JPH11171429A - Elevator device for base isolation building - Google Patents

Elevator device for base isolation building

Info

Publication number
JPH11171429A
JPH11171429A JP34276697A JP34276697A JPH11171429A JP H11171429 A JPH11171429 A JP H11171429A JP 34276697 A JP34276697 A JP 34276697A JP 34276697 A JP34276697 A JP 34276697A JP H11171429 A JPH11171429 A JP H11171429A
Authority
JP
Japan
Prior art keywords
base
entrance
plate
hoistway
intermediate plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP34276697A
Other languages
Japanese (ja)
Other versions
JP3647626B2 (en
Inventor
Yoshikatsu Hayashi
美克 林
Kazumi Yamamoto
和美 山本
Akihiro Kadoi
明宏 門井
Ryutaro Jinno
柳太郎 神野
Shinji Yamazaki
真治 山崎
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Mitsubishi Electric Corp
Original Assignee
Mitsubishi Electric Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Mitsubishi Electric Corp filed Critical Mitsubishi Electric Corp
Priority to JP34276697A priority Critical patent/JP3647626B2/en
Publication of JPH11171429A publication Critical patent/JPH11171429A/en
Application granted granted Critical
Publication of JP3647626B2 publication Critical patent/JP3647626B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To provide an elevator device for base isolation building connected an elevator shaft gateway with a base part gateway without generating any trouble by a getting-in and getting-off passage of simple constitution capable of being constructed easily to a building body. SOLUTION: One side of a base part plate 26 is held to a base part gateway 13 to be projected to the direction of an elevator shaft gateway 14, and one side of an elevator shaft plate 32 is held to the gateway 14 to be projected to the direction of the gateway 13. One side of an intermediate plate 37 is engaged with the other side of the base part plate 26, and the other side is engaged with the other side of the elevator shaft plate 32 to close the space between the plate 26 and the plate 32, and a getting-in and getting-off passage 42 is constituted by the both plates 26, 32 to cope with distance change between a base building body 1 and an elevator shaft 5. The passage 42 is displaced, or expanded and contracted thereby when both of the body 1 and the passage 5 are displaced in the horizontal direction at the time of an earthquake or the like.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、乗場を有する基
部建築体に免震建築体が免震装置を介して支持され、免
震建築体と一体的に構築された昇降路により構成された
免震建築用エレベーター装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a base-isolated building supported by a base building having a landing via a seismic isolation device, and a hoistway integrally formed with the seismic-isolated building. The present invention relates to an elevator device for earthquake building.

【0002】[0002]

【従来の技術】図36及び図37は、例えば特開平9−
202562号公報に示された従来の免震建築用エレベ
ーター装置を示す図で、図36は縦断面図、図37は図
36のA部拡大図である。図において、1は大地2に建
築された基部建築体、3は基部建築体1の上面に設けら
れた免震装置、4は基部建築体1に免震装置3を介して
支持された免震建築体、5はエレベーターの昇降路で、
免震建築体4と一体的に構築されて下部が基部建築体1
に設けられた縦坑6に水平方向に空隙を構成して嵌合状
態に配置されている。
2. Description of the Related Art FIG. 36 and FIG.
FIG. 36 is a diagram showing a conventional seismic isolation building elevator apparatus disclosed in Japanese Patent Publication No. 202562, FIG. 36 is a longitudinal sectional view, and FIG. 37 is an enlarged view of a portion A in FIG. In the figure, 1 is a base building constructed on the ground 2, 3 is a seismic isolation device provided on the upper surface of the base building 1, 4 is a seismic isolation supported on the base building 1 via the seismic isolation device 3 The building 5 is the elevator hoistway,
The base building 1 is constructed integrally with the base-isolated building 4 and the lower part is
Are formed in the shaft 6 provided in the horizontal direction so as to form a gap in the horizontal direction, and are arranged in a fitted state.

【0003】7は昇降路5の頂部に設けられた機械室、
8は機械室7に設置された巻上装置、9は巻上装置8に
巻掛けられた主索で、一端に昇降路5の所定経路を昇降
するかご10が連結され、他端には昇降路5の所定経路
を昇降するつり合おもり11が連結されている。12は
昇降路5の底面に立設されてかご10及びつり合おもり
11のそれぞれに対応して配置された緩衝器である。
A machine room 7 is provided at the top of the hoistway 5.
Reference numeral 8 denotes a hoisting device installed in the machine room 7, 9 denotes a main rope wound around the hoisting device 8, and one end of which is connected to a car 10 which moves up and down a predetermined path of the hoistway 5, and the other end of which is a hoisting line. A counterweight 11 that moves up and down a predetermined path of the road 5 is connected. Reference numeral 12 denotes a shock absorber that is provided upright on the bottom surface of the hoistway 5 and that is arranged corresponding to each of the car 10 and the counterweight 11.

【0004】13は基部建築体1の縦坑6に設けられて
エレベーターの乗場を形成する基部出入口、14は昇降
路5に設けられて基部出入口13に対応して配置されて
エレベーターの乗場を形成する昇降路出入口である。1
5は基部出入口13及び昇降路出入口14の間に設けら
れた乗降通路で、次に述べるように構成されている。
A base entrance 13 is provided in the shaft 6 of the base building 1 and forms a landing for an elevator. A base 14 is provided in the hoistway 5 and is arranged corresponding to the base entrance 13 to form an elevator landing. It is a shaft entrance. 1
Reference numeral 5 denotes an entrance / exit passage provided between the base entrance 13 and the hoistway entrance / exit 14, and is configured as described below.

【0005】すなわち、昇降路出入口14の床部にボー
ルジョイント状の連結具16によって連結されて基部出
入口13側へ突設された乗降床17、乗降床17の上面
に設けられたクリート18、乗降床17の突出端側の下
面に枢着された支持ローラ19、基部出入口13の床部
に形成された凹所からなり乗降床17が載置状態に配置
されて支持ローラ19が転動する段部20及び基部出入
口13の床面から乗降床17の突出端を覆って設けられ
て先端がクリート18と噛み合う櫛板21によって構成
されている。
More specifically, the floor 17 of the hoistway entrance 14 is connected to the floor of the hoistway entrance 14 by a ball-joint connecting member 16 and protrudes toward the base entrance 13, the cleat 18 provided on the upper surface of the entrance floor 17, A stage in which the support roller 19 is pivotally mounted on the lower surface on the protruding end side of the floor 17, and a recess formed in the floor of the base entrance 13, where the floor 17 is placed in a placed state and the support roller 19 rolls. A comb plate 21 is provided so as to cover the protruding ends of the floors 17 from the floor surfaces of the portion 20 and the base entrance / exit 13, and has a tip engaged with the cleat 18.

【0006】従来の免震建築用エレベーター装置は上記
のように構成され、巻上装置8が付勢されて主索9を介
してかご10とつり合おもり11が互いに反対方向へ昇
降する。そして、かご10、つり合おもり11が所定値
を超えた速度で下降した場合に、対応した緩衝器12に
よって衝突が緩衝されるようになっている。
[0006] The conventional seismic isolation building elevator apparatus is configured as described above, and the hoisting apparatus 8 is energized so that the car 10 and the counterweight 11 move up and down in opposite directions via the main rope 9. When the car 10 and the counterweight 11 descend at a speed exceeding a predetermined value, the collision is buffered by the corresponding shock absorber 12.

【0007】また、地震によって基部建築体1が加振さ
れた場合には免震装置3を介して昇降路5を含む免震建
築体4が、基部建築体1に対して水平方向に変位して免
震される。また、地震時に基部建築体1の縦坑6に対し
て昇降路5が水平方向に変位するが、段部20に支持さ
れた乗降床17が支持ローラ19の転動を介して基部出
入口13に対して移動する。これにより、乗降床17を
主要部とする乗降通路が伸縮して地震時に、基部出入口
13及び昇降路出入口14の間に空所が発生したり、乗
降床17等に変形が発生したりしないように構成されて
いる。
When the base building 1 is vibrated by an earthquake, the base-isolated building 4 including the hoistway 5 is displaced horizontally with respect to the base building 1 via the seismic isolation device 3. And is seismically isolated. In addition, the hoistway 5 is displaced in the horizontal direction with respect to the shaft 6 of the base building 1 during the earthquake, but the floor 17 supported by the step portion 20 moves to the base entrance 13 through the rolling of the support roller 19. Move to. Accordingly, the entrance / exit passage having the entrance / exit floor 17 as a main part expands and contracts, so that a space is not generated between the base entrance 13 and the elevator entrance / exit 14 or the entrance / exit floor 17 or the like is deformed during an earthquake. Is configured.

【0008】[0008]

【発明が解決しようとする課題】上記のような従来の免
震建築用エレベーター装置において、基部建築体1の基
部出入口13の段部20に、免震建築体4と一体をなす
昇降路5の昇降路出入口14に連結された乗降床17が
支持される。このような構成のため、乗降方向に深い奥
行き寸法の段部20が必要になり、また段部20によっ
て基部出入口13の床部の厚さが増す。
In the above-described conventional elevator apparatus for a base-isolated building, the hoistway 5 which is integral with the base-isolated building 4 is provided at the step 20 of the base entrance 13 of the base building 1. An elevator floor 17 connected to the hoistway entrance 14 is supported. Due to such a configuration, a step portion 20 having a deep depth dimension in the getting on and off direction is required, and the thickness of the floor portion of the base entrance 13 is increased by the step portion 20.

【0009】したがって、段部20のために基部建築体
1側における施工部が拡大して煩雑な手数が掛かった
り、また段部20の下側の基部出入口13の天井部に張
出す梁状部が大きくなって建築設計上の障害になったり
するという問題点があった。
Therefore, the construction portion on the side of the base building 1 is enlarged due to the step portion 20, and it takes a lot of troublesome work, and a beam-like portion projecting from the ceiling of the base entrance 13 below the step portion 20. There is a problem that it becomes large and becomes an obstacle in architectural design.

【0010】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、昇降路出入口と基部出入口が簡
易に構成された乗降通路によって接続された免震建築用
エレベーター装置を得ることを目的とする。
SUMMARY OF THE INVENTION The present invention has been made to solve such a problem, and an object of the present invention is to provide an elevator apparatus for a base-isolated building in which a hoistway entrance and a base entrance are connected by a simple boarding passage. And

【0011】[0011]

【課題を解決するための手段】この発明に係る免震建築
用エレベーター装置においては、基部建築体に免震装置
を介して支持された免震建築体、この免震建築体と一体
的に構築されて基部建築体の立面に対向して配置され
て、基部建築体に形成された基部出入口に対向する昇降
路出入口を有する昇降路と、基部出入口に一側が保持さ
れて昇降路出入口方向へ突設された基部板と、昇降路出
入口に一側が保持されて基部出入口方向へ突設された昇
降路板と、基部板の他側に一側が係合され他側は昇降路
板の他側に係合されて基部板及び昇降路板の両者間の空
所を塞ぎ上記両者とによって基部建築体及び昇降路の相
互間距離に対応する乗降通路を構成する中間板とが設け
られる。
In an elevator apparatus for a base-isolated building according to the present invention, a base-isolated building supported by a base building through a base-isolating device, and constructed integrally with the base-isolated building. And a hoistway having a hoistway entrance that is disposed facing the elevation of the base building and has a hoistway entrance facing the base entrance formed in the base building, and one side of the hoistway is held at the base entrance to the hoistway entrance / exit direction. A protruding base plate, a hoistway plate that is held at one side at the hoistway entrance and protrudes toward the base entrance, and one side is engaged with the other side of the base plate and the other side is the other side of the hoistway plate And an intermediate plate which closes a space between both the base plate and the hoistway plate and forms a boarding passage corresponding to the mutual distance between the base building and the hoistway.

【0012】また、この発明に係る免震建築用エレベー
ター装置においては、基部板の一側を基部出入口の床面
に対応して配置して基部出入口の出入口幅方向に移動可
能に保持し、昇降路板の一側を昇降路出入口の床面に対
応して配置すると共に、中間板の一側を基部板の突出端
に他側を昇降路板の突出端にそれぞれ重合し溝穴を介し
て基部出入口の出入方向に移動可能に係合し、基部板、
昇降路板及び中間板により乗降通路の踏み面が形成され
る。
In the elevator apparatus for a base-isolated building according to the present invention, one side of the base plate is arranged so as to correspond to the floor surface of the base entrance, and is held so as to be movable in the width direction of the base entrance. One side of the road plate is arranged corresponding to the floor surface of the hoistway entrance, and one side of the intermediate plate overlaps with the protruding end of the base plate and the other side overlaps with the protruding end of the hoistway plate, through the slot. Engage movably in the entrance direction of the base entrance, base plate,
The hoistway plate and the intermediate plate form a tread surface of the getting-in / out passage.

【0013】また、この発明に係る免震建築用エレベー
ター装置においては、基部板の一側を基部出入口の床面
に対応して配置して基部出入口の出入口幅方向に移動可
能に保持し、昇降路板の一側を昇降路出入口の床面に対
応して配置すると共に、中間板が、互いに隣接した部材
相互の縁部が重合されて基部出入口の出入方向に移動可
能に係合した複数枚の部材によって構成され、基部板、
昇降路板及び中間板により乗降通路の踏み面が形成され
る。
Further, in the seismic isolation building elevator apparatus according to the present invention, one side of the base plate is arranged corresponding to the floor surface of the base entrance so as to be movably held in the width direction of the base entrance, and to be moved up and down. A plurality of intermediate plates are arranged so that one side of the road plate corresponds to the floor surface of the hoistway entrance, and the intermediate plate is movably engaged in the entrance direction of the base entrance by overlapping edges of members adjacent to each other. A base plate,
The hoistway plate and the intermediate plate form a tread surface of the getting-in / out passage.

