Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP3393104B2 - External panels installed between seismic isolation structures and non-seismic isolation structures - Google Patents
[go: Go Back, main page]

JP3393104B2 - External panels installed between seismic isolation structures and non-seismic isolation structures - Google Patents

External panels installed between seismic isolation structures and non-seismic isolation structures

Info

Publication number
JP3393104B2
JP3393104B2 JP2000045741A JP2000045741A JP3393104B2 JP 3393104 B2 JP3393104 B2 JP 3393104B2 JP 2000045741 A JP2000045741 A JP 2000045741A JP 2000045741 A JP2000045741 A JP 2000045741A JP 3393104 B2 JP3393104 B2 JP 3393104B2
Authority
JP
Japan
Prior art keywords
panel
seismic isolation
seismic
isolation structure
isolated
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
JP2000045741A
Other languages
Japanese (ja)
Other versions
JP2001234594A (en
Inventor
昭博 朝日
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 JP2000045741A priority Critical patent/JP3393104B2/en
Publication of JP2001234594A publication Critical patent/JP2001234594A/en
Application granted granted Critical
Publication of JP3393104B2 publication Critical patent/JP3393104B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Building Environments (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、免震構造物と非免
震構造物との間に配設する塞ぎ用の外部パネルに関する
ものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a closing external panel arranged between a seismic isolated structure and a non-seismic isolated structure.

【0002】[0002]

【従来の技術】免震建物などの免震構造物と、この免震
建物の外周に構築される非免震構造物である外周塀は、
別個の構造物として個別に構築され、両者間の間隔が大
きい場合は個別の構造物として両者間に取合いは発生し
ない。
2. Description of the Related Art A base-isolated structure such as a base-isolated building and a perimeter fence that is a non-seismically isolated structure built around the base-isolated building are
If they are constructed separately as separate structures and the distance between them is large, no connection will occur between them as separate structures.

【0003】しかしながら、狭い敷地などに免震構造物
が構築された場合は、この免震構造物と敷地周辺に構築
される外周塀との間隔が狭くなり、免震構造物と非免震
構造物である塀との間に取合いが発生することがある。
この場合、従来は例えば、免震構造物と塀との間に蛇腹
状のパネルを取り付けて、該蛇腹状のパネルの伸縮によ
り、地震発生時に変化する免震構造物と非免震構造との
間の間隔に対応し、免震構造物の免震機能が損なわれな
いようにしている。
However, when a seismic isolation structure is constructed on a narrow site, the space between the seismic isolation structure and the outer fence around the site becomes narrow, and seismic isolation structure and non-seismic isolation structure are constructed. There may be a conflict with the fence that is the object.
In this case, conventionally, for example, a bellows-like panel is attached between the seismic isolation structure and the wall, and the expansion and contraction of the bellows-like panel allows the seismic isolation structure and the non-seismic isolation structure to change when an earthquake occurs. Corresponding to the interval between them, the seismic isolation function of the seismic isolation structure is not impaired.

【0004】また、このパネルの一端を塀または免震建
物に着脱自在に取り付けて、平常時は、パネルを手で開
閉することで塀と免震建物との間を通り抜けるようにし
ている。
Further, one end of this panel is detachably attached to a fence or a seismic isolated building, and in normal times, the panel is manually opened and closed so that it can pass between the fence and the seismic isolated building.

【0005】[0005]

【発明が解決しようとする課題】しかしながら前記蛇腹
状のパネルでは、これを開閉するときに蛇腹のヒダの間
に指を挟みやすく、使い勝手のよいものではない。ま
た、強風時には、蛇腹がガタガタと音をたて、騒音発生
の原因となり、近隣の迷惑ともなる。さらに、形状が蛇
腹状に限定されるため、デザイン上の発展に乏しく、建
物や塀の外観などにマッチさせることが困難なこともあ
り、見栄えもよくない。
However, the bellows-shaped panel is not convenient because it is easy to pinch a finger between the bellows when the panel is opened and closed. In addition, when a strong wind blows, the bellows rattle and cause noise, which causes annoyance in the neighborhood. Further, since the shape is limited to a bellows shape, the development of the design is poor, and it may be difficult to match the appearance of a building or a fence, and the appearance is not good.

