JP2007008639A - Landing device for base isolation elevator - Google Patents

Landing device for base isolation elevator Download PDF

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JP2007008639A
JP2007008639A JP2005190292A JP2005190292A JP2007008639A JP 2007008639 A JP2007008639 A JP 2007008639A JP 2005190292 A JP2005190292 A JP 2005190292A JP 2005190292 A JP2005190292 A JP 2005190292A JP 2007008639 A JP2007008639 A JP 2007008639A
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building
hoistway
floor
base
passage
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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 an elevator device for a base isolation building eliminating a level difference of a floor surface of a getting on/off passage and having an inexpensive and simple constitution. <P>SOLUTION: In the landing device, a hoistway is formed over a base construction body 2 and an base isolation construction body 4 supported on the base construction body 2 through an base isolation device and the getting on/off passage provided between the elevator landing of the construction body and the car stopped at the landing is interlocked with relative displacement between both construction bodies and is deformed. The landing device is provided with a movable floor at the construction body having one end provided on a fixed body at the construction body side to form a floor surface at the construction body side of the getting on/off passage and the other end provided with a first comb tooth projected to the hoistway side; a hoistway side movable floor 26 having one end provided on a fixed body at the hoistway to form a floor surface at the hoistway side of the getting on/off passage and the other end provided with a second comb tooth projected to the construction body side and engaged with the first comb tooth; and an under-floor support plate 29 provided between the fixed body at the construction body and the fixed body at the hoistway side below the movable floor 25 at the construction body and the movable floor 26 at the hoistway side and curved toward a downward side. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

この発明は、免震建物に設置されたエレベータの乗場装置に関するものである。   The present invention relates to an elevator landing device installed in a base-isolated building.

大地に建築された基部建築体と、この基部建築体の上部の免震装置を介して支持された免震建築体とから構成される免震建物は、地震発生時に、免震装置を境に基部建築体と免震建築体との間に水平方向の相対変位が生じる。かかる免震建物の基部建築体から免震建築体に渡って縦通するように昇降路が形成された免震建物用エレベータでは、地震時に発生する上記両建築体(基部建築体及び免震建築体)間の相対変位により、両建築体の一部の階床に設けられた乗場とこの乗場に停止したかごとの相対位置が変わってしまうため、両建築体間の相対変位に連動して変形する乗降通路が所定の階床の乗場に設けられている。   A base-isolated building composed of a base building constructed on the ground and a base-isolated building supported by a base-isolating device at the top of this base building A horizontal relative displacement occurs between the base building and the base-isolated building. In an elevator for a base-isolated building in which a hoistway is formed so as to run vertically from the base building of the base-isolated building to the base-isolated building, both of the above-mentioned buildings (base building and base-isolated building) generated during an earthquake The relative position between the two buildings is linked with the relative displacement between the two buildings, because the relative displacement between the two buildings is changed due to the relative displacement between the two bodies. A deforming boarding / exiting passage is provided at a landing on a predetermined floor.

かかる乗降通路が設けられた従来の免震建物用エレベータの乗場装置には、一端部が建築体に固定されて他端部が昇降路側に突出するように配置された建築体側床板と、一端部が昇降路側に回動自在に固定されるとともに、建築体側に突出する他端部が建築体側床板の上面に常時重合配置された昇降路側可動床板とにより乗降通路の床面が形成されたものが提案されている(例えば、特許文献1参照)。   In a conventional seismic isolation building elevator device provided with such a boarding / exiting passage, one end is fixed to the building and the other end projects from the hoistway side, and one end In which the floor of the boarding passage is formed by a hoistway side movable floor plate in which the other end protruding to the building side is always superposed on the upper surface of the building side floor plate. It has been proposed (see, for example, Patent Document 1).

特開2004−155582号公報Japanese Patent Laid-Open No. 2004-155582

特許文献1記載の免震建物用エレベータの乗場装置では、昇降路側可動床板が建築体側床板の下面に重合配置されているため、乗降通路の床面には、常時段差が形成されてしまう。そのため、乗降通路を通過する利用者が躓いたり、利用者がキャスターの付いた手荷物等や荷物を載せた台車を引いている場合に、手荷物等が段差に引っ掛かったりするという問題があった。また、乗降通路の床面と側壁との間を可動巾木により塞ぐ構造を採用する場合には、この可動巾木の構造を複雑にする必要があり、製作及び据付時時間を要してコスト高を招来する要因となっていた。また、可動幅木の構造が複雑になるため、地震発生時に乗降通路の床面と可動幅木との間に隙間ができやすいという問題もあった。   In the elevator landing device for the seismic isolation building described in Patent Document 1, since the hoistway side movable floor board is superposed on the lower surface of the building side floor board, a step is always formed on the floor surface of the boarding passage. For this reason, there is a problem that when a user passes through the getting-on / off passage, or when the user pulls a baggage with a caster or a cart loaded with the baggage, the baggage is caught on a step. In addition, when adopting a structure in which the space between the floor surface and the side wall of the entrance / exit passage is closed with a movable baseboard, the structure of the movable baseboard needs to be complicated, and it takes time for production and installation, and costs It was a factor inviting high. In addition, since the structure of the movable skirting board is complicated, there is also a problem that a gap is easily formed between the floor surface of the boarding passage and the movable skirting board when an earthquake occurs.

この発明は、上述のような課題を解決するためになされたもので、その目的は、乗降通路の床面の段差を無くすとともに、安価で簡易な構成を有する免震建物用エレベータ装置を提供することである。   The present invention has been made to solve the above-described problems, and an object of the present invention is to provide an elevator apparatus for a seismic isolation building that eliminates a step on the floor surface of an entrance / exit passage and has an inexpensive and simple configuration. That is.

