JPH10316351A - Escalator for base isolation building - Google Patents
Escalator for base isolation buildingInfo
- Publication number
- JPH10316351A JPH10316351A JP14460597A JP14460597A JPH10316351A JP H10316351 A JPH10316351 A JP H10316351A JP 14460597 A JP14460597 A JP 14460597A JP 14460597 A JP14460597 A JP 14460597A JP H10316351 A JPH10316351 A JP H10316351A
- Authority
- JP
- Japan
- Prior art keywords
- escalator
- floor
- base
- seismic isolation
- upper floor
- 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.)
- Pending
Links
Landscapes
- Escalators And Moving Walkways (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、免震建物用エスカ
レーターに関するものである。TECHNICAL FIELD The present invention relates to an escalator for a base-isolated building.
【0002】[0002]
【従来の技術】従来のエスカレーターは、その上端を上
層階の梁に、下端を下層階の梁に爪を介して搭載し、爪
の部分をアンカーで固定した構造が一般的である。2. Description of the Related Art A conventional escalator generally has a structure in which the upper end is mounted on a beam on an upper floor and the lower end is mounted on a beam on a lower floor via a claw, and the claw portion is fixed with an anchor.
【0003】[0003]
【本発明が解決しようとする課題】このような構造のエ
スカレーターを、中間の階層に免震装置を介在させた免
震建物用に設置すると、上層階と下層階との間に水平変
位が発生するためにエスカレーターを固定したアンカー
が破損してエスカレーターが落下する危険が予想され
る。When an escalator having such a structure is installed for a base-isolated building having a seismic isolation device in the middle level, horizontal displacement occurs between the upper floor and the lower floor. Therefore, there is a risk that the anchor to which the escalator is fixed is damaged and the escalator falls.
【0004】本発明は上記したような従来の問題を解決
するためになされたもので、免震建物において、上層階
と下層階との間に水平変位が発生しても、エスカレータ
ーが落下したり破損する危険性のない、免震建物用エス
カレーターを提供することを目的とする。SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned conventional problems. In a base-isolated building, even if horizontal displacement occurs between an upper floor and a lower floor, an escalator may fall. An object of the present invention is to provide an escalator for a base-isolated building that has no risk of being damaged.
【0005】[0005]
【課題を解決するための手段】上記のような目的を達成
するために、本発明の免震建物用エスカレーターは、エ
スカレーターの上端又は下端のどちらか一方端に旋回装
置を設け、この旋回装置には支持脚を設け、かつこの支
持脚は、免震階又は上層階のどちらか一方の躯体にエス
カレ−タ−の長手方向に敷設したレ−ル上を走行可能に
配置し、エスカレーターの他端には回転軸を設け、この
回転軸を免震階又は上層階の他方の躯体に回転可能に配
置したことを特徴とする。また、エスカレーターの他端
は滑り支承を介して免震階又は上層階の他方の躯体に配
置したことを特徴とするものである。以下、図面を参照
しながら本発明の実施の形態について説明する。In order to achieve the above object, an escalator for a base-isolated building according to the present invention is provided with a turning device at one of the upper end and the lower end of the escalator. Are provided with supporting legs, and the supporting legs are arranged so as to be able to run on a rail laid in the longitudinal direction of the escalator on either the base-isolated floor or the upper floor, and the other end of the escalator is provided. Is provided with a rotating shaft, and the rotating shaft is rotatably arranged on the other frame of the seismic isolation floor or the upper floor. Further, the other end of the escalator is arranged on the other frame of the seismic isolation floor or the upper floor via a sliding bearing. Hereinafter, embodiments of the present invention will be described with reference to the drawings.
【0006】[0006]
【発明の実施の形態1】 <イ>免震建物 本発明のエスカレーターを使用する建物は図5に示すよ
うな、上層階Aと下層階Bとの中間階に免震装置Cを設
けた建物である。このような建物では前記したように上
層階Aと免震階Dとの間に水平変位が発生するために従
来の構造のエスカレーターをそのまま利用することはで
きない。First Embodiment <A> Seismic Isolation Building A building using the escalator of the present invention is a building having a seismic isolation device C provided on an intermediate floor between an upper floor A and a lower floor B as shown in FIG. It is. In such a building, since the horizontal displacement occurs between the upper floor A and the seismic isolation floor D as described above, the escalator having the conventional structure cannot be used as it is.