【0006】本発明の目的は前記従来例の不都合を解消
し、免震建物などの免震構造物と塀などの非免震構造物
との間をパネルで塞ぐ場合に、開閉の操作がしやすく安
全で、強風時にも騒音の発生するおそれがなく近隣へ迷
惑を及ぼすことを防止でき、デザイン上の自由度も大き
く、設置状況に対応させることのできる免震構造物に付
設する外部パネルを提供することにある。
The object of the present invention is to eliminate the disadvantages of the conventional example, and to open and close when a panel is installed between a base-isolated structure such as a base-isolated building and a non-base-isolated structure such as a fence. Easy and safe, there is no risk of noise even in strong winds, it can prevent annoying neighbors, there is a large degree of freedom in design, and an external panel attached to a seismic isolation structure that can respond to the installation situation To provide.

【0007】[0007]

【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、免震構造物と、非免震構造物との間
に設ける外部パネルを、互いに接する突き合わせ端部が
中折れになるように内側に結合する蝶番で回動自在に結
合した第1のパネルと第2のパネルとで構成し、第1の
パネルの基端部を免震構造物に蝶番で回動自在に取り付
け、第2のパネルの基端部を非免震構造物に蝶番で回動
自在に取り付け、第1のパネルまたは第2のパネルは、
もしくは、第1のパネルおよび第2のパネルは、外パネ
ルと、この外パネル内にスライド自在に組み合わせた内
パネルとで幅を免震構造物と非免震構造物の間隔方向に
可変に構成したことを要旨とするものである。
In order to achieve the above-mentioned object, the present invention firstly comprises an external panel provided between a base-isolated structure and a non-seismic-isolated structure, in which the abutting ends that contact each other are
It is composed of a first panel and a second panel that are rotatably connected by a hinge that is connected to the inside so as to be folded in the middle, and the base end of the first panel is hinged to a seismic isolation structure. Freely attached, the base end of the second panel is attached to the non-seismic isolation structure by a hinge so that the first panel or the second panel is
Alternatively, the first panel and the second panel are the outer panels.
And a slidable combination inside this outer panel
The gist is that the width of the panel is variable in the interval direction between the base-isolated structure and the non-seismic isolated structure.

【0008】第2に、免震構造物と、非免震構造物との
間に設ける外部パネルを、互いに接する突き合わせ端部
が中折れになるように内側に結合する蝶番で回動自在に
結合した第1のパネルと第2のパネルとで構成し、第1
のパネルの基端部を免震構造物に蝶番で回動自在に取り
付け、第2のパネルの基端部を、該第2のパネルに取り
付けたドアノブなどの操作手段により動作するデッドボ
ルトで非免震構造物の上下からパネルの側に突出したボ
ルト受けに着脱自在に結合し、第1のパネルまたは第2
のパネルは、もしくは、第1のパネルおよび第2のパネ
ルは、外パネルと、この外パネル内にスライド自在に組
み合わせた内パネルとで幅を免震構造物と非免震構造物
の間隔方向に可変に構成したことを要旨とするものであ
る。
Secondly, the outer panels provided between the seismic isolation structure and the non-seismic isolation structure are abutted end portions which contact each other.
Is composed of a first panel and a second panel that are rotatably coupled with a hinge that is coupled to the inside so as to be bent in the middle .
The base end of the panel is attached to the seismic isolation structure by a hinge so that the base end of the second panel can be attached to the second panel .
A dead-bore that operates by operating means such as a door knob attached
Bolts protruding from the top and bottom of the non-seismic isolation structure to the panel side.
Removably coupled to the receiving belt, the first panel or the second
Or the first panel and the second panel.
The outer panel and the outer panel can be slidably assembled.
The gist is that the width of the seismic isolated structure and the non-seismic isolated structure can be varied by the inner panel combined .

【0009】請求項1記載の本発明によれば、免震構造
物と非免震構造物との間の隙間を塞ぐ外部パネルを板状
に形成することで、デザイン上の自由度を大きくできる
ので設置条件に対応する外部パネルを得ることができ
る。また、強風を受けてもガタガタと騒音を発すること
も少なく、近隣に及ぼす迷惑を低減できる。
According to the first aspect of the present invention, the degree of freedom in design can be increased by forming the external panel that closes the gap between the base-isolated structure and the non-base-isolated structure into a plate shape. Therefore, an external panel corresponding to the installation conditions can be obtained. Further, even if a strong wind is received, there is little rattling noise, and annoyance to the neighborhood can be reduced.

