JP2005298150A - Movable landing device for elevator for base isolation building - Google Patents

Movable landing device for elevator for base isolation building Download PDF

Info

Publication number
JP2005298150A
JP2005298150A JP2004117684A JP2004117684A JP2005298150A JP 2005298150 A JP2005298150 A JP 2005298150A JP 2004117684 A JP2004117684 A JP 2004117684A JP 2004117684 A JP2004117684 A JP 2004117684A JP 2005298150 A JP2005298150 A JP 2005298150A
Authority
JP
Japan
Prior art keywords
movable
fixed
building
floor plate
entrance
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
Application number
JP2004117684A
Other languages
Japanese (ja)
Inventor
Kimitake Ugawa
公丈 鵜川
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.)
Mitsubishi Electric Building Solutions Corp
Original Assignee
Mitsubishi Electric Building Techno Service 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 Mitsubishi Electric Building Techno Service Co Ltd filed Critical Mitsubishi Electric Building Techno Service Co Ltd
Priority to JP2004117684A priority Critical patent/JP2005298150A/en
Publication of JP2005298150A publication Critical patent/JP2005298150A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Maintenance And Inspection Apparatuses For Elevators (AREA)
  • Lift-Guide Devices, And Elevator Ropes And Cables (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To obtain a movable landing device for an elevator for a base isolation building having a movable floor part of a getting on/off passage capable of responding to the relative displacement of a base part entrance and an elevator shaft entrance without abnormality and returning to the regular position after an earthquake. <P>SOLUTION: The movable landing device comprises a fixed floor plate 20, a fixed ceiling 21 and a fixed side wall 23, which are respectively provided on a building body side of the getting on/off passage and forming a fixed entrance, a plurality of movable side floor plates 24 provided on an elevator shaft side of the getting on/off passage and arranged to always overlap the upper face of the fixed floor plate, a plurality of movable ceilings 28 and movable side walls 27 provided on the elevator shaft side of the getting on/off passage and slidably fitted inside the fixed ceiling and inside the fixed side wall, and extensible connection links 34 for the movable floor plates provided among the fixed floor plate 20 and the movable floor plates 24 for sliding/displacing the movable floor plates equally from each other. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

この発明は、基部建築体に免震装置を介して免震建築体が支持され、また基部建築体及び免震建築体に昇降路が形成され、この昇降路及び建築体の間に乗降通路が設けられた免震建物用エレベータの可動乗場装置、特にその可動床部分に関するものである。   In the present invention, a base isolation structure is supported on a base building via a base isolation device, and a hoistway is formed in the base building and the base isolation structure, and a boarding passage is provided between the hoistway and the building. The present invention relates to a movable landing device for an elevator for a seismically isolated building, particularly a movable floor portion thereof.

従来の免震建物用エレベータの乗場装置において、基部建築体に免震装置を介して支持された免震建築体と、免震建築体に形成されて基部建築体に嵌合状態に配置された昇降路とが設けられ、建築体と昇降路との間に乗降通路が配置される。すなわち、昇降路に設けられて乗降通路の一側を形成する昇降路出入口が配置され、また基部建築体に設けられて昇降路出入口に対向して配置されて乗降通路の他側を形成する基部出入口が装備される。   In the conventional elevator base station for base-isolated buildings, the base-isolated building supported by the base building via the base-isolating device and the base-isolated building are arranged in a fitted state. A hoistway is provided, and an entrance / exit passage is disposed between the building and the hoistway. That is, a hoistway entrance / exit that is provided in the hoistway and forms one side of the entrance / exit passage is disposed, and a base portion that is provided in the base building and is disposed opposite the hoistway entrance / exit to form the other side of the entrance / exit passage A doorway is equipped.

そして、基部出入口に基部板の一側を保持して昇降路出入口方向へ突設し、また昇降路出入口に昇降路板の一側を保持して基部出入口方向へ突設する。さらに、中間板の一側を基部板の他側に係合し中間板の他側は昇降路板の他側に係合し、基部板と昇降路板の両者間の空所を塞ぎ、上記両者と中間板により乗降通路の床面を形成する。   Then, one side of the base plate is held at the base entrance / exit and protrudes toward the hoistway entrance / exit, and one side of the hoistway plate is held at the hoistway entrance / exit and protrudes toward the base entrance / exit. Further, one side of the intermediate plate is engaged with the other side of the base plate, the other side of the intermediate plate is engaged with the other side of the hoistway plate, and the space between both the base plate and the hoistway plate is closed, The floor surface of the entrance / exit passage is formed by both and the intermediate plate.

これによって、地震時、強風時の基部建築体と昇降路の双方の相互間距離等の変化に対応する。このような構成によって、地震時等であって上記双方が水平方向に相対変位した場合に、乗降通路が変位したり伸縮するように構成している(例えば、特許文献1参照)。また、他の従来技術として、左右の建物が地震等によって左右方向に揺れ動いても、その揺れ動きを吸収することができるとともに、常時所定間隔となるように移動する複数本の遮断幕支持バーに小さな撓みで遮断幕を固定した遮断幕装置が提案されている(例えば、特許文献2参照)。   This accommodates changes in the distance between the base building and the hoistway during an earthquake or strong wind. With such a configuration, the entrance / exit passage is configured to be displaced or expanded / contracted when the both are relatively displaced in the horizontal direction during an earthquake or the like (see, for example, Patent Document 1). As another prior art, even if the left and right buildings are swung in the left and right direction due to an earthquake or the like, they can absorb the wobbling movement, and are small in a plurality of barrier curtain support bars that always move at a predetermined interval. There has been proposed a curtain device in which the curtain is fixed by bending (see, for example, Patent Document 2).

特開平11−171429号公報(要約、図1)Japanese Patent Laid-Open No. 11-171429 (summary, FIG. 1) 特開平11−81499号公報JP-A-11-81499

