JPH0465191B2 - - Google Patents
Info
- Publication number
- JPH0465191B2 JPH0465191B2 JP3364386A JP3364386A JPH0465191B2 JP H0465191 B2 JPH0465191 B2 JP H0465191B2 JP 3364386 A JP3364386 A JP 3364386A JP 3364386 A JP3364386 A JP 3364386A JP H0465191 B2 JPH0465191 B2 JP H0465191B2
- Authority
- JP
- Japan
- Prior art keywords
- floor
- wall
- walls
- formwork
- rise apartment
- 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
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Description
【発明の詳細な説明】 産業上の利用分野 この発明は、高層集合住宅に関する。[Detailed description of the invention] Industrial applications The present invention relates to a high-rise apartment complex.
従来の技術
一般に、数戸の住戸を水平および上下方向に連
続的に配して一棟の住宅とする形式の高層集合住
宅は、各住戸の外気に接する面は、採光、通気等
の確保のため開放的なフアサードとする必要があ
るため、その多くは広い開口部を確保することが
可能なラーメン構造によつて構築されている。Conventional technology Generally speaking, in high-rise housing complexes where several housing units are arranged consecutively horizontally and vertically to form a single building, the surface of each housing unit that is in contact with the outside air is designed to ensure lighting, ventilation, etc. Because of this, it is necessary to have an open façade, so many of them are built with rigid frame structures that allow for wide openings.
問題点を解決するための手段
しかし、ラーメン構造とすると、柱および梁が
室内に突出するため型枠の加工、組立て等が複雑
で型枠工事全体が複雑化し、型枠工事費が大幅に
嵩むという欠点があつた。しかも、柱および梁が
障害となつて平面設計が自由にできないという欠
点もあつた。さらに、耐震性を考慮して大量の鉄
筋や鉄骨材を使用し断面強度が相当割増しする必
要があるため躯体工事費が大幅に嵩むという欠点
もあつた。Measures to solve the problem However, when using a rigid frame structure, the columns and beams protrude into the room, making processing and assembly of the formwork complicated, making the entire formwork work complex and significantly increasing the cost of the formwork work. There was a drawback. Moreover, there was also the drawback that the columns and beams were obstacles, making it impossible to plan the plan freely. Furthermore, in consideration of earthquake resistance, a large amount of reinforcing bars and steel frames had to be used and the cross-sectional strength had to be considerably increased, resulting in a significant increase in construction costs.
この発明は、前記従来の問題点を解消するため
に提案されたもので、いわゆる壁式構造でありな
がら、外気に接する面に最大限の開口部を確保す
ることができ、かつ型枠工事の簡単化、並びに型
枠工事費および躯体工事費の大幅な低減化が可能
な高層集合住宅を提供することを目的とする。 This invention was proposed in order to solve the above-mentioned conventional problems, and although it is a so-called wall-type structure, it is possible to secure the maximum opening on the surface that is in contact with the outside air, and it also allows for easy formwork construction. The purpose of the present invention is to provide a high-rise apartment complex that can be simplified and significantly reduce formwork construction costs and frame construction costs.
問題点を解決するための手段
この発明は、数戸の住戸を水平および上下方向
に連続的に配して一棟の住宅とする高層集合住宅
における各住戸の戸境壁を耐震壁とするとともに
この戸境壁の側部に耐震構造の控え壁を前記戸境
壁と直角に設け、かつ各階の床スラブをアンボン
ドPC鋼線を用いた鉄筋コンクリート又はプレキ
ヤストコンクリート板より構成し、さらに最下階
の床スラブ下に免震装置を設けることにより前記
目的を達成するものである。Means for Solving the Problems This invention provides an earthquake-resistant wall for each residential unit boundary wall in a high-rise apartment complex in which several residential units are arranged consecutively horizontally and vertically to form one residential building. Earthquake-resistant buttresses are installed on the sides of this boundary wall at right angles to the boundary wall, and the floor slabs on each floor are made of reinforced concrete or precast concrete plates using unbonded PC steel wire, and the lowest floor This objective is achieved by installing a seismic isolation device under the floor slab of the building.
実施例
以下、この発明を図示する一実施例によつて説
明すると、高層集合住宅1は数戸の住戸2,…を
水平方向および上下方向に連続的に配置すること
により構成されている。Embodiment Hereinafter, the present invention will be described with reference to an illustrated embodiment. A high-rise apartment complex 1 is constructed by arranging several residential units 2, . . . consecutively in the horizontal and vertical directions.
各住戸2,…間の戸境壁3,…は現場打ち鉄筋
コンクリートによつて上下階方向に連続して構成
され、かつ耐震壁として設計されている。 The boundary walls 3 between the residential units 2, . . . are made of cast-in-place reinforced concrete and are constructed continuously in the direction of the upper and lower floors, and are designed as earthquake-resistant walls.
戸境壁3の施工に際しては、大型型枠を使用し
この大型型枠をクレーンによつて上方向に順次移
動しつつ型枠内にコンクリートを打設することに
よりおこなう。コンクリートは各階の床スラブの
下まで打設する。 When constructing the door boundary wall 3, a large formwork is used and concrete is poured into the formwork while the large formwork is sequentially moved upward by a crane. Concrete will be poured to the bottom of the floor slab on each floor.
戸境壁3の中央部には控え壁4,4が戸境壁3
の両側に直角に突出して構成されている。控え壁
4は型枠ブロツクを用いた鉄筋コンクリートによ
つて上下階連続して構成され、かつ耐震壁として
設計されている。控え壁4の施工は戸境壁3およ
び床スラブの施工後におこなうものとする。また
控え壁4は住戸の間取りを考えて配置を決定する
ものとし、望ましくは中央部がよい。 In the center of the door boundary wall 3, buttresses 4, 4 are connected to the door boundary wall 3.
It is configured to protrude at right angles on both sides of the The buttress 4 is made of reinforced concrete using formwork blocks and is constructed of continuous upper and lower floors, and is designed as a seismic wall. The construction of the buttress 4 shall be carried out after the construction of the door boundary wall 3 and the floor slab. Further, the placement of the buttress 4 shall be determined by considering the floor plan of the dwelling unit, preferably in the center.
各階の床スラブ5は、現場打ち鉄筋コンクリー
トによつて構成され、かつ床スラブ5の中にはア
ンボンドPC鋼線が必要本数挿通されている。床
スラブ5の施工には大型型枠(フライングシヨ
ア)を使用し、この大型型枠はクレーンによつて
上方階に順次移動し、盛りかえ使用するものとす
る。なお、床スラブ5はカイザー板やFC板等の
プレキヤストコンクリート板によつて構成するこ
ともできる。 The floor slab 5 on each floor is made of cast-in-place reinforced concrete, and a required number of unbonded PC steel wires are inserted into the floor slab 5. A large formwork (flying shore) is used to construct the floor slab 5, and this large formwork is sequentially moved to the upper floors by a crane and reused. Note that the floor slab 5 can also be constructed from a precast concrete board such as a Kaiser board or an FC board.
このように構成された高層集合住宅1は最下階
の床スラブ5の下側に戸境壁3,3の真下に位置
して積層ゴムと弾塑性ダンパ等からなる免震装置
6を設置することにより支持され、この免震装置
の働きによつて、建物に作用する地震力が低減す
るように設計されている。 In the high-rise apartment complex 1 configured in this way, a seismic isolation device 6 made of laminated rubber, an elastoplastic damper, etc. is installed at the bottom of the floor slab 5 on the lowest floor, located directly below the partition walls 3, 3. The seismic isolation device is designed to reduce the seismic force acting on the building.
発明の効果
この発明は、以上の構成からなるので以下の効
果を有する。Effects of the Invention This invention has the following effects because it has the above configuration.
柱および梁が全くなく壁と床スラブとからの
み構成されているので、壁および床スラブは単
純な形状の大型型枠による施工が可能で型枠工
事の単純化、迅速化、並びに大幅なコストダウ
ンが図れる。 Since there are no columns or beams and it consists only of walls and floor slabs, the walls and floor slabs can be constructed using large formwork with simple shapes, simplifying and speeding up the formwork work, and significantly reducing costs. You can aim for down.
各住戸間の戸境壁、控え壁および床スラブの
コンクリートは別々にずらして打設することに
よりその部位に応じた最適のコンクリート強度
およびスランプとすることができる。また、こ
れによつてコンクリート調合の無駄をなくし、
材料の節約化が図れる。 By staggering the concrete for the boundary walls, buttresses, and floor slabs between each dwelling unit and placing them separately, it is possible to achieve the optimum concrete strength and slump depending on the area. This also eliminates waste in concrete mixing,
Materials can be saved.
また、建物全体は大地震の影響をそのまま受
けないように免震装置によつて支持し、各住戸
間の戸境壁の側部に控え壁を配置し、かつ戸境
壁および控え壁は耐震壁として構成して耐震性
を充分に図つており、さらに、各階の床スラブ
にはアンボンドPC鋼線を挿通することにより
大型スラブとしているのでいわゆる壁式構造で
ありながら外気に接する面に間口最大限の開口
部を確保することができる。しかも、柱や梁が
室内に突出しないため平面プラニングも何ら制
限されることなく自由におこなうことができ
る。 In addition, the entire building is supported by a seismic isolation device to prevent it from being directly affected by a major earthquake, and buttresses are placed on the sides of the walls between each unit, and the walls and buttresses are seismically resistant. It is constructed as a wall to ensure sufficient earthquake resistance, and the floor slab on each floor is made into a large slab by inserting unbonded PC steel wires, so even though it is a so-called wall-type structure, it has the maximum frontage on the surface that is in contact with the outside air. It is possible to secure a limited opening. Moreover, since the columns and beams do not protrude into the room, planar planning can be carried out freely without any restrictions.
第1図および第2図は高層集合住宅の一部平面
図および一部断面図である。
1……高層集合住宅、2……住戸、3……戸境
壁、4……控え壁、5……床スラブ、6……免震
装置。
FIGS. 1 and 2 are a partial plan view and a partial sectional view of a high-rise apartment complex. 1... High-rise apartment complex, 2... Residential unit, 3... Boundary wall, 4... Buttress wall, 5... Floor slab, 6... Seismic isolation device.
Claims (1)
配してなる一棟の高層集合住宅において、各住戸
間の戸境壁の側部に控え壁を戸境壁と直角に設け
るとともに戸境壁および控え壁を耐震壁とし、か
つ各階の床スラブをアンボンドPC鋼線を用いた
鉄筋コンクリートまたはプレキヤストコンクリー
ト板より構成し、さらに最下階の床スラブ下に免
震装置を設けてなることを特徴とする高層集合住
宅。1. In a high-rise apartment building consisting of several residential units arranged consecutively horizontally and vertically, a buttress wall is installed on the side of the boundary wall between each unit at right angles to the boundary wall, and the boundary between the units is The walls and buttresses are earthquake-resistant walls, the floor slabs on each floor are made of reinforced concrete or precast concrete plates using unbonded PC steel wire, and a seismic isolation device is installed under the floor slab on the lowest floor. High-rise apartment complex.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3364386A JPS62194369A (en) | 1986-02-18 | 1986-02-18 | High multiple dwelling house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3364386A JPS62194369A (en) | 1986-02-18 | 1986-02-18 | High multiple dwelling house |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62194369A JPS62194369A (en) | 1987-08-26 |
| JPH0465191B2 true JPH0465191B2 (en) | 1992-10-19 |
Family
ID=12392126
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3364386A Granted JPS62194369A (en) | 1986-02-18 | 1986-02-18 | High multiple dwelling house |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS62194369A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2014034758A (en) * | 2012-08-07 | 2014-02-24 | Misawa Homes Co Ltd | Installation structure of vibration control device |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1181450A (en) * | 1997-09-01 | 1999-03-26 | Nippon Steel Corp | Floor / wall reinforced concrete structures without beams |
| JP4762406B2 (en) * | 2000-09-21 | 2011-08-31 | 株式会社竹中工務店 | High-rise building |
| JP4756795B2 (en) * | 2001-09-12 | 2011-08-24 | 三井住友建設株式会社 | Plate house |
| JP4690715B2 (en) * | 2004-12-14 | 2011-06-01 | 株式会社竹中工務店 | Seismic isolation structure of building |
| JP6045807B2 (en) * | 2012-04-03 | 2016-12-14 | 鹿島建設株式会社 | Seismic element intensive structure |
| JP6207176B2 (en) * | 2013-02-25 | 2017-10-04 | 矢作建設工業株式会社 | Wall structure building |
-
1986
- 1986-02-18 JP JP3364386A patent/JPS62194369A/en active Granted
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2014034758A (en) * | 2012-08-07 | 2014-02-24 | Misawa Homes Co Ltd | Installation structure of vibration control device |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS62194369A (en) | 1987-08-26 |
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