【0010】そして、地震発生により、免震構造物と非
免震構造物との間の距離が変化し、免震構造物と非免震
構造物とが近づくと、第1のパネルまたは第2のパネル
の幅が収縮する。免震構造物と非免震構造物とが離れる
と、第1のパネルまたは第2のパネルの幅が伸長する。
このようにして第1のパネルまたは第2のパネルが免震
構造物と非免震構造物の間隔方向に伸縮することによ
り、免震構造物と非免震構造物との間の距離の変化に対
応する。または、地震発生により、免震構造物と非免震
構造物との間の距離が変化し、免震構造物と非免震構造
物とが近づくと、第1のパネルと第2のパネルとの幅が
収縮し、さらに、突き合わせ端部が折れ曲がり、パネル
全体がくの字形になる。また、免震構造物と非免震構造
物とが離れると、第1のパネルおよび第2のパネルの幅
が伸長し、第1のパネルと第2のパネルの横幅方向の全
体長が伸長する。このようにしてパネルの横幅方向の長
さ全体が伸縮することにより、免震構造物と非免震構造
物との間の距離の変化に対応する。
When an earthquake occurs, the distance between the base-isolated structure and the non-seismic isolated structure changes, and when the seismic-isolated structure and the non-seismic isolated structure come close to each other, the first panel or the second panel Panel width shrinks. When the seismic isolation structure and the non-seismic isolation structure are separated, the width of the first panel or the second panel is expanded.
In this way, the first panel or the second panel expands and contracts in the space direction between the seismic isolation structure and the non-seismic isolation structure, thereby changing the distance between the seismic isolation structure and the non-seismic isolation structure. Corresponding to. Alternatively, when an earthquake occurs, the distance between the base-isolated structure and the non-seismic-isolated structure changes, and when the seismic-isolated structure and the non-seismic-isolated structure come close to each other, the first panel and the second panel are separated from each other. The width of the panel shrinks, and the butt ends bend, and the entire panel becomes a dogleg. Further, when the seismic isolated structure and the non-seismic isolated structure are separated, the widths of the first panel and the second panel are expanded, and the overall lengths of the first panel and the second panel in the lateral width direction are expanded. . In this way, the entire length of the panel in the widthwise direction expands and contracts, thereby responding to changes in the distance between the base-isolated structure and the non-seismic isolated structure.

【0011】請求項2記載の本発明によれば、前記作用
に加えて、ドアノブを回動することでデッドボルトと非
免震構造物との係止を解除し、第2のパネルを非免震構
造物に対してフリーの状態として、第2のパネルを第1
のパネルに対して突き合わせ部の蝶番の箇所で回動すれ
ば、第2のパネルを隙間内で開閉することができ、該第
2のパネルを出入用のくぐり戸や裏木戸として使用する
ことができる。
According to the present invention of claim 2, the above-mentioned operation
In addition to rotating the door knob,
Unlock the seismic isolation structure and attach the second panel to the seismic isolation structure.
The second panel is set to the first
Rotate at the hinge part of the butted part against the panel of
If the second panel can be opened and closed in the gap,
Use the 2nd panel as an entrance / exit door or backdoor
be able to.

【0012】[0012]

【発明の実施の形態】以下、図面について本発明の実施
の形態を詳細に説明する。図1は本発明の免震構造物に
付設する外部パネルの第1実施形態を示す正面図、図2
は同上横断平面図で、図中1は免震建物などの免震構造
物、2はこの免震構造物1の周囲に構築した塀などの非
免震構造物を示し、免震構造物1と非免震構造物2との
間には狭い隙間3が形成されている。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described in detail below with reference to the drawings. 1 is a front view showing a first embodiment of an external panel attached to the seismic isolation structure of the present invention, FIG.
Is a cross-sectional plan view of the same as above. In the figure, 1 is a seismic isolated structure such as a seismic isolated building, 2 is a non-seismic isolated structure such as a fence constructed around the seismic isolated structure 1, and seismic isolated structure 1 A narrow gap 3 is formed between the and the seismic isolation structure 2.