【0007】<ロ>エスカレーターの上端部の構造 図1、2に示すように、エスカレーター1はエスカレー
ターフレ−ム11に搭載されており、その上端部の底面
等には鉛直軸を有する回転軸2が固定されている。<B> Structure of the upper end of the escalator As shown in FIGS. 1 and 2, the escalator 1 is mounted on an escalator frame 11, and a rotating shaft 2 having a vertical axis is provided on the bottom surface of the upper end of the escalator. Has been fixed.
【0008】この回転軸2はエスカレーター1の上部を
支持できるだけの十分な強度を有している。また、形状
は、円柱形や先端先細りのピン形などの種々の形状が考
えられるが、特に限定するものではない。The rotating shaft 2 has sufficient strength to support the upper part of the escalator 1. In addition, various shapes such as a columnar shape and a pin shape having a tapered tip can be considered, but the shape is not particularly limited.
【0009】<ハ>上層階の取付構造 上層階A側には、コンクリ−トを打ち増しして、水平な
棚部a1を構築する。そして、この棚部a1の上面に
は、エスカレーター1の回転軸2を挿入するための設置
穴a2を設ける。設置穴a2は回転軸2よりやや大きい
内径を有しており、その内面は鋼板等で被覆する。<C> Mounting structure of upper floor On the upper floor A side, a concrete is added to construct a horizontal shelf a1. An installation hole a2 for inserting the rotation shaft 2 of the escalator 1 is provided on the upper surface of the shelf a1. The installation hole a2 has an inner diameter slightly larger than the rotation shaft 2, and its inner surface is covered with a steel plate or the like.
【0010】そして、図1に示すように、回転軸2を設
置穴a2内に挿入設置することによって、エスカレ−タ
−1はその上端部を中心に回転が可能となる。なお、回
転軸2と設置穴a2間にベアリングを配備することも考
えられる。その他、回転軸2の保持機構は、回転軸2を
回転可能に保持できれば特に限定しない。As shown in FIG. 1, by inserting the rotary shaft 2 into the installation hole a2, the escalator 1 can rotate around its upper end. It is also conceivable to provide a bearing between the rotating shaft 2 and the installation hole a2. In addition, the holding mechanism of the rotating shaft 2 is not particularly limited as long as the rotating shaft 2 can be rotatably held.
【0011】<ニ>エスカレーターの下端部の構造 エスカレ−タ−フレ−ム11の下端部の底面等には、図
1、2に示すように、旋回装置3を配備する。この旋回
装置3は、軸の両端にベアリング等を介して回転自在に
円盤を対向させて配置した構造などの公知の装置が考え
られる。<4> Structure of the lower end of the escalator A swivel device 3 is provided on the bottom surface of the lower end of the escalator frame 11, as shown in FIGS. The swivel device 3 may be a known device such as a structure in which disks are rotatably arranged at both ends of a shaft via bearings or the like so as to face each other.
【0012】また、旋回装置3の底面には支持脚31を
設ける。この支持脚31は後述のレ−ル32上に走行可
能に設置される。また支持脚31の形状は、レ−ル32
から脱落しなければ特に限定しないが、エスカレーター
1の下部を支持できるだけの十分な強度を付与する。A support leg 31 is provided on the bottom surface of the turning device 3. The support leg 31 is installed so as to be able to run on a rail 32 described later. The shape of the support leg 31 is a rail 32
There is no particular limitation as long as the escalator 1 does not fall off, but sufficient strength to support the lower portion of the escalator 1 is provided.
【0013】<ホ>免震階の取付構造 免震階Dには、図1、2に示すように、コンクリ−トを
打ち増しして、エスカレ−タ−ル−ムd1を構築する。
このエスカレータール−ムd1内の上面には、エスカレ
ーター1の長手方向にレ−ル32を敷設する。本実施の
形態の場合は、2本のレ−ル32を平行に敷設した場合
である。また、レ−ル32は地震時の最大揺れ相当の2
倍以上の長さにするとよい。<E> Mounting structure of seismic isolation floor On the seismic isolation floor D, as shown in FIGS. 1 and 2, an additional concrete is added to construct an escalator room d1.
A rail 32 is laid on the upper surface of the escalator room d1 in the longitudinal direction of the escalator 1. In this embodiment, two rails 32 are laid in parallel. Also, the rail 32 has a value of 2 corresponding to the maximum shaking during the earthquake.
