JP2004175492A - Landing device of elevator for base isolation building - Google Patents

Landing device of elevator for base isolation building Download PDF

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Publication number
JP2004175492A
JP2004175492A JP2002341909A JP2002341909A JP2004175492A JP 2004175492 A JP2004175492 A JP 2004175492A JP 2002341909 A JP2002341909 A JP 2002341909A JP 2002341909 A JP2002341909 A JP 2002341909A JP 2004175492 A JP2004175492 A JP 2004175492A
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Japan
Prior art keywords
hoistway
entrance
base
side wall
wall plate
Prior art date
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JP2002341909A
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Japanese (ja)
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JP3809141B2 (en
Inventor
Yuichi Konuma
裕一 小沼
Kimitake Ugawa
公丈 鵜川
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Mitsubishi Electric Building Solutions Corp
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Mitsubishi Electric Building Techno Service Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a landing device of an elevator for a base isolation building provided with a getting on/off passage between a base entrance of a base construction body and a hoistway entrance of a hoistway, and making the getting on/off passage cope with the relative displacement to the direction of opening of the base entrance and the hoistway entrance without any problem in the earthquake. <P>SOLUTION: A hoistway sidewall plate 18 and the like of the getting on/off passage 7 is rotated to a side edge part of the entrance to cope with the displacement of the base entrance and the hoistway entrance, when the base entrance 3 and the hoistway entrance 4 are displaced in the direction of opening. When a hoistway sidewall plate 18 and the like is over-rotated, a clearance is formed with respect to a rotating plate 22 by the rotational displacement against the energizing force of an energizing body 24. Whereby the excess load does not act on related members in over-rotation of the hoistway sidewall plate 18 and the like, and members of the getting on/off passage 7 can cope with the relative displacement of the base entrance and the hoistway entrance. Accordingly, the operation of the elevator can be easily restarted after the earthquake, and the maintenance cost can be reduced. <P>COPYRIGHT: (C)2004,JPO

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、左右または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−パイプ状に組立てられた複数個のロ字状の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、相対変位に乗降通路が十分対応できず、ロ字状の角筒体に変形が発生することがあ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に設けられた乗降通路が、上記両者の間口方向に相対変位に容易に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設けられた昇降路と、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、基部出入口の側縁部に鉛直軸線を介して枢着され昇降路出入口に向かって突設されて、乗降通路の基部出入口側の壁面を形成した基部側壁板と、昇降路出入口の側縁部に一側が配置されて基部出入口に向かって突設されて基部側壁板に重合し、乗降通路の昇降路出入口側の壁面を形成し、基部側壁板に係合されて乗降通路の間口方向への変位を拘束された昇降路側壁板と、一側が昇降路出入口の側縁部に装着された取付金具と、一側が取付金具の他側に鉛直軸線を介して枢着され、他側は昇降路側壁板の昇降路出入口寄りの縁部表面に重合して配置された回動板と、この回動板に一端が固定されて昇降路側壁板に空隙を形成して挿通された取付棒と、この取付棒の他端に係合されて回動板を昇降路側壁板に押圧する方向に付勢する付勢体とが設けられる。
【0008】
【発明の実施の形態】
実施の形態1.
図1〜図5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の回動板の回動状況を示す図、図5は図3において昇降路側壁板が過回動した状態を示す図である。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。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。
【0011】
そして、昇降路出入口4の下縁部に昇降路側床板12が配置されて、一側が水平軸線13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14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15が配置されて、一側が水平軸線16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17が形成される。
【0012】
そして、昇降路側壁板18が設けられて昇降路出入口4の側縁部に一側が配置されて基部出入口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18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19が形成される。
【0013】
なお、昇降路側天井板15は昇降路側壁板18の上縁部によって支持される。また、一側が昇降路出入口4の側縁部に装着された取付金具20が設けられて、取付金具20の他側にヒンジ21の一側が装着される。なお、取付金具20は昇降路出入口4の側縁部に高さ方向に沿って互いに離れて複数個が設けられる。
【0014】
また、ヒンジ21の他側に回動板22が装着されて、一側の端面は昇降路出入口4の側縁部に近接して配置され、他側は昇降路側壁板18の昇降路出入口4側の縁部に重合して配置される。そして、取付棒23が回動板22に設けられ取付棒23の一端が回動板22の裏面に固定されて、昇降路側壁板18との重合部に配置され昇降路側壁板18に設けられた挿通孔に空隙を形成して挿通される。
【0015】
なお、取付棒23は回動板21の高さ方向に沿って互いに離れて複数個が設けられる。また、引っ張りコイルばねからなる付勢体24が設けられて、引っ張りコイルばねの一端が取付棒23の挿通端に掛合され、他端は昇降路側壁板18の裏面側の屈折部25に掛合される。これにより、回動板22が昇降路側壁板18を押圧する方向に付勢される。
【0016】
また、基部側壁板11及び昇降路側壁板18の両者の裏面に上記両者を相互に乗降通路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26が設けられる。この係合機構26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27を有する係合体28及び昇降路側壁板18の裏面に設けられて係合体28の係合溝27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29によって構成される。
【0017】
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。
【0018】
そして、基部側床板8の上に昇降路側床板12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15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18が重合して配置され、基部側壁板11及び昇降路側壁板18の両者が係合機構26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。
【0019】
また、回動板22は付勢体24によって昇降路側壁板18に押し付けられて、昇降路側壁板18に密接して配置される。
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に示すように床面、壁面、天井面を有する乗降通路7が形成される。
【0020】
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12等の互いに対応した昇降路側板体及び基部側板体、基部側壁板11及び昇降路側壁板18とが相対変位して、基部建築体1と昇降路2の相対変位に対応する。
【0021】
そして、図3に示す状態から基部側壁板11及び昇降路側壁板18が昇降路出入口4に対して図3に示す矢印B方向に変位した場合には図4に示す状態となる。図4に示す状態において、回動板22の一側の先端が昇降路出入口4の側縁部に対して接近した位置に配置されて、昇降路出入口4の側縁部との間に余計な空隙が生じることがない。
【0022】
また、図3に示す状態から基部側壁板11及び昇降路側壁板18が昇降路出入口4に対して図3に示す矢印C方向に過回動した場合には図5に示す状態となる。このときは、付勢体24による付勢力に抗して昇降路側壁板18が回動し、昇降路側壁板18面と回動板22との間に隙間が発生する。このため、昇降路側壁板18等の過回動時に昇降路側壁板18、回動板22に過大な負荷が作用することがない。
【0023】
このようにして、地震時等によって基部出入口3と昇降路2の昇降路出入口4の両者が間口方向の相対変位したときに、上記両者の間に設けられた乗降通路7が、回動板22等の構成部材に有害な変形を生じることなく、上記両者の相対変位に容易に対応する。このため、地震後にエレベーターを煩雑な手数を要することなく運転再開でき、また保守費を低減することができる。
【0024】
【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設けられた昇降路と、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、基部出入口の側縁部に鉛直軸線を介して枢着され昇降路出入口に向かって突設されて乗降通路の基部出入口側の壁面を形成した基部側壁板と、昇降路出入口の側縁部に一側が配置され基部出入口に向かって突設されて基部側壁板に重合し、乗降通路の昇降路出入口側の壁面を形成し、基部側壁板に係合されて乗降通路の間口方向への変位を拘束された昇降路側壁板と、一側が昇降路出入口の側縁部に装着された取付金具と、一側が取付金具の他側に鉛直軸線を介して枢着され、他側は昇降路側壁板の昇降路出入口寄りの縁部表面に重合して配置された回動板と、この回動板に一端が固定されて昇降路側壁板に空隙を形成して挿通された取付棒と、この取付棒の他端に係合されて回動板を昇降路側壁板に押圧する方向に付勢する付勢体とを設けたものである。
【0025】
これによって、基部出入口と昇降路出入口の間に基部側壁板、昇降路側壁板及び回動板を要部として形成された乗降通路が構成される。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て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の間に乗降通路の間口方向の相対変位が発生したときには、乗降通路を構成した基部側壁板及び昇降路側壁板が変位し、かつ出入口の側縁部に対して回動して基部建築体と昇降路の相対変位に対応する。また、昇降路側壁板等が昇降路出入口の側縁部に対して過回動した場合は、付勢体による付勢力に抗して昇降路側壁板が回動し、昇降路側壁板面と回動板との間に隙間が発生する。このため、昇降路側壁板等の過回動時に昇降路側壁板、回動板に過大な負荷が作用することがない。したがって、地震時等によって基部出入口と昇降路出入口の両者が出入口間口方向に相対変位したときに、乗降通路の構成部材に有害な変形を生じることなく上記両者の相対変位に正常に対応する。このため、地震後にエレベーターを煩雑な手数を要することなく運転再開でき、また保守費を低減する効果がある。
【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の回動板の回動状況を示す図。
【図5】図3において昇降路側壁板が過回動した状態を示す図。
【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、 18昇降路側壁板、 20 取付金具、 21 ヒンジ(鉛直軸線)、 22 回動板、 23 取付棒、 24 付勢体。
[0001]
TECHNICAL FIELD OF THE INVENTION
According to the present invention, a base building supports a base-isolated building via a base-isolation device, and a hoistway provided in the base-isolated building is arranged to face the base building. The present invention relates to a landing apparatus for an elevator for a base-isolated building having a boarding passage between the elevators.
[0002]
[Prior art]
In a conventional elevator system for a seismic isolation building, the seismic isolation building supported on the base building via the seismic isolation device, and the seismic isolation building formed on the base building and arranged in a fitted state with the base building A hoistway is provided, and a boarding passage is arranged between the base building and the hoistway. That is, a hoistway entrance which is provided in the hoistway and forms one side of the hoistway is arranged, and a base entrance which is provided in the base building and is arranged opposite to the hoistway entrance and forms the other side of the hoistway. Is arranged.
[0003]
In addition, the boarding / alighting passage is constructed by assembling a plurality of square cylinders having a rectangular shape into a telescopic-pipe shape, and a floor, a side surface, and a ceiling are formed by an inner surface so as to be able to expand and contract. 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 seismic passage corresponds to a change in the mutual distance between the base building and the hoistway during an earthquake or strong wind. . With such a configuration, when the above both are relatively displaced in the horizontal direction during an earthquake or the like, the getting on / off passage is displaced or expands / contracts. (For example, see Patent Document 1).
[0004]
[Patent Document 1]
JP-A-11-171429 (Embodiment 5, FIGS. 26 to 30)
[0005]
[Problems to be solved by the invention]
In a seismic isolation building elevator, when a 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 forward, backward, left, right, or inclined. Relative displacement. However, in the conventional landing apparatus for a seismically isolated building elevator, the getting-in / out passage is constituted by a plurality of square-shaped rectangular cylinders assembled in a telescopic-pipe shape. In this configuration, when the two members are relatively displaced in the direction of the frontage of the doorway, there is a problem that the entrance / exit passage cannot sufficiently cope with the relative displacement and the square-shaped rectangular body may be deformed.
[0006]
The present invention has been made in order to solve such a problem, and an entrance / exit passage provided between both a base entrance / exit of a base building and a hoistway entrance / exit of a hoistway is relatively opposed to the frontage direction of the both. It is an object of the present invention to provide a landing device for an elevator for a base-isolated building that can easily cope with displacement.
[0007]
[Means for Solving the Problems]
In the landing apparatus for an elevator for a base-isolated building according to the present invention, a base-isolated building supported by a base building via a base-isolating device, provided in the base-isolated building and provided opposite to the base building Hoistway, a lift passage provided between the base building and the hoistway, a hoistway entrance formed in the hoistway and forming one side of the lift passage, and a lift passage provided in the base building And a base side wall plate that is pivotally connected to a side edge of the base entrance via a vertical axis and protrudes toward the hoistway entrance to form a wall surface on the base entrance side of the boarding passage. One side is arranged at the side edge of the hoistway entrance and protrudes toward the base entrance and overlaps with the base side wall plate to form a wall surface on the hoistway entrance side of the entrance / exit passage, and engages with the base side wall plate Hoistway side that is restrained from being displaced in the frontage direction Plate, one side of which is mounted on the side edge of the shaft entrance and one side is pivotally connected to the other side of the mounting bracket via a vertical axis, and the other side is near the shaft entrance of the shaft side wall plate. A rotating plate arranged on the edge surface in a superposed manner, a mounting rod fixed at one end to the rotating plate and inserted through the hoistway side wall plate to form a gap, and a second end of the mounting rod. And an urging member for urging the rotating plate in a direction of pressing the rotating plate against the hoistway side wall plate.
[0008]
BEST MODE FOR CARRYING OUT THE INVENTION
Embodiment 1 FIG.
1 to 5 are views showing an example of an embodiment of the present invention. FIG. 1 is a longitudinal sectional side view, FIG. 2 is a cross-sectional plan view of a main part of FIG. 1, FIG. FIG. 4 is a view showing a turning state of the turning plate in FIG. 3, and FIG. 5 is a view showing a state in which the hoistway side wall plate in FIG. In the figure, a base building 1 is constructed on the ground (not shown), and a base-isolated building (not shown) is supported by a base isolation device (not shown) on the base building 1.
[0009]
A hoistway 2 corresponding to the base building 1 and the seismic isolation building is provided from the seismic isolation building, and although not shown, an elevator car and a counterweight move up and down the hoistway 2. Further, a base entrance 3 is provided in the base building 1, and a hoistway entrance 4 is provided in the hoistway 2. The hoistway entrance 4 is provided with a landing door 5 for opening and closing the hoistway entrance 4, and a lower edge of the hoistway entrance 4 is provided with a threshold 6 for guiding the lower end of the landing door 5.
[0010]
Further, an entrance / exit passage 7 is provided between the base entrance 3 and the hoistway entrance / exit 4, and is configured as described below. That is, a base 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 plate 9 protruding from the base plate is provided. A base side wall plate 11 is provided at a side edge of the base entrance 3, one side is pivotally connected via a vertical axis 10, and the other side is disposed near the hoistway entrance 4, and the base entrance 3 of the entrance passage 7 is provided. Form the side wall.
[0011]
A hoistway floor plate 12 is disposed at the lower edge of the hoistway doorway 4, one side is pivotally connected via a horizontal axis 13, and the other side is disposed near the base doorway 3 and on the upper surface of the base floor plate 8. As a result, the inclined surface 14 having the tip inclined downward is formed at the tip. A hoistway-side ceiling plate 15 is disposed at the upper edge of the hoistway entrance 4, one side is pivotally connected via a horizontal axis 16, and the other side is disposed near the base entrance 3, and the base-side ceiling plate 9 An inclined surface 17 whose tip is inclined upward is formed at the tip portion by overlapping on the lower surface.
[0012]
A hoistway side wall plate 18 is provided, and one side is disposed at a side edge of the hoistway entrance 4 and protrudes toward the base entrance 3, overlaps with the base side wall plate 11, and overlaps with the hoistway entrance 7. A wall surface on the four side is formed. In addition, an inclined surface 19 whose tip is inclined in a direction approaching the surface of the base side wall body 11 is formed at the tip end of the hoistway side wall plate 18.
[0013]
The hoistway side ceiling plate 15 is supported by the upper edge of the hoistway side wall plate 18. Further, a mounting bracket 20 is provided, one side of which is mounted on a side edge of the hoistway entrance 4, and one side of the hinge 21 is mounted on the other side of the mounting bracket 20. In addition, a plurality of mounting brackets 20 are provided at side edges of the hoistway entrance 4 apart from each other along the height direction.
[0014]
A rotating plate 22 is mounted on the other side of the hinge 21, and one end face is disposed close to a side edge of the hoistway entrance 4, and the other side is a hoistway entrance 4 of the hoistway side wall plate 18. It is superposed on the side edge. Then, a mounting rod 23 is provided on the rotating plate 22, one end of the mounting rod 23 is fixed to the back surface of the rotating plate 22, and is disposed in an overlapping portion with the hoistway side wall plate 18 and provided on the hoistway side wall plate 18. A gap is formed in the inserted insertion hole, and the hole is inserted.
[0015]
A plurality of mounting rods 23 are provided apart from each other along the height direction of the rotating plate 21. Further, an urging body 24 made of a tension coil spring is provided, and one end of the tension coil spring is engaged with the insertion end of the mounting rod 23, and the other end is engaged with the bending portion 25 on the back surface side of the hoistway side wall plate 18. You. Thus, the rotating plate 22 is urged in a direction to press the hoistway side wall plate 18.
[0016]
An engagement mechanism 26 is provided on the back surfaces of both the base side wall plate 11 and the hoistway side wall plate 18 so as to be displaceably engaged with each other in a direction along the traveling direction of the entrance / exit passage 7. This engagement mechanism 26 is provided on the back surface of the base side wall plate 11 and has an engagement body 28 having an engagement groove 27 whose length is arranged in a direction along the back surface, and an engagement body provided on the back surface of the hoistway side wall plate 18. The engagement arm 29 is formed with a small gap in the front-to-back direction of the entry / exit passage 7 with respect to the engagement groove 27.
[0017]
In the landing apparatus for an elevator for a seismic isolation building configured as described above, the guide rails for the car and the guide rails for the counterweight are vertically arranged at all times, that is, when the seismic isolation apparatus has no horizontal deformation. , The counterweight is driven up and down. In addition, as shown in FIG. 1 at all times, the base entrance 3 and the hoistway entrance 4 are arranged at a predetermined interval from each other, and each is arranged in a vertical posture.
[0018]
The hoistway-side floor panel 12 is arranged on the base-side floor panel 8 in an overlapping manner, and the hoistway-side ceiling panel 15 is arranged below the base-side ceiling panel 9 in an overlapping manner. Further, the hoistway side wall plate 18 is disposed on the inner surface of the access passage 7 in the base side wall plate 11 in an overlapping manner, and both the base side wall plate 11 and the hoistway side wall plate 18 are moved in the traveling direction of the access passage 7 by the engagement mechanism 26. Is displaceable, and is engaged in a state where the displacement is restricted in the frontage direction of the entrance / exit passage 7.
[0019]
Further, the rotating plate 22 is pressed against the hoistway side wall plate 18 by the urging body 24 and is arranged in close contact with the hoistway side wall plate 18.
With the configuration described above, the getting-on / off passage 7 having a floor surface, a wall surface, and a ceiling surface is always formed between the base entrance 3 and the hoistway entrance 4 as shown in FIGS.
[0020]
Then, when an earthquake or horizontal deformation occurs in the seismic isolation device at the time of strong wind and the base building 1 and the base-isolated building are relatively displaced, the base building 1, that is, the base entrance 3, and the hoistway entrance 4, A relative displacement occurs with the hoistway 2. At this time, the corresponding base-side floor plate 8 and the hoistway-side floor plate 12 and the like corresponding to the hoistway-side floor plate 12 and the hoistway-side floor plate 12, the base side wall plate 11, and the hoistway side wall plate 18 are relatively displaced. This corresponds to the relative displacement between the building 1 and the hoistway 2.
[0021]
Then, when the base side wall plate 11 and the hoistway side wall plate 18 are displaced from the state shown in FIG. 3 with respect to the hoistway entrance 4 in the direction of the arrow B shown in FIG. In the state shown in FIG. 4, the tip of one side of the rotating plate 22 is disposed at a position close to the side edge of the hoistway doorway 4, so that there is no extra space between the end of the rotary plate 22 and the side edge of the hoistway doorway 4. No voids are created.
[0022]
When the base side wall plate 11 and the hoistway side wall plate 18 are excessively rotated in the direction of arrow C shown in FIG. 3 with respect to the hoistway entrance 4 from the state shown in FIG. 3, the state shown in FIG. At this time, the hoistway side wall plate 18 rotates against the urging force of the urging body 24, and a gap is generated between the surface of the hoistway side wall plate 18 and the rotating plate 22. Therefore, an excessive load does not act on the hoistway side wall plate 18 and the rotating plate 22 when the hoistway side wall plate 18 and the like are excessively rotated.
[0023]
In this way, when both the base entrance 3 and the hoistway entrance 4 of the hoistway 2 are relatively displaced in the frontage direction due to an earthquake or the like, the access passage 7 provided between the base entrance 3 and the hoistway entrance 4 is rotated by the rotating plate 22. The above-mentioned components can be easily dealt with relative displacement without causing harmful deformation. For this reason, the operation of the elevator can be restarted after the earthquake without the need for complicated operations, and the maintenance cost can be reduced.
[0024]
【The invention's effect】
As described above, the present invention, a base-isolated building supported on a base building via a seismic isolation device, a hoistway provided on the base-isolated building and opposed to the base building, A lift passage provided between the base building and the hoistway, a hoistway entrance provided in the hoistway and forming one side of the lift passage, and another side of the lift passage provided in the base building and formed A base entrance / exit; a base side wall plate pivotally connected to a side edge of the base entrance / exit via a vertical axis to project toward the hoistway entrance / exit to form a base entrance / exit side wall surface of the entrance / exit passage; and a hoistway entrance / exit side. One side is arranged at the edge and protrudes toward the base entrance and overlaps with the base side wall plate to form a wall surface on the entrance / exit side of the hoistway entrance / exit passage, and is engaged with the base side wall plate toward the frontage direction of the entrance / exit passage. Hoistway side wall plate with restrained displacement, and one side edge of hoistway entrance The mounting bracket mounted on the other end of the mounting bracket is pivotally connected to the other side of the mounting bracket via a vertical axis, and the other side is overlapped and arranged on the edge surface of the hoistway side wall plate near the hoistway entrance. Plate, one end of which is fixed to the rotating plate, a mounting rod which is inserted into the hoistway side wall plate with a gap formed therebetween, and a rotating plate which is engaged with the other end of the mounting rod to turn the rotating plate to the hoistway side wall plate. And a biasing body for biasing in a pressing direction.
[0025]
As a result, a boarding / alighting passage formed between the base entrance and the entrance / exit of the hoistway is formed with the base side wall plate, the hoistway / sidewall plate, and the rotating plate as main parts. Then, in the event of a horizontal deformation of the seismic isolation device during an earthquake or strong wind, when the base building and the base-isolated building are relatively displaced, between the base building, that is, the base entrance, and the hoistway entrance, that is, the hoistway. When the relative displacement in the frontage direction of the entrance / exit passage occurs, the base side wall plate and the hoistway side wall plate forming the entrance / exit passage are displaced, and rotate with respect to the side edge of the entrance / exit and the base building and the hoistway. Corresponds to the relative displacement of Further, when the hoistway side wall plate or the like is excessively rotated with respect to the side edge portion of the hoistway entrance / exit, the hoistway side wall plate turns against the urging force of the urging body, and A gap is generated between the rotating plate and the rotating plate. For this reason, an excessive load does not act on the hoistway side wall plate and the rotating plate when the hoistway side wall plate and the like are excessively rotated. Therefore, when both the base entrance and the hoistway entrance are relatively displaced in the direction of the entrance frontage due to an earthquake or the like, the above-mentioned relative displacement is normally dealt with without causing harmful deformation of the constituent members of the entrance passage. For this reason, the operation of the elevator can be restarted after the earthquake without complicated operations, and the maintenance cost can be reduced.
[Brief description of the drawings]
FIG. 1 is a longitudinal sectional side view showing a first embodiment of the present invention.
FIG. 2 is a cross-sectional plan view of a main part of FIG.
FIG. 3 is an enlarged view of a portion A in FIG. 2;
FIG. 4 is a view showing a turning state of a turning plate of FIG. 3;
FIG. 5 is a view showing a state in which the hoistway side wall plate is excessively rotated in FIG. 3;
[Explanation of symbols]
Reference Signs List 1 base building, 2 hoistway, 3 base entrance, 4 hoistway entrance, 7 entrance passage, 10 vertical axis, 11 base side wall plate, 18 hoistway side wall plate, 20 mounting bracket, 21 hinge (vertical axis line), 22 times Moving plate, 23 mounting rod, 24 urging body.

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設けられた昇降路と、上記基部建築体及び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、上記基部出入口の側縁部に鉛直軸線を介して枢着され上記昇降路出入口に向かって突設されて上記乗降通路の上記基部出入口側の壁面を形成した基部側壁板と、上記昇降路出入口の側縁部に一側が配置されて上記基部出入口に向かって突設されて上記基部側壁板に重合し、上記乗降通路の上記昇降路出入口側の壁面を形成し、上記基部側壁板に係合されて上記乗降通路の間口方向への変位を拘束された昇降路側壁板と、一側が上記昇降路出入口の側縁部に装着された取付金具と、一側が上記取付金具の他側に鉛直軸線を介して枢着され、他側は上記昇降路側壁板の上記昇降路出入口寄りの縁部表面に重合して配置された回動板と、この回動板に一端が固定されて上記昇降路側壁板に空隙を形成して挿通された取付棒と、この取付棒の他端に係合されて上記回動板を上記昇降路側壁板に押圧する方向に付勢する付勢体とを備えた免震建物用エレベーターの乗場装置。The base-isolated building supported by the base building via the seismic isolation device, the hoistway provided to this base-isolated building and provided opposite to the base building, and the base building and the hoistway A hoistway provided between the hoistway, a hoistway entrance provided in the hoistway and forming one side of the hoistway, and a base entrance provided in the base building and forming the other side of the hoistway; A base side wall plate pivotally attached to a side edge of the base entrance via a vertical axis and protruding toward the shaft entrance to form a wall surface on the base entrance side of the entrance / exit passage; and the shaft entrance / exit. One side is disposed at the side edge of the base and is projected toward the base entrance and overlaps with the base side wall plate to form a wall surface of the entrance / exit passage on the hoistway entrance / exit side, and is engaged with the base side wall plate. And the displacement in the direction of the frontage of the entry / exit passage was restrained. A downcomer side wall plate, a mounting bracket mounted on one side of the hoistway entrance / exit, and one side pivotally connected to the other side of the mounting bracket via a vertical axis, and the other side being the hoistway side wall plate. A rotating plate disposed so as to overlap the edge surface near the hoistway entrance and exit, a mounting rod having one end fixed to the rotating plate and forming a gap in the hoistway side wall plate and inserted therethrough, And a biasing body engaged with the other end of the mounting rod to bias the rotating plate against the hoistway side wall plate.
JP2002341909A 2002-11-26 2002-11-26 Base device for elevator for seismic isolation building Expired - Fee Related JP3809141B2 (en)

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