この発明に係る免震建物用エレベータの乗場装置は、基部建築体及びこの基部建築体に免震装置を介して支持された免震建築体に渡って昇降路が形成され、建築体のエレベータ乗場からこの乗場に停止したかごまでの間に設けられた乗降通路が、両建築体間の相対変位に連動して変形する免震建物用エレベータの乗場装置において、一端部が建築体側固定体に設けられて乗降通路の建築体側床面を形成するとともに、他端部に、昇降路側に突出する第一櫛歯が設けられた建築体側可動床と、一端部が昇降路側固定体に設けられて乗降通路の昇降路側床面を形成するとともに、他端部に、建築体側に突出して第一櫛歯に噛み合う第二櫛歯が設けられた昇降路側可動床と、建築体側可動床及び昇降路側可動床の下方において建築体側固定体及び昇降路側固定体間に渡って設けられ、下方に向かって湾曲する床下支持板とを備えたものである。   The elevator landing apparatus for a seismic isolation building according to the present invention includes a base building and a seismic isolation building supported by the base building through a seismic isolation device, and a hoistway is formed, and the elevator landing of the building In the elevator system for seismically isolated buildings, where the boarding / alighting path provided between the car and the car stopped at this landing is deformed in conjunction with the relative displacement between the two buildings, one end is provided on the building-side stationary body The building-side movable floor is provided with the first comb teeth protruding to the hoistway side at the other end and the one end is provided on the hoistway-side fixed body. A hoistway-side movable floor that forms a hoistway-side floor surface of the passage and is provided with a second comb tooth that protrudes toward the building body and meshes with the first comb teeth at the other end, and the building-side movable floor and the hoistway-side movable floor The building side fixed body and ascending below Provided over between the roadside stationary body, in which a floor supporting plate which is curved downward.

この発明は、基部建築体及びこの基部建築体に免震装置を介して支持された免震建築体に渡って昇降路が形成され、建築体のエレベータ乗場からこの乗場に停止したかごまでの間に設けられた乗降通路が、両建築体間の相対変位に連動して変形する免震建物用エレベータの乗場装置において、一端部が建築体側固定体に設けられて乗降通路の建築体側床面を形成するとともに、他端部に、昇降路側に突出する第一櫛歯が設けられた建築体側可動床と、一端部が昇降路側固定体に設けられて乗降通路の昇降路側床面を形成するとともに、他端部に、建築体側に突出して第一櫛歯に噛み合う第二櫛歯が設けられた昇降路側可動床と、建築体側可動床及び昇降路側可動床の下方において建築体側固定体及び昇降路側固定体間に渡って設けられ、下方に向かって湾曲する床下支持板とを備える構成としたことで、乗降通路の床面の段差を無くすとともに、安価で簡易に構成することができる。   In this invention, a hoistway is formed over the base building and the base-isolated building supported by the base building via a base-isolating device, and between the elevator landing of the building and the car stopped at this landing In the elevator apparatus for a seismic isolation building in which the entrance / exit passage is deformed in conjunction with the relative displacement between the two buildings, one end of the entrance / exit passage is provided on the building side fixed body, and the building side floor surface of the entrance / exit passage is provided. While forming, the other end part is provided with the first comb teeth projecting toward the hoistway side, and the one end part is provided on the hoistway side fixed body to form the hoistway side floor surface of the entrance / exit passage A hoistway side movable floor provided with a second comb tooth projecting toward the building body and meshing with the first comb teeth at the other end, and the building side fixed body and the hoistway side below the building side movable floor and the hoistway side movable floor Provided between fixed bodies, below Headed by construction and the further comprising a floor support plate which is curved, with eliminating the step of floor boarding passage, can be simply constructed at low cost.

この発明をより詳細に説明するため、添付の図面に従ってこれを説明する。なお、各図中、同一又は相当する部分には同一の符号を付しており、その重複説明は適宜に簡略化ないし省略する。   In order to explain the present invention in more detail, it will be described with reference to the accompanying drawings. In addition, in each figure, the same code | symbol is attached | subjected to the part which is the same or it corresponds, The duplication description is simplified or abbreviate | omitted suitably.

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に示す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はこの発明の実施の形態1における免震建物用エレベータの乗場装置の側面図、図4はその要部詳細図、図5は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乗場装置の平面図、図6は地震時の状況を説明する図3相当図、図7はその図5相当図、図8は地震時の他の状況を説明する図3相当図、図9はその図5相当図、図10は図8及び図9に示す場合とは異なる地震時の他の状況を説明する図3相当図である。
Embodiment 1 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 of the earthquake-proof building elevator shown in FIG. 1, and FIG. 3 is a diagram according to Embodiment 1 of the present invention. FIG. 4 is a detailed view of a main part thereof, FIG. 5 is a plan view of the elevator device for a base-isolated building according to Embodiment 1 of the present invention, and FIG. FIG. 7 is a diagram corresponding to FIG. 5, FIG. 8 is a diagram corresponding to FIG. 3, FIG. 9 is a diagram corresponding to FIG. 5, FIG. 10 is a diagram corresponding to FIG. FIG. 10 is a diagram corresponding to FIG. 3 for explaining another situation at the time of an earthquake different from the case shown in FIG. 9.

図1及び図2において、免震建物は、大地1に建築された基部建築体2と、この基部建築体2の上部の免震装置3を介して支持された免震建築体4とから構成される。そして、基部建築体2から免震建築体4に渡って縦通するように昇降路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の下部の間に渡って、即ち、免震装置3の高さから所定距離上方及び下方に渡って、複数の可動昇降路枠6が互いに所定の間隔を有して配置されている。また、可動昇降路枠6とこの可動昇降路枠6の設置高さに対応する両建築体2及び4のエレベータ乗場との間には、乗降通路7が設けられている。   1 and 2, the base-isolated building is composed of a base building 2 built on the ground 1 and a base-isolating building 4 supported via a base-isolating device 3 on the top of the base building 2. Is done. And the hoistway 5 is provided so that it may pass through from the base building 2 to the seismic isolation building 4, and between the upper part of the base building 2 in the hoistway 5 and the lower part of the seismic isolation building 4 is provided. That is, a plurality of movable hoistway frames 6 are arranged at predetermined intervals from each other over a predetermined distance above and below the height of the seismic isolation device 3. Moreover, the boarding / alighting path 7 is provided between the movable hoistway frame 6 and the elevator halls of the two buildings 2 and 4 corresponding to the installation height of the movable hoistway frame 6.