従来の免震建物用エレベータの乗場装置では、地震時等であって基部建築体と昇降路とに相対変位が発生した場合に、基部建築体の基部出入口に対して昇降路が、基部出入口の上縁部に対する間隔と基部出入口の下縁部に対する間隔との間に差異が生じる方向に傾斜する変位、すなわち基部出入口に対して昇降路に出入口の出入方向に沿う方向の倒れ傾斜が発生する。
このように基部出入口に対して出入方向に昇降路の倒れ傾斜が発生したときに、基部板、昇降路板及び中間板により構成された従来の乗降通路では、昇降路の倒れ傾斜に基づく基部出入口と昇降路出入口の相対変位に対する対応が不十分である。すなわち、基部板、昇降路板及び中間板それぞれの幅方向の一側が上下する方向に傾斜する。このため、相互間の摺動変位が不円滑になって部材が変形したり、不快な軋み音を発生したりするという問題点があった。また、かかる問題を解決するために、地震発生時に円滑に摺動変位させるものも提案されているが、地震発生後に乗場装置の可動床部分が正規位置に戻らなくなり、不揃いとなるので、見栄えが悪くなる。従って、可動床部分を再設定する必要があり、非常に手間がかかっていた。また、他の従来技術の遮断幕装置は、免震建物用エレベータの可動乗場装置の可動床部分にそのまま転用することはできなかった。
In conventional elevator bases for base-isolated buildings, when a relative displacement occurs between the base building and the hoistway at the time of an earthquake, the hoistway is connected to the base doorway of the base building. A displacement that inclines in a direction in which there is a difference between the distance to the upper edge and the distance to the lower edge of the base entrance, that is, a tilting inclination in the direction along the entrance / exit direction of the entrance / exit with respect to the base entrance.
In this way, in the conventional entrance / exit constructed by the base plate, the hoistway plate, and the intermediate plate when the tilting inclination of the hoistway occurs in the entrance / exit direction with respect to the base entrance / exit, the base entrance / exit based on the tilting inclination of the hoistway And the response to the relative displacement of the hoistway entrance is insufficient. That is, the base plate, the hoistway plate, and the intermediate plate are inclined in the direction in which one side in the width direction moves up and down. For this reason, there has been a problem that the sliding displacement between them becomes unsmooth and the member is deformed or an unpleasant squeak noise is generated. In addition, in order to solve such a problem, there has been proposed one that smoothly slides and displaces when an earthquake occurs, but the movable floor portion of the landing device does not return to the normal position after the earthquake occurs, and it becomes uneven, so it looks good Deteriorate. Therefore, it was necessary to reset the movable floor portion, which was very time-consuming. In addition, other prior art screen curtain devices could not be diverted as they are to the movable floor portion of the movable landing device of the seismic isolation building elevator.

この発明は、かかる問題点を解消するためになされたものであり、基部建築体の基部出入口に対して出入方向に昇降路の倒れ傾斜が発生することに伴う、基部出入口及び昇降路出入口の相対変位に乗降通路の可動床部分が異常なく対応するとともに、地震後に正規位置に復帰できるようにした免震建物用エレベータの可動乗場装置を提供するものである。   The present invention has been made in order to solve such problems, and the relative relationship between the base entrance and the hoistway entrance associated with the occurrence of tilting of the hoistway in the entrance and exit directions with respect to the base entrance of the base building. It is an object of the present invention to provide a movable landing device for an elevator for a base-isolated building that can cope with displacement with a movable floor portion of a boarding / exiting passage without any abnormality and can return to a normal position after an earthquake.

この発明に係る免震建物用エレベータの可動乗場装置においては、基部建築体に免震装置を介して免震建築体が支持され、かつ基部建築体及び免震建築体に昇降路が形成され、この昇降路及び建築体の間に乗降通路が設けられ、この乗降通路の建築体側に固定出入口が設けられ、かつ乗降通路の昇降路側に可動出入口が設けられたものにおいて、乗降通路の建築体側にそれぞれ設けられ、固定出入口を形成する固定床板、固定天井及び固定側壁と、乗降通路の昇降路側に設けられ、固定床板の上面に常時重合するように配設された複数の可動側床板と、乗降通路の昇降路側にそれぞれ設けられ、固定天井及び固定側壁の内側にそれぞれ摺動可能に嵌め込まれた複数の可動天井及び可動側壁と、固定床板と各可動床板の相互間に設けられ、各可動床板の相互間を均等に摺動変位させる可動床板用伸縮連結リンクとを備えたものである。   In the movable landing device for an elevator for a base-isolated building according to the present invention, the base-isolated building is supported by the base building via the base-isolating device, and a hoistway is formed in the base and the base-isolated building, A boarding passage is provided between the hoistway and the building, a fixed doorway is provided on the building side of the boarding passage, and a movable doorway is provided on the hoistway side of the boarding passage. A plurality of movable floor boards provided on the hoistway side of the entrance / exit passage, and arranged so as to be constantly superposed on the upper surface of the fixed floor board, A plurality of movable ceilings and movable side walls, which are respectively provided on the hoistway side of the passage and are slidably fitted inside the fixed ceiling and the fixed side walls, and between the fixed floor plate and each movable floor plate, It is obtained by a movable floor for telescopic connecting link to evenly slidably displaced between each other floorboards.

また、可動床板用伸縮連結リンクの枢軸ピンと固定床板及び各可動床板との間を、球面座機構により連結したものである。   Further, the pivot pin of the telescopic connecting link for the movable floor plate, the fixed floor plate, and each movable floor plate are connected by a spherical seat mechanism.

また、固定床板と各可動床板の相互間、固定天井と各可動天井の相互間、及び固定側壁と各可動側壁の相互間にそれぞれ設けられ、各可動床板の相互間、各可動天井の相互間、及び各可動側壁の相互間を均等に摺動変位させる伸縮連結リンクを備えたものである。   Also, provided between the fixed floor plate and each movable floor plate, between the fixed ceiling and each movable ceiling, and between the fixed side wall and each movable side wall, between each movable floor plate and between each movable ceiling. , And an expansion / contraction link for slidably displacing between the movable side walls.

また、伸縮連結リンクは、パンタグラフ動作機構からなるものである。   The telescopic connection link is composed of a pantograph operation mechanism.

また、伸縮連結リンクは、固定床板と各可動床板の相互間に垂直方向に1個配置し、固定天井と各可動天井の相互間に水平方向に間隔を置いて2個配置するとともに、固定側壁と各可動側壁の相互間に垂直方向に間隔を置いて2個配置したものである。   In addition, one extension link link is arranged between the fixed floor plate and each movable floor plate in the vertical direction, and two pieces are arranged at horizontal intervals between the fixed ceiling and each movable ceiling, and the fixed side wall. And two movable side walls are vertically spaced apart from each other.

また、可動床板を複数枚の平板状のステンレス板による複数層構造とし、可動天井及び可動側壁を複数枚の門型ステンレス板による複数層構造としたものである。   Further, the movable floor plate has a multi-layer structure made of a plurality of flat plate-like stainless steel plates, and the movable ceiling and the movable side wall have a multi-layer structure made of a plurality of gate-type stainless steel plates.

この発明は、乗降通路の建築体側にそれぞれ設けられ、固定出入口を形成する固定床板、固定天井及び固定側壁と、乗降通路の昇降路側に設けられ、固定床板の上面に常時重合するように配設された複数の可動側床板と、乗降通路の昇降路側にそれぞれ設けられ、固定天井及び固定側壁の内側にそれぞれ摺動可能に嵌め込まれた複数の可動天井及び可動側壁と、固定床板と各可動床板の相互間に設けられ、各可動床板の相互間を均等に摺動変位させる可動床板用伸縮連結リンクとを備えたので、固定床板と各可動床板との相互間が可動床板用伸縮連結リンクにより互いに均等に伸縮しながら摺動変位するので、乗降通路の美観を維持することができる。また、地震発生後に乗降通路を正規位置に復帰させる場合でも、可動床板用伸縮連結リンクにより可動床板を、均等間隔を維持しながら摺動変位させて復帰させることができるので、不揃いがなく、見栄えが良い乗降通路の再設定を極めて簡単に実施することができるという効果がある。また、可動床板用伸縮連結リンクの枢軸ピンと固定床板及び各可動床板との間を、球面座機構により連結したので、可動床板の摺動変位が円滑となる利点がある。   The present invention is provided on the building body side of the entrance / exit passage, and is provided on the fixed floor board, the fixed ceiling and the fixed side wall forming the fixed entrance and the hoistway side of the entrance / exit passage, and is arranged so as to be constantly polymerized on the upper surface of the fixed floor board. A plurality of movable side floor plates, a plurality of movable ceilings and movable side walls provided on the hoistway side of the entrance / exit passage, and slidably fitted inside the fixed ceiling and the fixed side walls, respectively, the fixed floor plate, and each movable floor plate Between the fixed floor plate and each movable floor plate by a movable floor plate extension link link. Since sliding displacement is performed while expanding and contracting equally, the appearance of the getting-on / off passage can be maintained. In addition, even when the entrance / exit passage is returned to the normal position after the earthquake, the movable floor plate can be slid and returned while maintaining a uniform spacing by the movable floor plate telescopic connection link, so there is no unevenness and the appearance is good. However, there is an effect that the resetting of the good getting-on / off passage can be carried out very easily. In addition, since the pivot pin of the expansion link for the movable floor plate, the fixed floor plate, and each movable floor plate are connected by the spherical seat mechanism, there is an advantage that the sliding displacement of the movable floor plate becomes smooth.

実施の形態1.
図1は免震建物用エレベータを概念的に示す縦断面図、図2は図1の免震建物用エレベータの地震時の状況を説明する図、図3はこの発明を実施するための実施の形態1における免震建物用エレベータの可動乗場装置を示す正面図、図4は図3のA−A線に沿った断面図、図5は可動乗場装置における外面を示す側面図、図6は可動乗場装置の可動床部分を示す側面図、図7は可動乗場装置の可動床部分の短縮時の状態を示す側面図、図8は可動乗場装置の可動床部分の最長伸長時の状態を示す側面図、図9は可動乗場装置の可動床部分の短縮時の状態を示す平面図、図10は可動乗場装置の可動床部分の最長伸長時の状態を示す平面図、図11は地震時の状況を説明する図4相当図、図12は地震時の状況を説明する図5相当図である。
Embodiment 1 FIG.
FIG. 1 is a longitudinal sectional view conceptually showing an elevator for a base-isolated building, FIG. 2 is a diagram for explaining the situation at the time of the earthquake of the elevator for a base-isolated building in FIG. 1, and FIG. 3 is an embodiment for carrying out the present invention. FIG. 4 is a cross-sectional view taken along line AA in FIG. 3, FIG. 5 is a side view showing the outer surface of the movable landing device, and FIG. 6 is movable. FIG. 7 is a side view showing a state when the movable floor portion of the movable landing device is shortened, and FIG. 8 is a side view showing a state when the movable floor portion of the movable landing device is extended the longest. FIG. 9, FIG. 9 is a plan view showing a state of the movable floor portion of the movable landing device when being shortened, FIG. 10 is a plan view showing a state when the movable floor portion of the movable landing device is extended to the longest, and FIG. 4 is a diagram corresponding to FIG. 4 and FIG. 12 is a diagram corresponding to FIG.

図1〜図6において、大地1に基部建築体2が建設され、基部建築体2の上の免震装置3により免震建築体4が支持される。そして、基部建築体2及び免震建築体4に縦通した昇降路5が設けられ、昇降路5における基部建築体2の上部から免震建築体4の下部の間にわたって複数の可動昇降路枠6が互いに離れて配置される。また、基部建築体2と可動昇降路枠6の間に乗降通路7が設けられる。   1 to 6, a base building 2 is constructed on the ground 1, and a base isolation building 4 is supported by a base isolation device 3 on the base building 2. And the hoistway 5 longitudinally passed through the base building 2 and the seismic isolation building 4 is provided, and a plurality of movable hoistway frames extending from the upper part of the base building 2 to the lower part of the seismic isolation building 4 in the hoistway 5. 6 are arranged apart from each other. Further, a boarding passage 7 is provided between the base building body 2 and the movable hoistway frame 6.

そして、昇降路5に立設されて可動昇降路枠6に連結されたかご用案内レール8に昇降路5を昇降するかご9が案内され、また昇降路5に立設されて可動昇降路枠6に連結されたつり合おもり用案内レール10に昇降路5を昇降するつり合おもり11が案内される。   Then, a car 9 that raises and lowers the hoistway 5 is guided by a car guide rail 8 that is erected on the hoistway 5 and connected to the movable hoistway frame 6, and is also erecting on the hoistway 5 and moved to the movable hoistway frame. The counterweight 11 that moves up and down the hoistway 5 is guided to the counterweight guide rail 10 connected to the counter 6.

また、免震建築体4の上部に機械室12が設けられて巻上機13が設置され、それの駆動綱車に主索14が巻掛けられて一端にかご9が他端につり合おもり11が吊持される。そして、昇降路5の底面にかご9、つり合おもり11のそれぞれに対向して緩衝器15が立設される。   Moreover, the machine room 12 is provided in the upper part of the seismic isolation building 4, the hoisting machine 13 is installed, the main rope 14 is wound around the driving sheave, and the cage | basket | car 9 is counterweighted at the other end. 11 is suspended. A shock absorber 15 is erected on the bottom surface of the hoistway 5 so as to face each of the car 9 and the counterweight 11.

また、乗降通路7の一側である可動昇降路枠6側に昇降路出入口16が装備され、昇降路出入口16を開閉する乗場の戸17、昇降路出入口16の下縁部に乗場の戸17の下端を案内する敷居18が設けられる。そして、昇降路出入口16に対向した基部建築体2及び免震建築体4側に乗降通路7の他側を形成する固定側出入口19が設けられる。   Also, a hoistway entrance 16 is provided on the movable hoistway frame 6 side, which is one side of the entrance / exit passage 7, and a landing door 17 that opens and closes the hoistway entrance 16 and a landing door 17 at the lower edge of the hoistway entrance 16. A threshold 18 is provided to guide the lower end of the door. And the fixed side entrance 19 which forms the other side of the boarding passage 7 in the base building 2 and the seismic isolation building 4 side facing the hoistway entrance 16 is provided.