【0014】また、この発明に係る免震建築用エレベー
ター装置においては、基部板の一側を基部出入口の床面
に対応して配置して基部出入口の出入口幅方向に移動可
能に保持し、昇降路板の一側を昇降路出入口の床面に対
応して配置すると共に、中間板が、互いに隣接した部材
相互の縁部が枢着されて連結されて基部出入口側へ引き
込み可能に構成され、基部板、昇降路板及び中間板によ
り乗降通路の踏み面が形成される。
In the elevator apparatus for a base-isolated building according to the present invention, one side of the base plate is disposed so as to correspond to the floor surface of the base entrance, and is held so as to be movable in the width direction of the base entrance. One side of the road plate is arranged corresponding to the floor surface of the hoistway doorway, and the intermediate plate is configured so that edges of members adjacent to each other are pivotally connected and connected to be drawn into the base doorway side, The base plate, the hoistway plate, and the intermediate plate form a tread surface of the getting on / off passage.

【0015】また、この発明に係る免震建築用エレベー
ター装置においては、基部板の一側を基部出入口の床面
に対応して配置して基部出入口の出入口幅方向に移動可
能に保持し、昇降路板の一側を昇降路出入口の床面に対
応して配置すると共に、中間板が、互いに隣接した部材
相互の縁部が枢着されて連結され蛇腹状に組立られて基
部出入口側へ折り畳み可能に構成され、基部板、昇降路
板及び中間板により乗降通路の踏み面が形成される。
In the elevator apparatus for a base-isolated building according to the present invention, one side of the base plate is disposed so as to correspond to the floor of the base entrance, and is held so as to be movable in the width direction of the base entrance. One side of the road plate is arranged corresponding to the floor surface of the hoistway entrance, and the intermediate plate is assembled in a bellows shape by connecting the edges of the adjacent members to each other and folded to the base entrance side. The tread surface of the boarding / alighting passage is formed by the base plate, the hoistway plate, and the intermediate plate.

【0016】また、この発明に係る免震建築用エレベー
ター装置においては、角筒状の基部板の一側を基部出入
口に対応して配置して基部出入口の出入口幅方向に移動
可能に保持し、角筒状の昇降路板の一側を昇降路出入口
に対応して配置すると共に、中間板が、角筒状に形成さ
れて基部出入口の出入方向に沿う一端が基部板の他側
に、他端が昇降路板の他側にそれぞれテレスコピックパ
イプ状態に嵌合されて、基部板、昇降路板及び中間板に
よって出入方向に伸縮可能な乗降通路が形成される。
Further, in the elevator apparatus for a base-isolated building according to the present invention, one side of the rectangular cylindrical base plate is arranged corresponding to the base entrance so as to be movably held in the entrance width direction of the base entrance. One side of the square tubular hoistway plate is arranged corresponding to the hoistway entrance, and the intermediate plate is formed in a square tubular shape, and one end along the entrance direction of the base entrance is located on the other side of the base plate. The end is fitted in the telescopic pipe state to the other side of the hoistway board, respectively, and a base board, a hoistway board, and an intermediate board form an egress / retractable getting-in / out passage.

【0017】また、この発明に係る免震建築用エレベー
ター装置においては、基部板の一側が基部出入口の側縁
部に枢着され、昇降路板の一側が昇降路出入口の側縁部
に枢着されると共に、第一中間板の一側が基部板の他側
に枢着され、第二中間板の一側が第一中間板の他側に枢
着され、第二中間板の他側が昇降路板の他側に枢着さ
れ、第一中間板及び第二中間板の回動端が互いに接近す
る方向に付勢されて第一中間板及び第二中間板が基部出
入口幅から外側へ突出した状態に配置され、基部板、昇
降路板、第一中間板及び第二中間板により基部出入口の
出入方向に伸縮可能な乗降通路の側壁が形成される。
In the elevator apparatus for a base-isolated building according to the present invention, one side of the base plate is pivotally connected to a side edge of the base entrance, and one side of the hoistway plate is pivotally connected to a side edge of the shaft entrance. At the same time, one side of the first intermediate plate is pivotally connected to the other side of the base plate, one side of the second intermediate plate is pivotally connected to the other side of the first intermediate plate, and the other side of the second intermediate plate is a hoistway plate. The first intermediate plate and the second intermediate plate are urged in a direction approaching each other so that the first intermediate plate and the second intermediate plate project outward from the base entrance width. The base plate, the hoistway plate, the first intermediate plate, and the second intermediate plate form a side wall of a boarding passage that can expand and contract in the entrance direction of the base entrance.

【0018】[0018]

【発明の実施の形態】実施の形態1.図1〜図8は、こ
の発明の実施の形態の一例を示す図で、図1は通常時の
乗降通路を概念的に示す前述の図37相当図、図2は図
1の要部拡大図、図3は図2のB−B線断面図、図4は
図2のC−C線断面図、図5は図4のD−D線断面図、
図6は伸長時の乗降通路を概念的に示す図1相当図、図
7は短縮時の乗降通路を概念的に示す図1相当図、図8
は図7の要部拡大図である。なお、図1〜図8の他は前
述の図36及び図37と同様に免震建築用エレベーター
装置が構成されている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiment 1 1 to 8 are views showing an example of an embodiment of the present invention. FIG. 1 is a view corresponding to FIG. 37, which conceptually shows a boarding passage at a normal time, and FIG. 2 is an enlarged view of a main part of FIG. 3, FIG. 3 is a sectional view taken along line BB of FIG. 2, FIG. 4 is a sectional view taken along line CC of FIG. 2, FIG. 5 is a sectional view taken along line DD of FIG.
FIG. 6 is a diagram corresponding to FIG. 1 conceptually showing a getting-off passage when the vehicle is extended, FIG. 7 is a diagram equivalent to FIG.
FIG. 8 is an enlarged view of a main part of FIG. 7. Except for FIGS. 1 to 8, the elevator apparatus for a seismic isolation building is configured in the same manner as in FIGS. 36 and 37 described above.

【0019】図において、22は基部建築体1にエレベ
ーターの乗場を形成する基部出入口13の下側に設けら
れて縦坑6に開口して形成された凹所、14は免震建築
体4と一体をなす昇降路5に設けられて基部出入口13
に対応して配置されてエレベーターの乗場を形成する昇
降路出入口、23は凹所22の奥側に設けられて長手が
基部出入口13の間口方向に水平に配置された保持レー
ルで、上面に支持面24が形成され、また上面に開口し
た保持溝25が形成されている。
In the drawing, reference numeral 22 denotes a recess provided below the base entrance 13 forming an elevator platform in the base building 1 and opened to the shaft 6, and 14 denotes a seismic isolation building 4. The base entrance 13 provided in the integral hoistway 5
Hoistway entrances and exits which are arranged corresponding to the elevator to form a landing for the elevator; 23 are holding rails provided on the back side of the recess 22 and arranged horizontally in the direction of the frontage of the base entrance 13 and supported on the upper surface A surface 24 is formed, and a holding groove 25 opened on the upper surface is formed.

【0020】26は基部出入口13の下側に設けられて
凹所22から水平に突設された基部板で、基部出入口1
3の出入方向に沿う両縁部が下方に屈折された屈折部2
7、屈折部27の長手に沿って設けられた溝穴28、溝
穴28の下縁部に設けられた凹部29、凹所22の奥側
寄りの端面に設けられて下縁部が保持溝25に移動可能
に嵌合した保持板30及び保持板30板面に枢着されて
保持レール23の支持面24を転動する支持ローラ31
によって構成されている。
Reference numeral 26 denotes a base plate provided below the base entrance 13 and protruding horizontally from the recess 22.
Refraction part 2 whose both edges along the direction of entry and exit of part 3 are refracted downward
7, a groove 28 provided along the length of the bending portion 27, a concave portion 29 provided at a lower edge of the groove 28, and a holding groove provided at an end face of the concave portion 22 closer to the back side. And a support roller 31 pivotally mounted on the surface of the holding plate 30 and rolling on the support surface 24 of the holding rail 23.
It is constituted by.

【0021】32は昇降路出入口14の床面に設けられ
て水平に突設された昇降路板で、基部出入口13の出入
方向に沿う両縁部が下方に屈折された屈折部33、屈折
部33の長手に沿って設けられた溝穴34、溝穴34の
下縁部に設けられた凹部35及び昇降路板32の突出端
寄りと昇降路出入口14下方の昇降路5との間に配置さ
れた斜め控え材36によって構成されている。
Reference numeral 32 denotes a hoistway plate provided on the floor of the hoistway entrance 14 and protruding horizontally, and a refraction part 33 and a refraction part whose both edges along the entrance direction of the base entrance 13 are bent downward. A slot 34 provided along the length of 33, a concave portion 35 provided at the lower edge of the slot 34, and a protruding end of the hoistway board 32, and disposed between the hoistway 5 below the hoistway entrance 14. It is constituted by the slanted stay member 36 formed.

【0022】37は中間板で、基部出入口13の出入方
向に沿う両縁部が下方に屈折された屈折部38が設けら
れて上側が基部板26の下側に嵌合状態に、下側が昇降
路板32の上側に嵌合状態に配置されて、それぞれ基部
出入口13の出入方向に沿う方向に摺動可能に係合され
ている。また、両側のそれぞれの屈折部38には、基部
板26の溝穴27の下縁部を転動して要時に凹部29に
嵌合する基部案内ローラ39が枢着される。
Reference numeral 37 denotes an intermediate plate, which is provided with a bent portion 38 whose both edges along the entry / exit direction of the base entrance 13 are bent downward. The upper side is fitted to the lower side of the base plate 26, and the lower side is raised and lowered. They are arranged on the upper side of the road plate 32 in a fitted state, and are slidably engaged in directions along the entrance and exit directions of the base entrance 13 respectively. A base guide roller 39 that rolls on the lower edge of the slot 27 of the base plate 26 and fits into the recess 29 when necessary is pivotally attached to each of the bending portions 38 on both sides.

【0023】また、中間板37には屈折部38に沿って
取付板40が設けられて、この取付板40に昇降路板3
2の溝穴34の下縁部を転動して要時に凹部35に嵌合
する昇降路案内ローラ41が枢着される。42は乗降通
路で、基部板26、昇降路板32及び中間板37を主要
部材として通路の踏み面が構成されて、基部出入口13
及び昇降路出入口14の両者の間に架橋状態に設けら
れ、地震時等に発生する上記両者間隔の変化によって伸
縮する。
A mounting plate 40 is provided on the intermediate plate 37 along the bending portion 38, and the mounting plate 40 is
A hoistway guide roller 41 that rolls on the lower edge of the second slot 34 and fits into the recess 35 when necessary is pivotally mounted. Reference numeral 42 denotes a boarding / alighting passage, and a tread surface of the passage is formed by using the base plate 26, the hoistway plate 32, and the intermediate plate 37 as main members, and the base entrance 13
And the shaft 14 is provided in a bridge state between the entrance and exit, and expands and contracts due to a change in the distance between the two at the time of an earthquake or the like.

【0024】上記のように構成された免震建築用エレベ
ーター装置において、通常時には基部板26、昇降路板
32及び中間板37を主要部とする乗降通路41が図
1、図2に示すように配置される。そして、この状態で
は中間板37の基部案内ローラ39が基部板26の溝穴
28に配置されて凹部29に嵌合する。また、中間板3
7の昇降路案内ローラ41は昇降路板32の溝穴34に
配置されて凹部35に嵌合する。
In the elevator apparatus for a base-isolated building constructed as described above, the entrance / exit passage 41 mainly including the base plate 26, the hoistway plate 32, and the intermediate plate 37 as shown in FIGS. Be placed. Then, in this state, the base guide roller 39 of the intermediate plate 37 is disposed in the slot 28 of the base plate 26 and fits into the recess 29. Also, the intermediate plate 3
The hoistway guide roller 41 is disposed in the slot 34 of the hoistway plate 32 and fitted into the recess 35.

【0025】なお、基部案内ローラ39等が対応した溝
穴の凹部に嵌合する。これにより、エレベーターの乗客
が乗降通路41を通行するときに、基部出入口13の出
入方向に沿う方向において通常的に中間板37に作用す
る外力に対し、中間板37が所定位置に保持される。ま
た、基部板26の保持板30が保持レール23の保持溝
25に嵌合し、また支持ローラ31が支持面24に支持
されるので、基部板26は基部出入口13に対して基部
出入口13の出入方向に沿う方向について所定位置に保
持される。
The base guide roller 39 and the like fit into the corresponding recesses of the slot. As a result, when a passenger of the elevator passes through the entry / exit passage 41, the intermediate plate 37 is held at a predetermined position against external force that normally acts on the intermediate plate 37 in a direction along the entrance / exit direction of the base entrance 13. Further, since the holding plate 30 of the base plate 26 is fitted into the holding groove 25 of the holding rail 23 and the support roller 31 is supported by the support surface 24, the base plate 26 is located between the base entrance 13 and the base entrance 13. It is held at a predetermined position in the direction along the entry / exit direction.

【0026】また、地震等によって基部建築体1が加振
された場合には免震装置3を介して昇降路5を含む免震
建築体4が、基部建築体1に対して水平方向に変位して
免震される。このときに、基部建築体1の縦坑6に対し
て昇降路5が水平方向に変位して、基部出入口13の出
入口幅方向に対して乗降通路42が変位したり、また基
部出入口13及び昇降路出入口14の両者の相互間隔が
変化したりする。
When the base building 1 is shaken by an earthquake or the like, the base-isolated building 4 including the hoistway 5 is displaced in the horizontal direction with respect to the base building 1 via the seismic isolation device 3. And is seismically isolated. At this time, the hoistway 5 is displaced in the horizontal direction with respect to the shaft 6 of the base building 1, and the entrance / exit passage 42 is displaced in the width direction of the entrance of the base entrance 13. The mutual distance between the two road entrances 14 changes.

【0027】そして、乗降通路42の出入口幅方向変位
に対して、基部板26の支持ローラ31が保持レール2
3に案内されて移動するので、乗降通路42に変形が生
じることなく正常状態に保たれる。また、上記両者の相
互間隔が変化したときには乗降通路42が伸縮して、基
部案内ローラ39等が対応した溝穴の凹部から逸脱して
溝穴内を移動する。
Then, the support roller 31 of the base plate 26 moves the holding rail 2 against the displacement of the entrance / exit passage 42 in the width direction of the entrance / exit.
3, the vehicle is kept in a normal state without deformation of the getting-in / off passage 42. Also, when the distance between the two changes, the entry / exit passage 42 expands / contracts, and the base guide roller 39 and the like deviate from the corresponding recess of the slot and move in the slot.