また、昇降路5内には、エレベータのかご8の昇降を案内するかご用案内レール9が、基部建築体2の下部から免震建築体4の上部に渡る昇降路5の底面から頂部に渡って立設されている。そして、このかご用案内レール9は、基部建築体2の上部から免震建築体4の下部に渡って設けられた各可動昇降路枠6に連結されている。一方、釣合い重り10の昇降を案内する釣合い重り用案内レール11は、かご用案内レール9と同様に、昇降路5の底面から頂部に渡って立設されるとともに、基部建築体2の上部から免震建築体4の下部において各可動昇降路枠6に連結されている。   Also, in the hoistway 5, a car guide rail 9 that guides the elevator car 8 is lifted from the bottom of the base building 2 to the upper part of the seismic isolation building 4 from the bottom to the top. Standing up. The car guide rail 9 is connected to each movable hoistway frame 6 provided from the upper part of the base building 2 to the lower part of the seismic isolation building 4. On the other hand, the counterweight guide rail 11 that guides the lifting and lowering of the counterweight 10 is erected from the bottom of the hoistway 5 to the top and from the top of the base building body 2, similarly to the car guide rail 9. The lower part of the seismic isolation building 4 is connected to each movable hoistway frame 6.

また、昇降路5の上方となる免震建築体4の上部には、機械室12が設けられており、この機械室12内に駆動綱車13を備えた巻上機が設置されている。巻上機の駆動綱車13には、かご8及び釣合い重り10を互いに釣瓶式に懸吊する主索14が巻き掛けられており、上記駆動綱車13が回動して主索14が移動することにより、かご8及び釣合い重り10が互いに逆方向に昇降路5内を昇降する。なお、昇降路5の底面には、かご8及び釣合い重り10のそれぞれに対向して緩衝器15が立設されている。   A machine room 12 is provided above the seismic isolation building 4 above the hoistway 5, and a hoisting machine having a drive sheave 13 is installed in the machine room 12. A main rope 14 that suspends the car 8 and the counterweight 10 in a fishing bottle shape is wound around the driving sheave 13 of the hoisting machine, and the driving rope 13 rotates to move the main rope 14. As a result, the car 8 and the counterweight 10 move up and down in the hoistway 5 in opposite directions. A shock absorber 15 is erected on the bottom surface of the hoistway 5 so as to face the car 8 and the counterweight 10.

かかる構成を有する免震建物では、地震発生時、図2に示すように、免震装置3を境に基部建築体2と免震建築体4との間に水平方向の相対変位が生じる。なお、昇降路5内に立設された両案内レール9及び11は、地震時に発生する上記両建築体2及び4間の相対変位に合わせて変位するように構成されている。即ち、基部建築体2の上部から免震建築体4の下部に渡って配置された両案内レール9及び11の各一部が、両建築体2及び4間に生じる相対変位に合わせて傾斜することにより、地震発生時においても、両案内レール9及び11が昇降路の頂部から底部に渡ってそれぞれ連続するように構成されている。   In the seismic isolation building having such a configuration, when an earthquake occurs, as shown in FIG. 2, a horizontal relative displacement occurs between the base building 2 and the seismic isolation building 4 with the seismic isolation device 3 as a boundary. In addition, both the guide rails 9 and 11 standingly arranged in the hoistway 5 are comprised so that it may be displaced according to the relative displacement between the said both buildings 2 and 4 which generate | occur | produce at the time of an earthquake. That is, each part of both guide rails 9 and 11 arranged from the upper part of the base building 2 to the lower part of the base-isolated building 4 is inclined according to the relative displacement generated between the two buildings 2 and 4. Thus, even when an earthquake occurs, both guide rails 9 and 11 are configured to continue from the top to the bottom of the hoistway.

また、両案内レール9及び11に連結された可動昇降路枠6も、地震発生時、両案内レール9及び11とともに傾斜する。このため、両建築体2及び4と可動昇降路枠6との間に設けられた乗降通路7は、地震発生時における可動昇降路枠6の変位に対応して変形するように構成されている。
以下に、建築体2及び4の所定の乗場と可動昇降路枠6、即ち、前記乗場に停止するかご8との間に設けられた乗降通路7の構成について詳細に説明する。
Further, the movable hoistway frame 6 connected to both the guide rails 9 and 11 is also tilted together with the both guide rails 9 and 11 when an earthquake occurs. For this reason, the entrance / exit passage 7 provided between the two buildings 2 and 4 and the movable hoistway frame 6 is configured to be deformed in response to the displacement of the movable hoistway frame 6 when an earthquake occurs. .
Below, the structure of the boarding / alighting passage 7 provided between the predetermined landing of the buildings 2 and 4 and the movable hoistway frame 6, that is, the car 8 stopped at the landing will be described in detail.

図3乃至図5において、免震建物の所定の階床に設けられた乗降通路7は、そのかご8側、即ち、昇降路5側に、乗降通路7の一側となる昇降路側出入口を形成する昇降路側出入口三方枠16が、支持材等を介して可動昇降路枠6に設けられている。また、可動昇降路枠6には、昇降路側出入口三方枠16により形成された乗降通路7の昇降路側出入口を開閉する乗場の戸17、及び、この乗場の戸17の下端部を案内する敷居18が設けられている。一方、昇降路側出入口三方枠16に対向する建築体2又は4(以下、実施の形態において「建築体2」という)側には、乗降通路7の他側となる建築体側出入口を形成する建築体側出入口三方枠19が設けられている。   3 to 5, the boarding passage 7 provided on a predetermined floor of the base-isolated building forms a hoistway side entrance which is one side of the boarding passage 7 on the car 8 side, that is, the hoistway 5 side. The hoistway side entrance / exit three-way frame 16 is provided on the movable hoistway frame 6 via a support member or the like. The movable hoistway frame 6 has a landing door 17 that opens and closes the hoistway side doorway of the boarding passage 7 formed by the hoistway side doorway three-way frame 16, and a threshold 18 that guides the lower end portion of the landing door 17. Is provided. On the other hand, on the side of the building 2 or 4 (hereinafter referred to as “building 2” in the embodiment) facing the hoistway side entrance / exit three-way frame 16, the building side forming the building side entrance which is the other side of the entrance / exit passage 7. An entrance / exit three-way frame 19 is provided.

