JP3647626B2 - Seismic isolation elevator system - Google Patents

Seismic isolation elevator system Download PDF

Info

Publication number
JP3647626B2
JP3647626B2 JP34276697A JP34276697A JP3647626B2 JP 3647626 B2 JP3647626 B2 JP 3647626B2 JP 34276697 A JP34276697 A JP 34276697A JP 34276697 A JP34276697 A JP 34276697A JP 3647626 B2 JP3647626 B2 JP 3647626B2
Authority
JP
Japan
Prior art keywords
base
entrance
plate
hoistway
exit
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP34276697A
Other languages
Japanese (ja)
Other versions
JPH11171429A (en
Inventor
美克 林
和美 山本
明宏 門井
柳太郎 神野
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

Images

Landscapes

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

Description

【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。
【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。
【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。
【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。
15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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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、基部板を、基部出入口の縁部における下方位置に対応して設けられて水平姿勢に配置されたものとし基部板を基部出入口の縁部におい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が形成される。
【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、基部板を、基部出入口の縁部に設けられて基部出入口の縁部の下方に形成された凹所に鉛直姿勢に配置されたものとし基部板を基部出入口の縁部におい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、かつ相互に連結された中間板の一側を基部板に他側を昇降路板に枢着して基部出入口側へ引き込み可能に構成し、基部板、昇降路板及び中間板により乗降通路の踏み面が形成される。
【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、基部板を、基部出入口の縁部に設けられて基部出入口の縁部の下方に形成された凹所に配置されたものとし基部板の一側を凹所の奥側に枢着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連結されて蛇腹状に組立られ、かつ組立られた中間板の一側を基部板に他側を昇降路板に枢着して基部出入口側へ折り畳み可能に構成し、基部板、昇降路板及び中間板により乗降通路の踏み面が形成される。
【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。
【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。
【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。
【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。
【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13の出入方向に沿う両縁部が下方に屈折された屈折部27、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。
【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。
【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。
【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32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。
【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37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。
【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。
【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。
【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23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。
【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。
【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。
【0030】
そして、上記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。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。
【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。
【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、26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。
【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26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46に対向した阻止板49が設けられている。
【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53、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。
【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59、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。
【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。
【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32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。
【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。
【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。
【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。
【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21は短縮時の乗降通路を概念的に示す図19相当図である。
【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。
【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。
【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65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。
【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。
【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。
【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。
【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21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することがない。
【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21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。
【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24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。
【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。
【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。
【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。
【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。
【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。
【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。
【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24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。
【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。
【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。
【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。
【0061】
87は第一中間板で、角筒状をなし筒部88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。
【0062】
92は第二中間板で、角筒状をなし筒部93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。
【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。
【0064】
すなわち、乗降通路42は通常時に図26、図27に示すよう状態に基部板79、第一中間板87、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30に示すように上記四者が配置される。
【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13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。
【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79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。
【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30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。
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。
【0068】
したがって、詳細な説明を省略するが図26〜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。
【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。
【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。
【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。
【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。
【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。
【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31、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。
【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。
【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42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。
【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。
【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。
【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。
【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。
【0081】
また、この発明は以上説明したように、基部板を、基部出入口の縁部における下方位置に対応して設けられて水平姿勢に配置されたものとし基部板を基部出入口の縁部におい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。
【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。
【0083】
また、この発明は以上説明したように、基部板を、基部出入口の縁部に設けられて基部出入口の縁部の下方に形成された凹所に鉛直姿勢に配置されたものとし基部板を基部出入口の縁部におい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、かつ相互に連結された中間板の一側を基部板に他側を昇降路板に枢着して基部出入口側へ引き込み可能に構成し、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。
【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。
【0085】
また、この発明は以上説明したように、基部板を、基部出入口の縁部に設けられて基部出入口の縁部の下方に形成された凹所に配置されたものとし基部板の一側を凹所の奥側に枢着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連結されて蛇腹状に組立られ、かつ組立られた中間板の一側を基部板に他側を昇降路板に枢着して基部出入口側へ折り畳み可能に構成し、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。
以上
【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。
【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。
【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。
【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。
【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。
【図面の簡単な説明】
【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。
【図2】 図1の要部拡大図。
【図3】 図2のB−B線断面図。
【図4】 図2のC−C線断面図。
【図5】 図4のD−D線断面図。
【図6】 伸長時の乗降通路を概念的に示す図1相当図。
【図7】 短縮時の乗降通路を概念的に示す図1相当図。
【図8】 図7の要部拡大図。
【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。
【図10】 伸長時の乗降通路を概念的に示す図9相当図。
【図11】 短縮時の乗降通路を概念的に示す図9相当図。
【図12】 図10の要部拡大図。
【図13】 図12のE−E線断面要部拡大図。
【図14】 図12の第三中間板の拡大側面図。
【図15】 図14のF−F線断面の左半分を示す図。
【図16】 図14のG−G線断面の左半分を示す図。
【図17】 図12の第一中間板又は第二中間板の拡大側面図。
【図18】 図17のH−H線断面の右半分を示す図。
【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。
【図20】 伸長時の乗降通路を概念的に示す図19相当図。
【図21】 短縮時の乗降通路を概念的に示す図19相当図。
【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。
【図23】 伸長時の乗降通路を概念的に示す図22相当図。
【図24】 短縮時の乗降通路を概念的に示す図22相当図。
【図25】 図24のI−I線断面図。
【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。
【図27】 図26の要部横断面平面図。
【図28】 図26の左側面図。
【図29】 伸長時の乗降通路を概念的に示す図27相当図。
【図30】 短縮時の乗降通路を概念的に示す図27相当図。
【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。
【図32】 図31のJ−J線断面図。
【図33】 図31のK部拡大図。
【図34】 伸長時の乗降通路を概念的に示す図31相当図。
【図35】 短縮時の乗降通路を概念的に示す図31相当図。
【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。
【図37】 図36のA部拡大図。
【符号の説明】
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、37 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。
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to an elevator apparatus for a seismic isolation building, which is constituted by a hoistway constructed integrally with a base isolation structure, with the base isolation structure supported by a base building having a landing via a base isolation device.
[0002]
[Prior art]
36 and 37 are views showing a conventional seismic isolation building elevator apparatus disclosed in, for example, Japanese Patent Laid-Open No. 9-202562, FIG. 36 is a longitudinal sectional view, and FIG. 37 is an enlarged view of a portion A in FIG. is there. 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, and 4 is a base isolation device supported by the base building 1 via a seismic isolation device 3. The building 5 is an elevator hoistway, which is constructed integrally with the seismic isolation building 4 and is arranged in a fitted state with a horizontal gap formed in the vertical shaft 6 provided in the base building 1 at the bottom. Has been.
[0003]
7 is a machine room provided at the top of the hoistway 5, 8 is a hoisting device installed in the machine room 7, 9 is a main rope wound around the hoisting device 8, and a predetermined path of the hoistway 5 at one end. A car 10 for moving up and down is connected, and a counterweight 11 for moving up and down a predetermined path of the hoistway 5 is connected to the other end. Reference numeral 12 denotes a shock absorber disposed on the bottom surface of the hoistway 5 so as to correspond to each of the car 10 and the counterweight 11.
[0004]
13 is a base entrance / exit that is provided in the vertical shaft 6 of the base building 1 to form an elevator hall, and 14 is a hoistway that is provided in the hoistway 5 and is arranged corresponding to the base entrance / exit 13 to form an elevator landing. It is an entrance / exit.
15 is an entrance / exit passage provided between the base entrance / exit 13 and the hoistway entrance / exit 14, and is configured as described below.
[0005]
That is, a boarding / alighting floor 17 connected to the floor of the hoistway entrance / exit 14 by a ball joint-shaped connector 16 and projecting toward the base entrance / exit 13, a cleat 18 provided on the upper surface of the boarding / alighting floor 17, A support roller 19 pivotally attached to the lower surface on the protruding end side, a step 20 formed of a recess formed in the floor portion of the base entrance 13 and the loading / unloading floor 17 placed in a mounting state, and the support roller 19 rolling. A comb plate 21 is provided so as to cover the protruding end of the boarding / alighting floor 17 from the floor surface of the base entrance 13 and the front end meshes with the cleat 18.
[0006]
The conventional seismic isolation building elevator apparatus is configured as described above, and the hoisting device 8 is energized, and the car 10 and the counterweight 11 are lifted and lowered in opposite directions via the main rope 9. And when the cage | basket | car 10 and the counterweight 11 descend | fall at the speed | rate exceeding the predetermined value, a collision is buffered by the buffer 12 corresponding.
[0007]
In addition, when the base building 1 is vibrated by an earthquake, 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. Is done. Moreover, although the hoistway 5 is displaced in the horizontal direction with respect to the vertical shaft 6 of the base building 1 at the time of the earthquake, the boarding / alighting floor 17 supported by the step 20 is moved to the base entrance 13 through the rolling of the support roller 19. Move against. As a result, the entrance / exit passage with the entrance / exit floor 17 as a main part expands / contracts, so that a space is not generated between the base entrance / exit 13 and the hoistway entrance / exit 14 at the time of the earthquake, and the entrance / exit floor 17 is not deformed. It is configured.
[0008]
[Problems to be solved by the invention]
In the conventional seismic isolation building elevator apparatus as described above, boarding / exiting is connected to the step 20 of the base entrance 13 of the base building 1 and the hoistway entrance 14 of the hoistway 5 that is integrated with the base isolation building 4. The floor 17 is supported. Due to such a configuration, a step portion 20 having a deep depth in the boarding / alighting direction is required, and the step portion 20 increases the thickness of the floor portion of the base entrance 13.
[0009]
Therefore, the construction part on the base building 1 side is enlarged due to the stepped part 20 and it takes a complicated work, and the beam-like part protruding to the ceiling part of the base entrance 13 on the lower side of the stepped part 20 becomes large. There was a problem that it became an obstacle in architectural design.
[0010]
This invention is made in order to eliminate this problem, and it aims at obtaining the elevator apparatus for seismic isolation building in which the hoistway entrance and base entrance were connected by the boarding / alighting path comprised simply.
[0011]
[Means for Solving the Problems]
In the elevator apparatus for seismic isolation building according to the present invention, the base isolation structure supported by the base structure via the seismic isolation apparatus, and is constructed integrally with the base isolation structure and is on the elevation of the base structure. A hoistway disposed oppositely and having a hoistway doorway facing the base doorway formed in the base building, a base plate that is held at one side of the base doorway and protrudes toward the hoistway doorway, and lift A hoistway plate with one side held at the road entrance and exiting in the direction of the base entrance and exit, 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 plate An intermediate plate is provided which closes a space between both of the road plates and constitutes a boarding passage corresponding to the distance between the base building body and the hoistway.
[0012]
Moreover, in the elevator apparatus for seismic isolation building according to the present invention, one side of the base plate is arranged corresponding to the floor surface of the base entrance and is held movably in the entrance / exit width direction of the base entrance and exit of the hoistway plate. One side is arranged corresponding to the floor of the hoistway entrance, and one side of the intermediate plate is overlapped with the projecting end of the base plate and the other side is superposed on the projecting end of the hoistway plate, and the base entrance The base plate, the hoistway plate, and the intermediate plate form a tread surface for the entrance / exit passage.
[0013]
Moreover, in the elevator apparatus for seismic isolation building according to the present invention, the base plate At the edge of the base entry / exit, and the base plate at the edge of the base entry / exit The base part entrance / exit is held movably in the entrance / exit width direction, and one side of the hoistway plate is arranged corresponding to the floor of the hoistway entrance / exit, and the intermediate plate is superposed on the edges of members adjacent to each other. A base plate, a hoistway plate, and an intermediate plate form a tread surface for the entrance / exit passage.
[0014]
Moreover, in the elevator apparatus for seismic isolation building according to the present invention, the base plate At the edge of the base entry / exit and is arranged in a vertical position in a recess formed below the edge of the base entry / exit. The base plate is movably held in the width direction of the entrance / exit, and one side of the hoistway plate is arranged corresponding to the floor surface of the hoistway entrance / exit, and the intermediate plate is pivotally attached to the adjacent members. Connected And one side of the interconnected intermediate plates pivoted to the base plate and the other side to the hoistway plate It is configured to be retractable to the base entrance / exit side, and the tread of the boarding passage is formed by the base plate, the hoistway plate, and the intermediate plate.
[0015]
Moreover, in the elevator apparatus for seismic isolation building according to the present invention, the base plate The base plate is disposed at the recess formed at the edge of the base entrance and below the edge of the base entrance, and one side of the base plate is pivotally attached to the back side of the recess. The base plate is movably held in the width direction of the entrance / exit, and one side of the hoistway plate is arranged corresponding to the floor surface of the hoistway entrance / exit, and the intermediate plate is pivotally attached to the adjacent members. Assembled into a bellows And, one side of the assembled intermediate plate is pivotally attached to the base plate and the other side is pivotally attached to the hoistway plate It is configured to be foldable to the base entrance / exit side, and a tread surface of the entrance / exit passage is formed by the base plate, the hoistway plate, and the intermediate plate.
[0016]
Further, in the elevator apparatus for seismic isolation building according to the present invention, one side of the square cylindrical base plate is arranged corresponding to the base entrance and is held movably in the entrance / exit width direction of the base entrance, One side of the hoistway plate is arranged corresponding to the hoistway entrance and exit, and the intermediate plate is formed in a rectangular tube shape, and one end along the entrance and exit direction of the base entrance and exit is on the other side of the base plate, and the other end is raised and lowered The other side of the road plate is fitted in a telescopic pipe state, and the base plate, the hoistway plate, and the intermediate plate form a boarding / exiting passage that can be extended and retracted in the entrance / exit direction.
[0017]
In the seismic isolation building elevator apparatus according to the present invention, one side of the base plate is pivotally attached to the side edge of the base entrance, and one side of the hoistway plate is pivotally attached to the side edge of the hoistway entrance. , One side of the first intermediate plate is pivotally attached to the other side of the base plate, one side of the second intermediate plate is pivotally attached to the other side of the first intermediate plate, and the other side of the second intermediate plate is the other side of the 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 protrude outward from the base entrance / exit width. The base plate, the hoistway plate, the first intermediate plate, and the second intermediate plate form a side wall of the entrance / exit passage that can be expanded and contracted in the entrance / exit direction of the base entrance / exit.
[0018]
DETAILED DESCRIPTION OF THE INVENTION
Embodiment 1 FIG.
1 to 8 are diagrams showing an example of an embodiment of the present invention. FIG. 1 is a view corresponding to FIG. 37 conceptually showing a normal boarding / alighting passage. FIG. 2 is an enlarged view of a main part of FIG. 3 is a sectional view taken along line BB in FIG. 2, FIG. 4 is a sectional view taken along line CC in FIG. 2, FIG. 5 is a sectional view taken along line DD in FIG. FIG. 7 is a diagram corresponding to FIG. 1, FIG. 7 is a diagram corresponding to FIG. In addition, the elevator apparatus for seismic isolation building is comprised similarly to above-mentioned FIG.36 and FIG.37 except FIGS.
[0019]
In the figure, 22 is a recess formed in the base building 1 at the lower side of the base entrance 13 that forms the elevator landing and is formed in the shaft 6 and 14 is integrated with the seismic isolation building 4. A hoistway doorway provided on the hoistway 5 and corresponding to the base doorway 13 to form a landing for the elevator, 23 is provided on the back side of the recess 22, and the length is horizontally in the direction of the frontage of the base doorway 13. A support surface 24 is formed on the upper surface of the arranged holding rail, and a holding groove 25 opened on the upper surface is formed.
[0020]
Reference numeral 26 denotes a base plate that is provided below the base entrance / exit 13 and protrudes horizontally from the recess 22, and both edges along the entrance / exit direction of the base entrance / exit 13 are refracted downward. A groove 28 provided along the length of the groove 28, a recess 29 provided in the lower edge of the groove 28, and a lower edge provided on the end surface near the back of the recess 22 so that the lower edge can move to the holding groove 25. The holding plate 30 is fitted and a support roller 31 that is pivotally attached to the plate surface of the holding plate 30 and rolls on the support surface 24 of the holding rail 23.
[0021]
A hoistway plate 32 is provided on the floor surface of the hoistway entrance 14 and protrudes horizontally. A refraction part 33 in which both edges along the entrance / exit direction of the base entrance 13 are refracted downward, and the length of the refraction part 33 is shown. A slant disposed between the groove 34 provided along the recess 34, the recess 35 provided at the lower edge of the groove 34, and the protruding end of the hoistway plate 32 and the hoistway 5 below the hoistway entrance 14 It is constituted by the backing material 36.
[0022]
Reference numeral 37 denotes an intermediate plate, which is provided with a refracting portion 38 in which both edge portions along the entrance / exit direction of the base entrance / exit 13 are refracted downward so that the upper side is fitted to the lower side of the base plate 26 and the lower side is the hoistway plate 32. Are engaged with each other so as to be slidable in the direction along the entrance / exit direction of the base entrance / exit 13. Further, a base guide roller 39 that pivots on the lower edge portion of the slot 27 of the base plate 26 and fits into the concave portion 29 when necessary is pivotally attached to the respective refracting portions 38 on both sides.
