JP3884701B2 - Base device for elevator for seismic isolation building - Google Patents

Base device for elevator for seismic isolation building Download PDF

Info

Publication number
JP3884701B2
JP3884701B2 JP2002346701A JP2002346701A JP3884701B2 JP 3884701 B2 JP3884701 B2 JP 3884701B2 JP 2002346701 A JP2002346701 A JP 2002346701A JP 2002346701 A JP2002346701 A JP 2002346701A JP 3884701 B2 JP3884701 B2 JP 3884701B2
Authority
JP
Japan
Prior art keywords
base
hoistway
entrance
side wall
wall plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP2002346701A
Other languages
Japanese (ja)
Other versions
JP2004175550A (en
Inventor
正樹 伊藤
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 JP2002346701A priority Critical patent/JP3884701B2/en
Publication of JP2004175550A publication Critical patent/JP2004175550A/en
Application granted granted Critical
Publication of JP3884701B2 publication Critical patent/JP3884701B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

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

Description

【0001】
【発明の属する技術分野】
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て免震建築体に設けられた昇降路が基部建築体に対向して配置され、基部建築体及び昇降路の間に乗降通路が設けられた免震建物用エレベーターの乗場装置に関する。
【0002】
【従来の技術】
従来の免震建物用エレベーター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て、基部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乗降通路の他側を形成する基部出入口が配置される。
【0003】
また、乗降通路は複数個のロ字状をなす角筒体がテレスコピック−パイプ状に組立てられ、内面によって床、側面、天井が形成されて伸縮自在に構成される。そして、テレスコピック−パイプ形態の一側が基部出入口に、他側が昇降路出入口に接続されて、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乗降通路が対応する。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、また伸縮するような構成にしている。(例えば、特許文献1参照)。
【0004】
【特許文献1】
特開平11−171429号公報(実施の形態5、図26〜図30)
【0005】
【発明が解決しようとする課題】
免震建物用エレベーターにおいて、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と昇降路の昇降路出入口の両者が前後、左右また傾斜する方向に相対変位する。しかし、従来の免震建物用エレベーターの乗場装置では、乗降通路がテレスコピック−パイプ形態に組立てられた複数個のロ字状角筒体によって構成される。この構成において上記両者が出入口の間口方向に相対変位した場合に、上記両者の一方と、その一方の側縁部に対向した角筒体との間に空隙が発生するという問題点があった。
【0006】
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と昇降路の昇降路出入口の両者の間口方向の相対変位時に、上記両者の間に設けられた乗降通路が上記両者の相対変位に追随して対応する免震建物用エレベーターの乗場装置を得ることを目的とする。
【0007】
【課題を解決するための手段】
この発明に係る免震建物用エレベーターの乗場装置においては、基部建築体に免震装置を介して支持された免震建築体、この免震建築体に設けられて基部建築体に対向して配置された昇降路と、基部建築体及び昇降路の間に設けられた乗降通路と、昇降路に設けられて乗降通路の一側を形成した昇降路出入口と、基部建築体に設けられて乗降通路の他側を形成した基部出入口と、一側が昇降路出入口側縁部に鉛直軸線を介して枢着され、他側が基部出入口に向かって突設された昇降路側壁板と、一側が基部出入口の側縁部に鉛直軸線を介して枢着され、他側が昇降路出入口に向かって突設されて昇降路側壁板の他側に重合する基部側壁板と、両側壁板の裏面に設けられ、両側壁板の乗降通路の通行方向における相対的な変位を可能な状態に、また、両側壁板の乗降通路の間口方向における相対的な変位を拘束する状態に係合する係合機構と、昇降路側壁板の一側の端面に設けられ、その外面が、水平横断面において、昇降路側壁板の一側を枢着する鉛直軸線を中心とした円弧形に形成され、昇降路出入口の側縁部に対面し且つ近接する昇降路側の枢着側縁部と、基部側壁板の一側の端面に設けられ、その外面が、水平横断面において、基部側壁板の一側を枢着する鉛直軸線を中心とした円弧形に形成され、基部出入口の側縁部に対面し且つ近接する基部建築体側の枢着側縁部とが設けられる。
【0008】
【発明の実施の形態】
実施の形態1.
図1〜図4は、この発明の実施の形態の一例を示す図で、図1は縦断側面図、図2は図1の要部横断平面図、図3は図2のA部拡大図、図4は図3の壁板の回動状況を示す図である。図において、大地(図示しない)に基部建築体1が建設され、基部建築体1の上の免震装置(図示しない)によって免震建築体(図示しない)が支持される。
【0009】
そして、免震建築体から基部建築体1及び免震建築体に対応する昇降路2が設けられて、図示が省略してあるがエレベーターのかご、つり合おもりが昇降路2を昇降する。また、基部建築体1に基部出入口3が設けられ、昇降路2には昇降路出入口4が設けられる。そして、昇降路出入口4に昇降路出入口4を開閉する乗場の戸5、昇降路出入口4の下縁部に乗場の戸5の下端を案内する敷居6が設けられる。
【0010】
また、基部出入口3と昇降路出入口4の間に乗降通路7が設けられて、次に述べるように構成される。すなわち、基部出入口3の下縁部に配置されて昇降路出入口4に向かって突設された基部側床板8が設けられ、また基部出入口3の上縁部に配置されて昇降路出入口4に向かって突設された基部側天井板9が設けられる。
【0011】
また、基部出入口3の側縁部に基部側壁板11が設けられ、一側が鉛直軸線10を介して枢着されて他側は昇降路出入口4寄りに配置されて、乗降通路7の基部出入口3側の壁面を形成する。そして、基部側壁板11の枢着側の端面には、板材が屈曲されて構成され水平横断面において、鉛直軸線10を中心とした円弧形に形成されて基部出入口3の側縁部に対面しかつ近接して設けられた枢着側縁部12が設けられる。
【0012】
そして、昇降路出入口4の下縁部に昇降路側床板13が配置されて、一側が水平軸線14を介して枢着され、他側は基部出入口3寄りに配置されて基部側床板8の上面に重合し、先端部に先端が下方に傾斜した傾斜面15が形成される。また、昇降路出入口4の上縁部に昇降路側天井板16が配置されて、一側が水平軸線17を介して枢着され、他側は基部出入口3寄りに配置されて基部側天井板9の下面に重合し、先端部に先端が上方に傾斜した傾斜面18が形成される。
【0013】
また、昇降路側壁板19が設けられて昇降路出入口4の側縁部に一側が鉛直軸線20を介して枢着されて他側は基部出入口3に向かって突設され、基部側壁板11に重合し、乗降通路7の昇降路出入口4側の壁面を形成する。また、昇降路側壁板19の先端部に先端が基部側壁体11面に接近する方向に傾斜した傾斜面21が形成される。
【0014】
そして、昇降路側壁板19の枢着側の端面には、板材が屈曲されて構成され水平横断面において、鉛直軸線20を中心とした円弧形に形成されて基部出入口3の側縁部に対面しかつ近接して設けられた枢着側縁部22が設けられる。なお、昇降路側天井板16は昇降路側壁板19の上縁部によって支持される。
【0015】
また、基部側壁板11及び昇降路側壁板19の双方の裏面に、上記双方を相対的に乗降通路7の通行方向に沿う方向に変位可能に係合する係合機構23が設けられる。この係合機構23は基部側壁板11の裏面に設けられてこの裏面に沿う方向に長手が配置された係合溝24を有する係合体25及び昇降路側壁板19の裏面に設けられて係合体25の係合溝24に対して乗降通路7の間口方向に少ない空隙を形成して嵌合された係合腕26によって構成される。