そして、建築体側出入口三方枠19の上縁部に配置された建築体側可動天井板20と、昇降路側出入口三方枠16の上縁部に配置された昇降路側可動天井21とにより、乗降通路7の天井面が形成される。上記建築体側可動天井板20は、建築体側端部が建築体側出入口三方枠19に回動自在に設けられるとともに、昇降路側端部が昇降路側出入口三方枠16に向かって突設されて、上下方向に変位自在に構成されている。一方、上記昇降路側可動天井21は、複数枚、例えば3枚の門型ステンレス板により構成されている。即ち、昇降路側可動天井21は、建築体側可動天井板20の内側に摺動自在に嵌め込まれた第一の昇降路側可動天井板21aと、この第一の昇降路側可動天井板21aの内側に摺動自在に嵌め込まれた第二の昇降路側可動天井板21bと、この第二の昇降路側可動天井板21bの内側に摺動自在に嵌め込まれた第三の昇降路側可動天井板21cとから構成された三層構造を呈している。そして、昇降路側可動天井21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、地震の揺れに合わせて変位する。なお、第三の昇降路側可動天井板21cの昇降路側端部は、水平軸線を介して昇降路側出入口三方枠16に着脱自在に枢着されている。   And the building side movable ceiling board 20 arrange | positioned in the upper edge part of the building side entrance / exit three-way frame 19 and the hoistway side movable ceiling 21 arrange | positioned in the upper edge part of the hoistway side entrance / exit three-side frame 16 of the entrance / exit passage 7 are provided. A ceiling surface is formed. The building-side movable ceiling plate 20 has a building-side end rotatably provided on the building-side entrance / exit three-way frame 19, and a hoistway-side end projecting toward the hoistway-side entrance / exit three-sided frame 16. It is configured to be freely displaceable. On the other hand, the hoistway side movable ceiling 21 is composed of a plurality of, for example, three portal stainless steel plates. That is, the hoistway side movable ceiling 21 is slid inside the first hoistway side movable ceiling plate 21a and the first hoistway side movable ceiling plate 21a slidably fitted inside the building side movable ceiling plate 20. It is composed of a second hoistway side movable ceiling plate 21b that is movably fitted, and a third hoistway side movable ceiling plate 21c that is slidably fitted inside the second hoistway side movable ceiling plate 21b. It has a three-layer structure. Then, the hoistway side movable ceiling 21 expands and contracts at the portions slidably fitted to each other when an earthquake occurs, and is displaced according to the shaking of the earthquake. The hoistway side end of the third hoistway side movable ceiling plate 21c is pivotally attached to the hoistway side entrance / exit three-way frame 16 via a horizontal axis.

なお、乗降通路7の天井面を形成する建築体側可動天井板20と各昇降路側可動天井板21a乃至21cとの上方の左右2箇所には、水平方向に配置されたパンタグラフ動作機構からなる伸縮連結リンク22が設けられている。この伸縮連結リンク22の両端部は、枢軸ピン23a及び23bにより建築体側可動天井板20と第三の昇降路側可動天井板21cに枢支されている。また、伸縮連結リンク22の中間部の枢軸ピン23c及び23dは、第一及び第二の昇降路側可動天井板21a及び21bにそれぞれ枢支されており、この第一の昇降路側可動天井板21a及び第二の昇降路側可動天井板21bの枢支部分には、枢軸ピン23c及び23dが挿入される長孔(図示せず)が形成されている。   In addition, the expansion and contraction connection which consists of the pantograph operation mechanism arrange | positioned in the horizontal direction in the two places on the right and left above the building-side movable ceiling plate 20 and the hoistway-side movable ceiling plates 21a to 21c that form the ceiling surface of the entrance / exit passage 7 A link 22 is provided. Both ends of the telescopic connection link 22 are pivotally supported on the building-side movable ceiling plate 20 and the third hoistway-side movable ceiling plate 21c by pivot pins 23a and 23b. The pivot pins 23c and 23d at the intermediate portion of the telescopic connection link 22 are pivotally supported by the first and second hoistway side movable ceiling plates 21a and 21b, respectively. A long hole (not shown) into which the pivot pins 23c and 23d are inserted is formed in the pivotal support portion of the second hoistway side movable ceiling plate 21b.

また、乗降通路7の各側壁面は、乗降通路7の建築体側出入口の側縁部を形成する建築体側出入口三方枠19の建築体側縦枠19aと、乗降通路7の昇降路側出入口の側縁部を形成する昇降路側出入口三方枠16の昇降路側縦枠16aとの間に渡って設けられた1枚のバネ鋼板やステンレス鋼板等からなる可動側壁板24によりそれぞれ構成されている。そして、各可動側壁板24は、建築体側端部及び昇降路側端部間に渡って、乗降通路7の外側に向かって凸状を呈するように湾曲され、建築体側端部が建築体側縦枠19aに、昇降路側端部が昇降路側縦枠16aにそれぞれ枢設されている。なお、実施の形態1においては可動側壁板24の建築体側端部が建築体側縦枠19aに、昇降路側端部が昇降路側縦枠16aにそれぞれ枢設されているが、可動側壁板24は、乗降通路7の外側に向かって湾曲するように建築体側縦枠19a及び昇降路側縦枠16a間に渡って配置されて乗降通路7の側壁面を形成していれば良く、例えば、一端部が建築体側の固定体に、他端部が昇降路側の固定体にそれぞれ枢設されるように構成することもできる。   Moreover, each side wall surface of the boarding / alighting passage 7 is a side edge part of the building side vertical frame 19a of the building side entrance / exit three-way frame 19 that forms the side edge part of the building side entrance / exit of the boarding / exiting passage 7 and the side entrance of the hoistway side entrance / exit Are formed by a movable side wall plate 24 made of a single spring steel plate, stainless steel plate or the like provided between the hoistway side entrance / exit three-way frame 16 and the hoistway side vertical frame 16a. And each movable side wall board 24 is curved so that it may protrude toward the outer side of the boarding passage 7 across the building side edge part and the hoistway side edge part, and a building side edge part is the building side vertical frame 19a. In addition, the hoistway side end is pivotally provided on the hoistway side vertical frame 16a. In Embodiment 1, the building side end of the movable side wall plate 24 is pivoted to the building side vertical frame 19a, and the hoistway side end is pivoted to the hoistway side vertical frame 16a. What is necessary is just to arrange | position between the building side vertical frame 19a and the hoistway side vertical frame 16a so that it may curve toward the outer side of the boarding / alighting passage 7, and to form the side wall surface of the boarding / alighting passage 7, for example, one end part is construction The body-side fixed body may be configured such that the other end is pivotally provided on the hoistway-side fixed body.

また、乗降通路7の床面は、建築体側出入口三方枠19の下縁部に配置されて乗降通路7の建築体側床面を形成する建築体側可動床25と、昇降路側出入口三方枠16の下縁部に配置されて乗降通路7の昇降路側床面を形成する昇降路側可動床26とにより、互いの上面が面一に配置されて全面に渡って平坦に構成される。上記建築体側可動床25は、建築体側端部が建築体2又は建築体側固定体に回動自在に設けられ、昇降路側端部が、昇降路側出入口三方枠16に向かって突設されて、上下方向に変位自在に構成されている。そして、建築体側可動床25の昇降路側端部には、間口方向に渡って等間隔に配置された無数の櫛歯25a(第一櫛歯)が昇降路側に突出するように設けられており、この櫛歯25aは、昇降路側に突出した先端部が間口方向に変位自在となるように、反先端部が、垂直方向に軸方向を有する回動軸に回動自在に設けられている。   The floor surface of the entrance / exit passage 7 is arranged at the lower edge of the building side entrance / exit three-way frame 19 to form the building side movable floor 25 forming the building side floor surface of the entrance / exit passage 7 and the hoistway side entrance / exit side three-way frame 16. By the hoistway-side movable floor 26 that is arranged at the edge and forms the hoistway-side floor of the boarding passage 7, the upper surfaces of the hoistway-side movable floors 26 are arranged flush with each other. The building-side movable floor 25 has a building-side end rotatably provided on the building 2 or the building-side fixed body, and a hoistway-side end projecting toward the hoistway-side entrance / exit three-way frame 16, It is configured to be freely displaceable in the direction. And, at the end of the hoistway side of the building-side movable floor 25, innumerable comb teeth 25a (first comb teeth) arranged at equal intervals over the frontage direction are provided so as to protrude toward the hoistway side, The comb teeth 25a are provided so that the tip end protruding to the hoistway side is displaceable in the frontage direction so that the counter tip is rotatable on a rotation shaft having an axial direction in the vertical direction.

一方、上記昇降路側可動床26は、昇降路側端部が昇降路側固定体の一つである敷居18に水平軸線27等を介して設けられ、建築体側端部が、建築体側出入口三方枠19に向かって突設されている。そして、昇降路側可動床26の建築体側端部には、間口方向に渡って等間隔に配置された無数の櫛歯26a(第二櫛歯)が、建築体側に突出して建築体側可動床25の櫛歯25aに噛み合うように設けられている。なお、上記櫛歯26aは、櫛歯25aと同様に、建築体側に突出した先端部が間口方向に変位自在となるように、その反先端部が、垂直方向に軸方向を有する回動軸に回動自在に設けられている。また、建築体側可動床25の櫛歯25aと昇降路側可動床26の櫛歯26aは乗降通路7の通路方向に相当の距離をもって噛み合っており、地震発生時に建築体側可動床25と昇降路側可動床26との噛み合い距離が最小となっても、乗降通路7の床面が確実且つ十分に確保されるように構成されている。   On the other hand, the hoistway side movable floor 26 is provided on the sill 18 whose hoistway side end is one of the hoistway side fixed bodies via a horizontal axis 27 or the like, and the building side end is provided on the building side entrance three-way frame 19. It protrudes toward you. And the innumerable comb teeth 26a (second comb teeth) arranged at equal intervals in the frontage direction project to the building side at the end of the hoistway side movable floor 26 in the frontage direction, and the building side movable floor 25 It is provided so as to mesh with the comb teeth 25a. The comb teeth 26a, like the comb teeth 25a, have a countershaft portion as a rotating shaft having an axial direction in the vertical direction so that the tip portion protruding toward the building can be displaced in the frontage direction. It is provided rotatably. Further, the comb teeth 25a of the building-side movable floor 25 and the comb teeth 26a of the hoistway-side movable floor 26 are engaged with each other with a considerable distance in the direction of the getting-on / off passage 7, and when the earthquake occurs, the building-side movable floor 25 and the hoistway-side movable floor are engaged. Even if the meshing distance with 26 is minimized, the floor surface of the entrance / exit passage 7 is configured to be surely and sufficiently secured.

また、建築体側可動床25及び昇降路側可動床26の下方には、建築体2と可動昇降路枠6に連結された支持体28との間に渡って、1枚のバネ鋼板やステンレス鋼板等からなる補強用の床下支持板29が設けられている。この床下支持板29は、下方に向かって凸状を呈するように湾曲され、その昇降路側縁部が、間口方向に設けられた水平軸線30を介して支持体28に回動自在に設けられている。また、床下支持板29の建築体側端部は、建築体2に設けられたスライド機構31及びこのスライド機構31の間口方向に設けられた水平軸線32を介して、回動自在で且つ建築体2に対して間口方向に移動自在に設けられている。なお、上記スライド機構31は、上端部が昇降路側に突出するように下端部が建築体2に固定されたL字状を呈する取付板31aと、この取付板31aに設けられたレール31bと、このレール31bに案内されて間口方向に摺動する移動体31cとから構成され、水平軸線32は、移動体31cに設けられている。   Further, below the building-side movable floor 25 and the hoistway-side movable floor 26, a single spring steel plate, stainless steel plate or the like is provided between the building body 2 and the support body 28 connected to the movable hoistway frame 6. An underfloor support plate 29 for reinforcement is provided. The underfloor support plate 29 is curved so as to project downward, and its hoistway side edge is rotatably provided on the support 28 via a horizontal axis 30 provided in the frontage direction. Yes. Further, the end of the underfloor support plate 29 on the side of the building is rotatable through the slide mechanism 31 provided in the building 2 and the horizontal axis 32 provided in the frontage direction of the slide mechanism 31 and the building 2 It is provided so as to be movable in the frontage direction. The slide mechanism 31 includes an L-shaped attachment plate 31a having a lower end fixed to the building body 2 such that the upper end protrudes toward the hoistway, and a rail 31b provided on the attachment plate 31a. The moving body 31c is guided by the rail 31b and slides in the frontage direction, and the horizontal axis 32 is provided on the moving body 31c.

次に、かかる構成を有する乗場装置の地震発生時の動作について説明する。
図6及び図7は、地震の揺れにより乗降通路7が最も短縮されて、建築体側出入口三方枠19と昇降通路側出入口三方枠16とが最も接近した状態を示したものである。図6及び図7において、地震発生時、建築体側可動床25と昇降路側可動床26とが接近することにより、櫛歯25a及び26aの噛み合い量が増加して乗降通路7が短縮される。この時、建築体側可動床25の櫛歯25aの先端部が昇降路側可動床26に接触しないように、また、昇降路側可動床26の櫛歯26aの先端部が建築体側可動床25に接触しないように、各櫛歯25a及び26aの長さ及び櫛歯25a又は26a間の間隙の長さが設定されている。
Next, the operation of the hall device having such a configuration when an earthquake occurs will be described.
6 and 7 show a state in which the entrance / exit passage 7 is shortened the most due to the shaking of the earthquake, and the building side entrance / exit three-way frame 19 and the lift passage side entrance / exit three-way frame 16 are closest to each other. 6 and 7, when the earthquake occurs, the building-side movable floor 25 and the hoistway-side movable floor 26 approach each other, so that the amount of meshing of the comb teeth 25a and 26a increases and the boarding / alighting passage 7 is shortened. At this time, the tip of the comb teeth 25a of the building-side movable floor 25 is not in contact with the hoistway-side movable floor 26, and the tip of the comb teeth 26a of the hoistway-side movable floor 26 is not in contact with the building-side movable floor 25. In this way, the length of each comb tooth 25a and 26a and the length of the gap between the comb teeth 25a or 26a are set.

一方、床下支持板29は、乗降通路7が短縮されることにより、通常時よりさらに湾曲された状態となる。この時、建築体側縁部と昇降路側縁部とは、床下支持板29の弾性変形に合わせて水平軸線32及び30を中心に回動する。なお、床下支持板29は、乗降通路7が最も短縮された図6に示す状態になっても塑性変形は生じず、地震の揺れが収まった際に元の状態に戻るように構成されている。   On the other hand, the underfloor support plate 29 is in a state of being further curved as compared with the normal time due to the shortening of the entrance / exit passage 7. At this time, the building side edge and the hoistway side edge rotate around the horizontal axes 32 and 30 in accordance with the elastic deformation of the underfloor support plate 29. The underfloor support plate 29 is configured to return to its original state when the shaking of the earthquake is settled without causing plastic deformation even when the boarding passage 7 is in the state shown in FIG. .

また、図8及び図9は、地震の揺れにより乗降通路7が最も伸長されて、建築体側出入口三方枠19と昇降路側出入口三方枠16とが最も離れた場合を示したものである。図8及び図9において、地震発生時、建築体側可動床25と昇降路側可動床26とが離れることにより、櫛歯25a及び26aの噛み合い量が減少して乗降通路7が伸長される。このように、櫛歯25a及び26aの噛み合い量が最小となっても、乗降通路7の床面が確実且つ十分に確保されるように、櫛歯25a及び26aの長さが設定されている。   8 and 9 show a case where the boarding / exiting passage 7 is most elongated due to the shaking of the earthquake, and the building side entrance / exit three-way frame 19 and the hoistway side entrance / exit three-side frame 16 are most separated. 8 and 9, when the earthquake occurs, the building-side movable floor 25 and the hoistway-side movable floor 26 are separated from each other, so that the meshing amount of the comb teeth 25a and 26a is reduced and the getting-on / off passage 7 is extended. As described above, the lengths of the comb teeth 25a and 26a are set so that the floor surface of the entrance / exit passage 7 can be surely and sufficiently secured even when the meshing amount of the comb teeth 25a and 26a is minimized.

一方、床下支持板29は、乗降通路7が伸張されることにより、通常時より曲率が大きくなった状態となる。この時、建築体側縁部と昇降路側縁部とは、床下支持板29の弾性変形に合わせて水平軸線32及び30を中心に回動する。なお、床下支持板29は、乗降通路7が最も伸長した図8に示す状態になっても、下方に向かって常時凸状に湾曲するように規制されている。即ち、床下支持板29は、建築体側縁部から昇降路側縁部までの長さが、地震の揺れによって変化する水平軸線32及び30間の直線距離よりも長くなるように設定されている。   On the other hand, the underfloor support plate 29 is in a state in which the curvature is larger than that in the normal state due to the extension of the passenger passage 7. At this time, the building side edge and the hoistway side edge rotate around the horizontal axes 32 and 30 in accordance with the elastic deformation of the underfloor support plate 29. The underfloor support plate 29 is regulated so as to be always curved in a downward convex direction even when the boarding passage 7 is in the state shown in FIG. That is, the underfloor support plate 29 is set such that the length from the building side edge to the hoistway side edge is longer than the linear distance between the horizontal axes 32 and 30 that change due to the shaking of the earthquake.

図10は、地震の揺れにより乗降通路7に横方向(間口方向)の変位が生じた状態を示したものである。図10において、地震発生時、建築体側可動床25と昇降路側可動床26との間に間口方向の変位が生じると、櫛歯25a及び26aは、先端部が噛み合った状態を維持しながら建築体側可動床25と昇降路側可動床26との間口方向の変位に追従する。即ち、櫛歯25a及び26aは、櫛歯25aの建築体側及び櫛歯26aの昇降路側がそれぞれ回動することにより、互いに平行な状態を維持するように動作する。   FIG. 10 shows a state in which displacement in the lateral direction (frontage direction) occurs in the boarding / alighting passage 7 due to the shaking of the earthquake. In FIG. 10, when an earthquake occurs, if a displacement in the frontage direction occurs between the building-side movable floor 25 and the hoistway-side movable floor 26, the comb teeth 25a and 26a are on the building side while maintaining the state where the tips are engaged. It follows the displacement in the frontage direction between the movable floor 25 and the hoistway side movable floor 26. That is, the comb teeth 25a and 26a operate so as to maintain a parallel state by rotating the building side of the comb teeth 25a and the hoistway side of the comb teeth 26a, respectively.

一方、床下支持板29は、建築体側可動床25と昇降路側可動床26との間に間口方向の相対変位が発生すると、建築体側縁部がスライド機構31の動作により昇降路側可動床26に連動して間口方向に移動する。なお、実施の形態1においては、スライド機構31が床下支持板29の建築体側縁部に設けられているが、このスライド機構31を昇降路側縁部に設けて、地震発生時に床下支持板29を建築体2に連動して間口方向に移動するように構成しても同様の効果を得ることは言うまでもない。   On the other hand, when a relative displacement in the frontage direction occurs between the building-side movable floor 25 and the hoistway-side movable floor 26, the under-floor support plate 29 is interlocked with the hoistway-side movable floor 26 by the operation of the slide mechanism 31. Then move in the frontage direction. In the first embodiment, the slide mechanism 31 is provided at the building side edge of the underfloor support plate 29. However, the slide mechanism 31 is provided at the edge of the hoistway so that the underfloor support plate 29 is provided when an earthquake occurs. It goes without saying that the same effect can be obtained even if the structure is configured to move in the frontage direction in conjunction with the building 2.

この発明の実施の形態1によれば、地震の揺れによって乗降通路7が変形した場合でも、櫛歯25a及び26aが、建築体側可動床25及び昇降路側可動床26の変位に追従して、あらゆる方向の変位を吸収することが可能となる。また、建築体側可動床25と昇降路側可動床26とは、乗降通路7の床面となる上面が全体に渡って平坦に構成されている。このため、乗降通路7を通過する利用者が躓いたり、台車や手荷物等が段差に引っ掛かったりするといったことも防止することができ、車椅子の利用者も通過が容易となる。なお、乗降通路7の床面全体が平坦に構成されるため、乗降通路7の床面と側壁との間を可動巾木により塞ぐ構成を採用する場合にも、可動巾木の構成を簡素化することができる。   According to the first embodiment of the present invention, even when the getting-on / off passage 7 is deformed by an earthquake, the comb teeth 25a and 26a follow the displacement of the building-side movable floor 25 and the hoistway-side movable floor 26, It becomes possible to absorb the displacement in the direction. In addition, the building-side movable floor 25 and the hoistway-side movable floor 26 are configured so that the upper surface serving as the floor surface of the boarding passage 7 is flat throughout. For this reason, it is possible to prevent a user who passes through the getting-on / off passage 7 from crawling or a cart, baggage, or the like from being caught on a step, and a wheelchair user can easily pass through. Since the entire floor surface of the entrance / exit passage 7 is configured to be flat, the structure of the movable baseboard is simplified even when adopting a configuration in which the space between the floor surface and the side wall of the entrance / exit passage 7 is closed by the movable baseboard. can do.

また、建築体側可動床25と昇降路側可動床26との下方に補強用の床下支持板29が設けられているため、強度的にも安全である。なお、この床下支持板29は、櫛歯25a及び26aの隙間からの落下物を受け止める機能や、乗降通路7を通過する利用者が櫛歯25a及び26aの隙間から下方を見ることができないようにする目隠しの機能も同時に有することとなる。   Further, since the reinforcing underfloor support plate 29 is provided below the building-side movable floor 25 and the hoistway-side movable floor 26, it is safe in terms of strength. The underfloor support plate 29 has a function of receiving a fallen object from the gap between the comb teeth 25a and 26a, and prevents a user passing through the getting-on / off passage 7 from looking down from the gap between the comb teeth 25a and 26a. It also has a blindfold function.

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に示す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 seismic isolation buildings shown in 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乗場装置の側面図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a side view of the elevator apparatus for base-isolated buildings in Embodiment 1 of this invention. 図3に示す免震建物用エレベータの乗場装置の要部詳細図である。It is a principal part detail drawing of the landing apparatus of the elevator for seismic isolation buildings shown in 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乗場装置の平面図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a top view of the landing apparatus of the elevator for seismic isolation buildings in Embodiment 1 of this invention. 地震時の状況を説明する図3相当図である。FIG. 4 is a diagram corresponding to FIG. 3 for explaining the situation at the time of an earthquake. 地震時の状況を説明する図5相当図である。FIG. 6 is a diagram corresponding to FIG. 5 for explaining the situation at the time of an earthquake. 地震時の他の状況を説明する図3相当図である。FIG. 4 is a diagram corresponding to FIG. 3 for explaining another situation during an earthquake. 地震時の他の状況を説明する図5相当図である。FIG. 6 is a diagram corresponding to FIG. 5 for explaining another situation during an earthquake. 地震時の他の状況を説明する図3相当図である。FIG. 4 is a diagram corresponding to FIG. 3 for explaining another situation during an earthquake.

符号の説明Explanation of symbols

1 大地
2 基部建築体
3 免震装置
4 免震建築体
5 昇降路
6 可動昇降路枠
7 乗降通路
8 かご
9 かご用案内レール
10 釣合い重り
11 釣合い重り用案内レール
12 機械室
13 駆動綱車
14 主索
15 緩衝器
16 昇降路側出入口三方枠
16a 昇降路側縦枠
17 乗場の戸
18 敷居
19 建築体側出入口三方枠
19a 建築体側縦枠
20 建築体側可動天井板
21 昇降路側可動天井
21a〜21c 第一〜第三の昇降路側可動天井板
22 伸縮連結リンク
23a〜23d 枢軸ピン
24 可動側壁板
25 建築体側可動床
25a、26a 櫛歯
26 昇降路側可動床
27、30、32 水平軸線
28 支持体
29 床下支持板
31 スライド機構
31a 取付板
31b レール
31c 移動体
DESCRIPTION OF SYMBOLS 1 Ground 2 Base building body 3 Seismic isolation apparatus 4 Seismic isolation building body 5 Hoistway 6 Movable hoistway frame 7 Boarding passage 8 Car 9 Car guide rail 10 Counterweight 11 Counterweight guide rail 12 Machine room 13 Drive sheave 14 Main rope 15 Shock absorber 16 Hoistway side entrance three-way frame 16a Hoistway side vertical frame 17 Door of door 18 Sill 19 Building side doorway three way frame 19a Building side vertical frame 20 Building side movable ceiling plate 21 Hoistway side movable ceiling 21a-21c First- 3rd hoistway side movable ceiling board 22 telescopic connection link 23a-23d pivot pin 24 movable side wall board 25 building side movable floor 25a, 26a comb tooth 26 hoistway side movable floor 27, 30, 32 horizontal axis 28 support body 29 underfloor support board 31 Slide mechanism 31a Mounting plate 31b Rail 31c Moving object

Claims (5)

基部建築体及びこの基部建築体に免震装置を介して支持された免震建築体に渡って昇降路が形成され、前記建築体のエレベータ乗場からこの乗場に停止したかごまでの間に設けられた乗降通路が、前記両建築体間の相対変位に連動して変形する免震建物用エレベータの乗場装置において、一端部が建築体側固定体に設けられて前記乗降通路の建築体側床面を形成するとともに、他端部に、昇降路側に突出する第一櫛歯が設けられた建築体側可動床と、一端部が昇降路側固定体に設けられて前記乗降通路の昇降路側床面を形成するとともに、他端部に、建築体側に突出して前記第一櫛歯に噛み合う第二櫛歯が設けられた昇降路側可動床と、前記建築体側可動床及び前記昇降路側可動床の下方において建築体側固定体及び昇降路側固定体間に渡って設けられ、下方に向かって湾曲する床下支持板とを備えたことを特徴とする免震建物用エレベータの乗場装置。   A hoistway is formed across the base building and the base-isolated building supported by the base building via a seismic isolation device, and is provided between the elevator landing of the building and the car stopped at the landing. In an elevator hall device for a seismic isolation building in which the entrance / exit passage is deformed in conjunction with the relative displacement between the two buildings, one end is provided on the building-side fixed body to form the building-side floor surface of the entrance / exit passage And, at the other end, the building-side movable floor provided with the first comb teeth protruding toward the hoistway, and the one end provided on the hoistway-side fixed body to form the hoistway-side floor of the boarding passage. A hoistway-side movable floor provided at the other end with a second comb tooth projecting toward the building body and meshing with the first comb tooth, and the building-side fixed body below the building body-side movable floor and the hoistway-side movable floor And between the hoistway side fixed bodies Provided, hall device seismic isolation building elevator, characterized in that a floor support plate which is curved downward. 床下支持板は、一端部が建築体側固定体に、また、他端部が昇降路側固定体に回動自在に設けられるとともに、一端部及び他端部の何れか一方が、前記建築体側固定体又は前記昇降路側固定体に対して間口方向に移動自在に設けられたことを特徴とする請求項1に記載の免震建物用エレベータの乗場装置。   The underfloor support plate is rotatably provided at one end on the building-side fixed body and at the other end on the hoistway-side fixed body, and one of the one end and the other end is provided on the building-side fixed body. Alternatively, the elevator apparatus for a seismic isolation building according to claim 1, wherein the landing apparatus is provided so as to be movable in a frontage direction with respect to the hoistway side fixed body. 床下支持板は、乗降通路が両建築体間の相対変位に連動して変形した際にも、下方に向かって常時湾曲するように規制されたことを特徴とする請求項1又は請求項2に記載の免震建物用エレベータの乗場装置。   The underfloor support plate is regulated so as to be always curved downward when the boarding passage is deformed in conjunction with the relative displacement between the two buildings. The elevator equipment for the seismically isolated building described. 第一櫛歯及び第二櫛歯は、互いに噛み合う先端部が間口方向に移動自在となるように、反先端部が回動自在に設けられたことを特徴とする請求項1から請求項3の何れかに記載の免震建物用エレベータの乗場装置。   The first comb teeth and the second comb teeth are provided with anti-tip portions that are rotatable so that the tip portions meshing with each other can move in the frontage direction. A base device for an elevator for a base-isolated building according to any one of the above. 建築体側可動床と昇降路側可動床とは、その上面が面一に配置されたことを特徴とする請求項1から請求項4の何れかに記載の免震建物用エレベータの乗場装置。
5. The elevator landing device for a seismic isolation building according to claim 1, wherein the building-side movable floor and the hoistway-side movable floor are arranged so that the upper surfaces thereof are flush with each other.
JP2005190292A 2005-06-29 2005-06-29 Landing device for base isolation elevator Pending JP2007008639A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2005190292A JP2007008639A (en) 2005-06-29 2005-06-29 Landing device for base isolation elevator

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Application Number Priority Date Filing Date Title
JP2005190292A JP2007008639A (en) 2005-06-29 2005-06-29 Landing device for base isolation elevator

Publications (1)

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JP2007008639A true JP2007008639A (en) 2007-01-18

Family

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Country Link
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