そして、固定側出入口19の下縁部に配置され昇降路出入口16に向かって突設された固定側床板20が設けられ、また固定側出入口19の上縁部に配置され昇降路出入口16に向かって突設された固定側天井板21が設けられる。また、固定側出入口19の側縁部に一側が鉛直軸線を介して枢着され他側は昇降路出入口16寄りに配置され、上端が固定側天井板21に空隙を形成して配置され下端は固定側床板20に空隙を形成して配置された固定側壁板23が設けられる。これにより、乗降通路7の固定床、固定側壁、固定天井が形成される。   A fixed side floor plate 20 is provided at the lower edge of the fixed side entrance 19 and protrudes toward the hoistway entrance 16, and is disposed at the upper edge of the fixed side entrance 19 toward the hoistway entrance 16. A fixed-side ceiling plate 21 is provided. Further, one side is pivotally attached to the side edge of the fixed side entrance / exit 19 via the vertical axis, the other side is arranged near the hoistway entrance / exit 16, the upper end is arranged with a gap formed in the fixed side ceiling plate 21, and the lower end is A fixed side wall plate 23 is provided in the fixed side floor plate 20 so as to form a gap. Thereby, the fixed floor, fixed side wall, and fixed ceiling of the getting-on / off passage 7 are formed.

一方、乗降通路7の可動側壁、可動天井は、次のように構成される。乗降通路7の可動側壁27及び可動天井28は、複数枚、例えば3枚の門型ステンレス板によりそれぞれ構成されている。この門型ステンレス板から成る可動側壁27及び可動天井28は、固定天井板21及び固定側壁板23の内側に摺動自在に嵌め込まれた第1の可動側壁27a及び第1の可動天井28a、この第1の可動側壁27a及び第1の可動天井28aの内側に摺動自在に嵌め込まれた第2の可動側壁27b及び第2の可動天井28b、この第2の可動側壁27b及び第2の可動天井28bの内側に摺動自在に嵌め込まれた第3の可動側壁27c及び第3の可動天井28cから構成された三層構造である。この乗降通路7の可動側壁27及び可動天井28は、地震発生時に互いに摺動自在に嵌め込まれた部分が伸縮し、図8〜図10に示すように変位する。なお、第3の可動側壁27c及び第3の可動天井28cの可動昇降路枠6側端は、鉛直軸線及び垂直軸線を介して枢着されている。   On the other hand, the movable side wall and the movable ceiling of the getting-on / off passage 7 are configured as follows. The movable side wall 27 and the movable ceiling 28 of the boarding / alighting passage 7 are each composed of a plurality of, for example, three portal stainless steel plates. The movable side wall 27 and the movable ceiling 28 made of this portal stainless steel plate are slidably fitted inside the fixed ceiling plate 21 and the fixed side wall plate 23, and the first movable side wall 27a and the first movable ceiling 28a. A second movable side wall 27b and a second movable ceiling 28b slidably fitted inside the first movable side wall 27a and the first movable ceiling 28a, and the second movable side wall 27b and the second movable ceiling. This is a three-layer structure composed of a third movable side wall 27c and a third movable ceiling 28c that are slidably fitted inside 28b. The movable side wall 27 and the movable ceiling 28 of the getting-on / off passage 7 are expanded and contracted at the portions slidably fitted to each other when an earthquake occurs, and are displaced as shown in FIGS. Note that the movable hoistway frame 6 side ends of the third movable side wall 27c and the third movable ceiling 28c are pivotally attached via a vertical axis and a vertical axis.

また、乗降通路7の固定側壁板23と各可動側壁27a〜27cの外側の上下2個所には、パンタグラフ動作機構からなる垂直方向の可動側壁用伸縮連結リンク30が設けられている。この伸縮連結リンク30の両端部は枢軸ピン30a、30bにより固定側壁板23と第3の可動側壁27cに枢支されている。この垂直方向の伸縮連結リンク30の中間部の枢軸ピン30c、30dは第1の可動側壁27a及び第2の可動側壁27bにそれぞれ枢支されており、この第1の可動側壁27a及び第2の可動側壁27bの枢支部分には枢軸ピン30c、30dが挿入される縦長の長孔31が設けられている。同様に、乗降通路7の固定天井板21と各可動天井28a〜28cの外側の左右2個所には、パンタグラフ動作機構からなる水平方向の可動天井用伸縮連結リンク32が設けられている。この水平方向の伸縮連結リンク32の両端部は枢軸ピン32a、32bにより固定天井板21と第3の可動天井28cに枢支されている。この伸縮連結リンク32の中間部の枢軸ピン32c、32dは第1の可動天井28a及び第2の可動天井27bにそれぞれ枢支されており、この第1の可動天井28a及び第2の可動天井28bの枢支部分には枢軸ピン32c、32dが挿入される縦長の長孔が設けられている。   In addition, at the upper and lower two locations outside the fixed side wall plate 23 and each of the movable side walls 27a to 27c of the getting-on / off passage 7, there are provided vertical movable side wall expansion / contraction link 30 comprising a pantograph operation mechanism. Both ends of the telescopic connection link 30 are pivotally supported by the fixed side wall plate 23 and the third movable side wall 27c by pivot pins 30a and 30b. The pivot pins 30c and 30d in the middle part of the telescopic connecting link 30 in the vertical direction are pivotally supported by the first movable side wall 27a and the second movable side wall 27b, respectively. A vertically long slot 31 into which the pivot pins 30c and 30d are inserted is provided in the pivotal portion of the movable side wall 27b. Similarly, horizontal movable ceiling expansion and contraction links 32 each including a pantograph operation mechanism are provided at the left and right two locations outside the fixed ceiling plate 21 and the movable ceilings 28a to 28c of the entrance / exit passage 7. Both ends of the horizontal expansion / contraction link 32 are pivotally supported on the fixed ceiling plate 21 and the third movable ceiling 28c by pivot pins 32a and 32b. The pivot pins 32c and 32d at the intermediate portion of the telescopic connecting link 32 are pivotally supported by the first movable ceiling 28a and the second movable ceiling 27b, respectively, and the first movable ceiling 28a and the second movable ceiling 28b. A vertically long slot into which the pivot pins 32c and 32d are inserted is provided in the pivotal support portion.