【0016】
上記のように構成された免震建物用エレベーターの乗場装置において、常時、すなわち免震装置に水平方向の変形がない状態ではかご用案内レール、つり合おもり用案内レールが鉛直に配置されてかご、つり合おもりが昇降運転される。また、常時において図1に示すように基部出入口3、昇降路出入口4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。
【0017】
そして、基部側床板8の上に昇降路側床板13が重合して配置され、また基部側天井板9の下に昇降路側天井板16が重合して配置される。また、基部側壁板11における乗降通路7の内面に昇降路側壁板19が重合して配置され、基部側壁板11及び昇降路側壁板19の双方が係合機構23によって乗降通路7の通行方向には変位可能に、また乗降通路7の間口方向には変位が拘束された状態に係合される。
【0018】
また、基部側壁板11の枢着側縁部12及び昇降路側壁板19の枢着側縁部22は水平横断面において、それぞれの枢着軸線を中心とした円弧形に形成されそれぞれ対応した出入口の側縁部に対面しかつ近接して設けられる。以上説明した構成によって、基部出入口3、昇降路出入口4の間に常時において、図1〜図3に示すように、余計な隙間のない床面、壁面、天井面を有する乗降通路7が形成される。
【0019】
そして、地震時、強風時に免震装置に水平方向の変形が発生し、基部建築体1及び免震建築体が相対変位した場合に、基部建築体1すなわち基部出入口3と、昇降路出入口4すなわち昇降路2との間に相対変位が発生する。このときには、乗降通路7を構成した基部側床板8と昇降路側床板13等の互いに対応した乗降通路7の構成部材が相対変位して、基部建築体1と昇降路2の相対変位に対応する。
【0020】
そして、地震時等であって基部出入口3と昇降路2の双者の間に間口方向の相対変位が発生した場合に、例えば基部側壁板11が基部出入口3の側縁部に対して、図3に示す状態から図4に示す状態に変位する過程及び図4に示す状態に変位したときに、基部側壁板11の枢着側縁部12外面が鉛直軸線10を中心とした円弧に形成されているため、基部出入口3の側縁部と枢着側縁部12との間の隙間が拡大しない。
【0021】
このため、地震時等において上記双者の間口方向の相対変位時に、上記双者の間に設けられた乗降通路7が上記双者の相対変位に追随し、出入口の側縁部に対して余計な隙間を生じることなく対応する。したがって、地震時等に上記双者の相対変位によって乗降通路7の構成部材間において隙間が広がることのために、異物が挟み込まれる不具合の発生を未然に防止することができる。
【0022】
【発明の効果】
この発明は以上説明したように、基部建築体に免震装置を介して支持された免震建築体、この免震建築体に設けられて基部建築体に対向して配置された昇降路と、基部建築体及び昇降路の間に設けられた乗降通路と、昇降路に設けられて乗降通路の一側を形成した昇降路出入口と、基部建築体に設けられて乗降通路の他側を形成した基部出入口と、一側が昇降路出入口側縁部に鉛直軸線を介して枢着され、他側が基部出入口に向かって突設された昇降路側壁板と、一側が基部出入口の側縁部に鉛直軸線を介して枢着され、他側が昇降路出入口に向かって突設されて昇降路側壁板の他側に重合する基部側壁板と、両側壁板の裏面に設けられ、両側壁板の乗降通路の通行方向における相対的な変位を可能な状態に、また、両側壁板の乗降通路の間口方向における相対的な変位を拘束する状態に係合する係合機構と、昇降路側壁板の一側の端面に設けられ、その外面が、水平横断面において、昇降路側壁板の一側を枢着する鉛直軸線を中心とした円弧形に形成され、昇降路出入口の側縁部に対面し且つ近接する昇降路側の枢着側縁部と、基部側壁板の一側の端面に設けられ、その外面が、水平横断面において、基部側壁板の一側を枢着する鉛直軸線を中心とした円弧形に形成され、基部出入口の側縁部に対面し且つ近接する基部建築体側の枢着側縁部とを設けたものである。
【0023】
これによって、常時は基部出入口、昇降路出入口が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て基部側床板に昇降路側床板が重合し、基部側天井板に昇降路側天井板が重合し、基部側壁板に昇降路側壁板が重合して配置される。そして、基部出入口、昇降路出入口の間に常時において余計な隙間のない床面、壁面、天井面を有する乗降通路が形成される。そして、地震時、強風時に免震装置に水平方向の変形が発生し、基部建築体及び免震建築体が相対変位した場合に、基部建築体すなわち基部出入口と昇降路出入口すなわち昇降路との双者の間に相対変位が発生する。このときには、乗降通路を構成した基部側床板と昇降路側床板等の互いに対応した乗降通路の構成部材が相対変位して、上記双者の相対変位に対応する。また、基部側壁板等の壁板における枢着側縁部外面が鉛直軸線を中心とした円弧に形成されているので、出入口の側縁部に対して壁板が回動変位したときに、出入口の側縁部と枢着側縁部との間の隙間が拡大しない。したがって、地震時等に上記双者の相対変位によって乗降通路の構成部材間において隙間が広がることのために、異物が挟み込まれる不具合の発生を未然に防止する効果がある。
【図面の簡単な説明】
【図1】 この発明の実施の形態1を示す縦断側面図。
【図2】 図1の要部横断平面図。
【図3】 図2のA部拡大図。
【図4】 図3の壁板の回動状況を示す図。
【符号の説明】
1 基部建築体、2 昇降路、3 基部出入口、4 昇降路出入口、7 乗降通路、10 鉛直軸線、11 基部側壁板(壁板)、12 枢着側縁部、19昇降路側壁板(壁板)、20 鉛直軸線、22 枢着側縁部。
[0001]
BACKGROUND OF THE INVENTION
In this invention, the hoistway provided in the base-isolated building with the base-isolated building supported by the base-isolating device via the seismic isolation device is arranged to face the base building, and the base building and hoistway The present invention relates to a platform device for an elevator for a base-isolated building in which a boarding passage is provided.
[0002]
[Prior art]
In a conventional base station for base-isolated building elevators, a base-isolated building supported by the base building via a base-isolating device and a base-isolated building formed in a fitted state. A hoistway is provided, and an entrance / exit passage is disposed between the base building body and the hoistway. That is, a hoistway entrance / exit which is provided in the hoistway and forms one side of the entrance / exit passage is arranged, and a base entrance / exit which is provided in the base building and is arranged to face the hoistway entrance / exit and forms the other side of the entrance / exit passage Is placed.
[0003]
The entrance / exit passage is constructed of a plurality of square-shaped rectangular tubes that are assembled in a telescopic-pipe shape, and a floor, a side surface, and a ceiling are formed by the inner surface, and is configured to be stretchable. And, one side of the telescopic-pipe form is connected to the base entrance and the other side is connected to the hoistway entrance, and the entrance and exit passages correspond to changes in the distance between the base building and the hoistway during earthquakes and strong winds. . With such a configuration, when the both are relatively displaced in the horizontal direction at the time of an earthquake or the like, the entrance / exit passage is displaced or expanded / contracted. (For example, refer to Patent Document 1).