The length should be more than double.
【0014】<ヘ>揺れ量相当の隙間 免震階Dのエスカレータール−ムd1の側壁内面と、エ
スカレーター1の下端部間には、地震時の揺れ量相当の
隙間S1、また揺れによりエスカレーター1が回転した
ときにその下端部がエスカレータール−ムd1の側壁内
面に接触しない隙間S2を設ける。<F> Gap equivalent to the amount of shaking Between the inner surface of the side wall of the escalator room d1 on the seismic isolation floor D and the lower end of the escalator 1, a gap S1 equivalent to the amount of shaking during an earthquake, and the escalator 1 due to the shaking. A gap S2 is provided in which the lower end does not come into contact with the inner surface of the side wall of the escalator room d1 when is rotated.
【0015】また、上層階Aの躯体側面とエスカレータ
ー1の上端部間にも、揺れによりエスカレーター1が回
転したときにその上端部が上層階Aの躯体に接触しない
隙間S3を設ける。A gap S3 is also provided between the side of the skeleton of the upper floor A and the upper end of the escalator 1 so that when the escalator 1 rotates due to shaking, the upper end does not contact the skeleton of the upper floor A.
【0016】これらの間隙S1〜S3は、地震時の最大
揺れを想定して、エスカレーター1の上下端部とエスカ
レータール−ムd1及び上層階Aの躯体側面とが接触し
ないだけの間隙である。なお、これらの間隙の上部に
は、十分な長さのある渡り板4a、4bを掛け渡して被
覆し、利用者の危険を回避する。These gaps S1 to S3 are gaps in which the upper and lower ends of the escalator 1 do not come into contact with the side surfaces of the escalator room d1 and the frame of the upper floor A, assuming the maximum shaking during an earthquake. In addition, the upper portions of these gaps are covered and covered with the transfer plates 4a and 4b having a sufficient length to avoid danger to the user.
【0017】<ト>地震時の作動 図2に示すように、エスカレーター1の上端は回転軸2
を中心に回転可能に構成される。また、エスカレーター
1の下端は旋回装置3により水平方向に旋回可能で、か
つ支持脚31の走行機能によりレ−ル32に沿って、エ
スカレーター1の長手方向に移動可能に構成される。<G> Operation during an earthquake As shown in FIG.
It is configured to be rotatable around. The lower end of the escalator 1 can be turned horizontally by the turning device 3 and can be moved in the longitudinal direction of the escalator 1 along the rail 32 by the running function of the support leg 31.
【0018】地震力による水平変位が免震階Dに生じた
時、エスカレーター1の上端部は自由に回転してX方向
の層間変位を吸収する。またエスカレーター1の下端部
はレ−ル32に沿って移動することにより、Y方向の層
間変位を吸収する。When a horizontal displacement due to seismic force occurs on the seismic isolation floor D, the upper end of the escalator 1 rotates freely to absorb the interlayer displacement in the X direction. The lower end of the escalator 1 moves along the rail 32 to absorb interlayer displacement in the Y direction.
【0019】また地震力による水平変位は、X方向のみ
やY方向のみの場合は希で、両方向に変位することが十
分に考えられるので、エスカレーター1がX方向に移動
した場合にエスカレーター1の上下両端部の支点間距離
が変化しないように、エスカレーター1の下端部の旋回
装置3が回転すると同時に、レ−ル32に沿って前後動
することによって常に支点間距離を一定に保っている。The horizontal displacement due to the seismic force is rare in the case of only the X direction or only the Y direction, and it is sufficiently considered that the displacement occurs in both directions. Therefore, when the escalator 1 moves in the X direction, the escalator 1 moves up and down. In order to keep the distance between the fulcrums at both ends unchanged, the distance between the fulcrums is always kept constant by rotating the revolving device 3 at the lower end of the escalator 1 and moving back and forth along the rail 32 at the same time.
【0020】従って、地震時に免震階Dとその上層階A
との間に水平変位が生じても、エスカレーター1の上下
端部が、免震階D及び上層階Aの躯体と接触しない範囲
で揺動するため、エスカレーター1が破損したり落下す
ることがない。Therefore, during the earthquake, the seismic isolation floor D and its upper floor A
Even if horizontal displacement occurs between the escalator 1 and the upper and lower ends, the escalator 1 swings in a range where it does not contact the skeleton of the seismic isolation floor D and the upper floor A, so that the escalator 1 is not damaged or dropped. .
