JP4481068B2 - Movable landing equipment for elevators for base-isolated buildings - Google Patents

Movable landing equipment for elevators for base-isolated buildings Download PDF

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JP4481068B2
JP4481068B2 JP2004117866A JP2004117866A JP4481068B2 JP 4481068 B2 JP4481068 B2 JP 4481068B2 JP 2004117866 A JP2004117866 A JP 2004117866A JP 2004117866 A JP2004117866 A JP 2004117866A JP 4481068 B2 JP4481068 B2 JP 4481068B2
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movable
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hoistway
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JP2005298153A (en
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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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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に関するものである。   In the present invention, a base isolation structure is supported by 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 a seismically isolated building elevator.

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)。また、筒状の乗降通路本体の内側に入れ子式に配置され、かつ先端が免震昇降路の乗降開口部に対して左右方向に相対移動可能に連結した筒状の可動中筒と、乗降階床上に後端が固定され、可動中筒の床プレート上に摺動可能に重ね合された固定プレートの下部にあって、乗降階床上に固定され、位置の復元機構として乗降通路本体を常時先端側に押圧付勢するバネ装置を備えたエレベータの乗降用出入口構造が提案されている(例えば、特許文献3参照)。   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 (for example, see 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). Also, a cylindrical movable middle cylinder that is telescopically disposed inside the cylindrical boarding passage main body and whose tip is connected to the entrance opening of the seismic isolation hoistway so as to be relatively movable in the left-right direction; The rear end is fixed on the floor and is located on the lower part of the fixed plate that is slidably superimposed on the floor plate of the movable middle cylinder. An elevator entrance / exit structure including a spring device that presses and urges the side is proposed (see, for example, Patent Document 3).

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 特開平11−335023号公報JP 11-335023 A

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、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にそのまま転用することはできなかった。また、従来技術のエレベータの乗降用出入口構造は、バネ装置の付勢力によって、乗降通路本体を常時免震昇降路の乗降路側に押圧付勢されているが、乗場床の突出代の問題については考慮されていなかった。
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, a device that smoothly slides and displaces in the event of an earthquake has been proposed, but the moving parts of the landing gear will not return to their normal positions after the earthquake occurs, and the appearance will be poor. Become. Therefore, it was necessary to set again, which was very time-consuming. In addition, other prior art screen curtain devices could not be diverted as they are to the movable landing device of the base-isolated building elevator. In addition, the elevator entrance / exit structure of the prior art is always urging the entrance / exit passage body to the entrance / exit side of the seismic isolation hoistway by the urging force of the spring device. It was not considered.

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、乗場床の突出代をできるだけ小さくするとともに、地震後に所定の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 a problem, and provides a movable hall device for an elevator for a base-isolated building that makes it possible to reduce the protruding margin of a landing floor as much as possible and to return to a predetermined position after an earthquake. It is to provide.

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を備え、固定床板は、建築体側の乗場床の凹部内に設置され、上面が乗場床面と面一でかつ先端部が建築体の乗場床の端部と同位置となるように設けられた中空状の固定床板本体と、この固定床板本体内に出没自在に嵌挿された可動式突出床と、固定床板本体と可動式突出床との間に設けられ、可動式突出床を常時突出状態に付勢して地震等の力が加わった時に、可動式突出床を最長伸長の可動ストロークまで伸長させる伸縮部材とから構成され、可動側床板は、地震発生時の最長伸長時には、可動ストローク分だけ突出した可動式突出床の上面に重合して支持されるものである。 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 fixed floor plate, a fixed ceiling and a fixed side wall that form a fixed entrance, a movable side floor plate that is provided on the hoistway side of the entrance / exit passage, and is arranged so as to be constantly superposed on the upper surface of the fixed floor plate; A plurality of movable ceilings and movable side walls that are respectively provided on the hoistway side and are slidably fitted inside the fixed ceiling and the fixed side walls, respectively, and the fixed floor board is installed in the recess of the landing floor on the building side. , A hollow fixed floor plate body provided so that the upper surface is and tip a landing floor flush is end and the same position of the landing floor of the building body, fitted retractably on the fixed floor plate body The movable projecting floor, which is provided between the inserted movable projecting floor and the fixed floor plate body and the movable projecting floor, and when the movable projecting floor is constantly urged into the projecting state and a force such as an earthquake is applied. The movable side floor plate is supported by being superposed on the upper surface of the movable protruding floor that protrudes by the movable stroke when the longest extension occurs in the event of an earthquake. is there.