[0004]
[Patent Document 1]
JP 11-171429 A (Embodiment 5, FIGS. 26 to 30)
[0005]
[Problems to be solved by the invention]
In an elevator for a base-isolated building, when relative displacement occurs between the base building and the hoistway during an earthquake, etc., both the base doorway of the base building and the hoistway doorway of the hoistway are tilted forward, backward, left, and right. Relative displacement in the direction of However, in a conventional elevator landing device for a base-isolated building, the entrance / exit passage is constituted by a plurality of square-shaped rectangular cylinders assembled in a telescopic-pipe form. In this configuration, when the two are relatively displaced in the entrance-and-exit direction, there is a problem in that a gap is generated between one of the two and the square cylinder facing the one side edge.
[0006]
The present invention has been made in order to eliminate such problems, and the boarding / alighting provided between the base building and the hoistway shaft at the time of relative displacement in the frontage direction of both the basement doorway and the hoistway doorway of the hoistway. It is an object of the present invention to obtain a landing device for an elevator for a base-isolated building in which a passage follows the relative displacement between the two.
[0007]
[Means for Solving the Problems]
In the elevator landing apparatus for seismic isolation building according to the present invention, a seismic isolation building body that is supported via a vibration isolating apparatus to the base construction material, to face the base building material is provided on the seismic isolation building body The installed hoistway, the boarding passage between the base building and the hoistway, the hoistway entrance / exit that is provided in the hoistway and forms one side of the boarding passage, and the boarding / exiting that is provided in the base building and the other side the formed base entrance passageway, one side is pivotally mounted via a vertical axis to the side edges of the hoistway doorway, and hoistway side walls other side projecting towards the base entrance, one side base A base side wall plate that is pivotally attached to the side edge of the entrance / exit via a vertical axis and the other side protrudes toward the hoistway entrance / exit and overlaps with the other side of the hoistway side wall plate, and is provided on the back surfaces of both side wall plates. The relative displacement in the direction of passage of the entrance / exit passages on both side wall plates And an engagement mechanism that engages in a state of restraining relative displacement of the both side wall plates in the entrance direction of the entrance / exit passage, and an end surface on one side of the hoistway side wall plate, the outer surface of which is a horizontal cross section A pivoting side edge on the side of the hoistway facing and close to the side edge of the hoistway entrance and exit, formed in an arc shape centered on a vertical axis pivoting one side of the hoistway side wall plate, and a base Provided on one end face of the side wall plate, and its outer surface is formed in an arc shape centering on the vertical axis pivoting on one side of the base side wall plate in the horizontal cross section, and on the side edge of the base entrance / exit A pivoting side edge on the base building side that faces and is close to each other is provided.
[0008]
DETAILED DESCRIPTION OF THE INVENTION
Embodiment 1 FIG.
1-4 is a figure which shows an example of embodiment of this invention, FIG. 1 is a vertical side view, FIG. 2 is a principal part cross-sectional plan view of FIG. 1, FIG. 3 is the A section enlarged view of FIG. FIG. 4 is a view showing a turning state of the wall plate of FIG. In the figure, a base building 1 is constructed on the ground (not shown), and a base isolation structure (not shown) is supported by a base isolation device (not shown) on the base building 1.