また、乗降通路7の可動床は、次のように構成される。昇降路出入口16の下縁部に配置される可動床板24は、複数枚、例えば3枚の平板状のステンレス板によりそれぞれ構成されている。この平板状のステンレス板から成る可動床24は、固定側床板20の上側に摺動自在に重合載置された第1の可動床板24a、この第1の可動床板24aの上側に摺動自在に重合載置された第2の可動床板24b、この第2の可動床板24bの上側に摺動自在に重合載置された第3の可動床板24cから構成された三層構造である。この乗降通路7の可動床板24は、地震発生時に互いに摺動自在に重合載置された部分が伸縮し、図6〜図8に示すように変位する。なお、第3の可動床板24cの可動昇降路枠6側端は、水平軸線25を介して枢着されている。また、第1〜第3の可動床板24a〜24cの固定側出入口19寄りの先端部には先端が下方に傾斜した傾斜面26が形成される。この可動床板24は、図6〜図8に示すように、固定側床板20の上面に相当の距離を持って重合しており、地震発生時に可動床板24と固定側床板20の重合距離が図7(短縮時で重合距離大)又は図8(最長伸長時で重合距離小)のように変化しても、乗降通路7の床面が確保される構成である。   Moreover, the movable floor of the boarding / alighting passage 7 is configured as follows. The movable floor plate 24 disposed at the lower edge portion of the hoistway entrance 16 is constituted by a plurality of, for example, three flat plate stainless steel plates. The movable floor 24 made of this flat plate-like stainless steel plate is slidable on the upper side of the first movable floor plate 24a, the first movable floor plate 24a placed on the fixed side floor plate 20 in a slidable manner. It has a three-layer structure composed of a second movable floor plate 24b that is superposed and a third movable floor plate 24c that is superposed and slidably placed on the upper side of the second movable floor plate 24b. The movable floor plate 24 of the getting-on / off passage 7 expands and contracts at the portion where it is slidably mounted on each other when an earthquake occurs, and is displaced as shown in FIGS. In addition, the movable hoistway frame 6 side end of the third movable floor plate 24 c is pivotally attached via a horizontal axis 25. Further, an inclined surface 26 whose tip is inclined downward is formed at the tip of the first to third movable floor plates 24a to 24c near the fixed side entrance 19. As shown in FIGS. 6 to 8, the movable floor plate 24 is overlapped with a considerable distance on the upper surface of the fixed side floor plate 20, and the overlapping distance between the movable floor plate 24 and the fixed side floor plate 20 is illustrated when an earthquake occurs. The floor surface of the getting-on / off passage 7 is ensured even if it changes as shown in FIG. 7 (the polymerization distance is large when shortened) or FIG.

また、乗降通路7の固定側床板20と各可動床板24a〜24cの外側の昇降路出入口16側寄りには、それぞれ球面座機構33を介してパンタグラフ動作機構からなる垂直方向の可動床板用伸縮連結リンク34が取り付けられている。この伸縮連結リンク34の両端部は枢軸ピン34a、34bにより固定側床板20の球面座機構と第3の可動床板24cの球面座機構にそれぞれ枢支されている。この垂直方向の伸縮連結リンク34の中間部の枢軸ピン34c、34dは第1の可動床板24aの球面座機構及び第2の可動床板24bの球面座機構にそれぞれ枢支されており、この第1の可動床板24a及び第2の可動床板24bの下部枢支部分には枢軸ピン34c、34dが挿入される枢軸受が設けられている。上記球面座機構33を設けることにより、可動床板24の摺動変位を円滑に行うことができる。   In addition, the fixed floor plate 20 of the entrance / exit passage 7 and the hoistway entrance / exit 16 side outside the movable floor plates 24a to 24c are respectively connected to the hoistway entrance / exit 16 side via a spherical seat mechanism 33, and a vertical movable floor plate telescopic connection. A link 34 is attached. Both ends of the telescopic link 34 are pivotally supported by pivot pins 34a and 34b on the spherical seat mechanism of the fixed floor plate 20 and the spherical seat mechanism of the third movable floor plate 24c, respectively. The pivot pins 34c and 34d at the intermediate portion of the vertical extension link 34 are pivotally supported by the spherical seat mechanism of the first movable floor plate 24a and the spherical seat mechanism of the second movable floor plate 24b, respectively. A pivot bearing into which pivot pins 34c and 34d are inserted is provided at the lower pivotal support portions of the movable floor plate 24a and the second movable floor plate 24b. By providing the spherical seat mechanism 33, the sliding displacement of the movable floor plate 24 can be performed smoothly.

上記のように構成された免震建物用エレベータの可動乗場装置において、常時、すなわち免震装置3に水平方向の変形がない状態では図1に示すようにかご用案内レール8、つり合おもり用案内レール10が鉛直に配置され、また複数の可動昇降路枠6は上下方向に互いに離れて鉛直線上に配置される。そして、図1に示す状態によりかご9、つり合おもり11が昇降運転される。   In the movable landing device for an elevator for a base-isolated building constructed as described above, the car guide rail 8 and the counterweight as shown in FIG. 1 at all times, that is, when the base-isolation device 3 is not deformed in the horizontal direction. The guide rail 10 is vertically arranged, and the plurality of movable hoistway frames 6 are arranged on the vertical line so as to be separated from each other in the vertical direction. Then, the car 9 and the counterweight 11 are moved up and down in the state shown in FIG.

また、常時において昇降路出入口16、固定側出入口19は相互に所定の間隔に配置され、かつそれぞれ鉛直姿勢に配置される。そして、固定側床板20の上面に第1の可動床板24aが十分な距離重合して配置され、更にその上面に第2の可動床板24b、その上面に第3の可動床板24cがそれぞれほぼ等間隔に重合載置される。また、固定天井板21の下面に第1の可動天井28aが重合して配置され、更にその下面に第2の可動天井28b、その下面に第3の可動天井28cがそれぞれほぼ等間隔に重合して配置される。また、固定側壁板23の乗降通路7内面に第1の可動側壁27aが重合して配置され、更にその下面に第2の可動側壁27b、その下面に第3の可動側壁27cがそれぞれほぼ等間隔に重合して配置される。   Further, at all times, the hoistway entrance 16 and the fixed side entrance 19 are arranged at a predetermined interval from each other and are arranged in a vertical posture. Then, the first movable floor plate 24a is arranged on the upper surface of the fixed-side floor plate 20 with a sufficient distance, the second movable floor plate 24b is disposed on the upper surface, and the third movable floor plate 24c is disposed on the upper surface at substantially equal intervals. Is placed on the surface. The first movable ceiling 28a is superposed on the lower surface of the fixed ceiling plate 21, the second movable ceiling 28b is superposed on the lower surface thereof, and the third movable ceiling 28c is superposed on the lower surface thereof at substantially equal intervals. Arranged. In addition, the first movable side wall 27a is superposed on the inner surface of the entrance / exit passage 7 of the fixed side wall plate 23, the second movable side wall 27b is arranged on the lower surface thereof, and the third movable side wall 27c is arranged on the lower surface thereof at substantially equal intervals. It is polymerized and arranged.

以上説明した構成によって、図4、図5、図6に示すように常時において、床面、壁面、天井面において隙間のない乗降通路7が形成されて、美観を呈する乗降通路7を実現することができる。そして、地震時、強風時に基部建築体2及び免震建築体4が相対変位して免震装置3に水平方向の変形が発生した場合に、図2に示すように可動昇降路枠6の配置位置においてかご用案内レール8、つり合おもり用案内レール10に弾性変形による撓みが生じる。   With the configuration described above, as shown in FIGS. 4, 5, and 6, the entrance / exit passage 7 without gaps is formed on the floor surface, wall surface, and ceiling surface at all times, thereby realizing the entrance / exit passage 7 exhibiting an aesthetic appearance. Can do. When the base building 2 and the seismic isolation building 4 are relatively displaced during an earthquake or a strong wind, and the horizontal deformation occurs in the seismic isolation device 3, the movable hoistway frame 6 is arranged as shown in FIG. In this position, the car guide rail 8 and the counterweight guide rail 10 are bent due to elastic deformation.

そして、かご用案内レール8等が撓んだときに、可動昇降路枠6によってかご用案内レール8、つり合おもり用案内レール10の水平面における相互位置が所定位置に保持される。
この状態において、基部建築体2の固定側出入口19に対して、図2に示すように複数の可動昇降路枠6が乗降通路7の通行方向に倒れる変位が発生した場合に、図12に示す状態となる。また、複数の可動昇降路枠6が乗降通路7の通行方向と直交する横方向にずれる変位が発生した場合には、図11に示す状態となる。
When the car guide rail 8 or the like is bent, the movable hoistway frame 6 holds the car guide rail 8 and the counterweight guide rail 10 in a horizontal position at a predetermined position.
In this state, when the displacement which the some movable hoistway frame 6 falls in the passage direction of the boarding passage 7 with respect to the fixed side entrance 19 of the base building 2 as shown in FIG. 2 is shown in FIG. It becomes a state. Moreover, when the displacement which the some movable hoistway frame 6 shifts to the horizontal direction orthogonal to the passage direction of the boarding / alighting passage 7 will generate | occur | produce, it will be in the state shown in FIG.

そして、固定側床板20と各可動床板24a〜24cとの相互間、固定側壁板23と各可動側壁27a〜27cとの相互間、及び固定天井板21と各可動天井28a〜28cとの相互間が、垂直方向の可動床板用伸縮連結リンク34、垂直方向の可動側壁用伸縮連結リンク30、及び水平方向の可動天井用伸縮連結リンク32を介してほぼ均等に摺動変位する。このため、可動昇降路枠6に乗降通路7の通行方向に倒れる傾斜が発生した場合でも、また可動昇降路枠6が乗降通路7の通行方向と直交する横方向にずれる変位が発生した場合でも、上記固定側床板20と各可動床板24a〜24cとの相互間、固定側壁板23と各可動側壁27a〜27cとの相互間、及び固定天井板21と各可動天井28a〜28cとの相互間がそれぞれの伸縮連結リンク34、30、32により互いに均等に伸縮しながら摺動変位するので、乗降通路7の美観を維持することができる。また、地震発生後に乗降通路7を正規位置に復帰させる場合でも、それぞれの伸縮連結リンク34、30、32により可動床板、可動側壁、可動天井を、均等間隔を維持しながら摺動変位させて復帰させることができるので、不揃いがなく、見栄えが良い乗降通路7の再設定を極めて簡単に実施することができる。   And between the fixed side floor board 20 and each movable floor board 24a-24c, between the fixed side wall board 23 and each movable side wall 27a-27c, and between the fixed ceiling board 21 and each movable ceiling 28a-28c. However, they are slid and displaced almost evenly through the vertical movable floor expansion / contraction link 34, the vertical movable side wall expansion / contraction link 30, and the horizontal movable ceiling expansion / contraction connection link 32. For this reason, even when the movable hoistway frame 6 is tilted in the direction of passage of the getting-on / off passage 7 or when the movable hoistway frame 6 is displaced in the lateral direction perpendicular to the direction of passage of the getting-on / off passage 7. The fixed floor plate 20 and the movable floor plates 24a to 24c, the fixed side wall plate 23 and the movable side walls 27a to 27c, and the fixed ceiling plate 21 and the movable ceilings 28a to 28c. Are slidably displaced while being expanded and contracted equally by the respective expansion and contraction connecting links 34, 30, and 32, so that the appearance of the entrance / exit passage 7 can be maintained. In addition, even when the entrance / exit passage 7 is returned to the normal position after the occurrence of an earthquake, the movable floor plate, the movable side wall, and the movable ceiling are slid and displaced while maintaining a uniform interval by the respective telescopic connecting links 34, 30, 32. Therefore, the resetting of the entrance / exit passage 7 with no irregularities and good appearance can be performed very easily.

免震建物用エレベータを概念的に示す縦断面図である。1 is a longitudinal sectional view conceptually showing an elevator for a base-isolated building. 図1の免震建物用エレベータの地震時の状況を説明する図である。It is a figure explaining the condition at the time of the earthquake of the elevator for base-isolated buildings of FIG. この発明の実施の形態1における免震建物用エレベータの可動乗場装置を示す正面図である。It is a front view which shows the movable landing apparatus of the elevator for seismic isolation buildings in Embodiment 1 of this invention. 図3のA−A線に沿った断面図である。It is sectional drawing along the AA line of FIG. 可動乗場装置における外面を示す側面図である。It is a side view which shows the outer surface in a movable landing apparatus. 可動乗場装置の可動床部分を示す平面図である。It is a top view which shows the movable floor part of a movable landing apparatus. 可動乗場装置の可動床部分の短縮時の状態を示す側面図である。It is a side view which shows the state at the time of shortening of the movable floor part of a movable landing apparatus. 可動乗場装置の可動床部分の最長伸長時の状態を示す側面図である。It is a side view which shows the state at the time of the longest expansion | extension of the movable floor part of a movable landing apparatus. 可動乗場装置の可動床部分の短縮時の状態を示す平面図である。It is a top view which shows the state at the time of shortening of the movable floor part of a movable landing apparatus. 可動乗場装置の可動床部分の最長伸長時の状態を示す平面図である。It is a top view which shows the state at the time of the longest expansion | extension of the movable floor part of a movable landing apparatus. 地震時の状況を説明する図4相当図である。FIG. 5 is a diagram corresponding to FIG. 4 for explaining the situation at the time of an earthquake. 地震時の状況を説明する図5相当図である。FIG. 6 is a diagram corresponding to FIG. 5 for explaining the situation at the time of an earthquake.

符号の説明Explanation of symbols

1 大地
2 基部建築体
3 免震装置
4 免震建築体
5 昇降路
6 可動昇降路枠
7 乗降通路
8 かご用案内レール
9 かご
10 つり合おもり用案内レール
11 つり合おもり
12 機械室
13 巻上機
14 主索
15 緩衝器
16 昇降路出入口
17 乗場の戸
18 敷居
19 固定側出入口
20 固定側床板
21 固定側天井板
23 固定側壁板
24 可動床板
24a〜24c 第1〜第3の可動床板
25 水平軸線
26 傾斜面
27 可動側壁
27a〜27c 第1〜第3の可動側壁
28 可動天井
28a〜28c 第1〜第3の可動天井
30 垂直方向の可動側壁用伸縮連結リンク(パンタグラフ動作機構)
30a〜30d 枢軸ピン
31 長孔
32 水平方向の可動天井用伸縮連結リンク(パンタグラフ動作機構)
32a〜32d 枢軸ピン
33 球面座機構
34 垂直方向の可動床板用伸縮連結リンク(パンタグラフ動作機構)
DESCRIPTION OF SYMBOLS 1 Earth 2 Base building 3 Seismic isolation device 4 Seismic isolation building 5 Hoistway 6 Movable hoistway frame 7 Entrance / exit passage
8 Car guide rails
9 baskets
10 Counterweight guide rails 11 Counterweights 12 Machine room
13 Hoisting machine
14 main rope 15 shock absorber 16 hoistway doorway 17 landing door 18 sill 19 fixed side doorway 20 fixed side floor plate 21 fixed side ceiling plate
23 Fixed side wall plate
24 Movable floor board
24a-24c 1st-3rd movable floor board 25 Horizontal axis 26 Inclined surface 27 Movable side wall
27a-27c 1st-3rd movable side wall
28 Movable ceiling 28a-28c 1st-3rd movable ceiling
30 Telescopic link for movable side walls in the vertical direction (pantograph operation mechanism)
30a-30d pivot pin 31 long hole 32 telescopic connecting link for horizontal movable ceiling (pantograph operation mechanism)
32a to 32d Pivot pin 33 Spherical seat mechanism 34 Telescopic connecting link for vertical movable floor plate (pantograph operation mechanism)

Claims (6)

基部建築体に免震装置を介して免震建築体が支持され、かつ基部建築体及び免震建築体に昇降路が形成され、この昇降路及び建築体の間に乗降通路が設けられ、この乗降通路の建築体側に固定出入口が設けられ、かつ乗降通路の昇降路側に可動出入口が設けられた免震建物用エレベータの乗場装置において、
前記乗降通路の建築体側にそれぞれ設けられ、固定出入口を形成する固定床板、固定天井及び固定側壁と、
前記乗降通路の昇降路側に設けられ、前記固定床板の上面に常時重合するように配設された複数の可動側床板と、
前記乗降通路の昇降路側にそれぞれ設けられ、前記固定天井及び固定側壁の内側にそれぞれ摺動可能に嵌め込まれた複数の可動天井及び可動側壁と、
前記固定床板と各可動床板の相互間に設けられ、各可動床板の相互間を均等に摺動変位させる可動床板用伸縮連結リンクと、
を備えたことを特徴とする免震建物用エレベータの可動乗場装置。
The base building is supported by a base isolation device through a base isolation device, and a hoistway is formed in the base building and the base isolation building, and a boarding passage is provided between the hoistway and the building. In the elevator apparatus for a seismic isolation building in which the fixed entrance is provided on the building side of the entrance / exit passage and the movable entrance is provided on the hoistway side of the entrance / exit passage,
A fixed floor plate, a fixed ceiling and a fixed side wall, which are respectively provided on the building side of the boarding passage and form a fixed entrance,
A plurality of movable side floor plates provided on the hoistway side of the boarding passage, and disposed so as to be constantly superposed on the upper surface of the fixed floor plate;
A plurality of movable ceilings and movable side walls, which are provided on the hoistway side of the getting-on / off passage, respectively, and are slidably fitted inside the fixed ceiling and the fixed side walls;
An elastic connecting link for a movable floor plate, which is provided between the fixed floor plate and each movable floor plate and slidably displaces between each movable floor plate;
A movable landing device for an elevator for a base-isolated building, characterized by comprising:
可動床板用伸縮連結リンクの枢軸ピンと固定床板及び各可動床板との間を、球面座機構により連結したことを特徴とする請求項1記載の免震建物用エレベータの可動乗場装置。   2. The movable landing apparatus for an elevator for a seismic isolation building according to claim 1, wherein the pivot pin of the telescopic connecting link for the movable floor plate, the fixed floor plate, and each movable floor plate are connected by a spherical seat mechanism. 基部建築体に免震装置を介して免震建築体が支持され、かつ基部建築体及び免震建築体に昇降路が形成され、この昇降路及び建築体の間に乗降通路が設けられ、この乗降通路の建築体側に固定出入口が設けられ、かつ乗降通路の昇降路側に可動出入口が設けられた免震建物用エレベータの乗場装置において、
前記乗降通路の建築体側にそれぞれ設けられ、固定出入口を形成する固定床板、固定天井及び固定側壁と、
前記乗降通路の昇降路側に設けられ、前記固定床板の上面に常時重合するように配設された複数の可動側床板と、
前記乗降通路の昇降路側にそれぞれ設けられ、前記固定天井及び固定側壁の内側にそれぞれ摺動可能に嵌め込まれた複数の可動天井及び可動側壁と、
前記固定床板と各可動床板の相互間、前記固定天井と各可動天井の相互間、及び前記固定側壁と各可動側壁の相互間にそれぞれ設けられ、各可動床板の相互間、各可動天井の相互間、及び各可動側壁の相互間を均等に摺動変位させる伸縮連結リンクと、
を備えたことを特徴とする免震建物用エレベータの可動乗場装置。
The base building is supported by a base isolation device through a base isolation device, and a hoistway is formed in the base building and the base isolation building, and a boarding passage is provided between the hoistway and the building. In the elevator apparatus for a seismic isolation building in which the fixed entrance is provided on the building side of the entrance / exit passage and the movable entrance is provided on the hoistway side of the entrance / exit passage,
A fixed floor plate, a fixed ceiling and a fixed side wall, which are respectively provided on the building side of the boarding passage and form a fixed entrance,
A plurality of movable side floor plates provided on the hoistway side of the boarding passage, and disposed so as to be constantly superposed on the upper surface of the fixed floor plate;
A plurality of movable ceilings and movable side walls, which are provided on the hoistway side of the getting-on / off passage, respectively, and are slidably fitted inside the fixed ceiling and the fixed side walls;
Provided between the fixed floor plate and each movable floor plate, between the fixed ceiling and each movable ceiling, and between the fixed side wall and each movable side wall, and between each movable floor plate and between each movable ceiling. Telescopic connecting links that evenly slide and displace between each movable side wall,
A movable landing device for an elevator for a base-isolated building, characterized by comprising:
伸縮連結リンクは、パンタグラフ動作機構からなることを特徴とする請求項3記載の免震建物用エレベータの可動乗場装置。   The movable landing apparatus for an elevator for a seismic isolation building according to claim 3, wherein the expansion and contraction link includes a pantograph operation mechanism. 伸縮連結リンクは、固定床板と各可動床板の相互間に垂直方向に1個配置し、固定天井と各可動天井の相互間に水平方向に間隔を置いて2個配置するとともに、固定側壁と各可動側壁の相互間に垂直方向に間隔を置いて2個配置したことを特徴とする請求項3又は請求項4記載の免震建物用エレベータの可動乗場装置。   One telescopic connection link is arranged between the fixed floor plate and each movable floor plate in the vertical direction, and two are arranged with a horizontal interval between the fixed ceiling and each movable ceiling. 5. The movable landing apparatus for an elevator for a seismic isolation building according to claim 3 or 2, wherein two are arranged with a space in the vertical direction between the movable side walls. 可動床板を複数枚の平板状のステンレス板による複数層構造とし、可動天井及び可動側壁を複数枚の門型ステンレス板による複数層構造としたことを特徴とする請求項3〜請求項5のいずれかに記載の免震建物用エレベータの可動乗場装置。   6. The movable floor panel according to any one of claims 3 to 5, wherein the movable floor plate has a multi-layer structure made of a plurality of flat plate-like stainless steel plates, and the movable ceiling and the movable side wall have a multi-layer structure made of a plurality of gate-type stainless steel plates. A movable landing device for an elevator for a seismic isolation building according to claim 1.
JP2004117684A 2004-04-13 2004-04-13 Movable landing device for elevator for base isolation building Pending JP2005298150A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004117684A JP2005298150A (en) 2004-04-13 2004-04-13 Movable landing device for elevator for base isolation building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004117684A JP2005298150A (en) 2004-04-13 2004-04-13 Movable landing device for elevator for base isolation building

Publications (1)

Publication Number Publication Date
JP2005298150A true JP2005298150A (en) 2005-10-27

Family

ID=35330164

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004117684A Pending JP2005298150A (en) 2004-04-13 2004-04-13 Movable landing device for elevator for base isolation building

Country Status (1)

Country Link
JP (1) JP2005298150A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN118292567A (en) * 2024-04-11 2024-07-05 中国建筑西南设计研究院有限公司 Lifting type elevator structure of shock insulation building

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0978706A (en) * 1995-09-11 1997-03-25 Doei Gaiso Kk Extensible panel
JPH1181497A (en) * 1997-09-03 1999-03-26 Doei Gaiso Kk Floor joint device
JPH11171429A (en) * 1997-12-12 1999-06-29 Mitsubishi Electric Corp Seismic isolation building elevator equipment
JP2000064438A (en) * 1998-08-21 2000-02-29 Doei Gaiso Kk Expandable wall
JP2002317491A (en) * 2001-04-19 2002-10-31 Dooei Gaiso Kk Expandable wall
JP2002348971A (en) * 2001-05-24 2002-12-04 Dooei Gaiso Kk Joint device for wall
JP2003074127A (en) * 2001-09-03 2003-03-12 Dooei Gaiso Kk Floor joint device
JP2004011385A (en) * 2002-06-11 2004-01-15 Dooei Gaiso Kk Floor joint device for connecting corridor
JP2004099184A (en) * 2002-09-04 2004-04-02 Mitsubishi Electric Corp Elevator platform for seismic isolation building

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0978706A (en) * 1995-09-11 1997-03-25 Doei Gaiso Kk Extensible panel
JPH1181497A (en) * 1997-09-03 1999-03-26 Doei Gaiso Kk Floor joint device
JPH11171429A (en) * 1997-12-12 1999-06-29 Mitsubishi Electric Corp Seismic isolation building elevator equipment
JP2000064438A (en) * 1998-08-21 2000-02-29 Doei Gaiso Kk Expandable wall
JP2002317491A (en) * 2001-04-19 2002-10-31 Dooei Gaiso Kk Expandable wall
JP2002348971A (en) * 2001-05-24 2002-12-04 Dooei Gaiso Kk Joint device for wall
JP2003074127A (en) * 2001-09-03 2003-03-12 Dooei Gaiso Kk Floor joint device
JP2004011385A (en) * 2002-06-11 2004-01-15 Dooei Gaiso Kk Floor joint device for connecting corridor
JP2004099184A (en) * 2002-09-04 2004-04-02 Mitsubishi Electric Corp Elevator platform for seismic isolation building

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN118292567A (en) * 2024-04-11 2024-07-05 中国建筑西南设计研究院有限公司 Lifting type elevator structure of shock insulation building
CN118292567B (en) * 2024-04-11 2025-04-18 中国建筑西南设计研究院有限公司 A lifting elevator structure for seismic isolation building

Similar Documents

Publication Publication Date Title
US6557306B1 (en) Elevator apparatus for use in a building having a seismic isolation building portion and a non-seismic isolation building portion
JP4351110B2 (en) Movable landing equipment for elevators for base-isolated buildings
JP4249058B2 (en) Movable landing equipment for elevators for base-isolated buildings
JP2005298150A (en) Movable landing device for elevator for base isolation building
JP4391872B2 (en) Elevator device for seismic isolation building
JP2017178541A (en) Passenger conveyor
JP4481068B2 (en) Movable landing equipment for elevators for base-isolated buildings
JP4425689B2 (en) Elevator device for seismic isolation building
JP4566623B2 (en) Movable landing equipment for elevators for base-isolated buildings
JP7099630B2 (en) Elevator landing system
JP4456904B2 (en) Elevator device for seismic isolation building
JP4619687B2 (en) Movable landing equipment for elevators for base-isolated buildings
JP2011144007A (en) Door device of elevator
JP2852226B2 (en) Elevator equipment
JP4606933B2 (en) Elevator landing equipment for seismic isolation buildings
JP4481071B2 (en) Elevator device for seismic isolation building
JP2004099184A (en) Elevator platform for seismic isolation building
JP4481199B2 (en) Elevator equipment for seismic isolation buildings
JP3809139B2 (en) Base device for elevators for seismic isolation buildings
JP4293855B2 (en) Elevator car
JP2006315851A (en) Elevator landing device for base-isolated building
JP3884701B2 (en) Base device for elevator for seismic isolation building
JP2006240786A (en) Hall device for elevator of base isolated building
JP4651369B2 (en) Elevator equipment
JP4401982B2 (en) Movable landing equipment for seismically isolated building elevators

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20061109

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20090714

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20090721

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20090803

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20100316

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20100713