【0028】そして、上記両者の相互間隔が拡大したと
きには、基部板26、昇降路板32及び中間板37の三
者、すなわち、乗降通路42が伸長して図6に示す状態
となる。また、上記両者の相互間隔が縮小したときに
は、乗降通路42が短縮して図7、図8に示す状態とな
る。
When the distance between the two is increased, the base plate 26, the hoistway plate 32, and the intermediate plate 37, that is, the entrance / exit passage 42, are extended to the state shown in FIG. When the distance between the two is reduced, the getting-in / out passage 42 is shortened to the state shown in FIGS.

【0029】このようにして、地震時等であって基部建
築体1の縦坑6に対して昇降路5が水平方向に変位し場
合に、乗降通路42が変位したり伸縮したりしても、基
部出入口13及び昇降路出入口14の間に空所が発生し
たり、乗降通路42に変形が発生したりせず、乗降通路
42が正常状態に維持される。
In this way, when the hoistway 5 is displaced in the horizontal direction with respect to the shaft 6 of the base building 1 at the time of an earthquake or the like, the dismounting path 42 may be displaced or expanded and contracted. Therefore, no space is created between the base entrance 13 and the hoistway entrance 14 and the entrance / exit passage 42 is not deformed, and the entrance / exit passage 42 is maintained in a normal state.

【0030】そして、上記のような作用が基部出入口1
3における奥行きの浅い凹所22による構成によって得
ることができる。これによって、凹所22のための基部
建築体1側における施工が簡略化し費用を節減すること
ができる。また、凹所22の下側の基部出入口13の天
井部に張出す梁状部が小さくなって建築設計上の制約を
減少することができる。
The operation as described above is performed by the base entrance 1
3 can be obtained by the configuration with the recess 22 having a small depth. Thereby, construction on the side of the base building 1 for the recess 22 can be simplified and cost can be reduced. In addition, the beam-like portion projecting from the ceiling of the base entrance 13 on the lower side of the recess 22 becomes smaller, and the restriction on the architectural design can be reduced.

【0031】実施の形態2.図9〜図18は、この発明
の他の実施の形態の一例を示す図で、図9は通常時の乗
降通路を概念的に示す前述の図37相当図、図10は伸
長時の乗降通路を概念的に示す図9相当図、図11は短
縮時の乗降通路を概念的に示す図9相当図、図12は図
10の要部拡大図、図13は図12のE−E線断面要部
拡大図、図14は図12の第三中間板の拡大側面図、図
15は図14のF−F線断面の左半分を示す図、図16
は図14のG−G線断面の左半分を示す図、図17は図
12の第一中間板又は第二中間板の拡大側面図、図18
は図17のH−H線断面の右半分を示す図である。
Embodiment 2 9 to 18 are views showing an example of another embodiment of the present invention. FIG. 9 is a view corresponding to FIG. 37 which conceptually shows a getting-on / off passage in a normal state, and FIG. FIG. 9 is a conceptual view of FIG. 9, FIG. 11 is an equivalent view of FIG. 9, conceptually showing a getting-off passage at the time of shortening, FIG. 12 is an enlarged view of a main part of FIG. 10, and FIG. FIG. 14 is an enlarged side view of the third intermediate plate of FIG. 12, FIG. 15 is a view showing the left half of a cross section taken along line FF of FIG. 14, FIG.
FIG. 17 is a view showing a left half of a cross section taken along line GG of FIG. 14, FIG. 17 is an enlarged side view of the first intermediate plate or the second intermediate plate of FIG.
FIG. 18 is a view showing a right half of a cross section taken along line HH of FIG. 17.

【0032】なお、図9〜図18の他は前述の図1〜図
8の実施の形態と同様に免震建築用エレベーター装置が
構成されている。図において、図1〜図8と同符号は相
当部分を示し、23は凹所22の奥側と開口部側にそれ
ぞれ設けられて互いに平行に配置された保持レール、2
6は台車状をなす基部板で、基部出入口13の出入方向
に沿う両側にそれぞれ支持ローラ31が設けられ、また
基部出入口13の出入幅方向における両側面にそれぞれ
係合ローラ43が枢着されている。
Except for FIGS. 9 to 18, an elevator apparatus for a base-isolated building is constructed in the same manner as in the embodiment of FIGS. 1 to 8 described above. In the drawings, the same reference numerals as those in FIGS. 1 to 8 denote corresponding parts, and 23 is a holding rail provided on the back side and the opening side of the recess 22 and arranged in parallel with each other.
Reference numeral 6 denotes a cart-shaped base plate, on which support rollers 31 are provided on both sides along the entrance / exit direction of the base entrance / exit 13, and engagement rollers 43 are pivotally attached to both side surfaces of the base entrance / exit 13 in the entrance / exit width direction. I have.

【0033】44は基部板26の上側に配置された第一
中間板で、基部出入口13の出入幅方向における両側面
にそれぞれ設けられ、リップ付溝形鋼形状に構成されて
係合ローラ43が嵌合状態に配置される係合レール45
が装備されている。また、第一中間板44には基部板2
6に設けられた突子46に対向して基部板26寄りの端
部に装着された阻止子47、反基部板26寄りの端部に
配置されて基部出入口13の出入幅方向における両側面
にそれぞれ枢着された係合ローラ48及び反基部板26
寄りの端部に配置されて基部板26に設けられた突子4
6に対向した阻止板49が設けられている。
Reference numeral 44 denotes a first intermediate plate disposed on the upper side of the base plate 26. The first intermediate plate 44 is provided on both side surfaces of the base entrance 13 in the width direction of the entrance and exit, respectively. Engagement rail 45 arranged in a fitted state
Is equipped. The first intermediate plate 44 has a base plate 2
6, a blocking element 47 attached to an end near the base plate 26 opposite to the projection 46 provided on the base 6 and disposed on an end near the base plate 26 opposite to the base plate 26, on both sides of the base entrance 13 in the width direction. The engagement roller 48 and the anti-base plate 26 pivotally mounted respectively.
The protrusion 4 provided on the base plate 26 and disposed at the closer end portion
6 is provided with a blocking plate 49 facing the same.

【0034】50は第一中間板44の上側に配置された
第二中間板で、第一中間板44と同様に構成され、第一
中間板44の係合ローラ48が嵌合状態に配置される係
合レール51、第一中間板44に設けられた突子52に
対向して基部板26寄りの端部に装着された阻止子5
3、反基部板26寄りの端部に配置されて基部出入口1
3の出入幅方向における両側面にそれぞれ枢着された係
合ローラ54及び反基部板26寄りの端部に配置されて
第一中間板44の突子52に対向した阻止板55が設け
られている。
Reference numeral 50 denotes a second intermediate plate disposed above the first intermediate plate 44. The second intermediate plate 50 has the same configuration as the first intermediate plate 44, and the engaging rollers 48 of the first intermediate plate 44 are arranged in a fitted state. The stopper 5 attached to the end near the base plate 26 opposite the engaging rail 51 and the protrusion 52 provided on the first intermediate plate 44.
3. The base entrance 1 located at the end near the base plate 26
3 is provided with an engaging roller 54 pivotally attached to both side surfaces in the width direction and a blocking plate 55 disposed at an end near the base plate 26 and opposed to the projection 52 of the first intermediate plate 44. I have.

【0035】56は第二中間板50の上側に配置された
第三中間板で、第二中間板50と同様に構成され、第二
中間板50の係合ローラ54が嵌合状態に配置される係
合レール57、第二中間板50に設けられた突子58に
対向して基部板26寄りの端部に装着された阻止子5
9、基部出入口13の出入方向に沿う方向の中心位置に
設けられて第二中間板50に設けられた突子58に対向
した阻止板が設けられている。
Reference numeral 56 denotes a third intermediate plate disposed on the upper side of the second intermediate plate 50. The third intermediate plate has the same structure as the second intermediate plate 50, and the engaging rollers 54 of the second intermediate plate 50 are arranged in a fitted state. The stopper 5 attached to the end near the base plate 26 opposite the engaging rail 57 and the protrusion 58 provided on the second intermediate plate 50
9. A blocking plate is provided at the center position in the direction along the entrance and exit of the base entrance 13 and faces the projection 58 provided on the second intermediate plate 50.

【0036】61は第四中間板で、第三中間板56を中
心として第二中間板50と対称に構成されて第三中間板
56の下側に配置されて第二中間板50と同様に第三中
間板56に係合されている。なお、細部の図示が省略し
てあるが、第三中間板56を中心として第一中間板44
と対称に構成されて第4中間板61の下側に配置され
て、第二中間板50に対する第一中間板44と同様に第
四中間板61に係合された第五中間板62が設けられい
る。
Reference numeral 61 denotes a fourth intermediate plate, which is arranged symmetrically with respect to the second intermediate plate 50 with the third intermediate plate 56 as a center, disposed below the third intermediate plate 56, and similar to the second intermediate plate 50. It is engaged with the third intermediate plate 56. Although not shown in detail, the first intermediate plate 44 is centered on the third intermediate plate 56.
And a fifth intermediate plate 62 which is arranged symmetrically with the fourth intermediate plate 61 and is disposed below the fourth intermediate plate 61 and is engaged with the fourth intermediate plate 61 similarly to the first intermediate plate 44 with respect to the second intermediate plate 50. Have been.

【0037】また、細部の図示が省略してあるが昇降路
出入口14に固定されて、基部板26に対する第一中間
板44と同様に第五中間板62が係合された昇降路板3
2が設けられている。42は乗降通路で、基部板26、
昇降路板32及び第一中間板44〜第五中間板62を主
要部材として通路の踏み面が構成されて、基部出入口1
3及び昇降路出入口14の両者の間に架橋状態に設けら
れ、地震時等に発生する上記両者間隔の変化によって伸
縮する。
Although not shown in detail, the hoistway plate 3 fixed to the shaft entrance 14 and engaged with the fifth intermediate plate 62 in the same manner as the first intermediate plate 44 with respect to the base plate 26.
2 are provided. 42 is a boarding / alighting passage, and the base plate 26,
The tread surface of the passage is configured with the hoistway plate 32 and the first intermediate plate 44 to the fifth intermediate plate 62 as main members, and the base entrance 1
3 and a hoistway entrance / exit 14 are provided in a bridge state, and expand and contract due to a change in the distance between the two, which occurs during an earthquake or the like.

【0038】上記のように構成された免震建築用エレベ
ーター装置においても、基部板26が基部出入口14に
対して保持レール23及び支持ローラ31によって基部
出入口13の出入口幅方向に移動可能に保持される。ま
た、乗降通路42は基部板26、昇降路板32及び第一
中間板44〜第五中間板62の互いに隣接した相互が、
係合ローラ43とこの係合ローラ43に嵌合状態に配置
された係合レール45等によって基部出入口13の出入
方向に沿う方向に移動可能に連結される。
In the seismic isolation building elevator apparatus constructed as described above, the base plate 26 is held by the holding rail 23 and the support roller 31 with respect to the base entrance 14 so as to be movable in the entrance / exit width direction of the base entrance 13. You. In addition, the entry / exit passage 42 includes a base plate 26, a hoistway plate 32, and a first intermediate plate 44 to a fifth intermediate plate 62 adjacent to each other,
The engagement roller 43 and the engagement rail 45 arranged in a state of being fitted to the engagement roller 43 are movably connected in the direction along the entrance / exit direction of the base entrance 13.

【0039】そして、基部板26に設けられた突子46
に第一中間板44の阻止子47が当たることによって、
基部板26と第一中間板44等の互いに隣接した部材相
互の伸長方向変位が所定位置で阻止される。また、第一
中間板44の阻止板49が基部板26の突子46に当た
ることによって、基部板26と第一中間板44等の互い
に隣接した部材相互の短縮方向変位が所定位置で阻止さ
れる。
Then, a protrusion 46 provided on the base plate 26 is provided.
The stopper 47 of the first intermediate plate 44 hits the
Displacement in the extension direction between adjacent members such as the base plate 26 and the first intermediate plate 44 is prevented at a predetermined position. In addition, since the blocking plate 49 of the first intermediate plate 44 abuts on the projection 46 of the base plate 26, displacement of the base plate 26 and the adjacent members such as the first intermediate plate 44 in the shortening direction is prevented at a predetermined position. .

【0040】このような構成によって、地震時等であっ
て基部建築体1の縦坑6に対して昇降路5が水平方向に
変位し場合に、乗降通路42が変位したり図9〜図11
に示すように伸縮したりしても、基部出入口13及び昇
降路出入口14の間に空所が発生したり、乗降通路42
に変形が発生したりせず、乗降通路42が正常状態に維
持される。そして、このような作用が基部出入口13に
おける奥行きの浅い凹所22による構成によって得るこ
とができる。したがって、詳細な説明を省略するが図9
〜図18の実施の形態においても図1〜図8の実施の形
態と同様な作用が得られる。
With this configuration, when the hoistway 5 is displaced in the horizontal direction with respect to the shaft 6 of the base building 1 at the time of an earthquake or the like, the access passage 42 is displaced, and FIGS.
, A space is created between the base entrance 13 and the hoistway entrance 14,
, And the getting-in / out passage 42 is maintained in a normal state. Such an effect can be obtained by the configuration of the recess 22 having a small depth in the base entrance 13. Therefore, detailed description is omitted, but FIG.
18 to FIG. 18, the same operation as the embodiment of FIGS. 1 to 8 can be obtained.

【0041】実施の形態3.図19〜図21も、この発
明の他の実施の形態の一例を示す図で、図19は通常時
の乗降通路を概念的に示す前述の図37相当図、図20
は伸長時の乗降通路を概念的に示す図19相当図、図2
1は短縮時の乗降通路を概念的に示す図19相当図であ
る。
Embodiment 3 FIGS. 19 to 21 also show an example of another embodiment of the present invention. FIG.
FIG. 2 is a view corresponding to FIG.
FIG. 1 is a view corresponding to FIG. 19 conceptually showing a getting-off passage at the time of shortening.