【0013】本発明の外部パネルは、免震構造物1と非
免震構造物2に結合してこの隙間3を閉塞する断面ボッ
クス形の板状のパネル4であり、免震構造物1の外壁な
どの外側の適宜箇所(図示の例では上下方向に3か所)
に蝶番7で回動自在に結合した第1のパネル5と、非免
震構造物2の端部の適宜箇所に同じく蝶番7で回動自在
に結合した第2のパネル6とで構成し、この第1のパネ
ル5と第2のパネル6とは横幅の長さを前記隙間3の約
2分の1に形成して、隙間3の中央に位置する突き合わ
せ端部を蝶番7で回動自在に結合する。
The external panel of the present invention is a plate-shaped panel 4 having a box-shaped cross section which is connected to the seismic isolation structure 1 and the non-seismic isolation structure 2 to close the gap 3. Appropriate locations on the outside of the outer wall (three locations vertically in the example shown)
A first panel 5 that is rotatably coupled with a hinge 7, and a second panel 6 that is also rotatably coupled with a hinge 7 at an appropriate location on the end of the non-seismic isolation structure 2. The first panel 5 and the second panel 6 are formed so that the width thereof is about one half of the gap 3, and the butted end located at the center of the gap 3 is rotatable by a hinge 7. Bind to.

【0014】この蝶番7による結合箇所は、第1のパネ
ル5と第2のパネル6との突き合わせ端部が中折れにな
るように該第1のパネル5と第2のパネル6の内側を蝶
番7で結合した場合は、該第1のパネル5と第2のパネ
ル6の免震構造物1と非免震構造物2とのそれぞれの結
合箇所は、突き合わせ端部とは反対側の外側箇所で蝶番
7で結合し、第1のパネル5と第2のパネル6とがくの
字形に折曲がるように構成した。
The connecting portion by the hinge 7 is hinged on the insides of the first panel 5 and the second panel 6 so that the abutting ends of the first panel 5 and the second panel 6 are bent in the middle. In the case where the first panel 5 and the second panel 6 are coupled to each other, the seismic isolation structure 1 and the non-seismic isolation structure 2 are coupled to each other on the outer side opposite to the butt ends. The first panel 5 and the second panel 6 are joined to each other by a hinge 7 so that they are bent into a dogleg shape.

【0015】そして、第1のパネル5は、さらに外パネ
ル8と、この外パネル8内にスライド自在に組み合わせ
た内パネル9とで構成し、外パネル8が第2のパネル6
との突き合わせ端部に結合され、内パネル9が免震構造
物1の外側に結合される。
The first panel 5 further comprises an outer panel 8 and an inner panel 9 slidably combined with the outer panel 8, and the outer panel 8 is the second panel 6.
And the inner panel 9 is connected to the outside of the seismic isolation structure 1.

【0016】内パネル9の横幅は、外パネル8の横幅よ
りも僅かに短く形成し、平常状態では内パネル9の免震
構造物1側の端部が外パネル8から僅かに突出するよう
に組合わさり、外パネル8内で非免震構造物2の側に形
成された空間10に、内パネル9を外パネル8側に引っ張
るように付設した繰り出し引き込み部材としてのスプリ
ング11を弾装し、該スプリング11の一端を外パネル8の
中側の非免震構造物2の側に固定し、他端を内パネル9
の外側の非免震構造物2の側に固定した。
The lateral width of the inner panel 9 is made slightly smaller than the lateral width of the outer panel 8 so that the end of the inner panel 9 on the seismic isolation structure 1 side slightly projects from the outer panel 8 in a normal state. In combination, in the space 10 formed on the side of the non-seismic isolation structure 2 in the outer panel 8, a spring 11 as a feeding / pulling member attached so as to pull the inner panel 9 toward the outer panel 8 is mounted. One end of the spring 11 is fixed to the inside of the outer panel 8 on the side of the seismic isolation structure 2, and the other end is fixed to the inner panel 9
It was fixed to the side of non-seismic isolation structure 2 on the outside.

【0017】なお、繰り出し引き込み部材は図示のよう
なスプリングに限定されるものではなく、ゼンマイや、
引出し巻き取り自在にワイヤーなどの巻き取りタイプの
装置を使用することも可能である。この繰り出し引き込
み部材も、前記蝶番7の取付箇所に対応させて上下方向
に3か所設けた。
The feeding / pulling-in member is not limited to the spring as shown in the drawing, but may be a spring or a spring.
It is also possible to use a winding type device such as a wire so that the drawer can be freely wound. The pay-out / pull-in members are also provided at three positions in the vertical direction corresponding to the mounting positions of the hinges 7.

