony in one direction, the frame structure in the row direction on the balcony side is constituted by a flat slab structure without a beam. However, in a limited floor height, for example, the beam shape does not protrude from the ceiling on the balcony side. Therefore, the field of view can be maintained well by opening the balcony side.
The frame in the direction opposite to the balcony is a ramen structure with a beam with the same beam width as the wall thickness in the wall, and the frame in the beam direction that partitions each dwelling unit is composed of a seismic wall. Therefore, the beams are not exposed on the opposite side of the balcony, and each dwelling unit has a ramen structure frame in the crossing direction opposite to the balcony and a seismic wall in the direction between the beams separating each dwelling unit. Necessary horizontal rigidity and earthquake resistance are ensured, and the construction of each dwelling unit is made uniform, thereby avoiding complicated construction.
[0008]
The characteristic configuration of the invention of claim 2 is that a common passage is provided outside the frame on the opposite side of the balcony, and the entire building of the apartment house is supported by a seismic isolation device .
[0009]
According to the characteristic configuration of the invention of claim 2, since the common passage is provided outside the frame opposite to the balcony, that is, outside the frame structure incorporating the beam in the wall, sound insulation from the common passage is also possible. As a result, it is possible to secure a quiet and open dwelling space.
[0011]
Furthermore, according to the characteristic configuration of the invention of claim 2, since the entire building of the apartment house is supported by the seismic isolation device, the seismic resistance is further improved by reducing the seismic force by the seismic isolation device.
According to a third aspect of the present invention, each dwelling unit has a balcony side wall column at both ends on the balcony side, and the balcony protrudes outward from the balcony side wall column.
[0012]
DETAILED DESCRIPTION OF THE INVENTION
An embodiment of the building structure of an apartment house according to the present invention will be described with reference to the drawings.
This building structure is implemented in an apartment house such as a condominium or a resort hotel. As shown in FIG. 1, for example, a flat slab 1 made of flat reinforced concrete having a thickness of about 250 to 350 mm arranged in multiple layers, and its A plurality of dwelling units 5 including a plurality of balcony side wall columns 2 and corridor side wall columns 3 supporting the flat slab 1 and having a balcony 4 in one direction are arranged in the vertical direction with each balcony 4 facing the same direction, for example, the south side. A corridor 6 which is a common passage is provided on the north side opposite to the balcony 4.
[0013]
As shown in FIGS. 2 to 4, the frame on the balcony 4 side in the row direction X of each dwelling unit 5 is a flat slab structure without beams, for example, a flat slab 1 directly by a balcony side wall column 2 having a thickness of about 150 mm. It is comprised by the flat slab structure A to support, and the balcony 4 protrudes outside the balcony side wall pillar 2. FIG. The frame on the side of the corridor 6 is configured, for example, in a ramen structure B composed of a corridor side wall column 3 and a beam 7 having a thickness of about 220 mm, and a beam 7 having the same beam width as the wall thickness is built in the corridor side wall 8 made of reinforced concrete. The hallway 6 is disposed outside the hallway side wall 8.
In the inter-beam direction Y of each dwelling unit 5, the door frame that divides each dwelling unit 5 is composed of, for example, a reinforced concrete seismic wall C having a thickness of about 180 mm, and the ramen structure in the row direction X opposite to the balcony 4. The horizontal rigidity and the earthquake resistance necessary for each dwelling unit 5 are secured by the frame of the earthquake resistant wall C in the inter-beam direction Y that partitions the B frame and each dwelling unit 5. The entire building of the apartment house having such a configuration is supported by a high-damping laminated rubber support type seismic isolation device 9 interposed below each balcony side wall column 2 and corridor side wall column 3.
[0014]
[Another embodiment]
(1) In the previous embodiment, an example in which the flat slab 1, the hallway side wall 8, and the earthquake resistant wall C are made of reinforced concrete has been shown. However, regarding the flat slab 1, the hallway side wall 8, and the earthquake resistant wall C, For example, precast concrete produced in a factory can be used in addition to the reinforced concrete produced on site.
[0015]
(2) In the previous embodiment, a high damping laminated rubber bearing type was shown as an example of the seismic isolation device 9, but it is possible to use various types of seismic isolation devices such as a sliding bearing type and a spring bearing type. it can.
[Brief description of the drawings]
FIG. 1 is a partially cutaway perspective view showing a schematic configuration of the entire building. FIG. 2 is a plan view of a dwelling unit in a building. FIG. 3 is a cross-sectional view of a dwelling unit in a building. [Explanation of symbols]
2 Balcony side wall pillar 4 Balcony 5 Dwelling unit 6 Common passage 7 Beam 8 Wall 9 Seismic isolation device A Flat slab structure B Ramen structure C Earthquake resistant wall X Girder direction Y Beam direction

Claims (3)

一方向にバルコニーを有する多数の住戸が、各バルコニーを同じ方向に向けて上下方向および横方向に並設されている集合住宅の建物構造であって、
前記多数の住戸のそれぞれにおいて、前記バルコニー側の桁行方向の架構が、梁のないフラットスラブ構造により構成され、前記バルコニーと反対側の桁行方向の架構が、壁内に壁厚と同じ梁幅の梁を内蔵するラーメン構造により構成され、各住戸を仕切る梁間方向の架構が、耐震壁により構成されて、前記バルコニーと反対側の桁行方向におけるラーメン構造の架構と前記各住戸を仕切る梁間方向における耐震壁の架構によって、前記各住戸に必要な水平剛性と耐震性が確保されている集合住宅の建物構造。
A large number of dwelling units having balconies in one direction have a building structure of an apartment building in which the balconies are arranged in parallel in the vertical direction and the horizontal direction, with each balcony facing in the same direction,
In each of the large number of dwelling units, the frame-side frame on the balcony side is configured by a flat slab structure without a beam, and the frame-direction frame on the side opposite to the balcony has the same beam width as the wall thickness in the wall. It is composed of a ramen structure with built-in beams, and the frame in the direction between the beams that partitions each dwelling unit is composed of a seismic wall, and the frame in the direction opposite to the balcony and the frame structure in the direction opposite to the balcony is seismic resistant in the direction between the beams that partitions each dwelling unit. A building structure of an apartment house in which the horizontal rigidity and earthquake resistance required for each dwelling unit are secured by a wall structure.
前記バルコニーと反対側の架構の外側に共同通路が設けられ、前記集合住宅の建物全体が、免震装置により支持されている請求項1に記載の集合住宅の建物構造。The building structure of an apartment house according to claim 1 , wherein a common passage is provided outside the frame opposite to the balcony, and the entire building of the apartment house is supported by a seismic isolation device . 前記各住戸が、前記バルコニー側の両端にバルコニー側壁柱を有し、前記バルコニーが、そのバルコニー側壁柱より外側に突出している請求項1または2に記載の集合住宅の建物構造。The building structure of an apartment house according to claim 1 or 2, wherein each of the dwelling units has a balcony side wall column at both ends on the balcony side, and the balcony projects outward from the balcony side wall column .
JP2002372810A 2002-12-24 2002-12-24 Building structure of apartment house Expired - Fee Related JP4079765B2 (en)

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JP3890075B2 (en) * 2004-11-19 2007-03-07 株式会社リビングコーポレーション Buildings for use in apartment houses
JP5830913B2 (en) * 2011-04-18 2015-12-09 株式会社大林組 Apartment house and its construction method
JP6167044B2 (en) * 2014-01-15 2017-07-19 三井住友建設株式会社 Building structure

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