【0021】なお、本実施の形態では、エスカレーター
1の上端部に回転軸2を、下端部に旋回装置3及び支持
脚31を装備した場合であるが、その反対に上端部に旋
回装置3及び支持脚31を、下端部に回転軸2を装備す
る場合や、上下両端部に旋回装置3及び支持脚31を装
備する場合も考えられる。In the present embodiment, the escalator 1 is equipped with the rotating shaft 2 at the upper end and the turning device 3 and the support leg 31 at the lower end. The supporting leg 31 may be provided with the rotating shaft 2 at the lower end, or the turning device 3 and the supporting leg 31 at both upper and lower ends.
【0022】[0022]
【発明の実施の形態2】図3、4に示す実施の形態2
は、エスカレーター1の上端部に、回転軸2の代わりに
滑り支承5を設けた場合である。滑り支承5は、エスカ
レーターフレ−ム11の上端部の底面等に設けた滑動体
51と、上層階Aに築造したボックスa3内の上面に敷
設した滑動面板52とよりなる。Second Embodiment A second embodiment shown in FIGS.
5 shows a case in which a sliding bearing 5 is provided at the upper end of the escalator 1 instead of the rotating shaft 2. The sliding bearing 5 comprises a sliding body 51 provided on the bottom surface or the like of the upper end of the escalator frame 11, and a sliding face plate 52 laid on the upper surface of the box a3 built on the upper floor A.
【0023】滑動面板52は、平滑で強度の十分な面で
あればよく、特別な構造を必要としない。また滑動体5
1は円盤、円柱体、半球体、下に尖った円錐、角錐、車
輪、その他滑動しやすい形状であれば広く採用すること
ができる。そして、この滑動体51を滑動面板52の上
に滑動自在に載置する。The sliding face plate 52 only needs to be a smooth and sufficiently strong surface, and does not require a special structure. Sliding body 5
1 can be widely adopted as long as it is a disk, a cylinder, a hemisphere, a cone having a downward point, a pyramid, a wheel, or any other shape that is easy to slide. Then, the sliding body 51 is slidably mounted on the sliding face plate 52.
【0024】なお、滑動体51が滑動してボックスa3
の側壁内面に衝突しないように、公知のダンパ−6等を
滑動体51とボックスa3の側壁内面間の適宜位置に配
置しておくとよい。また、エスカレーター1の下端部に
滑り支承5を、上端部に旋回装置3等を設ける構造でも
よい。The sliding body 51 slides and the box a3
A known damper 6 or the like may be disposed at an appropriate position between the sliding body 51 and the inner surface of the side wall of the box a3 so as not to collide with the inner surface of the side wall of the box a3. Further, a structure in which the sliding support 5 is provided at the lower end of the escalator 1 and the turning device 3 or the like is provided at the upper end may be used.
【0025】本実施の形態の場合は、エスカレーター1
の上下両端部が揺動する。そのため、層間変位を2層で
負担することになり、各々の支持点の変位最大揺れの半
分になり、揺れ量相当の隙間S4〜S7は最大揺れの半
分以上であればいいことになる。In the case of this embodiment, the escalator 1
The upper and lower ends swing. Therefore, the interlayer displacement is borne by the two layers, which is half of the maximum swing of the displacement of each support point, and the gaps S4 to S7 corresponding to the swing amount need only be half or more of the maximum swing.
【0026】[0026]
【本発明の効果】本発明の免震建物用エスカレーターは
以上説明したようになるから、地震時に免震階とその上
層階の間に水平変位が生じても、エスカレーターが破損
したり落下することがなく、利用者に損傷を与える心配
がない。[Effect of the present invention] The escalator for a base-isolated building according to the present invention is as described above. Therefore, even if a horizontal displacement occurs between a base-isolated floor and its upper floor during an earthquake, the escalator may be damaged or fall. There is no need to worry about damaging users.
【図1】 本発明の実施の形態1の側面からの説明図FIG. 1 is an explanatory view from the side of Embodiment 1 of the present invention;
【図2】 その平面からの説明図FIG. 2 is an explanatory view from the plane.
【図3】 本発明の実施の形態2の側面からの説明図FIG. 3 is an explanatory view from the side of Embodiment 2 of the present invention;
【図4】 その平面からの説明図FIG. 4 is an explanatory view from the plane.
【図5】 免震装置を介在させた建物の説明図FIG. 5 is an illustration of a building with a seismic isolation device interposed.
Claims (2)
て、 免震階とその上層階との間にエスカレーターを設置し、 エスカレーターの上端又は下端のどちらか一方端に旋回
装置を設け、この旋回装置には支持脚を設け、かつこの
支持脚は、免震階又は上層階のどちらか一方の躯体にエ
スカレ−タ−の長手方向に敷設したレ−ル上を走行可能
に配置し、 エスカレーターの他端には回転軸を設け、この回転軸を
免震階又は上層階の他方の躯体に回転可能に配置したこ
とを特徴とする、免震建物用エスカレーター。An escalator is installed between a seismic isolation floor and an upper floor of the building having a seismic isolation device on an intermediate floor, and a turning device is provided on one of the upper and lower ends of the escalator. The turning device is provided with supporting legs, and the supporting legs are arranged so as to be able to travel on a rail laid in the longitudinal direction of the escalator on either the base-isolated floor or the upper floor, and an escalator. An escalator for a base-isolated building, wherein a rotary shaft is provided at the other end of the escalator, and the rotary shaft is rotatably disposed on the other frame of the base-isolated floor or the upper floor.
て、 免震階とその上層階との間にエスカレーターを設置し、 エスカレーターの上端又は下端のどちらか一方端に旋回
装置を設け、この旋回装置には支持脚を設け、かつこの
支持脚は、免震階又は上層階のどちらか一方の躯体にエ
スカレ−タ−の長手方向に敷設したレ−ル上を走行可能
に配置し、 エスカレーターの他端は滑り支承を介して免震階又は上
層階の他方の躯体に配置したことを特徴とする、 免震建物用エスカレーター。2. An escalator is installed between a seismic isolation floor and an upper floor thereof in a building having a seismic isolation device on an intermediate floor, and a turning device is provided on one of the upper end and the lower end of the escalator. The turning device is provided with supporting legs, and the supporting legs are arranged so as to be able to travel on a rail laid in the longitudinal direction of the escalator on either the base-isolated floor or the upper floor, and an escalator. An escalator for a base-isolated building, characterized in that the other end of the escalator is disposed on the other frame of the base-isolated floor or the upper floor via a sliding bearing.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14460597A JPH10316351A (en) | 1997-05-19 | 1997-05-19 | Escalator for base isolation building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14460597A JPH10316351A (en) | 1997-05-19 | 1997-05-19 | Escalator for base isolation building |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH10316351A true JPH10316351A (en) | 1998-12-02 |
Family
ID=15365923
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP14460597A Pending JPH10316351A (en) | 1997-05-19 | 1997-05-19 | Escalator for base isolation building |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH10316351A (en) |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2005187088A (en) * | 2003-12-24 | 2005-07-14 | Hitachi Ltd | Passenger conveyor |
CN104555682A (en) * | 2013-10-15 | 2015-04-29 | 株式会社日立制作所 | Passenger conveying equipment |
CN104649114A (en) * | 2013-11-25 | 2015-05-27 | 株式会社日立制作所 | Passenger transmission device |
WO2015082195A1 (en) * | 2013-12-06 | 2015-06-11 | Inventio Ag | Support for supporting a person conveying device on a structure |
CN105502138A (en) * | 2014-10-14 | 2016-04-20 | 株式会社日立制作所 | Passenger conveyor |
JP2016088706A (en) * | 2014-11-06 | 2016-05-23 | 株式会社竹中工務店 | escalator |
KR20160141777A (en) * | 2014-03-28 | 2016-12-09 | 인벤티오 아게 | Lateral damping and intermediate support for escalators and moving walks in seismic events |
JP2017100832A (en) * | 2015-12-01 | 2017-06-08 | 三菱電機ビルテクノサービス株式会社 | Support device of passenger conveyor and passenger conveyor |
CN110472473A (en) * | 2019-06-03 | 2019-11-19 | 浙江新再灵科技股份有限公司 | The method fallen based on people on Attitude estimation detection staircase |
-
1997
- 1997-05-19 JP JP14460597A patent/JPH10316351A/en active Pending
Cited By (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2005187088A (en) * | 2003-12-24 | 2005-07-14 | Hitachi Ltd | Passenger conveyor |
CN104555682A (en) * | 2013-10-15 | 2015-04-29 | 株式会社日立制作所 | Passenger conveying equipment |
CN104649114A (en) * | 2013-11-25 | 2015-05-27 | 株式会社日立制作所 | Passenger transmission device |
US20160304322A1 (en) * | 2013-12-06 | 2016-10-20 | Inventio Ag | Support for supporting a person conveying device on a structure |
CN105793185A (en) * | 2013-12-06 | 2016-07-20 | 因温特奥股份公司 | Support for supporting a person conveying device on a structure |
KR20160096604A (en) * | 2013-12-06 | 2016-08-16 | 인벤티오 아게 | Support for supporting a person conveying device on a structure |
WO2015082195A1 (en) * | 2013-12-06 | 2015-06-11 | Inventio Ag | Support for supporting a person conveying device on a structure |
JP2016539061A (en) * | 2013-12-06 | 2016-12-15 | インベンテイオ・アクテイエンゲゼルシヤフトInventio Aktiengesellschaft | Support for supporting a human transport device on a structure |
US9834416B2 (en) | 2013-12-06 | 2017-12-05 | Inventio Ag | Support for supporting a person conveying device on a structure |
KR20160141777A (en) * | 2014-03-28 | 2016-12-09 | 인벤티오 아게 | Lateral damping and intermediate support for escalators and moving walks in seismic events |
CN105502138A (en) * | 2014-10-14 | 2016-04-20 | 株式会社日立制作所 | Passenger conveyor |
JP2016078955A (en) * | 2014-10-14 | 2016-05-16 | 株式会社日立製作所 | Passenger conveyor |
JP2016088706A (en) * | 2014-11-06 | 2016-05-23 | 株式会社竹中工務店 | escalator |
JP2017100832A (en) * | 2015-12-01 | 2017-06-08 | 三菱電機ビルテクノサービス株式会社 | Support device of passenger conveyor and passenger conveyor |
CN110472473A (en) * | 2019-06-03 | 2019-11-19 | 浙江新再灵科技股份有限公司 | The method fallen based on people on Attitude estimation detection staircase |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPH10316351A (en) | Escalator for base isolation building | |
KR102133011B1 (en) | Window system | |
CN211948000U (en) | Strutting arrangement is used in bridge construction | |
CN210510865U (en) | Animation equipment rotates platform | |
JPH0712687A (en) | Development testing apparatus for developing type solar battery paddle | |
JP2000017937A (en) | Aseismatic moving wall structure | |
JP2001193176A (en) | Joint device for floor | |
JPH0847877A (en) | Rotary stand hanger incorporating cylindrical auxiliary rotary member | |
JP3058309U (en) | Seismic moving wall structure | |
JP3062802B2 (en) | Vibration isolation device | |
CN209126425U (en) | A kind of Art Design tool box easy to remove | |
CN113142851B (en) | Compact shelf with shockproof locking function | |
JPS6133801Y2 (en) | ||
CN107883126A (en) | A kind of unenhanced level frame of quick self modulation | |
JP2000179619A (en) | Base isolation device | |
JP2605532Y2 (en) | Moving wall traveling device | |
JP4351763B2 (en) | Seismic isolation device with rolling elements | |
JPH1113830A (en) | Trigger mechanism for base isolation device | |
JP2016156212A (en) | Floor joint device | |
JPS5916466Y2 (en) | Hanging fittings for movable partition walls | |
JP3490664B2 (en) | Handrail | |
JP3653729B2 (en) | Glass plate material support member | |
JPH10121824A (en) | Aseismatic system in moving wall hanging mechanism | |
JPH10219843A (en) | Bas isolation structure for structure | |
JPS58128276U (en) | Moving wall turning device |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A621 | Written request for application examination |
Effective date: 20040428 Free format text: JAPANESE INTERMEDIATE CODE: A621 |
|
A977 | Report on retrieval |
Effective date: 20060529 Free format text: JAPANESE INTERMEDIATE CODE: A971007 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20060905 |
|
A02 | Decision of refusal |
Effective date: 20070109 Free format text: JAPANESE INTERMEDIATE CODE: A02 |