【0018】次に動作について説明する。平常時は図2
に示すように第1のパネル5と第2のパネル6とは平面
一直線線上にあり、全体として1枚の平板状のパネル4
が形成され、このパネル4で免震構造物1と非免震構造
物2との間の隙間3が塞がれている。そして、第1のパ
ネル5については、内パネル9はスプリング11で引っ張
られた状態で外パネル8の内部にその殆どが収容された
状態で組合わさっている。
Next, the operation will be described. Figure 2 in normal times
As shown in FIG. 1, the first panel 5 and the second panel 6 are on a straight line in a plane, and one flat plate-like panel 4 as a whole.
Is formed, and the panel 3 closes the gap 3 between the seismic isolated structure 1 and the non-seismic isolated structure 2. As for the first panel 5, the inner panel 9 is pulled by the spring 11 and most of the inner panel 9 is accommodated inside the outer panel 8 to be assembled.

【0019】地震が発生し、免震構造物1と非免震構造
物2との隙間3の幅が変動し、図3に示すように免震構
造物1が非免震構造物2の方向に近づくと、第1のパネ
ル5と第2のパネル6とが両側から押されるため、その
突き合わせ端部が蝶番7を介して回動するとともに、各
パネル5,6の免震構造物1と非免震構造物2とのそれ
ぞれの結合部も蝶番7を介して回動し、パネル4の全体
がくの字形に折曲がる。これにより、パネル4の全体の
横方向の幅が小さくなり、狭くなった幅の隙間3に対応
する。
When an earthquake occurs, the width of the gap 3 between the base-isolated structure 1 and the non-seismic isolation structure 2 changes, and as shown in FIG. As the first panel 5 and the second panel 6 are pushed from both sides, the abutting ends of the first panel 5 and the second panel 6 rotate via the hinges 7 and the seismic isolation structure 1 of each panel 5, 6 Each joint with the non-seismic isolation structure 2 also rotates via the hinge 7, and the entire panel 4 is bent into a dogleg shape. As a result, the width of the entire panel 4 in the horizontal direction is reduced, and the gap 3 having a reduced width is accommodated.

【0020】図4に示すように免震構造物1と非免震構
造物2との隙間3の幅がさらに狭くなると、第1のパネ
ル5と第2のパネル6との突き合わせ端部の折曲がりの
角度がさらに大きくなるとともに、第1のパネル5につ
いて、内パネル9が免震構造物1からの押圧力により押
されて、スプリング11の弾力に抗して外パネル8の内部
に入り込み、第1のパネル5自体の全体の横幅も小さく
なる。これにより、パネル4の全体の横方向の幅が前記
図3の場合よりもさらに小さくなり、狭くなった幅の隙
間3に対応する。
As shown in FIG. 4, when the width of the gap 3 between the base-isolated structure 1 and the non-base-isolated structure 2 becomes narrower, the butt ends of the first panel 5 and the second panel 6 are folded. As the bending angle further increases, the inner panel 9 of the first panel 5 is pushed by the pressing force from the seismic isolation structure 1 and enters the outer panel 8 against the elasticity of the spring 11. The overall width of the first panel 5 itself is also reduced. As a result, the width of the entire panel 4 in the lateral direction becomes smaller than that in the case of FIG. 3 and corresponds to the gap 3 having the narrowed width.

【0021】これとは反対に免震構造物1と非免震構造
物2との隙間3の幅が大きくなった場合は、図5に示す
ように、免震構造物1のパネル4とは反対方向への移動
により第1のパネル5の、内パネル9が免震構造物1の
移動に追随してスプリング11の弾力に抗して免震構造物
1の方向に引っ張られる。よって、内パネル9が外パネ
ル8の外方に引き出され、第1のパネル5の横幅の全体
の長さが外パネル8と内パネル9との合計になって全体
長が伸長し大きくなる。これにより、広くなった隙間3
に対応する。
On the contrary, when the width of the gap 3 between the base-isolated structure 1 and the non-base-isolated structure 2 becomes large, as shown in FIG. By the movement in the opposite direction, the inner panel 9 of the first panel 5 follows the movement of the seismic isolation structure 1 and is pulled in the direction of the seismic isolation structure 1 against the elasticity of the spring 11. Therefore, the inner panel 9 is pulled out to the outside of the outer panel 8, and the entire lateral width of the first panel 5 becomes the total of the outer panel 8 and the inner panel 9, so that the entire length is extended and increased. Due to this, the widened gap 3
Corresponding to.

【0022】地震がおさまり平常状態に戻ると、内パネ
ル9はスプリング11の弾力により外パネル8の内方に引
き戻されるから、外パネル8内の所定位置に復位して、
パネル4の全体が一枚物の状態に戻り、隙間3を閉塞す
る。
When the earthquake subsides and returns to a normal state, the inner panel 9 is pulled back inward of the outer panel 8 by the elasticity of the spring 11, so that the inner panel 9 is returned to a predetermined position in the outer panel 8,
The entire panel 4 returns to the state of one piece, and the gap 3 is closed.