[0009]
And the hoistway 2 corresponding to the base building 1 and the seismic isolation building is provided from the seismic isolation building, and although the illustration is omitted, the elevator car and the counterweight move up and down the hoistway 2. Further, the base building 1 is provided with a base entrance 3 and the hoistway 2 is provided with a hoistway entrance 4. A landing door 5 that opens and closes the hoistway entrance 4 is provided at the hoistway entrance 4, and a threshold 6 that guides the lower end of the landing door 5 is provided at the lower edge of the hoistway entrance 4.
[0010]
Further, a boarding passage 7 is provided between the base entrance 3 and the hoistway entrance 4 and is configured as described below. That is, a base side floor plate 8 is provided at the lower edge of the base entrance 3 and protrudes toward the hoistway entrance 4, and is disposed at the upper edge of the base entrance 3 toward the hoistway entrance 4. A base-side ceiling board 9 is provided.
[0011]
Further, a base side wall plate 11 is provided at a side edge of the base entrance / exit 3, one side is pivotally attached via a vertical axis 10, and the other side is disposed near the hoistway entrance / exit 4, and the base entrance / exit 3 of the entrance / exit passage 7 is provided. A side wall is formed. The end wall on the pivot side of the base side wall plate 11 is formed by bending a plate material and is formed in an arc shape centering on the vertical axis 10 in the horizontal cross section and faces the side edge of the base entrance 3. However, a pivoting side edge portion 12 provided in close proximity is provided.
[0012]
And the hoistway side floor board 13 is arrange | positioned in the lower edge part of the hoistway entrance / exit 4, the one side is pivoted via the horizontal axis line 14, and the other side is arrange | positioned near the base entrance / exit 3 on the upper surface of the base side floor board 8. As a result of the polymerization, an inclined surface 15 whose tip is inclined downward is formed at the tip. Further, a hoistway side ceiling plate 16 is arranged at the upper edge of the hoistway entrance 4, one side is pivotally attached via a horizontal axis 17, and the other side is arranged closer to the base entrance 3, so that the base side ceiling plate 9 Overlapping on the lower surface, an inclined surface 18 with the tip inclined upward is formed at the tip.
[0013]
Further, a hoistway side wall plate 19 is provided, and one side is pivotally attached to the side edge of the hoistway doorway 4 via the vertical axis 20, and the other side is projected toward the base doorway 3. It superposes and forms the wall surface by the side of the hoistway entrance / exit 4 of the getting-on / off passage 7. Further, an inclined surface 21 whose tip is inclined in a direction approaching the surface of the base side wall body 11 is formed at the tip of the hoistway side wall plate 19.
[0014]
Further, the end surface on the pivot side of the hoistway side wall plate 19 is formed by bending a plate material, and is formed in an arc shape centering on the vertical axis 20 in the horizontal cross section, at the side edge of the base entrance 3. A pivoting side edge 22 is provided which faces and is in close proximity. The hoistway side ceiling plate 16 is supported by the upper edge portion of the hoistway side wall plate 19.
[0015]
Further, on both back surfaces of the base side wall plate 11 and the hoistway side wall plate 19, an engagement mechanism 23 that engages both of them in a direction along the direction of passage of the passenger passage 7 is provided. The engagement mechanism 23 is provided on the back surface of the base side wall plate 11 and is provided on the back surface of the hoistway side wall plate 19 and the engagement body 25 having the engagement groove 24 whose longitudinal direction is disposed along the back surface. The engagement arm 26 is formed by fitting a small gap in the opening direction of the entrance / exit passage 7 with respect to the 25 engagement grooves 24.
[0016]
In the elevator base device for a base-isolated building constructed as described above, the car guide rails and the counterweight guide rails are arranged vertically at all times, that is, when the base isolation device is not deformed in the horizontal direction. The counterweight is moved up and down. In addition, as shown in FIG. 1, the base entrance 3 and the hoistway entrance 4 are always arranged at a predetermined distance from each other and arranged in a vertical posture.
[0017]
The hoistway side floor board 13 is superposed on the base side floor board 8 and the hoistway side ceiling board 16 is superposed on the base side ceiling board 9. Further, the hoistway side wall plate 19 is arranged on the inner surface of the boarding passage 7 in the base side wall plate 11, and both the base side wall plate 11 and the hoistway side wall plate 19 are moved in the direction of passage of the boarding passage 7 by the engagement mechanism 23. Is engaged in a displaceable manner and in a state in which the displacement is restricted in the entrance direction of the entrance / exit passage 7.
[0018]
Further, the pivot side edge 12 of the base side wall plate 11 and the pivot side edge 22 of the hoistway side wall plate 19 are formed in an arc shape centering on the respective pivot axis in the horizontal cross section and correspond to each other. It is provided facing and adjacent to the side edge of the entrance / exit. With the above-described configuration, the entrance / exit passage 7 having a floor surface, a wall surface, and a ceiling surface without an extra gap is formed between the base entrance 3 and the hoistway entrance 4 at all times as shown in FIGS. The
[0019]
And when an earthquake and a strong wind generate | occur | produce a horizontal direction deformation | transformation at the time of a strong wind, and the base building 1 and a base isolation building are displaced relatively, the base building 1, ie, the base doorway 3, and the hoistway doorway 4, ie, A relative displacement occurs between the hoistway 2 and the hoistway 2. At this time, the corresponding members of the boarding passage 7 such as the base side floor board 8 and the hoistway side floor board 13 constituting the boarding passage 7 are relatively displaced, and correspond to the relative displacement of the base building 1 and the hoistway 2.
[0020]
When a relative displacement in the frontage direction occurs between the base entrance 3 and the hoistway 2 at the time of an earthquake or the like, for example, the base side wall plate 11 is illustrated with respect to the side edge of the base entrance 3. 4 and the outer surface of the pivot side edge 12 of the base side wall plate 11 is formed in an arc centered on the vertical axis 10 when displaced from the state shown in FIG. 3 to the state shown in FIG. Therefore, the gap between the side edge of the base entrance 3 and the pivoting side edge 12 does not expand.
[0021]
For this reason, at the time of relative displacement in the frontage direction of the two persons at the time of an earthquake or the like, the entrance / exit passage 7 provided between the two persons follows the relative displacement of the two persons, and is extraneous to the side edge of the entrance / exit. Without any gaps. Therefore, since a gap is widened between the constituent members of the entrance / exit passage 7 due to the relative displacement of the two persons at the time of an earthquake or the like, it is possible to prevent occurrence of a problem that foreign matter is caught.
[0022]
【The invention's effect】
As the invention has been described above, the seismic isolation building body that is supported via a vibration isolating apparatus to the base architecture body, a hoistway this seismic isolation building body disposed facing the base construction material provided A boarding passage provided between the base building and the hoistway, a hoistway doorway formed on the hoistway and forming one side of the boarding passage, and the other side of the boarding passage formed on the base building The base entrance / exit, one side pivoted to the side edge of the hoistway entrance / exit via a vertical axis , the other side projecting toward the base entrance / exit , and one side to the side entrance of the base entrance / exit A base side wall plate that is pivotally attached via a vertical axis, the other side projects toward the hoistway entrance and exits and overlaps with the other side of the hoistway side wall plate, and is provided on the back surface of both side wall plates. Enables relative displacement in the passage direction of the passage, and the entrance / exit passages on both side wall plates An engagement mechanism that engages in a state that restrains relative displacement in the frontage direction, and an end surface on one side of the hoistway side wall plate, and an outer surface thereof is connected to one side of the hoistway side wall plate in a horizontal cross section. It is formed in an arc shape centering on the pivoting vertical axis, and is provided on the pivoting side edge on the side of the hoistway facing and adjacent to the side edge of the hoistway entrance and on one end face of the base side wall plate. In the horizontal cross section, the outer surface is formed in an arc shape centering on the vertical axis that pivots on one side of the base side wall plate, and faces the side edge of the base doorway and is close to the base building side pivot. A wear side edge is provided.
[0023]
As a result, the base entrance / exit and the hoistway entrance / exit are normally arranged at a predetermined distance from each other, and are arranged in a vertical posture so that the hoistway side floor board is superposed on the base side floor board, and the hoistway side ceiling board is placed on the base side ceiling board. The hoistway side wall plate is superposed and disposed on the base side wall plate. And the entrance / exit passage which has a floor surface, a wall surface, and a ceiling surface without an excessive clearance gap at any time between a base entrance / exit and a hoistway entrance / exit is formed. In the event of an earthquake or strong wind, horizontal deformation occurs in the seismic isolation device, and when the base building and seismic isolation building are relatively displaced, the base building, that is, the base entrance and the hoistway entrance, that is, the hoistway A relative displacement occurs between persons. At this time, the corresponding members of the entrance / exit passages such as the base side floor board and the hoistway side floor board constituting the entrance / exit passages are relatively displaced to correspond to the relative displacement of the two persons. Further, since the outer surface of the pivoting side edge of the wall plate such as the base side wall plate is formed in an arc centered on the vertical axis, when the wall plate is rotationally displaced with respect to the side edge of the doorway, the doorway The gap between the side edge and the pivot side edge does not expand. Accordingly, the gap between the constituent members of the entrance / exit passage is widened due to the relative displacement of the two persons at the time of an earthquake or the like, so that it is possible to prevent the occurrence of a problem that foreign matter is caught.
[Brief description of the drawings]
FIG. 1 is a longitudinal side view showing a first embodiment of the present invention.
FIG. 2 is a cross-sectional plan view of the main part of FIG.
FIG. 3 is an enlarged view of a part A in FIG. 2;
4 is a view showing a state of rotation of the wall plate in FIG. 3;
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Base building body, 2 hoistway, 3 base doorway, 4 hoistway doorway, 7 boarding / alighting passage, 10 vertical axis, 11 base side wall board (wall board), 12 pivoting side edge, 19 hoistway side wall board (wall board) ), 20 vertical axis, 22 pivoting side edge.

Claims (1)

基部建築体に免震装置を介して支持された免震建築体
この免震建築体に設けられて上記基部建築体に対向して配置された昇降路と、
上記基部建築体及び上記昇降路の間に設けられた乗降通路と、
上記昇降路に設けられて上記乗降通路の一側を形成した昇降路出入口と、
上記基部建築体に設けられて上記乗降通路の他側を形成した基部出入口と、
一側が上記昇降路出入口側縁部に鉛直軸線を介して枢着され、他側が上記基部出入口に向かって突設された昇降路側壁板と、
一側が上記基部出入口の側縁部に鉛直軸線を介して枢着され、他側が上記昇降路出入口に向かって突設されて上記昇降路側壁板の他側に重合する基部側壁板と、
上記両側壁板の裏面に設けられ、上記両側壁板の上記乗降通路の通行方向における相対的な変位を可能な状態に、また、上記両側壁板の上記乗降通路の間口方向における相対的な変位を拘束する状態に係合する係合機構と、
上記昇降路側壁板の一側の端面に設けられ、その外面が、水平横断面において、上記昇降路側壁板の一側を枢着する上記鉛直軸線を中心とした円弧形に形成され、上記昇降路出入口の側縁部に対面し且つ近接する上記昇降路側の枢着側縁部と、
上記基部側壁板の一側の端面に設けられ、その外面が、水平横断面において、上記基部側壁板の一側を枢着する上記鉛直軸線を中心とした円弧形に形成され、上記基部出入口の側縁部に対面し且つ近接する上記基部建築体側の枢着側縁部と、
を備えたことを特徴とする免震建物用エレベーターの乗場装置。
A seismic isolation building body that is supported via a vibration isolating apparatus to the base construction material,
A hoistway provided in this seismically isolated building and disposed opposite to the base building;
A passenger passage provided between the base construction material and the hoistway,
A hoistway entrance that is provided in the hoistway and forms one side of the boarding passage;
A base entrance that is provided in the base building and forms the other side of the boarding passage;
A hoistway side wall plate having one side pivoted to a side edge of the hoistway entrance through a vertical axis , and the other side projecting toward the base entrance ,
A base side wall plate having one side pivoted to a side edge of the base entrance / exit via a vertical axis, and the other side projecting toward the hoistway entrance / exit and overlapping the other side of the hoistway side wall plate;
Provided on the back surface of the both side wall plates so that relative displacement of the both side wall plates in the direction of passage of the getting-on / off passage is possible, and relative displacement of the both side wall plates in the entrance direction of the getting-on / off passage An engagement mechanism that engages in a state of restraining;
Provided on one end face of the hoistway side wall plate, and its outer surface is formed in an arc shape centering on the vertical axis that pivots on one side of the hoistway side wall plate in a horizontal cross section, The pivoting side edge on the hoistway side facing and adjacent to the side edge of the hoistway entrance and exit;
The base side wall plate is provided on one end face of the base side wall plate, and an outer surface thereof is formed in an arc shape centering on the vertical axis pivoting on one side of the base side wall plate in a horizontal cross section, and the base entrance / exit A pivoting side edge on the base building side facing and adjacent to the side edge of
A base device for elevators for base-isolated buildings , characterized by comprising:
JP2002346701A 2002-11-29 2002-11-29 Base device for elevator for seismic isolation building Expired - Fee Related JP3884701B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002346701A JP3884701B2 (en) 2002-11-29 2002-11-29 Base device for elevator for seismic isolation building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002346701A JP3884701B2 (en) 2002-11-29 2002-11-29 Base device for elevator for seismic isolation building

Publications (2)

Publication Number Publication Date
JP2004175550A JP2004175550A (en) 2004-06-24
JP3884701B2 true JP3884701B2 (en) 2007-02-21

Family

ID=32707502

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002346701A Expired - Fee Related JP3884701B2 (en) 2002-11-29 2002-11-29 Base device for elevator for seismic isolation building

Country Status (1)

Country Link
JP (1) JP3884701B2 (en)

Also Published As

Publication number Publication date
JP2004175550A (en) 2004-06-24

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
JP3884701B2 (en) Base device for elevator for seismic isolation building
JP4391872B2 (en) Elevator device for seismic isolation building
JP3833978B2 (en) Seismic isolation building elevator equipment
JP4351110B2 (en) Movable landing equipment for elevators for base-isolated buildings
JP4456904B2 (en) Elevator device for seismic isolation building
JP2006240786A (en) Hall device for elevator of base isolated building
JP3843253B2 (en) Base device for elevator for seismic isolation building
JP4425689B2 (en) Elevator device for seismic isolation building
JPH11171429A (en) Elevator device for base isolation building
JP4481071B2 (en) Elevator device for seismic isolation building
JP4566623B2 (en) Movable landing equipment for elevators for base-isolated buildings
JP3809141B2 (en) Base device for elevator for seismic isolation building
JP4481199B2 (en) Elevator equipment for seismic isolation buildings
JP4651369B2 (en) Elevator equipment
JP3809144B2 (en) Base device for elevator for seismic isolation building
JP7099630B2 (en) Elevator landing system
JP4606933B2 (en) Elevator landing equipment for seismic isolation buildings
JP4619687B2 (en) Movable landing equipment for elevators for base-isolated buildings
JP4887823B2 (en) Movable landing equipment for elevators for base-isolated buildings
JP2006315851A (en) Elevator landing device for base-isolated building
JP3598410B2 (en) Elevator equipment
JP4481068B2 (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

Legal Events

Date Code Title Description
A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20060516

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20060613

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20061114

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20061117

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101124

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101124

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111124

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121124

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121124

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20131124

Year of fee payment: 7

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees