JP3301574B2 - Vibration control plate apartment - Google Patents

Vibration control plate apartment

Info

Publication number
JP3301574B2
JP3301574B2 JP32261495A JP32261495A JP3301574B2 JP 3301574 B2 JP3301574 B2 JP 3301574B2 JP 32261495 A JP32261495 A JP 32261495A JP 32261495 A JP32261495 A JP 32261495A JP 3301574 B2 JP3301574 B2 JP 3301574B2
Authority
JP
Japan
Prior art keywords
vibration
apartment house
vibration control
frame
plate
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 - Lifetime
Application number
JP32261495A
Other languages
Japanese (ja)
Other versions
JPH09158530A (en
Inventor
侑弘 五十殿
潤 大川
幸正 山本
友則 池浦
紀英 小鹿
信義 長尾
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP32261495A priority Critical patent/JP3301574B2/en
Publication of JPH09158530A publication Critical patent/JPH09158530A/en
Application granted granted Critical
Publication of JP3301574B2 publication Critical patent/JP3301574B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Load-Bearing And Curtain Walls (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

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、奥行きが短く、縦
列連戸する板状集合住宅に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a plate-shaped apartment house which has a short depth and is connected in tandem.

【0002】[0002]

【従来の技術】図12に示すような奥行きが短く、縦列
連戸する板状集合住宅の耐震架構は、張間方向αは戸境
壁1を耐震壁主体架構とし、桁行方向βは柱・梁からな
るラーメン架構2としている。
2. Description of the Related Art As shown in FIG. 12, a seismic frame of a plate-like apartment house having a short depth and connected in a row in a row has a door boundary wall 1 in a tension direction α, and a column structure in a girder direction β. It is a ramen frame 2 composed of beams.

【0003】このような板状集合住宅では建築計画上、
張間方向αのみが開口部となり、桁行方向βの柱・梁断
面をできる限り小さくすることが望まれるからである。
[0003] In such a plate-shaped apartment house, due to architectural planning,
This is because it is desired that only the gap direction α be an opening, and the column / beam cross section in the row direction β be as small as possible.

【0004】[0004]

【発明が解決しようとする課題】耐震性の観点からみる
と、張間方向αは耐震壁主体架構のため大きな水平耐力
が期待でき、地震時の揺れも小さい。また、より安全性
を向上させるために壁厚を増す場合にも居住空間へ与え
る影響も小さい。
From the viewpoint of earthquake resistance, a large horizontal strength can be expected in the tension direction α because the frame is mainly composed of a shear wall, and the shaking during an earthquake is small. In addition, even when the wall thickness is increased to improve safety, the influence on the living space is small.

【0005】これに対して、桁行方向βは純ラーメンの
ため、耐力よりもじん性に期待することが一般で、地震
時のゆれも大きい。そこで、安全性向上のためやゆれの
低減のための柱・梁断面増は住宅としての唯一の開口部
面積を小さくすることになり、建築計画上好ましくな
い。
On the other hand, since the beam direction β is a pure ramen, it is generally expected that the toughness is higher than the proof strength, and the vibration during an earthquake is large. Therefore, increasing the cross section of columns and beams to improve safety and reduce shaking will reduce the area of the only opening as a house, which is not preferable in a construction plan.

【0006】また、このような桁行方向βの耐震性向上
の手段として、振動エネルギーを吸収するダンパ類を組
み込み、揺れを吸収するシステムであるパッシブ制震の
制震装置をラーメン架構に組み込んで、柱・梁断面を大
きくすることなく、地震入力と揺れを低減することも考
えられる。
As means for improving the seismic resistance in the girder direction β, dampers for absorbing vibration energy are incorporated, and a passive vibration control device, which is a system for absorbing vibration, is incorporated in a rigid frame. It is conceivable to reduce earthquake input and sway without increasing the column / beam cross section.

【0007】しかしこの制震装置はラーメン架構と切離
して独立させて設けたのでは、曲げ変形が生じ、制震効
果が著しく減じることになるので、ラーメン架構内に組
み込むものとなり、前記柱・梁の断面増の場合と同じく
開口部面積を小さくすることになり、建築計画上好まし
くない。
However, if the vibration damping device is provided separately from and separate from the ramen frame, bending deformation occurs and the vibration damping effect is significantly reduced. As in the case of increasing the cross-section, the opening area is reduced, which is not preferable in the architectural planning.

【0008】これに対して曲げ変形を生じさせないよう
な独立した制震架構とすることでラーメン架構と切離し
て独立させて設けることも可能であるが、このような独
立架構では大きな鉛直方向軸剛性及び引っ張り反力が必
要となり、不経済な、または不可能な設計となる。
On the other hand, it is possible to provide an independent vibration control frame that does not cause bending deformation so that it can be separated from the rigid frame and provided independently. However, such an independent frame has a large vertical axial rigidity. And a pulling reaction force is required, resulting in an uneconomical or impossible design.

【0009】本発明の目的は前記従来例の不都合を解消
し、耐震性能を向上させるのに、開口部面積を小さくす
ることなく、しかも安価な構造ですむ制震板状集合住宅
を提供することにある。
An object of the present invention is to provide a vibration-damping plate-shaped apartment house which can solve the disadvantages of the conventional example and improve seismic performance without reducing the opening area and using an inexpensive structure. It is in.

【0010】[0010]

【課題を解決するための手段】本発明は前記目的を達成
するため、第1に、張間方向は戸境壁を耐震壁主体架構
とし、桁行方向は柱・梁からなるラーメン架構とした、
奥行きが短く、縦列連戸する板状集合住宅において、制
震装置を組み込むのに、この制震装置を組み込む構面で
ある制震構面を、桁行ラーメン架構から分離した場所
して前記ラーメン架構の構面外で、かつ、戸境壁に制震
構面の端部を結合させて戸境壁の剛性を利用して設けた
こと、第2に、制震構面は、集合住宅の2層または3層
またはそれ以上の階数毎に設けること、第3に、制震構
面の両側に、奥行きが短く、縦列連戸する板状集合住宅
の住戸を配置することを要旨とするものである。
Means for Solving the Problems In order to achieve the above object, the present invention firstly provides a frame structure mainly composed of a seismic wall for a door boundary wall in a tension direction and a rigid frame composed of columns and beams in a girder direction.
Depth short, in the plate-shaped housing complex of tandem rent, to incorporate the vibration control device, the vibration control Plane a Plane to incorporate this vibration control device, and a location separate from the Longitudinal noodles Frames
Outside the surface of the ramen frame, and provided by utilizing the rigidity of the door boundary wall by connecting the end of the vibration control wall to the door boundary wall. Thirdly, to provide two or three or more floors of multi-family dwellings, and thirdly, to arrange flat dwelling dwelling units with short depth and tandem on both sides of the damping structure It is an abstract.

【0011】請求項1記載の本発明によれば、曲げ変形
を生じさせないために、制震装置を組み込むのに戸境壁
の剛性を利用するので、桁行ラーメン架構から分離した
場所でも独立した制震架構を設けずに組み込むことがで
き、桁行ラーメン架構での開口部の面積を減じるおそれ
もない。
According to the first aspect of the present invention, since the rigidity of the door boundary wall is used to incorporate the vibration damping device in order to prevent bending deformation, independent control is possible even in a place separated from the girder frame structure. It can be incorporated without providing a seismic frame, and there is no danger of reducing the area of the opening in the girder frame structure.

【0012】請求項2記載の本発明によれば、前記作用
に加えて、制震構面は、集合住宅の2層または3層また
はそれ以上の階数毎に設けることとしたので、より大き
な層間変位が生じて制震効果が発揮できる。
According to the second aspect of the present invention, in addition to the above-mentioned function, the damping structure is provided for every two or three or more floors of the apartment house. Displacement occurs and the vibration control effect can be exhibited.

【0013】軸剛性が確保されても、通常の基礎では引
き抜き耐力が小さいため、基礎へ大きな引抜力を生じさ
せることに対する対処が必要となり、このために特別な
基礎を設けるのでは基礎工事費が高くなり不経済とな
る。請求項3記載の本発明によれば、制震構面の両側に
住戸を配置することで、その自重により基礎引抜き力を
緩和させることができる。
[0013] Even if the shaft rigidity is ensured, since the pull-out resistance is small in a normal foundation, it is necessary to take measures to generate a large pull-out force on the foundation. It becomes expensive and uneconomical. According to the third aspect of the present invention, by disposing the dwelling units on both sides of the damping structure surface, the pulling force of the foundation can be reduced by its own weight.

【0014】[0014]

【発明の実施の形態】以下、本発明の実施の形態を詳細
に説明する。図1、図2はそれぞれ本発明の制震板状集
合住宅の第1実施形態、第2実施形態を示す平面図であ
る。
Embodiments of the present invention will be described below in detail. 1 and 2 are plan views showing a first embodiment and a second embodiment, respectively, of a vibration damping plate-shaped apartment house of the present invention.

【0015】図1は片廊下の集合住宅の基準階の平面
図、図2は2戸1EV(エレベーター)の集合住宅の基
準階の平面図で、本発明の制震板状集合住宅も前記図16
に示す従来例と同じく、張間方向αは戸境壁1を耐震壁
主体架構とし、桁行方向βは柱・梁からなるラーメン架
構2としている。図中20は階段、21はエレベーターを示
す。
FIG. 1 is a plan view of a reference floor of an apartment house in a single corridor, and FIG. 2 is a plan view of a reference floor of an apartment house of two houses and one EV (elevator). 16
As in the conventional example shown in FIG. 1, in the span direction α, the door boundary wall 1 is a frame mainly composed of an earthquake-resistant wall, and in the girder direction β is a rigid frame 2 composed of columns and beams. In the figure, reference numeral 20 denotes a stair, and reference numeral 21 denotes an elevator.

【0016】本発明は制震装置を組み込むのに、制震構
面3を、桁行ラーメン架構2から分離した場所として
記桁行ラーメン架構の構面外で、かつ、戸境壁1の剛性
を利用して設けた。
[0016] to the present invention incorporates a vibration control apparatus, the vibration control Plane 3, before as a place that is separate from the Longitudinal ramen Frame 2
It was provided outside the construction of the girder-column frame and utilizing the rigidity of the door border wall 1.

【0017】なお、制震構面3に組み込む制震装置とし
ては振動エネルギーを吸収するダンパ類を組み込み、揺
れを吸収するシステムであるパッシブ制震の制震装置が
好適であり、梁等にハチの巣型のダンパを組み込み、振
動エネルギーを吸収するハニカムダンパシステムや、建
物の骨組みと一体化させた超耐久性型のオイルダンパ22
(図4〜7参照)が振動を吸収するハイダンピングシス
テム等が利用できる。
As a vibration damping device to be incorporated into the vibration damping structure 3, a passive vibration damping device which incorporates dampers for absorbing vibration energy and absorbs vibration is preferable. Honeycomb damper system that incorporates a nest-type damper to absorb vibration energy, and a super-durable oil damper 22 that is integrated with the building framework 22
A high damping system or the like that absorbs vibration (see FIGS. 4 to 7) can be used.

【0018】さらに制震構面3の設け方は図3に示すよ
うに4連戸の場合で2連戸の棟の間に設ける場合、6連
戸の場合で3連戸の棟の間に設ける場合、8連戸の場合
で4連戸の棟の間に設ける場合、16連戸の場合で2連戸
と8連戸の棟の間に設ける場合など種々選択できる。
Further, as shown in FIG. 3, the vibration control surface 3 is provided between two wings in the case of four doors, and between three wings in the case of six doors as shown in FIG. There can be various choices, such as installation, eight-door installation between four-door ridges, and 16-door installation between two- and eight-door ridges.

【0019】この制震構面3は図4〜図7に示すように
集合住宅の2層または3層またはそれ以上の階数に渡る
ような大型トラス状の構成としてもよい。
As shown in FIGS. 4 to 7, the seismic control structure 3 may have a large truss-like configuration extending over two or three or more floors of an apartment house.

【0020】さらにこのように制震構面3を複数の階数
に渡るように設ける際には、床が図1に示すように分断
されているのではなく連続している場合には図8に示す
ように床4にスリット5を形成して床4と制震構面3と
の縁を切っておく。
Further, when the damping structure 3 is provided so as to extend over a plurality of floors, if the floor is not divided as shown in FIG. As shown, a slit 5 is formed in the floor 4 to cut off the edge between the floor 4 and the damping structure surface 3.

【0021】また、制震構面3の両側には住戸が配置さ
れるが、その自重により基礎引抜き力を緩和させること
ができる。
Although dwelling units are arranged on both sides of the damping structure 3, the pulling force of the foundation can be reduced by its own weight.

【0022】図9〜図11にはさらに本発明の応用例を
示すが、長大化、高層化、リング化、および複数棟によ
る街区構成型など種々の例が考えられる。
FIG. 9 to FIG. 11 show further application examples of the present invention, and various examples such as an increase in length, an increase in height, a ring, and a block configuration type with a plurality of buildings can be considered.

【0023】[0023]

【発明の効果】以上述べたように本発明の制震板状集合
住宅は、奥行きが短く、縦列連戸する場合に、耐震性能
を向上させるのに、開口部面積を小さくすることなく、
しかも独立した制震架構を設けずに制震装置を組み込む
ことができ、安価な構造ですむものである。
As described above, the vibration-damping plate-shaped apartment house of the present invention has a short depth, and when connected in tandem, improves the seismic performance without reducing the opening area.
Moreover, the vibration control device can be incorporated without providing an independent vibration control frame, and the structure can be inexpensive.

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

【図1】本発明の制震板状集合住宅の第1実施形態を示
す平面図である。
FIG. 1 is a plan view showing a first embodiment of a vibration damping plate-shaped apartment house according to the present invention.

【図2】本発明の制震板状集合住宅の第2実施形態を示
す平面図である。
FIG. 2 is a plan view showing a second embodiment of a vibration-damping plate-shaped apartment house according to the present invention.

【図3】本発明の制震板状集合住宅の住棟パターンを示
す説明図である。
FIG. 3 is an explanatory diagram showing a house ridge pattern of the vibration damping plate-shaped apartment house of the present invention.

【図4】本発明の制震板状集合住宅の制震構面の配置の
第4例を示す側面図である。
FIG. 4 is a side view showing a fourth example of an arrangement of a vibration control surface of a vibration control plate-shaped apartment house of the present invention.

【図5】本発明の制震板状集合住宅の制震構面の配置の
第5例を示す側面図である。
FIG. 5 is a side view showing a fifth example of the arrangement of the vibration control structure of the vibration control plate-shaped apartment house of the present invention.

【図6】本発明の制震板状集合住宅の制震構面の配置の
第6例を示す側面図である。
FIG. 6 is a side view showing a sixth example of the arrangement of the vibration damping structure of the vibration damping plate-shaped apartment house of the present invention.

【図7】本発明の制震板状集合住宅の制震構面の配置の
第7例を示す側面図である。
FIG. 7 is a side view showing a seventh example of the arrangement of the vibration control structure of the vibration control plate-shaped apartment house of the present invention.

【図8】本発明の制震板状集合住宅の制震構面の配置の
第1例で連続床の場合の平面図である。
FIG. 8 is a plan view of the first example of the arrangement of the vibration control structure of the vibration control plate-shaped apartment house of the present invention in the case of a continuous floor.

【図9】本発明の制震板状集合住宅の第1応用例を示す
平面図である。
FIG. 9 is a plan view showing a first application example of the vibration damping plate-shaped apartment house of the present invention.

【図10】本発明の制震板状集合住宅の第2応用例を示
す平面図である。
FIG. 10 is a plan view showing a second application example of the vibration damping plate-shaped apartment house of the present invention.

【図11】本発明の制震板状集合住宅の第3応用例を示
す平面図である。
FIG. 11 is a plan view showing a third applied example of the vibration damping plate-shaped apartment house of the present invention.

【図12】従来例を示す部分平面図である。FIG. 12 is a partial plan view showing a conventional example.

【符号の説明】[Explanation of symbols]

1…戸境壁 2…ラーメン架構 3…制震構面 4…床 5…スリット 20…階段 21…エレベーター 22…オイルダンパ 1. Door wall 2. Ramen frame 3. Damping structure 4. Floor 5. Slit 20 ... Stairs 21 ... Elevator 22 ... Oil damper

フロントページの続き (51)Int.Cl.7 識別記号 FI // E04H 1/04 E04H 1/04 Z (72)発明者 池浦 友則 東京都港区元赤坂一丁目2番7号 鹿島 建設株式会社内 (72)発明者 小鹿 紀英 東京都港区元赤坂一丁目2番7号 鹿島 建設株式会社内 (72)発明者 長尾 信義 東京都港区元赤坂一丁目2番7号 鹿島 建設株式会社内 (56)参考文献 特開 平7−34722(JP,A) (58)調査した分野(Int.Cl.7,DB名) E04H 9/02 321 E04H 9/02 301 E04H 9/02 351 E04B 2/56 603 E04B 2/56 643 E04H 1/04 Continuation of the front page (51) Int.Cl. 7 Identification code FI // E04H 1/04 E04H 1/04 Z (72) Inventor Tomonori Ikeura Kashima Construction Co., Ltd. 1-2-7 Moto-Akasaka, Minato-ku, Tokyo (72) Inventor Norihide Oga Kashima Construction Co., Ltd. 1-2-7 Moto-Akasaka, Minato-ku, Tokyo (72) Inventor Nobuyoshi Nagao 1-2-7 Moto-Akasaka 1-chome, Minato-ku, Tokyo Kashima Construction Co., Ltd. 56) References JP-A-7-34722 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) E04H 9/02 321 E04H 9/02 301 E04H 9/02 351 E04B 2/56 603 E04B 2/56 643 E04H 1/04

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 張間方向は戸境壁を耐震壁主体架構と
し、桁行方向は柱・梁からなるラーメン架構とした、奥
行きが短く、縦列連戸する板状集合住宅において、制震
装置を組み込むのに、この制震装置を組み込む構面であ
る制震構面を、桁行ラーメン架構から分離した場所とし
て前記ラーメン架構の構面外で、かつ、戸境壁に制震構
面の端部を結合させて戸境壁の剛性を利用して設けたこ
とを特徴とする制震板状集合住宅。
1. In a plate-type apartment house with a short depth and a row of columns, a door frame is made of a frame mainly composed of a seismic wall and a girder direction is made of a rigid frame composed of columns and beams. incorporated to, the vibration control Plane is a Plane to incorporate this vibration control apparatus, and a place that is separate from the Longitudinal ramen Frames
A damping plate-shaped apartment house which is provided outside the structure of the ramen frame, and is provided using the rigidity of the door-bounding wall by connecting an end of the vibration-damping wall to the door-bounding wall.
【請求項2】 制震構面は、集合住宅の2層または3層
またはそれ以上の階数毎に設ける請求項1記載の制震板
状集合住宅。
2. The vibration-damping plate-shaped apartment house according to claim 1, wherein the damping structure is provided for every two or three stories or more floors of the apartment house.
【請求項3】 制震構面の両側に、奥行きが短く、縦列
連戸する板状集合住宅の住戸を配置する請求項1または
請求項2記載の制震板状集合住宅。
3. The vibration-damping plate-shaped apartment house according to claim 1, wherein dwellings of a plate-shaped apartment house having a short depth and connected in series are arranged on both sides of the vibration control structure surface.
JP32261495A 1995-12-12 1995-12-12 Vibration control plate apartment Expired - Lifetime JP3301574B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32261495A JP3301574B2 (en) 1995-12-12 1995-12-12 Vibration control plate apartment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32261495A JP3301574B2 (en) 1995-12-12 1995-12-12 Vibration control plate apartment

Publications (2)

Publication Number Publication Date
JPH09158530A JPH09158530A (en) 1997-06-17
JP3301574B2 true JP3301574B2 (en) 2002-07-15

Family

ID=18145687

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32261495A Expired - Lifetime JP3301574B2 (en) 1995-12-12 1995-12-12 Vibration control plate apartment

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Country Link
JP (1) JP3301574B2 (en)

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JP6045807B2 (en) * 2012-04-03 2016-12-14 鹿島建設株式会社 Seismic element intensive structure
CN112252473B (en) * 2020-10-26 2024-08-20 上海泰大建筑科技有限公司 Fully assembled house structure system

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