【0023】図6は第2実施形態を示し、第2のパネル
6を蝶番7で非免震構造物2に結合させずに、第2のパ
ネル6の基端部を、該第2のパネル6に取り付けたドア
ノブ13などの操作手段により動作するデッドボルト12
a,12bで非免震構造物2の上下からパネル4の側に突
出したボルト受け2a,2bに着脱自在に結合した。
FIG. 6 shows a second embodiment in which the proximal end portion of the second panel 6 is fixed to the second panel 6 without connecting the second panel 6 to the seismic isolation structure 2 by the hinge 7. Dead bolt 12 which is operated by operating means such as door knob 13 attached to 6
a and 12b are detachably coupled to the bolt receivers 2a and 2b projecting from the upper and lower sides of the non-seismic isolation structure 2 toward the panel 4 side.

【0024】地震発生時に第1のパネル5と第2のパネ
ル6との突き合わせ端部が回動するとともに、第1のパ
ネル5の基端部が蝶番7により免震構造物1に対して回
動し、また、第2のパネル6の基端部がデッドボルト12
a,12bの箇所を軸にして回動することで、パネル4の
全体がくの字形に折曲がる動作、および、第1のパネル
の内パネル9が外パネル8から引き出されて第1のパネ
ル5の横幅が伸長する動作は第1実施形態と同様であ
る。
When an earthquake occurs, the abutting ends of the first panel 5 and the second panel 6 rotate, and the base end of the first panel 5 rotates with respect to the seismic isolation structure 1 by the hinge 7. And the base end of the second panel 6 has a dead bolt 12
By rotating about the positions of a and 12b, the whole panel 4 is bent in a dogleg shape, and the inner panel 9 of the first panel is pulled out from the outer panel 8 and the first panel 5 is pulled out. The operation of extending the horizontal width of is similar to that of the first embodiment.

【0025】第2実施形態では前記作用に加えて、ドア
ノブ13を回動することでデッドボルト12a,12bと非免
震構造物2との係止を解除し、第2のパネル6を非免震
構造物2に対してフリーの状態として、第2のパネル6
を第1のパネル5に対して突き合わせ部の蝶番7の箇所
で回動すれば、第2のパネル6を隙間3内で開閉するこ
とができ、該第2のパネル6を出入用のくぐり戸や裏木
戸として使用することができる。
In the second embodiment, in addition to the above action, the door knob 13 is rotated to release the engagement between the dead bolts 12a and 12b and the seismic isolation structure 2 and to disengage the second panel 6. The second panel 6 is set as a free state for the seismic structure 2.
The second panel 6 can be opened and closed in the gap 3 by rotating the first panel 5 at the hinge 7 of the abutting portion, and the second panel 6 can be moved in and out. It can be used as a back door.

【0026】パネル4の材質としては、ステンレス、ア
ルミニウム、スチールなど種々のものが考えられ、設置
条件に合致するものを適宜選択すればよい。
Various materials such as stainless steel, aluminum, and steel can be considered as the material of the panel 4, and a material that meets the installation conditions may be appropriately selected.

【0027】[0027]

【発明の効果】以上述べたように本発明の免震構造物に
付設する外部パネルは、免震建物などの免震構造物と塀
などの非免震構造物との間をパネルで塞ぐ場合に、パネ
ルを板状に形成したから開閉の操作がしやすく安全で、
強風時にも騒音の発生するおそれがなく近隣へ迷惑を及
ぼすことを防止でき、デザイン上の自由度も大きく、設
置状況に対応させることのできるものである。
As described above, the external panel attached to the seismic isolation structure of the present invention is a case where the seismic isolation structure such as a seismic isolation building and a non-seismic isolation structure such as a fence are closed by a panel. In addition, since the panel is formed in a plate shape, it is safe and easy to open and close,
There is no risk of noise even in strong winds, it is possible to prevent inconvenience to the neighborhood, there is a large degree of freedom in design, and it is possible to adapt to the installation situation.

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

【図1】本発明の免震構造物に付設する外部パネルの第
1実施形態を示す正面図である。
FIG. 1 is a front view showing a first embodiment of an external panel attached to a seismic isolation structure of the present invention.

【図2】本発明の免震構造物に付設する外部パネルの第
1実施形態を示す平常時の横断平面図である。
FIG. 2 is a horizontal cross-sectional plan view showing the first embodiment of the external panel attached to the seismic isolation structure of the present invention in normal times.

【図3】本発明の免震構造物に付設する外部パネルの第
1実施形態を示す免震構造物と非免震構造物とが少し近
づいた状態の横断平面図である。
FIG. 3 is a transverse plan view showing a first embodiment of an external panel attached to the seismic isolation structure of the present invention in a state where the seismic isolation structure and the non-seismic isolation structure are slightly closer to each other.

【図4】本発明の免震構造物に付設する外部パネルの第
1実施形態を示す免震構造物と非免震構造物とがさらに
近づいた状態の横断平面図である。
FIG. 4 is a cross-sectional plan view showing a first embodiment of an external panel attached to the seismic isolation structure of the present invention in a state where the seismic isolation structure and the non-seismic isolation structure are closer to each other.

【図5】本発明の免震構造物に付設する外部パネルの第
1実施形態を示す免震構造物と非免震構造物とが離れた
状態の横断平面図である。
FIG. 5 is a cross-sectional plan view showing a first embodiment of an external panel attached to the seismic isolation structure of the present invention in a state where the seismic isolation structure and the non-seismic isolation structure are separated from each other.

【図6】本発明の免震構造物に付設する外部パネルの第
2実施形態を示す正面図である。
FIG. 6 is a front view showing a second embodiment of an external panel attached to the seismic isolation structure of the present invention.

【符号の説明】[Explanation of symbols]

1…免震構造物 2…非免震構造物 2a,2b…ボルト受け 3…隙間 4…パネル 5…第1のパネル 6…第2のパネル 7…蝶番 8…外パネル 9…内パネル 10…空間 11…スプリング 12a,12b…デッドボルト 13…ドアノブ 1 ... Seismic isolation structure 2 ... Non-seismic isolation structure 2a, 2b ... Bolt receiver 3 ... Gap 4 ... Panel 5 ... 1st panel 6 ... 2nd panel 7 ... Hinge 8 ... outer panel 9 ... inner panel 10 ... Space 11 ... Spring 12a, 12b ... Dead bolt 13 ... Door knob

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 免震構造物と、非免震構造物との間に設
ける外部パネルを、互いに接する突き合わせ端部が中折
れになるように内側に結合する蝶番で回動自在に結合し
た第1のパネルと第2のパネルとで構成し、第1のパネ
ルの基端部を免震構造物に蝶番で回動自在に取り付け、
第2のパネルの基端部を非免震構造物に蝶番で回動自在
に取り付け、第1のパネルまたは第2のパネルは、もし
くは、第1のパネルおよび第2のパネルは、外パネル
と、この外パネル内にスライド自在に組み合わせた内パ
ネルとで幅を免震構造物と非免震構造物の間隔方向に可
変に構成したことを特徴とする免震構造物と非免震構造
物との間に設ける外部パネル。
1. An outer panel provided between a seismic isolation structure and a non-seismic isolation structure has a butt end portion that folds in contact with each other and is center-folded.
It is composed of a first panel and a second panel that are rotatably coupled with a hinge that is coupled to the inside so that the base end of the first panel is hinged to a seismic isolation structure. Attached to
Hinge in mounted rotatably proximal end portion of the second panel to the non-seismic isolation structure, the first panel or second panel, if
The first panel and the second panel are outer panels.
And the inner pad that is slidably combined in this outer panel.
An external panel provided between a seismic isolated structure and a non-seismic isolated structure , wherein the width of the seismic isolation structure and the non-seismic isolated structure is variable.
【請求項2】 免震構造物と、非免震構造物との間に設
ける外部パネルを、互いに接する突き合わせ端部が中折
れになるように内側に結合する蝶番で回動自在に結合し
た第1のパネルと第2のパネルとで構成し、第1のパネ
ルの基端部を免震構造物に蝶番で回動自在に取り付け、
第2のパネルの基端部を、該第2のパネルに取り付けた
ドアノブなどの操作手段により動作するデッドボルトで
非免震構造物の上下からパネルの側に突出したボルト受
けに着脱自在に結合し、第1のパネルまたは第2のパネ
ルは、もしくは、第1のパネルおよび第2のパネルは、
外パネルと、この外パネル内にスライド自在に組み合わ
せた内パネルとで幅を免震構造物と非免震構造物の間隔
方向に可変に構成したことを特徴とする免震構造物と非
免震構造物との間に設ける外部パネル。
2. An outer panel provided between a base-isolated structure and a non-base-isolated structure has a fold end with abutting ends that contact each other.
It is composed of a first panel and a second panel that are rotatably coupled with a hinge that is coupled to the inside so that the base end of the first panel is hinged to a seismic isolation structure. Attached to
The base end of the second panel was attached to the second panel
With dead bolts operated by door knobs and other operating means
Bolt receivers protruding from the top and bottom of the non-seismic isolation structure to the panel side
And the first panel or the second panel, or the first panel and the second panel,
Outer panel and slidable combination inside this outer panel
An outer panel provided between a seismic isolated structure and a non-seismic isolated structure, characterized in that the width of the seismic isolated panel and the width of the seismic isolated structure and the non-seismic isolated structure are variable.
JP2000045741A 2000-02-23 2000-02-23 External panels installed between seismic isolation structures and non-seismic isolation structures Expired - Fee Related JP3393104B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000045741A JP3393104B2 (en) 2000-02-23 2000-02-23 External panels installed between seismic isolation structures and non-seismic isolation structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000045741A JP3393104B2 (en) 2000-02-23 2000-02-23 External panels installed between seismic isolation structures and non-seismic isolation structures