【0042】なお、図19〜図21の他は前述の図1〜
図8の実施の形態と同様に免震建築用エレベーター装置
が構成されている。図において、図1〜図8と同符号は
相当部分を示し、63は凹所22に設けられて基部出入
口13の床面寄りに配置された上部案内ロールで、長手
が基部出入口13の出入口幅方向に沿って配置されて水
平に装備されている。
19 to 21 are the same as those shown in FIGS.
An elevator apparatus for a seismic isolation building is configured similarly to the embodiment of FIG. In the drawings, the same reference numerals as those in FIGS. 1 to 8 denote corresponding parts, and 63 denotes an upper guide roll provided in the recess 22 and arranged near the floor of the base entrance 13, and has a longitudinal length of the entrance width of the base entrance 13. It is arranged along the direction and is equipped horizontally.

【0043】64は上部案内ロール63と同様に構成さ
れ、凹所22に設けられて上部案内ロール63よりも下
方に配置され、かつ引退して配置された下部案内ロール
である。65は複数枚の板体が互いに蝶番66によって
連結された中間板で、一側が昇降路板32の突出端に蝶
番66によって連結され、蝶番66箇所において図19
に示す水平姿勢に配置された状態では、蝶番66箇所が
下降する方向には回動不能に枢着されて、他側は上部案
内ロール63及び下部案内ロール64に支持されて下垂
して配置されている。
Reference numeral 64 denotes a lower guide roll which is constructed in the same manner as the upper guide roll 63, is provided in the recess 22, is disposed below the upper guide roll 63, and is disposed to be retracted. Reference numeral 65 denotes an intermediate plate in which a plurality of plate members are connected to each other by a hinge 66. One side is connected to the protruding end of the hoistway plate 32 by a hinge 66.
In the state where the hinges are arranged in the horizontal position shown in FIG. 7, the hinges 66 are pivotally mounted so as not to rotate in the descending direction, and the other side is supported and suspended by the upper guide roll 63 and the lower guide roll 64 and arranged in a hanging manner. ing.

【0044】67は中間板65の他側に一側が蝶番66
によって枢着された基部板、68は基部板67の反枢着
側に固定された阻止体、42は昇降路板32、中間板6
5及び基部板67を主要部材として通路の踏み面が構成
された乗降通路で、基部出入口13及び昇降路出入口1
4の両者の間に架橋状態に設けられ、地震時等に発生す
る上記両者間隔の変化によって伸縮する。
Numeral 67 denotes a hinge 66 on one side of the other side of the intermediate plate 65.
The base plate 68 pivotally mounted by the base plate 68 is a blocking body fixed to the non-pivot side of the base plate 67, 42 is the hoistway plate 32, the intermediate plate 6
5 and a base plate 67 as main members, and a stepping surface of the passage is configured. The base entrance 13 and the hoistway entrance 1
4 is provided in a bridge state between the two, and expands and contracts due to a change in the distance between the two that occurs during an earthquake or the like.

【0045】69は付勢体で、一端が基部板67の反枢
着側に連結され、他端が凹所22の下縁部に連結された
引っ張りコイルばねにより形成されて、基部板67及び
中間板65、すなわち乗降通路42を基部出入口13側
において下方へ付勢する。
A biasing body 69 is formed by a tension coil spring having one end connected to the non-pivot side of the base plate 67 and the other end connected to the lower edge of the recess 22. The intermediate plate 65, that is, the entrance / exit passage 42 is urged downward on the side of the base entrance 13 side.

【0046】なお、中間板65及び基部板67は上部案
内ロール63及び下部案内ロール64に対して、基部出
入口13の出入口幅方向へ移動可能に案内される。ま
た、乗降通路42が昇降路出入口14側へ引き延ばされ
た場合に、引き延ばされた最終段階で阻止体68が下部
案内ロール64に係止する。これによって、基部板67
が基部出入口14側に保持される。
The intermediate plate 65 and the base plate 67 are guided by the upper guide roll 63 and the lower guide roll 64 so as to be movable in the width direction of the base entrance 13. Further, when the entrance / exit passage 42 is extended toward the hoistway entrance 14, the blocking body 68 is engaged with the lower guide roll 64 at the final stage of extension. Thereby, the base plate 67
Is held on the base entrance 14 side.

【0047】上記のように構成された免震建築用エレベ
ーター装置において、主として中間板65が上部案内ロ
ール63及び下部案内ロール64に支持されて、乗降通
路42が基部出入口13及び昇降路出入口14の両者間
に架橋状態に配置される。また、乗降通路42は付勢体
69により基部出入口13側が下方に付勢される。
In the seismic isolation building elevator apparatus configured as described above, the intermediate plate 65 is mainly supported by the upper guide roll 63 and the lower guide roll 64, and the getting-in / off passage 42 is formed between the base entrance 13 and the hoistway entrance 14. It is arranged in a crosslinked state between the two. In addition, the entrance / exit passage 42 is urged downward by the urging body 69 on the base entrance 13 side.

【0048】このような構成によって、地震時等であっ
て基部建築体1の縦坑6に対して昇降路5が水平方向に
変位し場合に、乗降通路42が変位したり図19〜図2
1に示すように伸縮したりしても、基部出入口13及び
昇降路出入口14の間に空所が発生したり、乗降通路4
2に変形が発生したりすることがない。
With such a configuration, when the hoistway 5 is displaced in the horizontal direction with respect to the shaft 6 of the base building 1 at the time of an earthquake or the like, the access passage 42 is displaced, and FIGS.
1, a space is created between the base entrance 13 and the hoistway entrance 14 or the entrance / exit passage 4
No deformation occurs in 2.

【0049】これにより、乗降通路42が正常状態に維
持され、このような作用が基部出入口13における奥行
きの浅い凹所22による構成によって得ることができ
る。したがって、詳細な説明を省略するが図19〜図2
1の実施の形態においても図1〜図8の実施の形態と同
様な作用が得られる。また、図19〜図21の実施の形
態において、乗降通路42が伸長した場合に中間板65
相互が段差なしに配置されて踏み面が形成される。これ
によって、乗降通路42の通行を容易化することができ
る。
Thus, the boarding / alighting passage 42 is maintained in a normal state, and such an effect can be obtained by the configuration of the recess 22 having a small depth at the base entrance 13. Therefore, although detailed description is omitted, FIGS.
In the first embodiment, the same operation as in the embodiment of FIGS. 1 to 8 can be obtained. In the embodiment shown in FIGS. 19 to 21, when the getting-in / out passage 42 is extended, the intermediate plate 65 is not moved.
The steps are arranged without any step to form a tread surface. As a result, the passage of the getting-in / off passage 42 can be facilitated.

【0050】実施の形態4.図22〜図24も、この発
明の他の実施の形態の一例を示す図で、図22は通常時
の乗降通路を概念的に示す前述の図37相当図、図23
は伸長時の乗降通路を概念的に示す図22相当図、図2
4は短縮時の乗降通路を概念的に示す図22相当図、図
25は図24のI−I線断面図である。なお、図22〜
図25の他は前述の図1〜図8の実施の形態と同様に免
震建築用エレベーター装置が構成されている。図におい
て、図1〜図8と同符号は相当部分を示す。
Embodiment 4 FIGS. 22 to 24 also show another example of the embodiment of the present invention. FIG. 22 conceptually shows a getting-on / off passage in a normal state, and FIG.
2 is a view corresponding to FIG.
4 is a view corresponding to FIG. 22 conceptually showing a getting-off passage at the time of shortening, and FIG. 25 is a sectional view taken along line II of FIG. In addition, FIG.
Except for Fig. 25, an elevator apparatus for a seismic isolation building is configured in the same manner as in the embodiment of Figs. 1 to 8 described above. In the figure, the same reference numerals as those in FIGS.

【0051】70は凹所22に設けられた基部レール
で、基部出入口13の床面寄りに配置されると共に長手
が基部出入口13の出入方向に配置されて、基部出入口
13の出入口幅方向に互いに離れて装着されて下側に案
内面71が形成されている。72は移動レールで、横断
面溝形をなし長手が基部レール70と平行に配置され、
開口部を互いに対向して配置されて基部レール70に嵌
合状態に配置され案内面71に移動可能に載置されて昇
降路出入口14側の端部が、昇降路出入口14の床面に
固定された昇降路板32の突出端に連結されている。
Reference numeral 70 denotes a base rail provided in the recess 22. The base rail is disposed near the floor surface of the base entrance 13 and has a longitudinal length in the entrance / exit direction of the base entrance 13. The guide surface 71 is formed on the lower side while being mounted separately. Reference numeral 72 denotes a moving rail, which is formed in a cross-sectional groove shape and has a longitudinal length parallel to the base rail 70,
The openings are arranged to face each other, are fitted to the base rail 70, are movably mounted on the guide surface 71, and the end on the hoistway entrance 14 side is fixed to the floor surface of the hoistway entrance 14. Is connected to the protruding end of the hoistway plate 32.

【0052】73は基部板で、長手が基部出入口13の
出入口幅方向に沿って配置され、幅方向の一側が軸74
によって枢持され、軸74は基部レール70の相互間に
配置されて凹所22の奥側に固定されている。また、基
部板73は軸74に対して基部出入口13の出入口幅方
向に摺動可能に嵌合されている。
Reference numeral 73 denotes a base plate, which is disposed longitudinally along the width direction of the entrance / exit 13 of the base entrance / exit 13. One side in the width direction is a shaft 74.
The shaft 74 is disposed between the base rails 70 and is fixed to the rear side of the recess 22. The base plate 73 is slidably fitted to the shaft 74 in the width direction of the base entrance 13.

【0053】75は中間板で、複数枚の板材からなりそ
れぞれ長手が基部出入口13の出入口幅方向に沿って配
置され、幅方向の一側が軸76によって相互に枢着さ
れ、幅方向の他側が軸77によって相互に枢着されて蛇
腹状に組立てられている。そして、昇降路板32寄りの
中間板は軸76によって昇降路板32の突出端に枢着さ
れ、また基部板73寄りの中間板は軸77によって基部
板73の他側に枢着されている。
Reference numeral 75 denotes an intermediate plate which is composed of a plurality of plate members, each of which is disposed along the width direction of the entrance / exit 13 of the base entrance / exit 13, one side in the width direction is pivotally connected to each other by a shaft 76, and the other side in the width direction. They are pivotally connected to each other by a shaft 77 and are assembled in a bellows shape. The intermediate plate near the hoistway plate 32 is pivotally connected to the protruding end of the hoistway plate 32 by a shaft 76, and the intermediate plate near the base plate 73 is pivotally connected to the other side of the base plate 73 by a shaft 77. .

【0054】78は案内ローラで、軸76に枢着されて
両端部にそれぞれ装備され、移動レール72の溝形開口
部内に配置され溝形の奥側から離れた位置に配備され
る。42は昇降路板32、中間板75及び基部板73を
主要部材として通路の踏み面が構成された乗降通路で、
基部出入口13及び昇降路出入口14の両者の間に架橋
状態に設けられ、地震時等に発生する上記両者間隔の変
化によって伸縮する。
Reference numeral 78 denotes a guide roller, which is pivotally mounted on the shaft 76 and is provided at each end thereof. The guide roller 78 is disposed in the groove-shaped opening of the moving rail 72 and is provided at a position away from the inner side of the groove. Reference numeral 42 denotes an entry / exit passage in which a tread surface of the passage is formed by using the hoistway plate 32, the intermediate plate 75, and the base plate 73 as main members.
The bridge is provided between the base entrance 13 and the hoistway entrance 14 in a bridge state, and expands and contracts due to a change in the distance between the two at the time of an earthquake or the like.

【0055】すなわち、乗降通路42は通常時に図22
に示すように昇降路板32の突出端部が基部出入口13
の床面先端の下側に配置される。また、伸長時に乗降通
路42は図23に示すように昇降路板32と中間板75
の一部が基部出入口13と昇降路出入口14の間に配置
される。また、短縮時に乗降通路42は図24に示すよ
うに昇降路板32先端部の過半が基部出入口13の下側
に進入した状態に配置される。
That is, the getting-on / off passage 42 is normally in the state shown in FIG.
As shown in the figure, the protruding end of the hoistway board 32 is
It is located below the front end of the floor. Also, when extending, the getting-in / out passage 42 is moved up and down as shown in FIG.
Is disposed between the base entrance 13 and the hoistway entrance 14. Also, at the time of shortening, as shown in FIG. 24, the entry / exit passage 42 is arranged in a state in which the majority of the leading end portion of the hoistway plate 32 has entered below the base entrance 13.

【0056】上記のように構成された免震建築用エレベ
ーター装置において、基部レール70に移動レール72
が支持され、また基部レール70及び移動レール72に
案内ローラ78を介して中間板75が支持される。これ
により、乗降通路42が基部出入口13及び昇降路出入
口14の両者の間に架橋状態に設けられる。
In the elevator apparatus for a base-isolated building constructed as described above, the moving rail 72 is attached to the base rail 70.
Are supported, and the intermediate plate 75 is supported by the base rail 70 and the moving rail 72 via the guide roller 78. Thereby, the getting-in / out passage 42 is provided in a bridge state between both the base entrance 13 and the hoistway entrance 14.

【0057】このような構成によって、地震時等であっ
て基部建築体1の縦坑6に対して昇降路5が水平方向に
変位し場合に、乗降通路42が変位したり図22〜図2
4に示すように伸縮したりしても、基部出入口13及び
昇降路出入口14の間に空所が発生したり、乗降通路4
2に変形が発生したりしない。
With such a configuration, when the hoistway 5 is displaced in the horizontal direction with respect to the shaft 6 of the base building 1 at the time of an earthquake or the like, the access passage 42 is displaced, and FIGS.
4, a space is created between the base entrance 13 and the hoistway entrance 14 or the entrance / exit passage 4
2. No deformation occurs.

【0058】このため、乗降通路42が正常状態に維持
され、このような作用が基部出入口13における奥行き
の浅い凹所22による構成によって得ることができる。
したがって、詳細な説明を省略するが図22〜図25の
実施の形態においても図1〜図8の実施の形態と同様な
作用が得られる。
Therefore, the boarding / alighting passage 42 is maintained in a normal state, and such an effect can be obtained by the configuration of the recess 22 having a small depth at the base entrance 13.
Therefore, although detailed description is omitted, the same operation as the embodiment of FIGS. 1 to 8 can be obtained in the embodiments of FIGS.

【0059】実施の形態5.図26〜図30も、この発
明の他の実施の形態の一例を示す図で、図26は通常時
の乗降通路を概念的に示す前述の図37相当図、図27
は図26の要部横断面平面図、図28は図26の左側面
図、図29は伸長時の乗降通路を概念的に示す図27相
当図、図30は短縮時の乗降通路を概念的に示す図27
相当図である。なお、図26〜図30の他は前述の図1
〜図8の実施の形態と同様に免震建築用エレベーター装
置が構成されている。図において、図1〜図8と同符号
は相当部分を示す。
Embodiment 5 FIG. FIGS. 26 to 30 are also views showing another example of the embodiment of the present invention. FIG. 26 is a view corresponding to FIG.
26 is a cross-sectional plan view of the main part of FIG. 26, FIG. 28 is a left side view of FIG. 26, FIG. 29 is a view corresponding to FIG. 27 conceptually showing a getting-off passage when extended, and FIG. FIG. 27 shown in FIG.
FIG. 26 to 30 are the same as those in FIG.
An elevator apparatus for a seismic isolation building is configured in the same manner as in the embodiment of FIGS. In the figure, the same reference numerals as those in FIGS.

【0060】79は基部板で、角筒状をなしフランジ部
80が昇降路出入口13の開口部81における反昇降路
5側に重合され、筒部82が昇降路5側へ突出し上面及
び側面には突出端が内側に屈折され、さらに内側に屈折
されて筒部82に対面した係合部83が形成されてい
る。84は昇降路板で、角筒状をなし一側が昇降路出入
口14に固定されて筒部85が昇降路出入口13側へ突
出し上面及び側面には突出端が外側に屈折されて、さら
に筒部85に沿う方向に屈折されてなる係合部86が形
成されている。
Reference numeral 79 denotes a base plate having a rectangular cylindrical shape, a flange portion 80 is overlapped with the hoistway 5 side at the opening 81 of the hoistway entrance 13, and a cylindrical portion 82 protrudes toward the hoistway 5 side and is formed on the upper surface and side surfaces. The protruding end is bent inward, and an engagement portion 83 that is bent further inward and faces the cylindrical portion 82 is formed. Reference numeral 84 denotes a hoistway plate, which has a rectangular cylindrical shape, one side of which is fixed to the hoistway entrance 14, and a cylindrical portion 85 protrudes toward the hoistway entrance 13, and projecting ends are bent outward on the upper surface and side surfaces. An engaging portion 86 bent in a direction along 85 is formed.

【0061】87は第一中間板で、角筒状をなし筒部8
8の縁部が屈折されてフランジ部89が形成されて基部
板79の筒部82内に摺動可能に嵌合され、フランジ部
89の縁部が筒部88に沿う方向に屈折されてなる係合
部90が形成され、筒部88の反基部板79側の端部は
昇降路板84方向に突出して突出端が内側に屈折されて
さらに筒部88に沿う方向に屈折されてなる係合部91
が形成されている。
Reference numeral 87 denotes a first intermediate plate, which has a rectangular cylindrical shape and has a cylindrical portion 8.
8 is bent so as to form a flange 89, which is slidably fitted into the cylindrical portion 82 of the base plate 79, and the edge of the flange 89 is bent in a direction along the cylindrical portion 88. An engagement portion 90 is formed, and an end of the cylindrical portion 88 on the side opposite to the base plate 79 projects in the direction of the hoistway plate 84, the protruding end is bent inward, and further bent in the direction along the cylindrical portion 88. Joint 91
Are formed.

【0062】92は第二中間板で、角筒状をなし筒部9
3の縁部が屈折されてフランジ部94が形成されて第一
基部板87の筒部88内に摺動可能に嵌合され、フラン
ジ部94の縁部が筒部93に沿う方向に屈折されてなる
係合部95が形成され、筒部93の反基部板79側の端
部は昇降路板84方向に突出して突出端が内側に屈折さ
れてさらに筒部93に沿う方向に屈折されてなる係合部
96が形成されて、この係合部96が昇降路板84の筒
部85外面に摺動可能に嵌合されている。
Reference numeral 92 denotes a second intermediate plate which has a rectangular cylindrical shape and has a cylindrical portion 9.
3 is bent to form a flange portion 94, which is slidably fitted into the tube portion 88 of the first base plate 87, and the edge portion of the flange portion 94 is bent in a direction along the tube portion 93. The end of the cylindrical portion 93 on the side opposite to the base plate 79 protrudes in the direction of the hoistway plate 84, the protruding end is bent inward, and further bent in the direction along the cylindrical portion 93. An engagement portion 96 is formed, and the engagement portion 96 is slidably fitted on the outer surface of the cylindrical portion 85 of the hoistway plate 84.

【0063】42は乗降通路で、基部板79、第一中間
板87、第二中間板92及び昇降路板84を主要部材と
し、これらの部材がテレスコピックパイプ状態に組立て
られて通路の踏み面、側壁及び天井が構成される。そし
て、基部出入口13及び昇降路出入口14の両者の間に
架橋状態に設けられ、地震時等に発生する上記両者間隔
の変化によって伸縮する。
Reference numeral 42 denotes a boarding / alighting passage, which has a base plate 79, a first intermediate plate 87, a second intermediate plate 92, and a lifting / lowering plate 84 as main members. These members are assembled in a telescopic pipe state to provide a tread surface for the passage. A side wall and a ceiling are configured. And it is provided in a bridge state between both the base entrance 13 and the hoistway entrance 14, and expands and contracts due to a change in the above-mentioned interval generated during an earthquake or the like.

【0064】すなわち、乗降通路42は通常時に図2
6、図27に示すよう状態に基部板79、第一中間板8
7、第二中間板92及び昇降路板84の四者が配置され
る。また、伸長時に乗降通路42は図29に示すように
上記四者が配置され、また短縮時に乗降通路42は図3
0に示すように上記四者が配置される。
That is, the getting-in / out passage 42 is normally in the state shown in FIG.
6, the base plate 79 and the first intermediate plate 8 in the state shown in FIG.
7, four of the second intermediate plate 92 and the hoistway plate 84 are arranged. When the vehicle is extended, the above-mentioned four members are arranged as shown in FIG.
The four elements are arranged as shown in FIG.

【0065】なお、乗降通路42の最長伸長時において
上記四者は、互いに対向した係合部83と係合部90と
の係合等によって、互いに隣接した部材相互間に空所が
生じないように構成されている。ただし、基部出入口1
3及び昇降路出入口14の相互の最大変位時において、
係合部83と係合部90等の互いに対向した係合部が接
触しないように余裕を考慮して、第一中間板87等の部
材の昇降路出入口13の出入口方向に沿う長さが設定さ
れる。
During the longest extension of the entry / exit passage 42, the above-mentioned four members are prevented from forming a void between the members adjacent to each other due to the engagement between the engaging portion 83 and the engaging portion 90 facing each other. Is configured. However, base entrance 1
3 and at the time of mutual maximum displacement of shaft shaft 14,
The length along the entrance / exit direction of the hoistway entrance / exit 13 of the member such as the first intermediate plate 87 is set in consideration of the allowance so that the opposing engagement parts such as the engagement part 83 and the engagement part 90 do not contact each other. Is done.

【0066】上記のように構成された免震建築用エレベ
ーター装置において、基部板79、第一中間板87、第
二中間板92及び昇降路板84を主要部材とし、これら
の部材がテレスコピックパイプ状態に組立てられる。そ
して、通路の踏み面、側壁及び天井が構成された乗降通
路42が基部出入口13及び昇降路出入口14の両者の
間に架橋状態に設けられる。そして、上記両者が基部出
入口13の出入口幅方向に変位したときには、基部板7
9のフランジ部80が昇降路出入口13の開口部81に
対して移動する。
In the elevator apparatus for a base-isolated building constructed as described above, the base plate 79, the first intermediate plate 87, the second intermediate plate 92, and the hoistway plate 84 are main members, and these members are in a telescopic pipe state. Assembled. An access passage 42 having a tread surface, side walls and a ceiling of the passage is provided between both the base entrance 13 and the hoistway entrance 14 in a bridge state. When the above both are displaced in the width direction of the entrance of the base entrance 13, the base plate 7
9 moves with respect to the opening 81 of the shaft entrance 13.

【0067】このような構成によって、地震時等であっ
て基部建築体1の縦坑6に対して昇降路5が水平方向に
変位し場合に、乗降通路42が変位したり図26〜図3
0に示すように伸縮したりしても、基部出入口13及び
昇降路出入口14の間に空所が発生したり、乗降通路4
2に変形が発生したりしない。このため、乗降通路42
が正常状態に維持され、このような作用が基部出入口1
3に凹所22を設けない構成によって得ることができ
る。
With such a configuration, when the hoistway 5 is displaced horizontally with respect to the shaft 6 of the base building 1 at the time of an earthquake or the like, the access passage 42 is displaced, and FIGS.
0, a space may be created between the base entrance 13 and the hoistway entrance 14 or the entrance / exit passage 4
2. No deformation occurs. Therefore, the passage 42
Is maintained in a normal state, and such an operation is performed at the base entrance 1
3 can be obtained by a configuration in which the recess 22 is not provided.

【0068】したがって、詳細な説明を省略するが図2
6〜図30の実施の形態においても図1〜図8の実施の
形態と同様な作用が得られる。また、図26〜図30の
実施の形態において、乗降通路42によって通路の踏み
面、側壁及び天井が構成されるので、基部出入口13及
び昇降路出入口14の相対変位時に、例えば踏み面と側
壁の間に空所が発生する不具合を解消することができ
る。
Accordingly, although detailed description is omitted, FIG.
In the embodiments of FIGS. 6 to 30, the same operation as in the embodiment of FIGS. 1 to 8 can be obtained. In the embodiment of FIGS. 26 to 30, the tread surface, the side wall, and the ceiling of the passage are formed by the getting-in / out passage 42, so that, when the base entrance 13 and the hoistway entrance 14 are relatively displaced, for example, the tread surface and the side wall It is possible to eliminate the problem that a void is generated between the two.

【0069】実施の形態6.図31〜図35も、この発
明の他の実施の形態の一例を示す図で、図31は通常時
の乗降通路を概念的に示す前述の図27相当図、図32
は図31のJ−J線断面図、図33は図31のK部拡大
図、図34は伸長時の乗降通路を概念的に示す図31相
当図、図35は短縮時の乗降通路を概念的に示す図31
相当図である。なお、図31〜図35の他は前述の図1
〜図8の実施の形態と同様に免震建築用エレベーター装
置が構成されている。図において、図1〜図8と同符号
は相当部分を示す。
Embodiment 6 FIG. 31 to 35 also show an example of another embodiment of the present invention. FIG. 31 is a view conceptually showing a getting-on / off passage in a normal state, which corresponds to FIG.
31 is a cross-sectional view taken along the line JJ of FIG. 31, FIG. 33 is an enlarged view of a portion K in FIG. 31, FIG. 34 is a view conceptually corresponding to FIG. FIG. 31 schematically shows
FIG. In addition, FIG. 1 to FIG.
An elevator apparatus for a seismic isolation building is configured in the same manner as in the embodiment of FIGS. In the figure, the same reference numerals as those in FIGS.

【0070】97は基部板で、一側が基部出入口13の
側縁部に枢着されて出入口の両側にそれぞれ配置されて
いる。98は昇降路板で、一側が昇降路出入口14の側
縁部に枢着されて出入口の両側にそれぞれ配置されてい
る。99は第一中間板で、一側が基部板97の回動端に
枢着されている。100は第二中間板で、一側が第一中
間板99の他側に枢着され、また他側は昇降路板98の
回動端に枢着されている。
Reference numeral 97 denotes a base plate, one side of which is pivotally attached to a side edge of the base entrance 13 and arranged on both sides of the entrance. Reference numeral 98 denotes a hoistway board, one side of which is pivotally connected to a side edge of the hoistway entrance 14 and is disposed on both sides of the entrance. Reference numeral 99 denotes a first intermediate plate, one side of which is pivotally attached to a rotation end of the base plate 97. Reference numeral 100 denotes a second intermediate plate. One side is pivotally connected to the other side of the first intermediate plate 99, and the other side is pivotally connected to the rotating end of the hoistway plate 98.

【0071】101は付勢子で、ねじりばねからなり第
一中間板99及び第二中間板100の両者相互の枢着部
に配置されて上記両者が互いに接近する方向に付勢す
る。42は乗降通路で、基部板97、第一中間板99、
第二中間板100及び昇降路板98を主要部材とし、こ
れらの部材の互いに隣接した相互が互いにに枢着されて
通路の側壁が構成される。そして、基部出入口13及び
昇降路出入口14の両者の間を連結した状態に設けら
れ、地震時等に発生する上記両者間隔の変化によって伸
縮する。
Reference numeral 101 denotes an urging element, which is a torsion spring, is disposed at a pivotal connection between the first intermediate plate 99 and the second intermediate plate 100, and urges the first and second intermediate plates 99 and 100 toward each other. Reference numeral 42 denotes an entry / exit passage, which includes a base plate 97, a first intermediate plate 99,
The second intermediate plate 100 and the hoistway plate 98 are the main members, and the adjacent members of these members are pivotally connected to each other to form the side wall of the passage. The base entrance 13 and the hoistway entrance 14 are provided so as to be connected to each other, and expand and contract due to a change in the interval between the two at the time of an earthquake or the like.

【0072】すなわち、乗降通路42は通常時に図31
に示すよう状態に基部板97、第一中間板99、第二中
間板100及び昇降路板98の四者が配置される。ま
た、伸長時に乗降通路42は図34に示すように上記四
者が配置され、また短縮時に乗降通路42は図35に示
すように上記四者が配置される。
That is, the boarding passage 42 is normally in the state shown in FIG.
The base plate 97, the first intermediate plate 99, the second intermediate plate 100, and the hoistway plate 98 are arranged in the state shown in FIG. When the vehicle is extended, the four members are arranged as shown in FIG. 34, and when the vehicle is shortened, the four members are arranged as shown in FIG.

【0073】上記のように構成された免震建築用エレベ
ーター装置において、基部板97、第一中間板99、第
二中間板100及び昇降路板98を主要部材とし、これ
らの部材の相互に隣接した部材が互いに枢着される。ま
た、付勢子101によって第一中間板99及び第二中間
板100の両者が、互いに接近する方向に付勢されてこ
れら両者が基部板97及び昇降路板98に対して基部出
入口13から外側に突出した状態に配置される。
In the elevator apparatus for a base-isolated building constructed as described above, the base plate 97, the first intermediate plate 99, the second intermediate plate 100, and the hoistway plate 98 are main members, and these members are adjacent to each other. Are connected to each other. Further, both the first intermediate plate 99 and the second intermediate plate 100 are urged in the direction approaching each other by the urging element 101, and these are moved outward from the base entrance 13 with respect to the base plate 97 and the hoistway plate 98. It is arranged in a protruding state.

【0074】このようにして通路の側壁が構成された乗
降通路42が、基部出入口13及び昇降路出入口14の
両者の間を接続した状態に配置される。そして、地震時
等であって基部建築体1の縦坑6に対して昇降路5が水
平方向に変位し場合に、乗降通路42が変位したり図3
1、図34、図35に示すように伸縮したりしても、基
部出入口13及び昇降路出入口14の間に空所が発生し
たり、乗降通路42に変形が発生したりしない。
The entrance / exit passage 42 having the side wall of the passage thus arranged is arranged so as to connect both the base entrance 13 and the hoistway entrance 14. When the hoistway 5 is displaced in the horizontal direction with respect to the shaft 6 of the base building 1 at the time of an earthquake or the like, the getting on / off passage 42 is displaced.
1, Even if it expands and contracts as shown in FIG. 34 and FIG. 35, a space is not generated between the base entrance 13 and the hoistway entrance 14, and the entrance / exit passage 42 is not deformed.

【0075】このため、乗降通路42が正常状態に維持
され、このような作用が基部出入口13に凹所22を設
けない構成によって得ることができる。したがって、詳
細な説明を省略するが図31〜図35の実施の形態にお
いても図1〜図8の実施の形態と同様な作用が得られ
る。
Therefore, the boarding / alighting passage 42 is maintained in a normal state, and such an operation can be obtained by a configuration in which the recess 22 is not provided in the base entrance 13. Therefore, although detailed description is omitted, the same operation as the embodiment of FIGS. 1 to 8 can be obtained in the embodiments of FIGS.

【0076】なお、図31〜図35の実施の形態におい
て、基部出入口13に基部板97を、また昇降路出入口
14に昇降路板98を枢着することによって乗降通路4
2を建築体に装着することできる。したがって、乗降通
路42の据付費を低減することができる。また、図31
〜図35の実施の形態の構成を、乗降通路42の天井に
容易に応用することができ、側壁の場合と同様な作用を
得ることができる。
In the embodiment shown in FIGS. 31 to 35, the base plate 97 is pivotally mounted on the base entrance 13 and the hoistway plate 98 is pivotally mounted on the hoistway entrance 14 so that the entrance / exit passage 4 can be moved.
2 can be attached to the building. Therefore, the installation cost of the getting-in / out passage 42 can be reduced. FIG.
35 can be easily applied to the ceiling of the boarding / alighting passage 42, and the same effect as in the case of the side wall can be obtained.

【0077】[0077]

【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
震建築体と一体的に構築されて基部建築体の立面に対向
して配置され、基部建築体に形成された基部出入口に対
向する昇降路出入口を有する昇降路と、基部出入口に一
側が保持されて昇降路出入口方向へ突設された基部板
と、昇降路出入口に一側が保持されて基部出入口方向へ
突設された昇降路板と、基部板の他側に一側が係合され
他側は昇降路板の他側に係合されて基部板及び昇降路板
の両者間の空所を塞ぎ上記両者とにより基部建築体及び
昇降路の相互間距離に対応する乗降通路を構成する中間
板とを設けたものである。
As described above, according to the present invention, a base-isolated building supported on a base building via a seismic isolation device, and an elevation of the base building integrally constructed with the base-isolated building. A hoistway having a hoistway entrance facing the base entrance formed in the base building, a base plate having one side held at the base entrance and protruding in the direction of the hoistway entrance, A hoistway plate, one side of which is held at the road entrance and protruding toward the base entrance, and one side engaged with the other side of the base plate and the other side engaged with the other side of the hoistway plate, and the base plate and the elevating An intermediate plate that closes a space between the two road boards and forms a boarding passage corresponding to the distance between the base building and the hoistway is provided by the two.

【0078】これによって、地震時等であって基部建築
体に対して昇降路が水平方向に変位し場合に、乗降通路
が変位したり伸縮したりしても、基部出入口及び昇降路
出入口の間に空所が発生したり、乗降通路に変形が発生
したりせず、乗降通路が正常状態に維持される。そし
て、このような作用を基部出入口における奥行きの浅い
凹所によって容易に得ることができる。したがって、凹
所のための基部建築体側における施工を簡略化でき費用
を節減する効果がある。また、凹所の下側の基部出入口
の天井部に張出す梁状部が小さくなって建築設計上の制
約を減少する効果がある。
Thus, when the hoistway is displaced in the horizontal direction with respect to the base building at the time of an earthquake or the like, even if the getting-in / out passage is displaced or expands / contracts, the distance between the base entrance and the hoistway entrance / exit is reduced. There is no vacant space in the vehicle, and no deformation occurs in the entrance / exit passage, and the entrance / exit passage is maintained in a normal state. Such an effect can be easily obtained by the shallow recess at the base entrance. Therefore, the construction on the side of the base building for the recess can be simplified and the cost can be reduced. In addition, the beam-shaped portion projecting from the ceiling of the base entrance below the recess is reduced, which has the effect of reducing restrictions on architectural design.

【0079】また、この発明は以上説明したように、基
部板の一側を基部出入口の床面に対応して配置して基部
出入口の出入口幅方向に移動可能に保持し、昇降路板の
一側を昇降路出入口の床面に対応して配置すると共に、
中間板の一側を基部板の突出端に他側を昇降路板の突出
端にそれぞれ重合し溝穴を介して基部出入口の出入方向
に移動可能に係合し、基部板、昇降路板及び中間板によ
り乗降通路の踏み面を形成したものである。
As described above, according to the present invention, one side of the base plate is disposed so as to correspond to the floor surface of the base entrance, and is held so as to be movable in the width direction of the entrance of the base entrance. The side is arranged corresponding to the floor of the shaft entrance,
One side of the intermediate plate overlaps with the projecting end of the base plate and the other side overlaps with the projecting end of the hoistway plate, and movably engages in the direction of entry and exit of the base entrance through a slot, and the base plate, the hoistway plate and The tread surface of the entry / exit passage is formed by the intermediate plate.

【0080】これによって、地震時等であって基部建築
体に対して昇降路が水平方向に変位し場合に、基部板及
び昇降路板に重合した中間板による乗降通路の踏み面が
変位したり伸縮したりしても、基部出入口及び昇降路出
入口の間に空所が発生したり、乗降通路に変形が発生し
たりせず、乗降通路が正常状態に維持される。そして、
このような作用が基部出入口における奥行きの浅い凹所
によって容易に得ることができる。したがって、凹所の
ための基部建築体側における施工を簡略化でき費用を節
減する効果がある。また、凹所の下側の基部出入口の天
井部に張出す梁状部が小さくなって建築設計上の制約を
減少する効果がある。
Thus, when the hoistway is displaced in the horizontal direction with respect to the base building at the time of an earthquake or the like, the tread surface of the getting on / off passage due to the intermediate plate superimposed on the base plate and the hoistway plate may be displaced. Even if it expands or contracts, a space is not generated between the base entrance and the entrance of the hoistway, and the entrance / exit passage is not deformed, and the entrance / exit passage is maintained in a normal state. And
Such an effect can be easily obtained by a shallow recess at the base entrance. Therefore, the construction on the side of the base building for the recess can be simplified and the cost can be reduced. In addition, the beam-shaped portion projecting from the ceiling of the base entrance below the recess is reduced, which has the effect of reducing restrictions on architectural design.

【0081】また、この発明は以上説明したように、基
部板の一側を基部出入口の床面に対応して配置して基部
出入口の出入口幅方向に移動可能に保持し、昇降路板の
一側を昇降路出入口の床面に対応して配置すると共に、
中間板を、互いに隣接した部材相互の縁部が重合されて
基部出入口の出入方向に移動可能に係合した複数枚の部
材によって構成し、基部板、昇降路板及び中間板により
乗降通路の踏み面を形成したものである。
As described above, according to the present invention, one side of the base plate is disposed so as to correspond to the floor surface of the base entrance, and is held so as to be movable in the width direction of the entrance of the base entrance. The side is arranged corresponding to the floor of the shaft entrance,
The intermediate plate is constituted by a plurality of members in which the edges of the members adjacent to each other are overlapped and movably engaged in the direction of entry and exit of the base entrance, and the base plate, the hoistway plate, and the intermediate plate step on the getting on / off passage. A surface is formed.

【0082】これによって、地震時等であって基部建築
体に対して昇降路が水平方向に変位し場合に、複数枚の
部材によって形成されて基部板及び昇降路板に重合した
中間板による乗降通路の踏み面が変位したり伸縮したり
しても、基部出入口及び昇降路出入口の間に空所が発生
したり、乗降通路に変形が発生したりせず、乗降通路が
正常状態に維持される。そして、このような作用が基部
出入口における奥行きの浅い凹所によって容易に得るこ
とができる。したがって、凹所のための基部建築体側に
おける施工を簡略化でき費用を節減する効果がある。ま
た、凹所の下側の基部出入口の天井部に張出す梁状部が
小さくなって建築設計上の制約を減少する効果がある。
Accordingly, when the hoistway is displaced in the horizontal direction with respect to the base building during an earthquake or the like, the getting on / off by the intermediate plate formed by a plurality of members and superimposed on the base plate and the hoistway plate. Even if the tread surface of the passage is displaced or expanded or contracted, no space is created between the base entrance and the entrance of the hoistway, and no deformation occurs in the entrance / exit passage, and the entrance / exit passage is maintained in a normal state. You. Such an effect can be easily obtained by a shallow recess at the base entrance. Therefore, the construction on the side of the base building for the recess can be simplified and the cost can be reduced. In addition, the beam-shaped portion projecting from the ceiling of the base entrance below the recess is reduced, which has the effect of reducing restrictions on architectural design.

【0083】また、この発明は以上説明したように、基
部板の一側を基部出入口の床面に対応して配置して基部
出入口の出入口幅方向に移動可能に保持し、昇降路板の
一側を昇降路出入口の床面に対応して配置すると共に、
中間板を、互いに隣接した部材相互の縁部が枢着されて
連結され、基部出入口側へ引き込み可能に構成して、基
部板、昇降路板及び中間板により乗降通路の踏み面を形
成したものである。
As described above, according to the present invention, one side of the base plate is disposed so as to correspond to the floor surface of the base entrance, and is held so as to be movable in the width direction of the entrance of the base entrance. The side is arranged corresponding to the floor of the shaft entrance,
The intermediate plate is configured such that the edges of the adjacent members are pivotally connected to each other and connected to each other so that the intermediate plate can be drawn into the base entrance side, and the base plate, the hoistway plate, and the intermediate plate form a tread surface of the entry / exit passage. It is.

【0084】これによって、地震時等であって基部建築
体に対して昇降路が水平方向に変位し場合に、互いに隣
接した部材相互の縁部が枢着されて連結され、基部出入
口側へ引き込み可能に構成された中間板、基部板及び昇
降路板による乗降通路の踏み面が変位したり伸縮したり
しても、基部出入口及び昇降路出入口の間に空所が発生
したり、乗降通路に変形が発生したりせず、乗降通路が
正常状態に維持される。そして、このような作用が基部
出入口における奥行きの浅い凹所によって容易に得るこ
とができる。したがって、凹所のための基部建築体側に
おける施工を簡略化でき費用を節減する効果がある。ま
た、凹所の下側の基部出入口の天井部に張出す梁状部が
小さくなって建築設計上の制約を減少する効果がある。
Thus, when the hoistway is displaced in the horizontal direction with respect to the base building at the time of an earthquake or the like, the edges of the members adjacent to each other are pivotally connected to each other and drawn into the base entrance side. Even if the tread surface of the entrance / exit passage by the intermediate plate, the base plate, and the elevating / exiting plate that is configured to be displaced or expanded / contracted, a void is generated between the base entrance / exit and the entrance / exit passage, Deformation does not occur, and the getting on / off passage is maintained in a normal state. Such an effect can be easily obtained by a shallow recess at the base entrance. Therefore, the construction on the side of the base building for the recess can be simplified and the cost can be reduced. In addition, the beam-shaped portion projecting from the ceiling of the base entrance below the recess is reduced, which has the effect of reducing restrictions on architectural design.

【0085】また、この発明は以上説明したように、基
部板の一側を基部出入口の床面に対応して配置して基部
出入口の出入口幅方向に移動可能に保持し、昇降路板の
一側を昇降路出入口の床面に対応して配置すると共に、
中間板を、互いに隣接した部材相互の縁部が枢着されて
連結され蛇腹状に組立られて基部出入口側へ折り畳み可
能に構成して、基部板、昇降路板及び中間板により乗降
通路の踏み面を形成したものである。
As described above, according to the present invention, one side of the base plate is disposed so as to correspond to the floor surface of the base entrance, and is held so as to be movable in the width direction of the base entrance. The side is arranged corresponding to the floor of the shaft entrance,
The intermediate plate is configured such that the edges of the adjacent members are pivotally connected to each other and connected to each other to be assembled in a bellows shape so that the intermediate plate can be folded toward the base entrance / exit side. A surface is formed.

【0086】これによって、地震時等であって基部建築
体に対して昇降路が水平方向に変位し場合に、互いに隣
接した部材相互の縁部が枢着されて連結され、基部出入
口側へ折り畳み可能に構成された中間板、基部板及び昇
降路板による乗降通路の踏み面が変位したり伸縮したり
しても、基部出入口及び昇降路出入口の間に空所が発生
したり、乗降通路に変形が発生したりせず、乗降通路が
正常状態に維持される。そして、このような作用が基部
出入口における奥行きの浅い凹所によって容易に得るこ
とができる。したがって、凹所のための基部建築体側に
おける施工を簡略化して費用を節減する効果がある。ま
た、凹所の下側の基部出入口の天井部に張出す梁状部が
小さくなって建築設計上の制約を減少する効果がある。
Thus, when the hoistway is displaced in the horizontal direction with respect to the base building during an earthquake or the like, the edges of the members adjacent to each other are pivotally connected to each other and folded toward the base entrance side. Even if the tread surface of the entrance / exit passage by the intermediate plate, the base plate, and the elevating / exiting plate that is configured to be displaced or expanded / contracted, a void is generated between the base entrance / exit and the entrance / exit passage, Deformation does not occur, and the getting on / off passage is maintained in a normal state. Such an effect can be easily obtained by a shallow recess at the base entrance. Therefore, there is an effect that the construction on the side of the base building for the recess is simplified and the cost is reduced. In addition, the beam-shaped portion projecting from the ceiling of the base entrance below the recess is reduced, which has the effect of reducing restrictions on architectural design.

【0087】また、この発明は以上説明したように、角
筒状の基部板の一側を基部出入口に対応して配置して基
部出入口の出入口幅方向に移動可能に保持し、角筒状の
昇降路板の一側を昇降路出入口に対応して配置すると共
に、中間板を、角筒状に形成して基部出入口の出入方向
に沿う一端が基部板の他側に、他端が昇降路板の他側に
それぞれテレスコピックパイプ状態に嵌合して、基部
板、昇降路板及び中間板によって出入方向に伸縮可能な
乗降通路を形成したものである。
Further, as described above, according to the present invention, one side of the rectangular cylindrical base plate is arranged corresponding to the base entrance and is held movably in the width direction of the entrance and exit of the base entrance. One side of the hoistway plate is arranged corresponding to the hoistway entrance, and the intermediate plate is formed in a square tubular shape, one end along the entrance direction of the base entrance is the other side of the base plate, and the other end is the hoistway. The other side of the board is fitted in a telescopic pipe state, and a base board, a hoistway board, and an intermediate board form a boarding passage that can expand and contract in the entry and exit directions.

【0088】これによって、地震時等であって基部建築
体に対して昇降路が水平方向に変位し場合に、両端が基
部板及び昇降路板にそれぞれテレスコピックパイプ状態
に嵌合された中間板、基部板及び昇降路板による乗降通
路が変位したり伸縮したりしても、基部出入口及び昇降
路出入口の間に空所が発生したり、乗降通路に変形が発
生したりせず、乗降通路が正常状態に維持される。そし
て、このような作用が基部出入口における凹所を要する
ことなく容易に得ることができる。したがって、凹所の
ための基部建築体側における施工を簡略化でき費用を節
減する効果がある。また、凹所の下側の基部出入口の天
井部に張出す梁状部が小さくなって建築設計上の制約を
減少する効果がある。
When the hoistway is displaced in the horizontal direction with respect to the base building during an earthquake or the like, an intermediate plate having both ends fitted to the base plate and the hoistway plate in a telescopic pipe state, Even if the platform board and the platform board are displaced or expanded / contracted, a space is not created between the base entrance and the platform entrance, and the platform does not deform. It is maintained in a normal state. Such an action can be easily obtained without requiring a recess at the base entrance. Therefore, the construction on the side of the base building for the recess can be simplified and the cost can be reduced. In addition, the beam-shaped portion projecting from the ceiling of the base entrance below the recess is reduced, which has the effect of reducing restrictions on architectural design.

【0089】また、この発明は以上説明したように、基
部板の一側を基部出入口の側縁部に枢着し、昇降路板の
一側を昇降路出入口の側縁部に枢着すると共に、第一中
間板の一側を基部板の他側に枢着し、第二中間板の一側
を第一中間板の他側に枢着し、第二中間板の他側を昇降
路板の他側に枢着し、第一中間板及び第二中間板の回動
端を互いに接近する方向に付勢して第一中間板及び第二
中間板を基部出入口幅から外側へ突出した状態に配置
し、基部板、昇降路板、第一中間板及び第二中間板によ
り基部出入口の出入方向に伸縮可能な乗降通路の側壁を
形成したものである。
Further, as described above, the present invention pivotally connects one side of the base plate to the side edge of the base entrance and one side of the hoistway plate to the side edge of the hoistway entrance. , One side of the first intermediate plate is pivotally connected to the other side of the base plate, one side of the second intermediate plate is pivotally connected to the other side of the first intermediate plate, and the other side of the second intermediate plate is a hoistway plate. In a state in which the first intermediate plate and the second intermediate plate project outward from the base entrance width by urging the rotating ends of the first intermediate plate and the second intermediate plate in directions approaching each other. And the base plate, the hoistway plate, the first intermediate plate and the second intermediate plate form side walls of a boarding passage that can be extended and contracted in the entrance direction of the base entrance.

【0090】これによって、地震時等であって基部建築
体に対して昇降路が水平方向に変位し場合に、互いに枢
着されて付勢され基部出入口幅から外側へ突出した状態
に配置された第一中間板及び第二中間板並びに基部板及
び昇降路板による乗降通路が変位したり伸縮したりして
も、基部出入口及び昇降路出入口の間に空所が発生した
り、乗降通路に変形が発生したりせず、乗降通路が正常
状態に維持される。そして、このような作用が基部出入
口における凹所を要することなく容易に得ることができ
る。したがって、凹所のための基部建築体側における施
工を簡略化して費用を節減する効果がある。また、凹所
の下側の基部出入口の天井部に張出す梁状部が小さくな
って建築設計上の制約を減少する効果がある。
Accordingly, when the hoistway is displaced in the horizontal direction with respect to the base building at the time of an earthquake or the like, the shafts are pivotally connected to each other and are urged to protrude outward from the width of the base entrance. Even if the entrance / exit passage by the first intermediate plate and the second intermediate plate and the base plate / hoistway plate is displaced or expanded / contracted, a void is created between the base entrance / exit and the entrance / exit passage, or the entrance / exit passage is deformed. Does not occur, and the getting on / off passage is maintained in a normal state. Such an action can be easily obtained without requiring a recess at the base entrance. Therefore, there is an effect that the construction on the side of the base building for the recess is simplified and the cost is reduced. In addition, the beam-shaped portion projecting from the ceiling of the base entrance below the recess is reduced, which has the effect of reducing restrictions on architectural design.

【図面の簡単な説明】[Brief description of the drawings]

【図1】 この発明の実施の形態1を示す図で、通常時
の乗降通路を概念的に示す後述する図37相当図。
FIG. 1 is a view showing a first embodiment of the present invention, and is a view corresponding to FIG. 37, which will be described later, conceptually showing a boarding passage at a normal time;

【図2】 図1の要部拡大図。FIG. 2 is an enlarged view of a main part of FIG. 1;

【図3】 図2のB−B線断面図。FIG. 3 is a sectional view taken along line BB of FIG. 2;

【図4】 図2のC−C線断面図。FIG. 4 is a sectional view taken along line CC of FIG. 2;

【図5】 図4のD−D線断面図。FIG. 5 is a sectional view taken along line DD of FIG. 4;

【図6】 伸長時の乗降通路を概念的に示す図1相当
図。
FIG. 6 is a view corresponding to FIG. 1 conceptually showing a getting on / off passage at the time of extension.

【図7】 短縮時の乗降通路を概念的に示す図1相当
図。
FIG. 7 is a view corresponding to FIG. 1 conceptually showing a getting-off passage at the time of shortening.

【図8】 図7の要部拡大図。FIG. 8 is an enlarged view of a main part of FIG. 7;

【図9】 この発明の実施の形態2を示す図で、通常時
の乗降通路を概念的に示す後述する図37相当図。
FIG. 9 is a view showing the second embodiment of the present invention, and is a view corresponding to FIG. 37, which will be described later, conceptually showing a getting-on / off passage in a normal state.

【図10】 伸長時の乗降通路を概念的に示す図9相当
図。
FIG. 10 is a view corresponding to FIG. 9 conceptually showing a getting-on / off passage at the time of extension.

【図11】 短縮時の乗降通路を概念的に示す図9相当
図。
FIG. 11 is a view corresponding to FIG. 9 conceptually showing a getting-off passage at the time of shortening;

【図12】 図10の要部拡大図。FIG. 12 is an enlarged view of a main part of FIG. 10;

【図13】 図12のE−E線断面要部拡大図。FIG. 13 is an enlarged view of a principal part in cross section taken along line EE in FIG. 12;

【図14】 図12の第三中間板の拡大側面図。FIG. 14 is an enlarged side view of the third intermediate plate of FIG.

【図15】 図14のF−F線断面の左半分を示す図。FIG. 15 is a view showing a left half of a cross section taken along line FF of FIG. 14;

【図16】 図14のG−G線断面の左半分を示す図。FIG. 16 is a diagram showing a left half of a section taken along line GG of FIG. 14;

【図17】 図12の第一中間板又は第二中間板の拡大
側面図。
FIG. 17 is an enlarged side view of the first intermediate plate or the second intermediate plate of FIG. 12;

【図18】 図17のH−H線断面の右半分を示す図。18 is a diagram showing a right half of a cross section taken along line HH of FIG. 17;

【図19】 この発明の実施の形態3を示す図で、通常
時の乗降通路を概念的に示す後述する図37相当図。
FIG. 19 is a view showing the third embodiment of the present invention, and is a view corresponding to FIG. 37, which will be described later, conceptually showing a boarding passage at a normal time.

【図20】 伸長時の乗降通路を概念的に示す図19相
当図。
FIG. 20 is a view corresponding to FIG. 19 conceptually showing a getting-on / off passage at the time of extension.

【図21】 短縮時の乗降通路を概念的に示す図19相
当図。
FIG. 21 is a view corresponding to FIG. 19, conceptually showing a getting-off passage at the time of shortening;

【図22】 この発明の実施の形態4を示す図で、通常
時の乗降通路を概念的に示す後述する図37相当図。
FIG. 22 is a view showing the fourth embodiment of the present invention, and is a view corresponding to FIG. 37, which will be described later, conceptually showing a normal entry / exit passage.

【図23】 伸長時の乗降通路を概念的に示す図22相
当図。
FIG. 23 is a view corresponding to FIG. 22 conceptually showing a getting-on / off passage at the time of extension.

【図24】 短縮時の乗降通路を概念的に示す図22相
当図。
FIG. 24 is a diagram corresponding to FIG. 22, conceptually showing a getting-off passage at the time of shortening;

【図25】 図24のI−I線断面図。FIG. 25 is a sectional view taken along line II of FIG. 24;

【図26】 この発明の実施の形態5を示す図で、通常
時の乗降通路を概念的に示す後述する図37相当図。
FIG. 26 is a view showing the fifth embodiment of the present invention, and is a view corresponding to FIG. 37, which will be described later, conceptually showing a boarding passage at a normal time;

【図27】 図26の要部横断面平面図。FIG. 27 is a cross-sectional plan view of a main part of FIG. 26;

【図28】 図26の左側面図。FIG. 28 is a left side view of FIG. 26.

【図29】 伸長時の乗降通路を概念的に示す図27相
当図。
FIG. 29 is a view corresponding to FIG. 27 conceptually showing a getting-on / off passage at the time of extension.

【図30】 短縮時の乗降通路を概念的に示す図27相
当図。
FIG. 30 is a view corresponding to FIG. 27 conceptually showing a getting-off passage at the time of shortening.

【図31】 この発明の実施の形態6を示す図で、通常
時の乗降通路を概念的に示す図27相当図。
FIG. 31 is a view showing the sixth embodiment of the present invention, and is a view corresponding to FIG. 27 conceptually showing a getting on / off passage in a normal state.

【図32】 図31のJ−J線断面図。FIG. 32 is a sectional view taken along line JJ of FIG. 31;

【図33】 図31のK部拡大図。FIG. 33 is an enlarged view of a portion K in FIG. 31;

【図34】 伸長時の乗降通路を概念的に示す図31相
当図。
FIG. 34 is a view corresponding to FIG. 31 conceptually showing a getting-on / off passage at the time of extension.

【図35】 短縮時の乗降通路を概念的に示す図31相
当図。
FIG. 35 is a view corresponding to FIG. 31, conceptually showing a getting-off passage at the time of shortening;

【図36】 従来の免震建築用エレベーター装置を示す
縦断面図。
FIG. 36 is a longitudinal sectional view showing a conventional seismic isolation building elevator apparatus.

【図37】 図36のA部拡大図。FIG. 37 is an enlarged view of a portion A in FIG. 36;

【符号の説明】[Explanation of symbols]

1 基部建築体、3 免震装置、4 免震建築体、5
昇降路、13 基部出入口、14 昇降路出入口、26
基部板、28 溝穴、32 昇降路板、34溝穴、3
7 中間板、42 乗降通路、44 第一中間板、50
第二中間板、56 第三中間板、61 第四中間板、
62 第五中間板、65 中間板、67 基部板、73
基部板、75 中間板、79 基部板、84 昇降路
板、87 第一中間板、92 第二中間板、97 基部
板、98 昇降路板、99 第一中間板、100 第二
中間板。
1 base building, 3 seismic isolation device, 4 seismic isolation building, 5
Hoistway, 13 base entrance, 14 hoistway entrance, 26
Base plate, 28 slots, 32 hoistway board, 34 slots, 3
7 intermediate plate, 42 getting-in / out passage, 44 first intermediate plate, 50
Second intermediate plate, 56 third intermediate plate, 61 fourth intermediate plate,
62 fifth intermediate plate, 65 intermediate plate, 67 base plate, 73
Base plate, 75 intermediate plate, 79 base plate, 84 hoistway plate, 87 first intermediate plate, 92 second intermediate plate, 97 base plate, 98 hoistway plate, 99 first intermediate plate, 100 second intermediate plate.

フロントページの続き (72)発明者 神野 柳太郎 東京都千代田区丸の内二丁目2番3号 三 菱電機株式会社内 (72)発明者 山崎 真治 東京都千代田区丸の内二丁目2番3号 三 菱電機株式会社内Continuing from the front page (72) Inventor Rintaro Jinno 2-3-2 Marunouchi, Chiyoda-ku, Tokyo, Japan Mitsubishi Electric Corporation (72) Inventor Shinji Yamazaki 2-3-2, Marunouchi, Chiyoda-ku, Tokyo Mitsubishi Electric Co., Ltd. In company

Claims (7)

【特許請求の範囲】[Claims] 【請求項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、この免震建築体と一体的に構築されて上
記基部建築体の立面に対向して配置され、上記基部建築
体に形成された基部出入口に対向する昇降路出入口を有
する昇降路と、上記基部出入口に一側が保持されて上記
昇降路出入口方向へ突設された基部板と、上記昇降路出
入口に一側が保持されて上記基部出入口方向へ突設され
た昇降路板と、上記基部板の他側に一側が係合され他側
は上記昇降路板の他側に係合されて上記基部板及び昇降
路板の両者間の空所を塞ぎ上記両者とによって上記基部
建築体及び昇降路の相互間距離に対応する乗降通路を構
成する中間板とを備えた免震建築用エレベーター装置。
1. A base-isolated building supported by a base building via a seismic isolation device, the base-isolated building being constructed integrally with the base-isolated building and arranged to face an elevation of the base building. A hoistway having a hoistway entrance facing the base entrance formed in the base building; a base plate having one side held at the base entrance and projecting in the hoistway entrance direction; And a hoistway plate protruded in the direction of the base entrance and the other side is engaged with the other side of the base plate, and the other side is engaged with the other side of the hoistway plate so that the base plate and the lift An elevator apparatus for a base-isolated building, comprising: an intermediate board that closes a space between both road boards and forms a boarding passage corresponding to a distance between the base building and the hoistway by the two.
【請求項2】 基部板の一側を基部出入口の床面に対応
して配置して上記基部出入口の出入口幅方向に移動可能
に保持し、昇降路板の一側を昇降路出入口の床面に対応
して配置すると共に、中間板の一側を上記基部板の突出
端に他側を上記昇降路板の突出端にそれぞれ重合し溝穴
を介して上記基部出入口の出入方向に移動可能に係合
し、上記基部板、昇降路板及び中間板により乗降通路の
踏み面を形成したことを特徴とする請求項1記載の免震
建築用エレベーター装置。
2. One side of the base plate is disposed corresponding to the floor of the base entrance so as to be movable in the width direction of the entrance of the base entrance, and one side of the hoistway plate is a floor surface of the hoistway entrance. And one side of the intermediate plate overlaps with the protruding end of the base plate and the other side overlaps with the protruding end of the hoistway plate, and can be moved in and out of the base entrance through a slot. The elevator apparatus for a seismic isolation building according to claim 1, wherein the base plate, the hoistway plate, and the intermediate plate are engaged to form a tread surface of a boarding passage.
【請求項3】 基部板の一側を基部出入口の床面に対応
して配置して上記基部出入口の出入口幅方向に移動可能
に保持し、昇降路板の一側を昇降路出入口の床面に対応
して配置すると共に、中間板を、互いに隣接した部材相
互の縁部が重合されて上記基部出入口の出入方向に移動
可能に係合した複数枚の部材によって構成し、上記基部
板、昇降路板及び中間板により乗降通路の踏み面を形成
したことを特徴とする請求項1記載の免震建築用エレベ
ーター装置。
3. One side of the base plate is disposed corresponding to the floor surface of the base entrance so as to be movable in the width direction of the entrance of the base entrance, and one side of the hoistway plate is the floor surface of the hoistway entrance. In addition, the intermediate plate is constituted by a plurality of members in which the edges of the members adjacent to each other are overlapped and movably engaged in the entrance direction of the base entrance, and the base plate, The elevator device for a base-isolated building according to claim 1, wherein a tread surface of the boarding / alighting passage is formed by the road plate and the intermediate plate.
【請求項4】 基部板の一側を基部出入口の床面に対応
して配置して上記基部出入口の出入口幅方向に移動可能
に保持し、昇降路板の一側を昇降路出入口の床面に対応
して配置すると共に、中間板を、互いに隣接した部材相
互の縁部が枢着されて連結されて上記基部出入口側へ引
き込み可能に構成し、上記基部板、昇降路板及び中間板
により乗降通路の踏み面を形成したことを特徴とする請
求項1記載の免震建築用エレベーター装置。
4. One side of the base plate is arranged corresponding to the floor of the base entrance so as to be movable in the width direction of the entrance of the base entrance, and one side of the hoistway plate is a floor surface of the hoistway entrance. In addition, the intermediate plate is configured so that the edges of the members adjacent to each other are pivotally connected and connected to be drawn into the base entrance / exit side, and the base plate, the hoistway plate and the intermediate plate are used. The elevator device for a base-isolated building according to claim 1, wherein a tread surface of the boarding passage is formed.
【請求項5】 基部板の一側を基部出入口の床面に対応
して配置して上記基部出入口の出入口幅方向に移動可能
に保持し、昇降路板の一側を昇降路出入口の床面に対応
して配置すると共に、中間板を、互いに隣接した部材相
互の縁部が枢着されて連結され蛇腹状に組立られて上記
基部出入口側へ折り畳み可能に構成し、上記基部板、昇
降路板及び中間板により乗降通路の踏み面を形成したこ
とを特徴とする請求項1記載の免震建築用エレベーター
装置。
5. One side of the base plate is disposed corresponding to the floor surface of the base entrance so as to be movable in the width direction of the base entrance, and one side of the hoistway plate is a floor surface of the hoistway entrance. In addition, the intermediate plate is configured so that edges of the members adjacent to each other are pivotally connected and connected to each other and assembled in a bellows shape so that the intermediate plate can be folded toward the base entrance / exit side, and the base plate, the hoistway The elevator device for a base-isolated building according to claim 1, wherein a step surface of the boarding / alighting passage is formed by the plate and the intermediate plate.
【請求項6】 角筒状の基部板の一側を基部出入口に対
応して配置して上記基部出入口の出入口幅方向に移動可
能に保持し、角筒状の昇降路板の一側を昇降路出入口に
対応して配置すると共に、中間板を、角筒状に形成して
上記基部出入口の出入方向に沿う一端を上記基部板の他
側に、他端を上記昇降路板の他側にそれぞれテレスコピ
ックパイプ状態に嵌合し、上記基部板、昇降路板及び中
間板により上記出入方向に伸縮可能な乗降通路を形成し
たことを特徴とする請求項1記載の免震建築用エレベー
ター装置。
6. One side of a rectangular cylindrical base plate is arranged corresponding to the base entrance so as to be movable in the width direction of the entrance of the base entrance, and one side of the rectangular cylindrical hoistway plate is raised and lowered. Along with being arranged corresponding to the road entrance, the intermediate plate is formed in a square tubular shape, and one end along the entrance direction of the base entrance is on the other side of the base plate, and the other end is on the other side of the hoistway plate. The elevator apparatus for a base-isolated building according to claim 1, wherein each of the base plates, the hoistway plate, and the intermediate plate are fitted in a telescopic pipe state to form a boarding passage that is extendable in the entrance and exit directions.
【請求項7】 基部板の一側を基部出入口の側縁部に枢
着し、昇降路板の一側を昇降路出入口の側縁部に枢着す
ると共に、第一中間板の一側を上記基部板の他側に枢着
し、第二中間板の一側を上記第一中間板の他側に枢着
し、上記第二中間板の他側を上記昇降路板の他側に枢着
し、上記第一中間板及び第二中間板の回動端を互いに接
近する方向に付勢して上記第一中間板及び第二中間板を
上記基部出入口幅から外側へ突出した状態に配置し、上
記基部板、昇降路板、第一中間板及び第二中間板により
上記基部出入口の出入方向に伸縮可能な乗降通路の側壁
を形成したことを特徴とする請求項1記載の免震建築用
エレベーター装置。
7. One side of the base plate is pivotally connected to the side edge of the base entrance, one side of the hoistway plate is pivotally connected to the side edge of the hoistway entrance, and one side of the first intermediate plate is connected. The other side of the base plate is pivotally connected, one side of the second intermediate plate is pivotally connected to the other side of the first intermediate plate, and the other side of the second intermediate plate is pivotally connected to the other side of the hoistway plate. The first intermediate plate and the second intermediate plate are biased in a direction approaching each other to dispose the first intermediate plate and the second intermediate plate so as to protrude outward from the base entrance / exit width. The base-isolated building according to claim 1, wherein the base plate, the hoistway plate, the first intermediate plate, and the second intermediate plate form side walls of a boarding passage that can be extended and retracted in the entrance direction of the base entrance. For elevator equipment.
JP34276697A 1997-12-12 1997-12-12 Seismic isolation elevator system Expired - Lifetime JP3647626B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34276697A JP3647626B2 (en) 1997-12-12 1997-12-12 Seismic isolation elevator system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34276697A JP3647626B2 (en) 1997-12-12 1997-12-12 Seismic isolation elevator system

Publications (2)

Publication Number Publication Date
JPH11171429A true JPH11171429A (en) 1999-06-29
JP3647626B2 JP3647626B2 (en) 2005-05-18

Family

ID=18356340

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34276697A Expired - Lifetime JP3647626B2 (en) 1997-12-12 1997-12-12 Seismic isolation elevator system

Country Status (1)

Country Link
JP (1) JP3647626B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005298153A (en) * 2004-04-13 2005-10-27 Mitsubishi Electric Building Techno Service Co Ltd Movable landing device for elevator for base isolation building
JP2005298150A (en) * 2004-04-13 2005-10-27 Mitsubishi Electric Building Techno Service Co Ltd Movable landing device for elevator for base isolation building
JP2005306498A (en) * 2004-04-16 2005-11-04 Mitsubishi Electric Building Techno Service Co Ltd Elevator device for base isolation building
JP2006306590A (en) * 2005-04-28 2006-11-09 Mitsubishi Electric Building Techno Service Co Ltd Landing device of elevator for base-isolated building
JP2017043912A (en) * 2015-08-25 2017-03-02 井上商事株式会社 Expansion joint device

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005298153A (en) * 2004-04-13 2005-10-27 Mitsubishi Electric Building Techno Service Co Ltd Movable landing device for elevator for base isolation building
JP2005298150A (en) * 2004-04-13 2005-10-27 Mitsubishi Electric Building Techno Service Co Ltd Movable landing device for elevator for base isolation building
JP4481068B2 (en) * 2004-04-13 2010-06-16 三菱電機ビルテクノサービス株式会社 Movable landing equipment for elevators for base-isolated buildings
JP2005306498A (en) * 2004-04-16 2005-11-04 Mitsubishi Electric Building Techno Service Co Ltd Elevator device for base isolation building
JP2006306590A (en) * 2005-04-28 2006-11-09 Mitsubishi Electric Building Techno Service Co Ltd Landing device of elevator for base-isolated building
JP4606933B2 (en) * 2005-04-28 2011-01-05 三菱電機ビルテクノサービス株式会社 Elevator landing equipment for seismic isolation buildings
JP2017043912A (en) * 2015-08-25 2017-03-02 井上商事株式会社 Expansion joint device

Also Published As

Publication number Publication date
JP3647626B2 (en) 2005-05-18

Similar Documents

Publication Publication Date Title
JPH11171429A (en) Elevator device for base isolation building
EP3530605B1 (en) Elevator car toe guard system
JP3833978B2 (en) Seismic isolation building elevator equipment
JP4391872B2 (en) Elevator device for seismic isolation building
JP6975479B2 (en) Joint device for stairs
JP4566623B2 (en) Movable landing equipment for elevators for base-isolated buildings
JP4425689B2 (en) Elevator device for seismic isolation building
JP4606933B2 (en) Elevator landing equipment for seismic isolation buildings
JP3884701B2 (en) Base device for elevator for seismic isolation building
JP4351110B2 (en) Movable landing equipment for elevators for base-isolated buildings
JP3809139B2 (en) Base device for elevators for seismic isolation buildings
JP3809141B2 (en) Base device for elevator for seismic isolation building
JP2528645Y2 (en) Movable floor in a multi-story parking garage
JP4481199B2 (en) Elevator equipment for seismic isolation buildings
JP4481068B2 (en) Movable landing equipment for elevators for base-isolated buildings
JP3809144B2 (en) Base device for elevator for seismic isolation building
JP4619687B2 (en) Movable landing equipment for elevators for base-isolated buildings
JP3648347B2 (en) Elevator hoistway for intermediate seismic isolation building
JP4481071B2 (en) Elevator device for seismic isolation building
JP2006315852A (en) Elevator landing device for base-isolated building
JP2006240786A (en) Hall device for elevator of base isolated building
JP2006315851A (en) Elevator landing device for base-isolated building
JP4651369B2 (en) Elevator equipment
JP4401982B2 (en) Movable landing equipment for seismically isolated building elevators
JP3843253B2 (en) Base device for elevator for seismic isolation building

Legal Events

Date Code Title Description
A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20040706

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20040722

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

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20050208

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20050209

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

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

Free format text: PAYMENT UNTIL: 20080218

Year of fee payment: 3

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

Free format text: PAYMENT UNTIL: 20090218

Year of fee payment: 4

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

Free format text: PAYMENT UNTIL: 20100218

Year of fee payment: 5

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

Free format text: PAYMENT UNTIL: 20100218

Year of fee payment: 5

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

Free format text: PAYMENT UNTIL: 20110218

Year of fee payment: 6

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

Free format text: PAYMENT UNTIL: 20120218

Year of fee payment: 7

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

Free format text: PAYMENT UNTIL: 20130218

Year of fee payment: 8

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

Free format text: PAYMENT UNTIL: 20130218

Year of fee payment: 8

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

Free format text: PAYMENT UNTIL: 20140218

Year of fee payment: 9

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term