更に、可動式突出床の先端部と乗降通路の昇降路側の可動出入口固定部との間に、可動式突出床が戻れるように引っ張り方向のみに動作するリンク機構を設けたものである。   Furthermore, a link mechanism that operates only in the pulling direction is provided between the tip of the movable protruding floor and the movable entrance / exit fixing portion on the hoistway side of the passenger passage so that the movable protruding floor can be returned.

また、固定床板本体は、可動式突出床が嵌挿される側の先端上面部を傾斜状もしくは曲面状に形成し、これと対向する可動床板の先端傾斜面の先端部を曲面状に形成したものである。   In addition, the fixed floor board main body is formed by forming the top surface of the tip on the side where the movable projecting floor is inserted into an inclined or curved surface, and the tip of the tip inclined surface of the movable floor plate facing this is formed in a curved shape. It is.

また、伸縮部材としてバネを用いたものである。   In addition, a spring is used as the elastic member.

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を備え、固定床板は、建築体側の乗場床の凹部内に設置され、上面が乗場床面と面一でかつ先端部が建築体の乗場床の端部と同位置となるように設けられた中空状の固定床板本体と、この固定床板本体内に出没自在に嵌挿された可動式突出床と、固定床板本体と可動式突出床との間に設けられ、可動式突出床を常時突出状態に付勢して地震等の力が加わった時に、可動式突出床を最長伸長の可動ストロークまで伸長させる伸縮部材とから構成され、可動側床板は、地震発生時の最長伸長時には、可動ストローク分だけ突出した可動式突出床の上面に重合して支持されるようにしたので、建築体側の乗場床の突出代を大きくする必要がないという効果がある。
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 And a plurality of movable ceilings and movable side walls which are provided on the hoistway side of the entrance and exit passages and are respectively slidably fitted inside the fixed ceiling and the fixed side walls. A hollow fixed floor board body, which is installed in a recess of the landing floor, and is provided so that the upper surface is flush with the landing floor surface and the tip is in the same position as the end of the building floor. and freely fitted interpolated movable protruding floor infested in the fixed floor plate body disposed between the stationary floor plate main body and a movable protruding floor, the force of an earthquake or the like biases the movable projecting bed always projecting state The movable extended floor of the longest extension Is composed of a telescopic member to extend up to the dynamic strokes, movable floorboards, when the longest extension of the earthquake occurs, since to be supported by polymerization to the top surface of the movable protrusion bed protrudes by moving stroke, Architectural There is an effect that it is not necessary to increase the protruding margin of the landing floor on the body side.

また、可動式突出床の先端部と乗降通路の昇降路側の可動出入口固定部との間に、可動式突出床が戻れるように引っ張り方向のみに動作するリンク機構を設けたり、或いは固定床板本体は、可動式突出床が嵌挿される側の先端上面部を傾斜状もしくは曲面状に形成し、これと対向する可動床板の先端傾斜面の先端部を曲面状に形成したことにより、可動式突出床を容易に元に戻すことができる効果がある。   In addition, a link mechanism that operates only in the pulling direction so that the movable projecting floor can return is provided between the tip of the movable projecting floor and the movable entrance / exit fixing section on the hoistway side of the getting-on / off passage, or the fixed floor board main body is The top surface of the tip on the side where the movable projecting floor is inserted is inclined or curved, and the tip of the tip inclined surface of the movable floor plate facing this is formed into a curved surface, so that the movable projecting floor There is an effect that can be easily restored.

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部分の短縮時の状態を示す側面図、図7は可動乗場装置の可動部分の最長伸長時の状態を示す側面図、図8は可動乗場装置の可動部分の短縮時の状態を示す平面図、図9は可動乗場装置の可動部分の最長伸長時の状態を示す平面図、図10〜図12は可動乗場装置の可動床部分における3通りの伸縮状態を示す側面図、図13は地震時の状況を説明する図4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 sectional view taken along line AA in FIG. 3, FIG. 5 is a side view showing an outer surface of the movable landing apparatus, and FIG. 6 is movable. FIG. 7 is a side view showing a state when the movable part of the landing device is shortened, FIG. 7 is a side view showing a state when the movable part of the movable landing device is extended to the longest, and FIG. FIG. 9 is a plan view showing the longest extension state of the movable part of the movable landing device, and FIGS. 10 to 12 are side views showing three kinds of expansion and contraction states in the movable floor portion of the movable landing device. FIG. 5 is a diagram corresponding to FIG. 4 for explaining the situation at the time of the earthquake.

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。   Further, 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 are provided. 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。なお、固定側床板20は、建築体の乗場床の凹部内に設置され、上面が乗場床面と面一でかつ先端部が建築体の乗場床の端部とほぼ同位置となるように設けられた中空状の固定側床板本体20aと、この固定側床板本体20a内に出没自在に嵌挿された可動式の突出床20bと、中空状の固定側床板本体20a内の後端部と可動式突出床20bの後端部との間に設けられ、可動式突出床20bを常時、図4、図5、及び図10に示す突出状態に付勢するバネ等の伸縮部材20cとから構成されている。また、可動式突出床20bは、バネ等の伸縮部材20cにより、地震等で左右方向の力が加わると、図6、図8、及び図11に示す短縮状態に圧縮されるか、或いは図7、図9、及び図12に示す最長伸長状態まで伸長されるものである。なお、図12において、距離Lが可動式突出床20bの可動ストロークであり、これにより、建築体の乗場床の突出代を大きくする必要がなくなるものである。   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. The fixed-side floor board 20 is installed in a concave portion of the building floor of the building, and is provided so that the upper surface is flush with the landing floor and the tip is substantially at the same position as the end of the building floor. The hollow fixed side floor main body 20a thus formed, the movable projecting floor 20b fitted and inserted in the fixed side floor main body 20a, and the rear end of the hollow fixed side floor main body 20a are movable. An elastic member 20c such as a spring is provided between the rear end of the type protruding floor 20b and urges the movable type protruding floor 20b to the protruding state shown in FIGS. 4, 5, and 10 at all times. ing. In addition, the movable projecting floor 20b is compressed into a shortened state shown in FIGS. 6, 8, and 11 when a lateral force is applied by an elastic member 20c such as a spring due to an earthquake or the like, or FIG. 9 and 12 are extended to the longest extension state. In FIG. 12, the distance L is the movable stroke of the movable protruding floor 20b, which eliminates the need to increase the protruding margin of the landing floor of the building.

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9、及び図13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 walls 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. 8, 9, and 13. 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 the movable side walls 27a to 27c of the getting-on / off passage 7, vertical telescopic connection links 30 comprising pantograph operation mechanisms are provided. 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 expansion / contraction link 32 comprising a pantograph operation mechanism is 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の可動床板は次のように構成される。昇降路出入口16の下縁部に可動床板24が配置されて、一側が水平軸線25を介して枢着され、他側は固定側出入口19寄りに配置されて固定側床板本体20aの上面に常時重合し、先端部に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、常時図5及び図10に示すように、固定側床板本体20aと可動式突出床20bの上面に相当の距離を持って重合している。また、地震発生時に可動床板24と固定側床板本体20aとの重合距離が図6及び図11(短縮時で重合距離大)、又は図7及び図12(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。特に、図7又は図12に示す最長伸長時には、可動ストロークL分だけ突出した可動式突出床20bの上面に重合して支持される。これにより、建築体の乗場床の突出代を大きくする必要がなくなるものである。 Moreover, the movable floor board of the getting-on / off passage 7 is comprised as follows. A movable floor plate 24 is disposed at the lower edge of the hoistway entrance 16, one side is pivotally attached via a horizontal axis 25, and the other side is disposed near the fixed side entrance 19, and is always on the upper surface of the fixed side floor main body 20 a. As a result of the polymerization, an inclined surface 26 whose tip is inclined downward is formed at the tip. As shown in FIGS. 5 and 10, the movable floor plate 24 is always superposed on the upper surface of the fixed side floor plate body 20a and the movable protruding floor 20b with a considerable distance. Further, when the earthquake occurs, the overlapping distance between the movable floor plate 24 and the fixed-side floor main body 20a is as shown in FIG. 6 and FIG. 11 (the overlapping distance is large when shortened) or FIG. 7 and FIG. Even if it changes to, the floor surface of the boarding / alighting passage 7 is ensured. In particular, at the time of the longest extension shown in FIG. 7 or FIG. 12, it is supported by being superposed on the upper surface of the movable protruding floor 20b protruding by the movable stroke L. This eliminates the need to increase the protruding margin of the building floor.

また、可動昇降路枠6側に装備された昇降路出入口16の床側下端部の固定部と可動式突出床20bの先端部との間を連結するリンク機構33を設けている。このリンク機構33は可動式突出床20bが戻れるように引っ張り方向のみに動作するリンク機構である。   Moreover, the link mechanism 33 which connects between the fixed part of the floor side lower end part of the hoistway entrance 16 equipped in the movable hoistway frame 6 side and the front-end | tip part of the movable protrusion floor 20b is provided. The link mechanism 33 is a link mechanism that operates only in the pulling direction so that the movable protruding floor 20b can be returned.

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、固定側床板本体20aと可動式突出床20bの上に可動床板24が十分な距離重合して配置される。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 movable floor plate 24 is arranged on the fixed side floor plate body 20a and the movable protruding floor 20b by being polymerized by a sufficient distance. 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10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 10, 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、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13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 a displacement occurs in which the plurality of movable hoistway frames 6 are displaced in the lateral direction perpendicular to the direction of passage of the passenger passage 7, the state shown in FIG. 13 is obtained.

そして、固定側床板20は、中空状の固定側床板本体20aと、この固定側床板本体20a内に出没自在に嵌挿された可動式の突出床20bと、中空状の固定側床板本体20a内の後端部と可動式突出床20bの後端部との間に設けられ、可動式突出床20bを常時、図4、図5、及び図10に示す突出状態に付勢するバネ等の伸縮部材20cとから構成されているので、可動式突出床20bは、バネ等の伸縮部材20cにより、地震等で左右方向の力が加わると、図6、図8、及び図11に示す短縮状態に圧縮されるか、或いは図7、図9、及び図12に示す最長伸長状態まで伸長される。これにより、建築体の乗場床の突出代を大きくする必要がなくなるものである。また、上記固定側壁板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30、32により可動側壁、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。   The fixed-side floor board 20 includes a hollow fixed-side floor board main body 20a, a movable protruding floor 20b that is slidably inserted into the fixed-side floor board main body 20a, and a hollow fixed-side floor board main body 20a. Expansion and contraction of a spring or the like that is provided between the rear end portion and the rear end portion of the movable projecting floor 20b and constantly biases the movable projecting floor 20b to the projecting state shown in FIG. 4, FIG. 5, and FIG. Since the movable projecting floor 20b is constituted by the member 20c, when a lateral force is applied by an elastic member 20c such as a spring due to an earthquake or the like, the movable projecting floor 20b is in a shortened state shown in FIGS. Compressed or extended to the longest extended state shown in FIGS. This eliminates the need to increase the protruding margin of the building floor. Further, 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 equally expanded and contracted by the respective expansion and contraction connecting links 30 and 32. However, since the sliding displacement occurs, the appearance of the getting-on / off passage 7 can be maintained. In addition, even when the entrance / exit passage 7 is returned to the normal position after the earthquake occurs, the movable side walls and the movable ceiling can be slid and displaced by the respective extension connecting links 30 and 32 while maintaining a uniform interval. The resetting of the entrance / exit passage 7 with no irregularities and good appearance can be carried out very easily.

実施の形態2.
図14はこの発明の実施の形態2における免震建物用エレベータの可動乗場装置の可動床部分が復帰する途上の状態を示す部分側面図である。
図14において、固定側床板本体20aは、その可動式突出床20bが嵌挿される側である先端の上面部を傾斜状もしくは曲面状に形成したものである。そして、これと対向する可動床板24の先端傾斜面26の先端部も曲面状に形成したものである。この可動床板24は、常時は図10に示すように、固定側床板本体20aと可動式突出床20bの上面に相当の距離を持って重合しているが、地震発生時に、図12に示す最長伸長時のように、可動ストロークL分だけ突出した可動式突出床20bの上面に可動床板24が重合して支持された状態から、元の状態に復帰させる時は、図14に示すように、固定側床板本体20aの先端上面の傾斜状もしくは曲面状部に、復帰する可動床板24の先端傾斜面26の曲面状部が当接するので、可動床板24の先端部は容易に固定側床板本体20aを乗り上げることができる。これにより、可動床板24を速やかに元の所定位置に復帰させることができる。
Embodiment 2. FIG.
FIG. 14 is a partial side view showing a state in which the movable floor portion of the movable landing device for the base-isolated building elevator according to the second embodiment of the present invention returns.
In FIG. 14, the fixed-side floor main body 20 a is formed by forming an upper surface portion at the tip, which is a side into which the movable protruding floor 20 b is inserted, into an inclined or curved surface. And the front-end | tip part of the front-end | tip inclination surface 26 of the movable floor board 24 which opposes this is also formed in the curved surface form. As shown in FIG. 10, the movable floor plate 24 is usually superposed on the upper surface of the fixed-side floor plate body 20a and the movable protruding floor 20b with a considerable distance. As shown in FIG. 14, when returning from the state where the movable floor plate 24 is overlapped and supported on the upper surface of the movable protruding floor 20 b protruding by the movable stroke L as in extension, as shown in FIG. Since the curved portion of the tip inclined surface 26 of the returning movable floor plate 24 comes into contact with the inclined or curved portion of the top surface of the fixed floor plate main body 20a, the tip of the movable floor plate 24 can easily be fixed to the fixed side floor plate body 20a. You can get on. Thereby, the movable floor board 24 can be quickly returned to the original predetermined position.

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 part of a movable landing apparatus. 可動乗場装置の可動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 part of a movable landing apparatus. 可動乗場装置の可動部分の短縮状態を示す平面図である。It is a top view which shows the shortened state of the movable part of a movable landing apparatus. 可動乗場装置の可動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 part of a movable landing apparatus. 可動乗場装置の可動床部分における伸縮状態のうちの一態様を示す側面図である。It is a side view which shows one aspect | mode in the expansion-contraction state in the movable floor part of a movable landing apparatus. 可動乗場装置の可動床部分における伸縮状態のうちの一態様を示す側面図である。It is a side view which shows one aspect | mode in the expansion-contraction state in the movable floor part of a movable landing apparatus. 可動乗場装置の可動床部分における伸縮状態のうちの一態様を示す側面図である。It is a side view which shows one aspect | mode in the expansion-contraction state in 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. この発明の実施の形態2における免震建物用エレベータの可動乗場装置の可動床部分が復帰する途上の状態を示す部分側面図であるIt is a partial side view which shows the state in the middle of the return of the movable floor part of the movable landing apparatus of the elevator for seismic isolation buildings in Embodiment 2 of this invention.

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
20a 固定床板本体
20b 可動式突出床
20c バネ等の伸縮部材
21 固定側天井板
23 固定側壁板
24 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 水平方向の伸縮連結リンク(パンタグラフ動作機構)
32a〜32d 枢軸ピン
33 リンク機構
DESCRIPTION OF SYMBOLS 1 Earth 2 Base building 3 Seismic isolation device 4 Seismic isolation building 5 Hoistway 6 Movable hoistway frame 7 Boarding 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 threshold 19 fixed side doorway 20 fixed side floorboard 20a fixed floorboard body
20b Movable protruding floor
20c Elastic members such as springs 21 Fixed ceiling plate
23 Fixed side wall plate 24 Movable floor plate
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 Vertical expansion link (pantograph operation mechanism)
30a-30d Pivot pin 31 Long hole 32 Horizontal expansion / contraction link (pantograph operation mechanism)
32a to 32d pivot pin 33 link mechanism

Claims (4)

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を備え、
前記固定床板は、建築体側の乗場床の凹部内に設置され、上面が乗場床面と面一でかつ先端部が建築体の乗場床の端部と同位置となるように設けられた中空状の固定床板本体と、この固定床板本体内に出没自在に嵌挿された可動式突出床と、固定床板本体と可動式突出床との間に設けられ、可動式突出床を常時突出状態に付勢して地震等の力が加わった時に、可動式突出床を最長伸長の可動ストロークまで伸長させる伸縮部材とから構成され、 前記可動側床板は、地震発生時の最長伸長時には、可動ストローク分だけ突出した前記可動式突出床の上面に重合して支持される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 a fixed entrance is provided on the building side of the entrance / exit passage and a 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 movable side floor plate provided on the hoistway side of the getting-on / off 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 respectively provided on the hoistway side of the getting-on / off passage, and are slidably fitted inside the fixed ceiling and the fixed side walls;
The fixed floor board is installed in a recess of the landing floor on the building side , and is provided in a hollow shape so that the upper surface is flush with the landing floor surface and the tip is at the same position as the end of the building floor. The fixed floor board main body, a movable protruding floor fitted and retracted in the fixed floor board main body, and the fixed floor board main body and the movable protruding floor are provided so that the movable protruding floor is always in a protruding state. energized to when the force is applied such as an earthquake, is composed of a telescopic member to extend the movable protruding floor to the movable stroke of the longest extension, the movable floor is at maximum extension during an earthquake occurs, only the movable stroke A movable landing apparatus for an elevator for a seismic isolation building, wherein the movable landing apparatus is superposed on and supported by an upper surface of the protruding movable protruding floor .
動式突出床の先端部と乗降通路の昇降路側の可動出入口固定部との間に、可動式突出床が戻れるように引っ張り方向のみに動作するリンク機構を設け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。 Claim to variable-acting protruding floor tip between the movable inlet and outlet fixing part of the hoistway of passenger passage, characterized in that a link mechanism that operates only in the tensile direction to the movable protruding floor return 1. A movable landing device for an elevator for a base-isolated building according to 1 . 固定床板本体は、可動式突出床が嵌挿される側の先端上面部を傾斜状もしくは曲面状に形成し、これと対向する可動床板の先端傾斜面の先端部を曲面状に形成したことを特徴とする請求項1又は請求項2記載の免震建物用エレベータの可動乗場装置。   The fixed floor board main body is characterized in that the tip upper surface portion on the side where the movable projecting floor is inserted is inclined or curved, and the tip of the tip inclined surface of the movable floor plate facing this is formed in a curved shape. The movable landing apparatus of the elevator for seismic isolation buildings of Claim 1 or Claim 2. 伸縮部材としてバネを用いたことを特徴とする請求項1〜請求項3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。   The movable landing device for an elevator for a seismic isolation building according to any one of claims 1 to 3, wherein a spring is used as the elastic member.
JP2004117866A 2004-04-13 2004-04-13 Movable landing equipment for elevators for base-isolated buildings Expired - Lifetime JP4481068B2 (en)

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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1181499A (en) * 1997-09-03 1999-03-26 Kajima Corp Cutoff screen device
JPH11171429A (en) * 1997-12-12 1999-06-29 Mitsubishi Electric Corp Elevator device for base isolation building
JPH11335023A (en) * 1998-05-25 1999-12-07 Ohbayashi Corp Entrance structure for elevator
JPH11350612A (en) * 1998-06-09 1999-12-21 Fujita Corp Expansion joint device
JP2001152563A (en) * 1999-11-26 2001-06-05 Dooei Gaiso Kk Jointing device for floor
JP2001348965A (en) * 2000-06-05 2001-12-21 Dooei Gaiso Kk Joint cover apparatus

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1181499A (en) * 1997-09-03 1999-03-26 Kajima Corp Cutoff screen device
JPH11171429A (en) * 1997-12-12 1999-06-29 Mitsubishi Electric Corp Elevator device for base isolation building
JPH11335023A (en) * 1998-05-25 1999-12-07 Ohbayashi Corp Entrance structure for elevator
JPH11350612A (en) * 1998-06-09 1999-12-21 Fujita Corp Expansion joint device
JP2001152563A (en) * 1999-11-26 2001-06-05 Dooei Gaiso Kk Jointing device for floor
JP2001348965A (en) * 2000-06-05 2001-12-21 Dooei Gaiso Kk Joint cover apparatus

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