Publications (2)

Publication Number Publication Date
JP2001234594A JP2001234594A (en) 2001-08-31
JP3393104B2 true JP3393104B2 (en) 2003-04-07

Family

ID=18568279

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000045741A Expired - Fee Related JP3393104B2 (en) 2000-02-23 2000-02-23 External panels installed between seismic isolation structures and non-seismic isolation structures

Country Status (1)

Country Link
JP (1) JP3393104B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103790257A (en) * 2014-01-29 2014-05-14 中国航空规划建设发展有限公司 Method for controlling seismic isolation efficiency of architectural structure with stored floating cultural relics

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4499528B2 (en) * 2004-10-20 2010-07-07 株式会社日本アルミ Wall expansion joint device
JP5005987B2 (en) * 2006-08-22 2012-08-22 株式会社一条工務店 Access blocking device
JP5097892B2 (en) * 2006-12-06 2012-12-12 株式会社ナルコ岩井 Expansion joint railing
JP5054070B2 (en) * 2009-07-07 2012-10-24 ドーエイ外装有限会社 Wall joint cover device
JP6837925B2 (en) * 2017-06-15 2021-03-03 戸田建設株式会社 Seismic isolation handrail
JP7650753B2 (en) 2021-08-26 2025-03-25 センクシア株式会社 Seismic isolation free access floor structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103790257A (en) * 2014-01-29 2014-05-14 中国航空规划建设发展有限公司 Method for controlling seismic isolation efficiency of architectural structure with stored floating cultural relics
CN103790257B (en) * 2014-01-29 2015-11-18 中国航空规划设计研究总院有限公司 A kind of control storage has the method for the building structure isolation efficiency of floating historical relic

Also Published As

Publication number Publication date
JP2001234594A (en) 2001-08-31

Similar Documents

Publication Publication Date Title
EP0999335B3 (en) Screen device
US3891021A (en) Garage door with rolled overlapping joint for adjacent panels
JP3312848B2 (en) Screen device
JPH02183080A (en) Door
JP3393104B2 (en) External panels installed between seismic isolation structures and non-seismic isolation structures
US7156451B2 (en) Housing unit with slide-out, provided with an awning and awning for such a housing unit
TWI898642B (en) Screen device and chain structure thereof
JPH085279Y2 (en) Folding telescopic door
JP2026059546A (en) Bottom structure in a sheet-type shutter device
KR102704354B1 (en) Hinges for furniture doors that rotate by their own weight
JP3810547B2 (en) Indoor sliding door device
US20080099166A1 (en) Crime Prevention Structure for Guide Rail of Shutter for Building
JPH0721830Y2 (en) Blind soundproofing
JP3499841B2 (en) Sliding door interlocking mechanism
KR100374404B1 (en) Slotter screen
JP2820672B2 (en) Screen door
JP7365196B2 (en) switchgear
JPS5829746Y2 (en) Foldable insect screen door
JPH076490U (en) Shutter curtains for architectural shutters
JP3247624B2 (en) Emergency escape grid
JP2536642Y2 (en) Connection structure of shutter slat
JP2660232B2 (en) Bathroom door
JP2509602Y2 (en) Double over head door
JP3324094B2 (en) Linked Orito
JPH08270166A (en) Folding ladder device

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees