JP2972986B2 - Collision mitigation structure - Google Patents

Collision mitigation structure

Info

Publication number
JP2972986B2
JP2972986B2 JP7199105A JP19910595A JP2972986B2 JP 2972986 B2 JP2972986 B2 JP 2972986B2 JP 7199105 A JP7199105 A JP 7199105A JP 19910595 A JP19910595 A JP 19910595A JP 2972986 B2 JP2972986 B2 JP 2972986B2
Authority
JP
Japan
Prior art keywords
building
collision
housing structure
space
building body
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
Application number
JP7199105A
Other languages
Japanese (ja)
Other versions
JPH0925736A (en
Inventor
英敏 吉田
創之介 吉田
英之 小坂
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.)
Mitsui Construction Co Ltd
Original Assignee
Mitsui Construction Co Ltd
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 Mitsui Construction Co Ltd filed Critical Mitsui Construction Co Ltd
Priority to JP7199105A priority Critical patent/JP2972986B2/en
Publication of JPH0925736A publication Critical patent/JPH0925736A/en
Application granted granted Critical
Publication of JP2972986B2 publication Critical patent/JP2972986B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、建築物本体に囲まれた
ボイド空間部を有し、該ボイド空間部に立体駐車場設備
や倉庫等の、内部に収容空間を有する収容構造物を設け
た建築物において、風や地震などにより建築物が揺れた
際に、該建築物を成す収容構造物と建築物本体とが衝突
して破損することを防止するのに好適な衝突緩和構造に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention has a void space surrounded by a main body of a building, and the void space is provided with a storage structure having a storage space therein, such as a multilevel parking facility or a warehouse. TECHNICAL FIELD The present invention relates to a collision mitigation structure suitable for preventing, when a building shakes due to a wind, an earthquake, or the like, the housing structure constituting the building collides with a building body and is damaged.

【0002】[0002]

【従来の技術】従来、集合住宅等である建築物本体及
び、該建築物本体に囲まれたボイド空間部を有し、該ボ
イド空間部に立体駐車場設備や倉庫等の、内部に収容空
間を有する収容構造物を設けた建築物が構築されてい
る。また従来、収容構造物内で発生する騒音や振動が、
居住空間をもつ建築物本体側に伝達されるのを極力防止
するため、これら建築物本体と収容構造物との間にはク
リアランス空間が設けられていた。
2. Description of the Related Art Conventionally, a building main body such as an apartment house and a void space surrounded by the building main body are provided, and a space such as a multilevel parking facility or a warehouse is provided in the void space. The building provided with the accommodation structure which has is built. Conventionally, noise and vibration generated in the accommodation structure
In order to minimize transmission to the building body having a living space, a clearance space is provided between the building body and the housing structure.

【0003】[0003]

【発明が解決しようとする課題】しかし、建築物本体と
収容構造物との間にクリアランス空間が設けられていた
ため、建築物が風や地震などの外力を受けて揺れると、
収容構造物と建築物本体とが衝突し破損する可能性があ
り不都合であった。そこで本発明は上記事情に鑑み、立
体駐車場設備や倉庫等の収容空間を有する収容構造物を
ボイド空間部に設ける建築物において、風や地震などを
受けて建築物が揺れる際に、該建築物を成す収容構造物
と建築物本体とが衝突して破損することを防止できる衝
突緩和構造を提供することを目的とする。
However, since a clearance space is provided between the main body of the building and the housing structure, when the building is shaken by an external force such as a wind or an earthquake,
The housing structure and the building body may collide with each other and be damaged, which is inconvenient. In view of the above circumstances, the present invention relates to a building in which a storage structure having a storage space such as a multi-story parking facility or a warehouse is provided in a void space portion. An object of the present invention is to provide a collision mitigation structure that can prevent a housing structure forming an object from colliding with a building body and being damaged.

【0004】[0004]

【課題を解決するための手段】即ち本発明のうち第一の
発明は、建築物本体(2)と、該建築物本体(2)に囲
まれて上下方向に伸延する空間部分であるボイド空間部
(3)を有し、前記ボイド空間部(3)に、内部に収容
空間(5a)を有する収容構造物(5)を設けた建築物
(1)において、前記建築物本体(2)と前記収容構造
物(5)の間にクリアランス空間(6)を設け、前記収
容構造物(5)の上面部(5b)に収容構造物側架台
(11)を設け、前記収容構造物側架台(11)に、水
平方向に向いた第1衝突抑制部(11a)を設け、前記
建築物本体(2)の前記ボイド空間部(3)側に、支持
架台(7)を、該ボイド空間部(3)内で、かつ前記収
容構造物(5)の上方に配置して設け、前記支持架台
(7)に、前記第1衝突抑制部(11a)に対して水平
に対向した形で第2衝突抑制部(10a)を設け、前記
第1及び第2衝突抑制部(11a、10a)の間に緩衝
部材(12)を、前記第1及び第2衝突抑制部(11
a、10a)の間に隙間空間(13)が形成される形で
設置し、前記建築物本体と収容構造物が相対的に揺れた
場合、前記建築物本体と収容構造物とが、前記第1及び
第2衝突抑制部が前記緩衝部材を介して当該収容構造物
の頂部位置でのみ衝突するようにして構成される。
That is, a first aspect of the present invention relates to a building body (2) and a void space which is a space portion which is surrounded by the building body (2) and extends vertically. A building (1) having a housing (5) having a housing space (5a) therein in the void space (3). A clearance space (6) is provided between the housing structures (5), a housing structure-side mount (11) is provided on an upper surface portion (5b) of the housing structure (5), and the housing structure-side mount (11) is provided. 11), a first collision suppressing portion (11a) oriented in the horizontal direction is provided, and a support base (7) is attached to the void space (3) on the side of the void space (3) of the building body (2). 3) and provided above and above the storage structure (5), and the support stand (7) A second collision suppressor (10a) is provided so as to be horizontally opposed to the suppressor (11a), and a buffer member (12) is provided between the first and second collision suppressors (11a, 10a). The first and second collision suppressors (11
a, 10a) is installed in such a manner that a gap space (13) is formed between the building main body and the housing structure.
In the case, the building body and the housing structure are the first and the
A second collision suppressing portion configured to receive the storage structure via the buffer member;
Is configured to collide only at the top position .

【0005】また本発明のうち第二の発明は、第一の発
明による衝突緩和構造において、前記第1及び第2衝突
抑制部(11a、10a)は、水平方向に環状に形成さ
れている。
According to a second aspect of the present invention, in the collision mitigation structure according to the first aspect, the first and second collision suppressing portions (11a, 10a) are formed in a horizontal annular shape.

【0006】また本発明のうち第三の発明は、第一の発
明による衝突緩和構造において、前記支持架台(7)と
前記収容構造物側架台(11)の間を、減衰部材(2
1)を有する減衰接続部材(20)を介して接続した。
According to a third aspect of the present invention, in the collision mitigation structure according to the first aspect, an attenuating member (2) is provided between the support pedestal (7) and the housing-structure-side pedestal (11).
It connected via the damping connection member (20) which has 1).

【0007】また本発明のうち第四の発明は、第一の発
明による衝突緩和構造において、前記建築物本体(2)
と前記収容構造物(5)の剛性が互いに異なっている。
According to a fourth aspect of the present invention, in the collision mitigation structure according to the first aspect, the building body (2) is provided.
And the rigidity of the housing structure (5) are different from each other.

【0008】また本発明のうち第五の発明は、第四の発
明による衝突緩和構造において、前記建築物本体(2)
は補強コンクリート造であり、前記収容構造物(5)は
鉄骨造である。
According to a fifth aspect of the present invention, in the collision mitigation structure according to the fourth aspect, the building body (2) is provided.
Is a reinforced concrete structure, and the housing structure (5) is a steel frame structure.

【0009】また本発明のうち第六の発明は、第一の発
明による衝突緩和構造において、前記建築物本体(2)
と前記収容構造物(5)との間のクリアランス空間
(6)の幅(W1)は、前記第1及び第2衝突抑制部
(11a、10a)の間の隙間空間(13)の幅(W
2)より大きい。
According to a sixth aspect of the present invention, in the collision mitigation structure according to the first aspect, the building body (2) is provided.
The width (W1) of the clearance space (6) between the first space and the housing structure (5) is equal to the width (W) of the clearance space (13) between the first and second collision suppressing portions (11a, 10a).
2) Greater than.

【0010】また本発明のうち第七の発明は、第一の発
明による衝突緩和構造において、前記建築物本体(2)
は集合住宅であり、前記収容構造物(5)は立体駐車場
設備である。
According to a seventh aspect of the present invention, in the collision mitigation structure according to the first aspect, the building body (2) is provided.
Is an apartment house, and the accommodation structure (5) is a multi-story parking facility.

【0011】なお、括弧内の番号等は、図面における対
応する要素を示す便宜的なものであり、従って、本記述
は図面上の記載に限定拘束されるものではない。以下の
「作用」の欄についても同様である。
It should be noted that the numbers in parentheses and the like are for convenience showing the corresponding elements in the drawings, and therefore, the present description is not limited to the description on the drawings. The same applies to the following “action” column.

【0012】[0012]

【作用】上記した構成により本発明のうち第一の発明で
は、建築物本体(2)に対する収容構造物(5)の相対
的な揺れにより、収容構造物(5)が建築物本体(2)
に対して衝突する際には、第1及び第2衝突抑制部(1
1a、10a)の間において緩衝部材(12)を介して
衝突する
According to the first aspect of the present invention having the above-described structure, the housing structure (5) is moved relative to the building body (2) by the relative swing of the housing structure (5).
When the vehicle collides with the first vehicle, the first and second collision suppressors (1
1a, 10a) collide via the cushioning member (12)

【0013】また本発明のうち第二の発明では、建築物
本体(2)に対して収容構造物(5)が相対的に揺れ
て、収容構造物(5)が建築物本体(2)に対して衝突
する際、この揺れが水平方向でどの方向であったとして
も、収容構造物(5)と建築物本体(2)の間の衝突は
第1及び第2衝突抑制部(11a、10a)の間におい
て行われる。
In the second aspect of the present invention, the housing structure (5) swings relatively to the building body (2), and the housing structure (5) is moved to the building body (2). When the vehicle collides with the vehicle, no matter what direction the sway is in the horizontal direction, the collision between the housing structure (5) and the building main body (2) is caused by the first and second collision suppressing portions (11a, 10a). ).

【0014】また本発明のうち第三の発明では、建築物
本体(2)と収容構造物(5)が相対的に揺れようとす
る場合、支持架台(7)と収容構造物側架台(11)が
水平方向に相対移動しようとし、支持架台(7)と収容
構造物側架台(11)の相対移動しようとするエネルギ
ーは減衰接続部材(20)により吸収される。
According to a third aspect of the present invention, when the building body (2) and the housing structure (5) tend to swing relatively, the support frame (7) and the housing structure side frame (11). ) Attempts to move relative to each other in the horizontal direction, and energy to move relative to the support base (7) and the housing-structure-side base (11) is absorbed by the damping connection member (20).

【0015】また本発明のうち第四及び第五の発明で
は、建築物本体(2)と収容構造物(5)との間の固有
振動数等が異なるので、これら建築物本体(2)と収容
構造物(5)とが相対的に揺れて、緩衝部材(12)を
介して互いに衝突することにより、これら建築物本体
(2)と収容構造物(5)との間の相対的な揺れが効果
的に減衰される。
In the fourth and fifth aspects of the present invention, the natural frequency and the like between the building body (2) and the housing structure (5) are different. The housing structure (5) relatively sways and collides with each other via the cushioning member (12), so that the relative sway between the building body (2) and the housing structure (5). Is effectively attenuated.

【0016】また本発明のうち第六の発明では、建築物
本体(2)に対して収容構造物(5)が相対的に揺れ
て、第1及び第2衝突抑制部(11a、10a)の間の
距離が、揺れがなかった状態に比べて、これら第1及び
第2衝突抑制部(11a、10a)の間の隙間空間(1
3)の幅(W2)分短くなった状態になる毎に、従って
建築物本体(2)と収容構造物(5)との間の距離が、
揺れがなかった状態に比べて、これら建築物本体(2)
と収容構造物(5)との間のクリアランス空間(6)の
幅(W1)分まで短くなる前に、収容構造物(5)は建
築物本体(2)に対して、これら第1及び第2衝突抑制
部(11a、10a)の間において衝突する。
According to a sixth aspect of the present invention, the housing structure (5) swings relatively to the building body (2), and the first and second collision suppressing portions (11a, 10a) are moved. The distance between the first and second collision suppressors (11a, 10a) is smaller than the distance between the first and second collision suppressors (11a, 10a).
Each time it becomes shorter by the width (W2) of 3), the distance between the building body (2) and the accommodation structure (5) is
Compared to the state without shaking, these building bodies (2)
Before being reduced to the width (W1) of the clearance space (6) between the housing structure (5) and the housing structure (5), the housing structure (5) is moved relative to the building body (2) by the first and second structures. The collision occurs between the two collision suppression units (11a, 10a).

【0017】また本発明のうち第七の発明では、立体駐
車場設備内で生じる振動や騒音が、建築物本体(2)と
収容構造物(5)の間のクリアランス空間(12)及
び、第1及び第2衝突抑制部(11a、10a)の間の
隙間空間(13)によって、建築物本体(2)側に伝達
されない。
According to a seventh aspect of the present invention, vibrations and noises generated in the multi-story parking facilities are caused by the clearance space (12) between the building body (2) and the housing structure (5) and the second space. Due to the gap space (13) between the first and second collision suppressing portions (11a, 10a), the light is not transmitted to the building body (2).

【0018】[0018]

【実施例】以下、本発明の実施例を図面に基づき説明す
る。図1は、本発明による衝突緩和構造の一例を示す側
断面図、図2は、図1に示した衝突緩和構造のうち緩衝
部材付近を示した図、図3は、図1に示した衝突緩和構
造が適用された建築物を示した側断面図、図4は、図1
のX1−Y1線断面図、図5は、図1のX2−Y2線断
面図、図6は、本発明による衝突緩和構造の別の一例を
示す側断面図である。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a side sectional view showing an example of the collision mitigation structure according to the present invention, FIG. 2 is a view showing the vicinity of a buffer member in the collision mitigation structure shown in FIG. 1, and FIG. FIG. 4 is a side sectional view showing a building to which the relief structure is applied, and FIG.
5 is a sectional view taken along line X2-Y2 of FIG. 1, and FIG. 6 is a sectional side view showing another example of the collision mitigation structure according to the present invention.

【0019】本発明による衝突緩和構造が適用された建
築物1は、図3に示すように主体構造が鋼管コンクリー
ト(但し鋼管等は図示していない)で構築された高層マ
ンション等の集合住宅である建築物本体2を有してお
り、建築物本体2は複数の住戸等を複数階に亙り積層す
るような形で地盤60上に立設されている。建築物本体
2の中心部位には、該建築物本体2に囲まれて上下方向
に伸延する空間であるボイド空間部3が上下方向に伸延
した形で設けられている。ボイド空間部3には、前記建
築物本体2と同一の基礎上に立設された立体駐車場設備
5が上下方向に伸延した形で設けられており、立体駐車
場設備5は基本的に鉄骨造で構築されている。従って、
鋼管コンクリート造の建築物本体2と、鉄骨造の立体駐
車場設備5とではその剛性が異なっている。なお、立体
駐車場設備5内には、公知の循環式やエレベータ式の立
体駐車機(即ち、乗用車等の車両を駐車可能な、互いに
数珠状に連結された複数の格納ケージ50及び、これら
格納ケージ50を循環駆動させる駆動手段等からなる循
環式立体駐車機や、乗用車等の車両を駐車可能な、前記
格納ケージ50と類似した形の複数の格納ケージ及び、
これら格納ケージを移動駆動させる駆動手段等からなる
エレベータ式立体駐車機)が設置されており、従って立
体駐車場設備5の内部には車両を収容可能な収容空間5
a(即ち、各格納ケージ50内の空間)が設けられてい
る。また、立体駐車場設備5と建築物本体2の間には所
定の幅W1(平常状態での幅W1、即ち建築物1が風や
地震等による外力を受けていない状態での幅W1であ
る)のクリアランス空間6が、該立体駐車場設備5の周
囲を取り囲む形で設けられている。即ち、立体駐車場設
備5の各外壁面と建築物本体2の各内壁面とは直接接し
ていない。
The building 1 to which the collision mitigation structure according to the present invention is applied is an apartment house such as a high-rise apartment building whose main structure is constructed of steel pipe concrete (however, steel pipes and the like are not shown) as shown in FIG. The building main body 2 has a certain building main body 2, and the building main body 2 is erected on the ground 60 in such a manner that a plurality of dwelling units and the like are stacked over a plurality of floors. At the center of the building main body 2, a void space 3 which is a space surrounded by the building main body 2 and extending in the vertical direction is provided so as to extend in the vertical direction. The void space 3 is provided with a multi-story parking facility 5 erected on the same foundation as the building body 2 in a vertically extending manner. The multi-story parking facility 5 is basically a steel frame. It is built by building. Therefore,
The rigidity of the steel pipe concrete building main body 2 is different from that of the steel framed multi-story parking facility 5. In the multi-story parking facility 5, a plurality of storage cages 50, which can be used to park a vehicle such as a passenger car or the like, which are connected in a rosary shape, and a plurality of storage cages 50, which are well-known, can be stored. A circulation type multi-story parking machine including driving means for circulating the cage 50 and a plurality of storage cages similar to the storage cage 50 capable of parking a vehicle such as a passenger car; and
An elevator type multi-story parking machine including driving means for moving and driving these storage cages is installed.
a (that is, the space in each storage cage 50). In addition, a predetermined width W1 (width W1 in a normal state, that is, width W1 in a state where the building 1 is not subjected to an external force due to a wind, an earthquake, or the like) is provided between the multi-story parking facility 5 and the building body 2. The clearance space 6) is provided so as to surround the multi-story parking facility 5. That is, each outer wall surface of the multi-story parking facility 5 and each inner wall surface of the building body 2 are not in direct contact.

【0020】立体駐車場設備5は、図1及び図3及び図
5に示すように、その頂部位置CTである上面部5bに
設けられた緩衝部材支持架台11を有しており、緩衝部
材支持架台11は複数の鉄骨等を組み合わせた形で構成
され、立体駐車場設備5側に固定されている。緩衝部材
支持架台11の側部周囲には、前記建築物本体2側に向
かって水平方向に向いた形の、鉛直な対向面11aが水
平方向に環状(図5では正方形環状)に設けられてお
り、対向面11aには、図2に示すように、緩衝部材で
ある緩衝ゴム12が、該対向面11a全面に亙って環状
に接合されて設置されている。
As shown in FIGS. 1, 3 and 5, the multi-story parking facility 5 has a buffer member support base 11 provided on the upper surface 5b at the top position CT. The gantry 11 is configured by combining a plurality of steel frames and the like, and is fixed to the multistory parking facility 5 side. Around the side of the buffer member support base 11, a vertical facing surface 11a, which is oriented horizontally toward the building main body 2, is provided in a horizontal annular shape (in FIG. 5, a square annular shape). As shown in FIG. 2, a cushioning rubber 12 serving as a cushioning member is provided on the facing surface 11a so as to be joined annularly over the entire surface of the facing surface 11a.

【0021】また、建築物本体2のうちボイド空間部3
側の側部2aには、図1及び図3及び図4に示すよう
に、反力架構7が設けられている。即ち、反力架構7
は、建築物本体2のうちボイド空間部3を挟んで対向し
た側部2a、2a間に亙って架設された形で、従ってボ
イド空間部3内に配置された形で設けられた架構本体9
を有しており、架構本体9は複数の水平な鉄骨等が井桁
状に組まれて構成されている。また、架構本体9は前記
立体駐車場設備5の上面部5bよりも上方(図では緩衝
部材支持架台11より上方)に配置されている。なお、
架構本体9の位置に対応した建築物本体2の側部2a、
2aには、例えば梁(或いは柱)等としての鉄骨を設置
しておき、架構本体9と側部2a、2aとの接合部位
は、該架構本体9を構成する鉄骨と、前記側部2a、2
aに設置された鉄骨とを接合した形で構成する。(な
お、建築物本体2に対する反力架構7の接合方法は、上
述したもの以外にも様々な方法が可能である。) 架構本体9には、図1及び図2及び図5に示すように、
応力伝達部材10が水平方向に環状に垂設されており、
応力伝達部材10のうち、環の内側には前記緩衝部材支
持架台11の対向面11aに対して水平方向に対向した
鉛直な当接面10aが環状(図5では正方形環状)に形
成されている。なお、前記対向面11aに接合されてい
る前記緩衝ゴム12は、該対向面11a及び該対向面1
1aに対向した前記当接面10aの間に設置されている
ことになるが、該緩衝ゴム12と前記当接面10aの間
には所定の幅W2(平常状態での幅W2、即ち建築物1
が風や地震等による外力を受けていない状態での幅W2
である)の隙間空間13が形成されている。また、上述
した立体駐車場設備5と建築物本体2の間のクリアラン
ス空間6の幅W1は、前記対向面11a及び当接面10
aの間の隙間空間13の幅W2より大きくなっている。
The void space 3 of the building body 2
As shown in FIGS. 1, 3 and 4, a reaction frame 7 is provided on the side 2a. That is, the reaction force frame 7
Is a frame body provided between the side portions 2a and 2a of the building main body 2 opposed to each other with the void space portion 3 interposed therebetween, and thus provided in a form disposed in the void space portion 3. 9
The frame body 9 is configured by assembling a plurality of horizontal steel frames and the like in a cross-girder shape. Further, the frame body 9 is disposed above the upper surface 5b of the multi-story parking facility 5 (in the figure, above the buffer member support base 11). In addition,
A side portion 2a of the building body 2 corresponding to the position of the frame body 9,
For example, a steel frame as a beam (or a column) or the like is installed in 2a, and a joint portion between the frame body 9 and the side portions 2a and 2a is formed by a steel frame constituting the frame body 9 and the side portions 2a, 2
It is configured in such a manner that it is joined to the steel frame installed in a. (Note that various methods other than those described above can be used for joining the reaction force frame 7 to the building body 2.) As shown in FIGS. ,
The stress transmitting member 10 is vertically suspended annularly in the horizontal direction,
In the stress transmitting member 10, a vertical abutting surface 10a that is horizontally opposed to the opposing surface 11a of the buffer member support base 11 is formed in an annular shape (a square annular shape in FIG. 5) inside the ring. . The cushioning rubber 12 bonded to the opposing surface 11a includes the opposing surface 11a and the opposing surface 1a.
1a, the predetermined width W2 (the width W2 in a normal state, ie, a building structure) is provided between the cushioning rubber 12 and the contact surface 10a. 1
Width W2 when there is no external force due to wind or earthquake
) Is formed. Also, the width W1 of the clearance space 6 between the above-described multi-story parking facility 5 and the building body 2 depends on the facing surface 11a and the contact surface 10a.
The width is larger than the width W2 of the gap space 13 between “a” and “a”.

【0022】本発明による衝突緩和構造は以上のような
構成を有するので、建築物1が風や地震等の外力を受け
て水平方向に揺れた場合、建築物本体2に対して立体駐
車場設備5が相対的に揺れるようになる。この揺れによ
って建築物本体2に対して立体駐車場設備5が水平方向
に変位する。更に、立体駐車場設備5が建築物本体2に
対して水平方向に変位し、該変位した側において反力架
構7側の当接面10aと緩衝部材支持架台11側の対向
面11aの間の距離が、揺れがなかった状態(即ち、上
述した平常状態)に比べて前記幅W2分短だけくなった
状態になる。つまり、立体駐車場設備5は建築物本体2
に対して、これら当接面10aと対向面11aの間にお
いて、緩衝ゴム12を介して衝突する。従って、建築物
本体2と立体駐車場設備5が衝突する際の衝撃は緩衝ゴ
ム12によって緩和されるので、建築物1を成す立体駐
車場設備5と建築物本体2とが衝突して破損することは
ない。なお、上述したようにクリアランス空間6の幅W
1は隙間空間13の幅W2より大きいので、建築物本体
2に対して立体駐車場設備5が相対的に揺れて、当接面
10aと対向面11aの間の距離が、揺れがなかった状
態(即ち、上述した平常状態)に比べて前記幅W2分短
くなった状態になる毎に、従って建築物本体2と立体駐
車場設備5との間の距離が、揺れがなかった状態に比べ
て、前記クリアランス空間6の幅W1分まで短くなる前
に、立体駐車場設備5は建築物本体2に対して、当接面
10aと対向面11aの間において衝突するようにな
る。従って、建築物本体2と立体駐車場設備5との衝突
は、当接面10aと対向面11aの間の緩衝ゴム12を
介した衝突以外の形では行われないので、建築物1を成
す立体駐車場設備5と建築物本体2とが衝突して破損す
ることは防止される。以上のように建築物本体2と立体
駐車場設備5とが衝突した後、立体駐車場設備5は、該
衝突により、建築物本体2に対して変位してきた方向と
は反対方向に変位するようになり、建築物本体2と立体
駐車場設備5とは、前回の衝突が行われた当接面10a
及び対向面11aとは反対側の当接面10a及び対向面
11aにおいて衝突する。このように立体駐車場設備5
が、変位及び建築物本体2との衝突を繰返す形で正逆方
向に揺れながら、この揺れのエネルギーを消耗して静止
するようになる。
Since the collision mitigation structure according to the present invention has the above-described structure, when the building 1 is horizontally shaken by an external force such as a wind or an earthquake, a multi-story parking facility is provided to the building body 2. 5 relatively shakes. Due to this swing, the multi-story parking facility 5 is displaced in the horizontal direction with respect to the building body 2. Further, the multi-story parking facility 5 is displaced in the horizontal direction with respect to the building main body 2, and between the contact surface 10 a on the reaction force frame 7 side and the opposing surface 11 a on the buffer member support base 11 side on the displaced side. The distance becomes shorter by the width W2 than in the state where there is no swing (that is, the normal state described above). That is, the multistory parking facility 5 is the building body 2
Collides between the contact surface 10a and the opposing surface 11a via the cushioning rubber 12. Accordingly, the impact when the building body 2 and the multi-story parking facility 5 collide is mitigated by the buffer rubber 12, so that the multi-story parking facility 5 constituting the building 1 collides with the building body 2 and is damaged. Never. The width W of the clearance space 6 is as described above.
1 is larger than the width W2 of the clearance space 13, the multi-story parking lot equipment 5 is relatively shaken with respect to the building body 2, and the distance between the contact surface 10a and the facing surface 11a is not shaken. Each time the state becomes shorter by the width W2 than in the normal state described above, the distance between the building body 2 and the multi-story parking facility 5 is accordingly smaller than in the state where there is no shaking. Before the clearance space 6 becomes shorter than the width W1 of the clearance space 6, the multi-story parking facility 5 collides against the building body 2 between the contact surface 10a and the facing surface 11a. Therefore, the collision between the building body 2 and the multi-story parking facility 5 is not performed except in the form of the collision between the abutment surface 10a and the opposing surface 11a via the cushioning rubber 12, so that the three-dimensional structure forming the building 1 is formed. Collision between the parking lot equipment 5 and the building main body 2 is prevented from being damaged. As described above, after the building body 2 and the multi-story parking facility 5 collide, the multi-story parking facility 5 is displaced in the opposite direction to the direction displaced with respect to the building body 2 due to the collision. The building body 2 and the multi-story parking facility 5 are in contact with the contact surface 10a where the previous collision was performed.
The collision occurs on the contact surface 10a and the opposing surface 11a opposite to the opposing surface 11a. Thus, multi-story parking facilities 5
However, while oscillating in the forward and reverse directions in such a manner that the displacement and the collision with the building body 2 are repeated, the energy of the oscillation is consumed and the vehicle comes to rest.

【0023】なお本発明による衝突緩和構造では、反力
架構7等の支持架台と緩衝部材支持架台11等の収容構
造物側架台の間を、粘弾性部材21等の減衰部材を有す
るダンパユニット20等の減衰接続部材を介して接続し
てもよい。即ち、反力架構7と緩衝部材支持架台11の
間は、図6に示すように複数のダンパユニット20(図
6では2つ図示)で接続されている。各ダンパユニット
20は上下方向に伸延した柱状の粘弾性部材21を有し
ている。従って、建築物1が風や地震等の外力を受け
て、建築物本体2と立体駐車場設備5が相対的に揺れよ
うとする場合には、これら建築物本体2の反力架構7
と、立体駐車場設備5の緩衝部材支持架台11が水平方
向に相対移動しようとし、反力架構7と緩衝部材支持架
台11を接続したダンパユニット20の粘弾性部材21
が剪断力等を受けて変形する。つまり、これら反力架構
7と緩衝部材支持架台11が相対的に移動しようとする
エネルギーはダンパユニット20により吸収されるの
で、結局、建築物本体2と立体駐車場設備5が相対的に
揺れようとするエネルギーが減衰される。従って、建築
物本体2と立体駐車場設備5の相対的な揺れが極力抑制
され、建築物本体2と立体駐車場設備5が衝突する際の
衝撃も緩和される。
In the collision mitigation structure according to the present invention, a damper unit 20 having a damping member such as a viscoelastic member 21 is provided between the supporting frame such as the reaction force frame 7 and the supporting structure side frame such as the buffering member supporting frame 11. May be connected via a damping connection member such as. That is, a plurality of damper units 20 (two shown in FIG. 6) are connected between the reaction force frame 7 and the cushioning member support base 11 as shown in FIG. Each damper unit 20 has a column-shaped viscoelastic member 21 extending vertically. Therefore, when the building 1 is subjected to an external force such as a wind or an earthquake, and the building main body 2 and the multi-story parking facility 5 are relatively shaken, the reaction frame 7 of the building main body 2 is used.
And the viscoelastic member 21 of the damper unit 20 connecting the reaction force frame 7 and the buffer member support gantry 11 with the buffer member support gantry 11 of the multi-story parking facility 5 trying to move relatively in the horizontal direction.
Are deformed by a shearing force or the like. That is, since the energy that the reaction force frame 7 and the buffer member support base 11 try to move relatively is absorbed by the damper unit 20, the building body 2 and the multi-story parking facility 5 will eventually shake relatively. Is attenuated. Therefore, the relative shaking of the building main body 2 and the multi-story parking facility 5 is suppressed as much as possible, and the impact when the building main body 2 and the multi-story parking lot facility 5 collide is also mitigated.

【0024】また上述の実施例においては、緩衝部材で
ある緩衝ゴム12を第1衝突抑制部である対向面11a
にのみ設けているが、緩衝部材を第2衝突抑制部にのみ
設けてもよいし、第1及び第2衝突抑制部の両方に設け
てもよい。更に、緩衝部材は緩衝ゴム12に限らず、そ
の他の部材を採用することも可能である。例えば緩衝部
材として粘弾性ダンパやオイルダンパ等を採用してもよ
い。
In the above-described embodiment, the cushioning rubber 12 as the cushioning member is connected to the opposing surface 11a as the first collision suppressing portion.
However, the cushioning member may be provided only in the second collision suppression unit, or may be provided in both the first and second collision suppression units. Further, the cushioning member is not limited to the cushioning rubber 12, and other members can be employed. For example, a viscoelastic damper, an oil damper, or the like may be employed as the buffer member.

【0025】更に上述の実施例においては、第1及び第
2衝突抑制部である対向面11a及び当接面10aは、
水平方向に環状に形成されていたので、建築物本体2に
対して立体駐車場設備5が相対的に揺れて、立体駐車場
設備5が建築物本体2に対して衝突する際、この揺れが
水平方向でどの方向であったとしても、立体駐車場設備
5と建築物本体2の間の衝突は対向面11a及び当接面
10aの間において緩衝ゴム12を介して行われるよう
になっていた。しかし、建築物本体2に対する立体駐車
場設備5の相対的な揺れの方向が、例えば1つの正逆方
向のみしかないと予想されるような場合には、第1及び
第2衝突抑制部を、建築物本体2に対する立体駐車場設
備5の相対的な揺れが生じ得る方向にのみ設けることも
できる。こうすることにより施工における手間が省けて
都合がよい。
Further, in the above-described embodiment, the opposing surface 11a and the contact surface 10a, which are the first and second collision suppressing portions,
Since the multi-story parking lot equipment 5 is shaken relatively to the building main body 2 because it is formed in a ring shape in the horizontal direction, and when the multi-story parking lot equipment 5 collides with the building main body 2, this shaking is caused. Regardless of the horizontal direction, the collision between the multi-story parking facility 5 and the building body 2 is performed via the cushioning rubber 12 between the facing surface 11a and the contact surface 10a. . However, in the case where it is expected that the direction of relative swing of the multi-story parking facility 5 with respect to the building body 2 is, for example, only one forward / reverse direction, the first and second collision suppression units are provided. It can also be provided only in a direction in which the relative sway of the multistory parking facility 5 with respect to the building body 2 can occur. This saves time and effort in construction and is convenient.

【0026】また建築物としては、上述した建築物1に
限定されるものではない。つまり、ボイド空間部を有し
ており、そのボイド空間部に立体駐車場設備等の収容構
造物を設けるものであれば、ボイド空間部の形態、個数
等はどのようなものでも良いことは言うまでもない。ま
た、建築物本体は集合住宅以外にもオフィスビルなどで
あってもよい。更に収容構造物としては立体駐車場設備
に限らず、トランクルームとして利用されるような倉庫
等のように収納空間を有する構造物等であってもよい。
The building is not limited to the building 1 described above. In other words, it goes without saying that the void space may have any form, number, etc., as long as it has a void space and an accommodation structure such as a multistory parking facility is provided in the void space. No. Further, the building body may be an office building or the like other than the apartment house. Further, the storage structure is not limited to the multi-story parking facilities, but may be a structure having a storage space such as a warehouse used as a trunk room.

【0027】また上述した実施例では、建築物本体は主
体構造が鋼管コンクリートであったが、建築物本体は補
強コンクリート造であればよく、鋼管コンクリート造に
限定されない。例えば、建築物本体は、主体構造が鉄骨
コンクリートである鉄骨コンクリート造や、或いは主体
構造が鉄筋コンクリートである鉄筋コンクリート造であ
ってもよい。
In the above-described embodiment, the main body of the building is made of steel tube concrete. However, the main body of the building may be made of reinforced concrete, and is not limited to steel tube concrete. For example, the building body may be a steel-frame concrete structure whose main structure is steel-frame concrete, or a reinforced concrete structure whose main structure is reinforced concrete.

【0028】[0028]

【発明の効果】以上説明したように本発明のうち第一の
発明は、建築物本体2等の建築物本体と、該建築物本体
に囲まれて上下方向に伸延する空間部分であるボイド空
間部3等のボイド空間部を有し、前記ボイド空間部に、
内部に収容空間5a等の収容空間を有する立体駐車場設
備5、倉庫等の収容構造物を設けた建築物1等の建築物
において、前記建築物本体と前記収容構造物の間にクリ
アランス空間6等のクリアランス空間を設け、前記収容
構造物の上面部5b等の上面部に緩衝部材支持架台11
等の収容構造物側架台を設け、前記収容構造物側架台
に、水平方向に向いた対向面11a等の第1衝突抑制部
を設け、前記建築物本体の前記ボイド空間部側に、反力
架構7等の支持架台を、該ボイド空間部内で、かつ前記
収容構造物の上方に配置して設け、前記支持架台に、前
記第1衝突抑制部に対して水平に対向した形で当接面1
0a等の第2衝突抑制部を設け、前記第1及び第2衝突
抑制部の間に緩衝ゴム12等の緩衝部材を、前記第1及
び第2衝突抑制部の間に隙間空間13等の隙間空間が形
成される形で設置し、前記建築物本体と収容構造物が相
対的に揺れた場合、前記建築物本体と収容構造物とが、
前記第1及び第2衝突抑制部が前記緩衝部材を介して当
該収容構造物の頂部位置でのみ衝突するようにして構成
されるので、建築物が風や地震等の外力を受けて揺れた
場合、建築物本体に対して収容構造物が相対的に揺れる
ようになる。この揺れによって建築物本体に対して収容
構造物が変位し、第1及び第2衝突抑制部の間の距離
が、揺れがなかった状態に比べて、これら第1及び第2
衝突抑制部の間の隙間空間の幅W2分短くなった状態に
なる毎に、収容構造物は建築物本体に対して、これら第
1及び第2衝突抑制部の間において衝突するようにな
る。しかし、これら第1及び第2衝突抑制部の間の衝突
は緩衝部材を介して行われるので、建築物本体と収容構
造物が衝突する際の衝撃は緩衝部材によって緩和され
る。よって、建築物を成す収容構造物と建築物本体とが
衝突して破損することを防止できる。また、第1衝突抑
制部は収容構造物側架台に設けられ、第2衝突抑制部は
支持架台に設けられているので、建築物が不用意に大き
な外力を受けることにより、収容構造物と建築物本体と
が不用意に大きな力で衝突し、第1及び(又は)第2衝
突抑制部が破損するようなことがあっても、収容構造物
側架台及び(又は)支持架台の破損で済み、建築物本体
や収容構造物を直接破損させることを極力避けることが
できるので都合がよい。また、第1衝突抑制部は、収容
構造物の上面部に設けられた収容構造物側架台に設けら
れているので、第1及び第2衝突抑制部の間での衝突、
即ち建築物本体と収容構造物との間での衝突は収容構造
物の頂部位置CTでのみ行われる。収容構造物の建築物
本体に対する、揺れによる変位は、一般的に該収容構造
物の頂部位置CTで最大となることから、本発明では収
容構造物の建築物本体に対する変位が最大となる位置に
おいて建築物本体と収容構造物を衝突させるようにする
ので、その他の位置において建築物本体と収容構造物を
衝突させないようにすること(例えばクリアランス空間
の幅W1等を適切に設定することなど)が容易になり都
合がよい。更に、第1衝突抑制部は収容構造物側架台に
設けられ、第2衝突抑制部は支持架台に設けられている
ので、これら第1及び第2衝突抑制部の間の緩衝部材の
取付け等の作業は収容構造物の上面部側において行え
る。即ち、収容構造物の上面部側は、建築物本体と収容
構造物の間のクリアランス空間などに比べて、比較的広
い作業スペースを確保できるので、前記第1及び第2衝
突抑制部の間の緩衝部材の取付け等の作業は容易にな
る。
As described above, the first aspect of the present invention relates to a building main body such as the building main body 2 and a void space which is a space extending vertically extending and surrounded by the building main body. It has a void space such as the part 3 and the void space is
In a building such as a multistory parking facility 5 having a storage space such as a storage space 5a therein, a building 1 provided with a storage structure such as a warehouse, a clearance space 6 is provided between the building body and the storage structure. And the like, and a buffer member support base 11 is provided on an upper surface such as an upper surface 5b of the housing structure.
And a first collision suppressing portion such as a horizontally facing surface 11a is provided on the housing structure-side mount, and a reaction force is applied to the void space side of the building body. A support frame such as a frame 7 is provided in the void space and above the housing structure, and a contact surface is provided on the support frame so as to be horizontally opposed to the first collision suppression unit. 1
0a etc., a cushioning member such as a cushioning rubber 12 is provided between the first and second collision suppressing portions, and a gap such as a gap space 13 is provided between the first and second collision suppressing portions. The building is installed so that a space is formed.
In the case of swaying oppositely, the building body and the housing structure,
The first and second collision suppressors are in contact with each other via the cushioning member.
Since it is configured to collide only at the top position of the housing structure, when the building shakes due to an external force such as wind or earthquake, the housing structure swings relatively to the building body. become. The housing structure is displaced with respect to the building main body due to the shaking, and the distance between the first and second collision suppressing portions is smaller than the distance between the first and second collision suppressing portions.
Each time the space becomes shorter by the width W2 of the gap space between the collision suppressing portions, the housing structure collides against the building body between the first and second collision suppressing portions. However, since the collision between the first and second collision suppressing portions is performed via the buffer member, the shock at the time of collision between the building body and the housing structure is reduced by the buffer member. Therefore, it is possible to prevent the housing structure constituting the building from being damaged by collision with the building body. In addition, since the first collision suppressor is provided on the housing structure-side pedestal and the second collision suppressor is provided on the support gantry, the building is inadvertently subjected to a large external force, thereby causing the housing structure and the building to be damaged. Even if the first and / or second collision suppressing portions are inadvertently collided with the object main body with a large force, the accommodation structure side frame and / or the support frame may be damaged. This is convenient because it is possible to avoid as much as possible to directly damage the building body or the housing structure. In addition, since the first collision suppression unit is provided on the accommodation structure side pedestal provided on the upper surface of the accommodation structure, a collision between the first and second collision suppression units is provided.
That is, the collision between the building main body and the accommodation structure occurs only at the top position CT of the accommodation structure. Since the displacement of the housing structure with respect to the building body due to shaking is generally maximum at the top position CT of the housing structure, in the present invention, at the position where the displacement of the housing structure with respect to the building body is maximum. Since the building body and the housing structure are caused to collide with each other, it is necessary to prevent the building body and the housing structure from colliding with each other at other positions (for example, appropriately setting the width W1 of the clearance space and the like). It is easy and convenient. Further, since the first collision suppressing portion is provided on the housing structure side pedestal and the second collision suppressing portion is provided on the supporting pedestal, it is necessary to mount a buffer member between the first and second collision suppressing portions. The work can be performed on the upper surface side of the accommodation structure. That is, since a relatively large work space can be secured on the upper surface side of the housing structure, as compared with a clearance space between the building body and the housing structure, a space between the first and second collision suppressing portions is provided. Work such as mounting of the buffer member becomes easy.

【0029】また本発明のうち第二の発明は、第一の発
明による衝突緩和構造において、前記第1及び第2衝突
抑制部は、水平方向に環状に形成されているので、建築
物本体に対して収容構造物が相対的に揺れて、収容構造
物が建築物本体に対して衝突する際、この揺れが水平方
向でどの方向であったとしても、収容構造物と建築物本
体の間の衝突は第1及び第2衝突抑制部の間において行
われる。よって、第一の発明による効果に加えて、収容
構造物が建築物本体に対して、水平方向でどの方向に揺
れた場合にも、収容構造物と建築物本体の間の衝突は第
1及び第2衝突抑制部の間の緩衝部材を介して行われる
ので、建築物を成す収容構造物と建築物本体とが衝突し
て破損することを防止できる。
According to a second aspect of the present invention, in the collision mitigation structure according to the first aspect, the first and second collision suppressing portions are formed in a horizontal annular shape. On the other hand, when the accommodation structure sways relatively, and the accommodation structure collides with the building body, no matter which direction the shaking is in the horizontal direction, the accommodation structure and the building body The collision is performed between the first and second collision suppression units. Therefore, in addition to the effect of the first invention, even when the housing structure swings in any direction in the horizontal direction with respect to the building body, the collision between the housing structure and the building body is the first and the second. Since it is performed via the buffer member between the second collision suppressing portions, it is possible to prevent the housing structure constituting the building and the building main body from colliding and being damaged.

【0030】また本発明のうち第三の発明は、第一の発
明による衝突緩和構造において、前記支持架台と前記収
容構造物側架台の間を、粘弾性部材21等の減衰部材を
有するダンパユニット20等の減衰接続部材を介して接
続したので、建築物が風や地震等の外力を受けて、建築
物本体と収容構造物が相対的に揺れようとする場合、こ
れら建築物本体の支持架台と、収容構造物の収容構造物
側架台が水平方向に相対移動しようとする。しかし、こ
れら支持架台と収容構造物側架台の相対移動しようとす
るエネルギーは減衰接続部材により吸収されるので、結
局、建築物本体と収容構造物が相対的に揺れようとする
エネルギーが減衰される。従って、第一の発明による効
果に加えて、建築物本体と収容構造物が相対的に揺れよ
うとするエネルギーが減衰されることにより、建築物本
体と収容構造物が衝突する際の衝撃も緩和されることか
ら、建築物を成す収容構造物と建築物本体とが衝突して
破損することをさらに一層防止できる。また、建築物本
体と収容構造物との間の相対的な揺れが減衰されて、建
築物の揺れが抑制されるので都合がよい。
According to a third aspect of the present invention, in the collision mitigation structure according to the first aspect, a damper unit having a damping member such as a viscoelastic member 21 is provided between the support base and the housing-side base. When the building is subjected to external force such as wind or earthquake, and the building body and the housing structure are relatively shaken because the building is connected via the damping connection member such as 20, the support base for these building bodies is used. Then, the accommodation structure side gantry of the accommodation structure tries to relatively move in the horizontal direction. However, since the energy for the relative movement between the support gantry and the housing-structure-side gantry is absorbed by the damping connection member, the energy for the building body and the housing structure to swing relatively is eventually attenuated. . Therefore, in addition to the effect of the first invention, the energy when the building body and the housing structure are relatively shaken is attenuated, so that the impact when the building body and the housing structure collide is also reduced. Therefore, it is possible to further prevent the housing structure forming the building and the building body from colliding with each other and being damaged. In addition, the relative swing between the building body and the housing structure is attenuated, and the swing of the building is suppressed, which is convenient.

【0031】また本発明のうち第四の発明は、第一の発
明による衝突緩和構造において、前記建築物本体と前記
収容構造物の剛性が互いに異なっているので、建築物本
体と収容構造物との間の固有振動数等が異なる。従っ
て、これら建築物本体と収容構造物とが相対的に揺れ
て、緩衝部材を介して互いに衝突することにより、これ
ら建築物本体と収容構造物との間の相対的な揺れが効果
的に減衰されるようになる。よって、第一の発明による
効果に加えて、建築物本体と収容構造物の間の相対的な
揺れが効果的に減衰されて、建築物の揺れが抑制される
ので都合がよい。
In a fourth aspect of the present invention, in the collision mitigation structure according to the first aspect, the rigidity of the building body and that of the housing structure are different from each other. Are different in the natural frequency and the like. Accordingly, the building body and the housing structure are relatively shaken and collide with each other via the buffer member, so that the relative shaking between the building body and the housing structure is effectively attenuated. Will be done. Therefore, in addition to the effect of the first invention, the relative sway between the building main body and the housing structure is effectively attenuated, and the sway of the building is advantageously suppressed.

【0032】また本発明のうち第五の発明は、第四の発
明による衝突緩和構造において、前記建築物本体は鋼管
コンクリート造、鉄骨コンクリート造、鉄筋コンクリー
ト造等の補強コンクリート造であり、前記収容構造物は
鉄骨造であるので、建築物本体と収容構造物との間の固
有振動数等が異なり、第四の発明と同様の効果を生む。
また、建築物本体側を比較的揺れの小さい補強コンクリ
ート造で構成することにより、建築物本体側の居住環境
を向上させているため、該建築物本体は、集合住宅やそ
の他様々な用途に使用できるようになり都合がよい。
According to a fifth aspect of the present invention, in the collision mitigation structure according to the fourth aspect, the building body is a reinforced concrete structure such as a steel tube concrete structure, a steel frame concrete structure, a reinforced concrete structure, and the storage structure. Since the object is made of steel, the natural frequency and the like between the building body and the housing structure are different, and the same effect as in the fourth invention is produced.
In addition, since the building body side is made of a reinforced concrete structure with relatively small shaking to improve the living environment of the building body side, the building body is used for an apartment house and various other uses. It can be convenient.

【0033】また本発明のうち第六の発明は、第一の発
明による衝突緩和構造において、前記建築物本体と前記
収容構造物との間のクリアランス空間の幅W1等の幅
は、前記第1及び第2衝突抑制部の間の隙間空間の幅W
2等の幅より大きいので、建築物本体に対して収容構造
物が相対的に揺れて、第1及び第2衝突抑制部の間の距
離が、揺れがなかった状態に比べて隙間空間の幅W2等
の幅分短くなった状態になる毎に、従って建築物本体と
収容構造物との間の距離が、揺れがなかった状態に比べ
てクリアランス空間の幅W1等の幅分まで短くなる前
に、収容構造物は建築物本体に対して、これら第1及び
第2衝突抑制部の間において衝突するようになる。従っ
て、建築物本体と収容構造物との衝突は、第1及び第2
衝突抑制部の間の緩衝部材を介した衝突以外の形では行
われないので、建築物を成す収容構造物と建築物本体と
が衝突して破損することを防止できる。
According to a sixth aspect of the present invention, in the collision mitigation structure according to the first aspect, a width such as a width W1 of a clearance space between the building body and the housing structure is equal to the first width. And the width W of the gap space between the second collision suppressing part and the second collision suppressing part
Since the width of the accommodation structure is relatively large with respect to the building main body, the distance between the first and second collision suppressing portions is larger than the width of the gap space, as compared with the state where there is no vibration. Each time the state becomes shorter by the width of W2 or the like, and therefore, the distance between the building body and the housing structure is reduced to the width of the clearance space W1 or the like as compared with the state where there is no shaking. In addition, the housing structure collides against the building body between the first and second collision suppressing portions. Therefore, the collision between the building body and the accommodation structure is caused by the first and second collisions.
Since it is not performed in a form other than the collision via the cushioning member between the collision suppressing portions, it is possible to prevent the housing structure constituting the building and the building main body from colliding and being damaged.

【0034】また本発明のうち第七の発明は、第一の発
明による衝突緩和構造において、前記建築物本体は集合
住宅であり、前記収容構造物は立体駐車場設備であるの
で、第一の発明による効果に加えて、立体駐車場設備内
で生じる振動や騒音が、建築物本体と収容構造物の間の
クリアランス空間及び、第1及び第2衝突抑制部の間の
隙間空間によって、建築物本体側に伝達されず、よって
建築物本体側の居住環境を損なうことがないので都合が
よい。
According to a seventh aspect of the present invention, in the collision mitigation structure according to the first aspect, the building body is an apartment house and the housing structure is a multi-story parking facility. In addition to the effects of the present invention, the vibration and noise generated in the multi-story parking facilities are caused by the clearance space between the building main body and the housing structure and the clearance space between the first and second collision suppressing parts. This is convenient because it is not transmitted to the main body side and does not impair the living environment of the building main body side.

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

【図1】図1は、本発明による衝突緩和構造の一例を示
す側断面図である。
FIG. 1 is a side sectional view showing an example of a collision mitigation structure according to the present invention.

【図2】図2は、図1に示した衝突緩和構造のうち緩衝
部材付近を示した図である。
FIG. 2 is a view showing the vicinity of a buffer member in the collision mitigation structure shown in FIG. 1;

【図3】図3は、図1に示した衝突緩和構造が適用され
た建築物を示した側断面図である。
FIG. 3 is a side sectional view showing a building to which the collision mitigation structure shown in FIG. 1 is applied.

【図4】図4は、図1のX1−Y1線断面図である。FIG. 4 is a sectional view taken along line X1-Y1 of FIG. 1;

【図5】図5は、図1のX2−Y2線断面図である。FIG. 5 is a sectional view taken along line X2-Y2 in FIG. 1;

【図6】図6は、本発明による衝突緩和構造の別の一例
を示す側断面図である。
FIG. 6 is a side sectional view showing another example of the collision mitigation structure according to the present invention.

【符号の説明】[Explanation of symbols]

1……建築物 2……建築物本体 3……ボイド空間部 5……収容構造物(立体駐車場設備) 5a……収容空間 5b……上面部 6……クリアランス空間 7……支持架台(反力架構) 10a……第2衝突抑制部(当接面) 11……収容構造物側架台(緩衝部材支持架台) 11a……第1衝突抑制部(対向面) 12……緩衝部材(緩衝ゴム) 13……隙間空間 20……減衰接続部材(ダンパユニット) 21……減衰部材(粘弾性部材) W1……幅 W2……幅 DESCRIPTION OF SYMBOLS 1 ... building 2 ... building main body 3 ... void space part 5 ... accommodation structure (multilevel parking facility) 5a ... accommodation space 5b ... top surface part 6 ... clearance space 7 ... support base ( Reaction force frame) 10a Second collision suppressor (contact surface) 11 Housing-side mount (buffer support frame) 11a First collision suppressor (opposing surface) 12 Buffer member (buffer) Rubber) 13 gap space 20 damping connection member (damper unit) 21 damping member (viscoelastic member) W1 width W2 width

フロントページの続き (56)参考文献 特開 平6−272406(JP,A) 特開 平3−183839(JP,A) 特開 平3−233082(JP,A) (58)調査した分野(Int.Cl.6,DB名) E04H 9/02 Continuation of front page (56) References JP-A-6-272406 (JP, A) JP-A-3-183839 (JP, A) JP-A-3-233082 (JP, A) (58) Fields investigated (Int .Cl. 6 , DB name) E04H 9/02

Claims (7)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】建築物本体と、該建築物本体に囲まれて上
下方向に伸延する空間部分であるボイド空間部を有し、
前記ボイド空間部に、内部に収容空間を有する収容構造
物を設けた建築物において、 前記建築物本体と前記収容構造物の間にクリアランス空
間を設け、 前記収容構造物の上面部に収容構造物側架台を設け、 前記収容構造物側架台に、水平方向に向いた第1衝突抑
制部を設け、 前記建築物本体の前記ボイド空間部側に、支持架台を、
該ボイド空間部内で、かつ前記収容構造物の上方に配置
して設け、 前記支持架台に、前記第1衝突抑制部に対して水平に対
向した形で第2衝突抑制部を設け、 前記第1及び第2衝突抑制部の間に緩衝部材を、前記第
1及び第2衝突抑制部の間に隙間空間が形成される形で
設置し、前記建築物本体と収容構造物が相対的に揺れた場合、前
記建築物本体と収容構造物とが、前記第1及び第2衝突
抑制部が前記緩衝部材を介して当該収容構造物の頂部位
置でのみ衝突するようにして 構成した衝突緩和構造。
1. A building having a building main body and a void space which is a space extending vertically in a space surrounded by the building main body,
In a building in which a housing structure having a housing space is provided in the void space, a clearance space is provided between the building body and the housing structure, and a housing structure is provided on an upper surface of the housing structure. Providing a side mount, providing a first collision suppression portion oriented horizontally in the accommodation structure side mount, a support mount on the void space side of the building body,
A second collision suppression unit provided in the void space and above the housing structure, and a second collision suppression unit is provided on the support base so as to be horizontally opposed to the first collision suppression unit; And a cushioning member is installed between the first and second collision suppressing portions so that a gap space is formed between the first and second collision suppressing portions, and the building body and the housing structure relatively shake. If before
The first and second collisions occur between the main body of the building and the accommodation structure.
The suppressing portion is located at the top of the housing structure via the buffer member.
Collision mitigation structure that is configured to collide only with the device .
【請求項2】前記第1及び第2衝突抑制部は、水平方向
に環状に形成されていることを特徴とする請求項1記載
の衝突緩和構造。
2. The collision mitigation structure according to claim 1, wherein said first and second collision suppressing portions are formed in a horizontal annular shape.
【請求項3】前記支持架台と前記収容構造物側架台の間
を、減衰部材を有する減衰接続部材を介して接続したこ
とを特徴とする請求項1記載の衝突緩和構造。
3. The collision mitigation structure according to claim 1, wherein the support gantry and the housing-structure-side gantry are connected via a damping connection member having a damping member.
【請求項4】前記建築物本体と前記収容構造物の剛性が
互いに異なっていることを特徴とする請求項1記載の衝
突緩和構造。
4. The collision mitigation structure according to claim 1, wherein the rigidity of the building body and the rigidity of the housing structure are different from each other.
【請求項5】前記建築物本体は補強コンクリート造であ
り、前記収容構造物は鉄骨造であることを特徴とする請
求項4記載の衝突緩和構造。
5. The collision mitigation structure according to claim 4, wherein said building body is made of reinforced concrete and said housing structure is made of steel.
【請求項6】前記建築物本体と前記収容構造物との間の
クリアランス空間の幅は、前記第1及び第2衝突抑制部
の間の隙間空間の幅より大きいことを特徴とする請求項
1記載の衝突緩和構造。
6. A width of a clearance space between the building body and the housing structure is larger than a width of a clearance space between the first and second collision suppressing portions. The described collision mitigation structure.
【請求項7】前記建築物本体は集合住宅であり、前記収
容構造物は立体駐車場設備であることを特徴とする請求
項1記載の衝突緩和構造。
7. The collision mitigation structure according to claim 1, wherein the building body is an apartment house, and the accommodation structure is a multi-story parking facility.
JP7199105A 1995-07-12 1995-07-12 Collision mitigation structure Expired - Fee Related JP2972986B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7199105A JP2972986B2 (en) 1995-07-12 1995-07-12 Collision mitigation structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7199105A JP2972986B2 (en) 1995-07-12 1995-07-12 Collision mitigation structure

Publications (2)

Publication Number Publication Date
JPH0925736A JPH0925736A (en) 1997-01-28
JP2972986B2 true JP2972986B2 (en) 1999-11-08

Family

ID=16402213

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7199105A Expired - Fee Related JP2972986B2 (en) 1995-07-12 1995-07-12 Collision mitigation structure

Country Status (1)

Country Link
JP (1) JP2972986B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4801293B2 (en) * 2001-08-20 2011-10-26 大成建設株式会社 Building
JP4674718B2 (en) * 2005-10-11 2011-04-20 清水建設株式会社 Connection structure of adjacent buildings
JP5076709B2 (en) * 2007-06-12 2012-11-21 株式会社大林組 Seismic control building, control method
JP5697872B2 (en) * 2010-01-05 2015-04-08 株式会社竹中工務店 Movement amount control device, structure
CN102628859B (en) * 2012-04-01 2015-04-29 中交上海三航科学研究院有限公司 Loading frame for simulating soil pressure in laboratory

Also Published As

Publication number Publication date
JPH0925736A (en) 1997-01-28

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