[0023]
Further, the intermediate plate 37 is provided with a mounting plate 40 along the refracting portion 38, and the lower edge portion of the slot 34 of the hoistway plate 32 rolls on the mounting plate 40 and fits into the concave portion 35 when necessary. A hoistway guide roller 41 is pivotally attached.
42 is a boarding / exiting passage, and the base plate 26, the hoistway plate 32, and the intermediate plate 37 are used as the main members, and the tread surface of the passage is configured, and is provided in a bridged state between both the base entrance 13 and the hoistway entrance 14, It expands and contracts due to the change in the distance between the two that occurs during an earthquake.
[0024]
In the seismic isolation building elevator apparatus configured as described above, the entrance / exit passage 41 having the base plate 26, the hoistway plate 32, and the intermediate plate 37 as main parts is normally arranged as shown in FIGS. . 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. Further, the hoistway guide roller 41 of the intermediate plate 37 is disposed in the slot 34 of the hoistway plate 32 and fits into the recess 35.
[0025]
The base guide roller 39 and the like are fitted into the corresponding recesses of the slot. Thereby, when the passenger of an elevator passes along the entrance / exit passage 41, the intermediate plate 37 is held at a predetermined position with respect to the external force that normally acts on the intermediate plate 37 in the direction along the entrance / exit direction of the base entrance / exit 13. In addition, 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 connected to the base entrance 13 with respect to the base entrance 13. It is held at a predetermined position in the direction along the entrance / exit direction.
[0026]
Further, when the base building 1 is vibrated due to 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 through the seismic isolation device 3 and is exempted. It is shaken. At this time, the hoistway 5 is displaced in the horizontal direction with respect to the vertical shaft 6 of the base building 1, and the entrance / exit passage 42 is displaced with respect to the entrance / exit width direction of the base entrance / exit 13. The mutual distance between both of the road entrance 14 changes.
[0027]
Since the support roller 31 of the base plate 26 moves while being guided by the holding rail 23 with respect to the displacement in the entrance / exit width direction of the entrance / exit passage 42, the entrance / exit passage 42 is maintained in a normal state without being deformed. Further, when the mutual distance between the two changes, the getting-on / off passage 42 expands and contracts, and the base guide roller 39 and the like deviate from the corresponding recess of the slot and move in the slot.
[0028]
And when the mutual space | interval of the said both expands, the base plate 26, the hoistway board 32, and the intermediate board 37, ie, the boarding / alighting path 42, will expand | extend and will be in the state shown in FIG. Further, when the distance between the two is reduced, the entrance / exit passage 42 is shortened to a state shown in FIGS.
[0029]
In this way, even when the hoistway 5 is displaced in the horizontal direction with respect to the vertical shaft 6 of the base building 1 at the time of an earthquake or the like, even if the entrance / exit passage 42 is displaced or expanded / contracted, the base entrance / exit 13 and the entrance / exit 14 are not generated, and the entrance / exit passage 42 is not deformed, and the entrance / exit passage 42 is maintained in a normal state.
[0030]
The above-described action can be obtained by the configuration with the shallow recess 22 in the base entrance 13. Thereby, the construction on the base building 1 side for the recess 22 can be simplified and the cost can be reduced. Moreover, the beam-shaped part which protrudes on the ceiling part of the base entrance 13 of the lower side of the recessed part 22 becomes small, and the restriction | limiting on an architectural design can be reduced.
[0031]
Embodiment 2. FIG.
FIGS. 9 to 18 are views showing an example of another embodiment of the present invention. FIG. 9 is a view corresponding to FIG. 37 conceptually showing a normal boarding / alighting passage, and FIG. 9 is a diagram equivalent to FIG. 9, FIG. 11 is a diagram equivalent to FIG. 9 conceptually showing a boarding 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 in FIG. 12, FIG. 15 is a view showing the left half of the section taken along line FF in FIG. 14, and FIG. 16 is a section taken along line GG in FIG. 17 is a diagram showing the left half, FIG. 17 is an enlarged side view of the first intermediate plate or the second intermediate plate in FIG. 12, and FIG. 18 is a diagram showing the right half of the HH line cross section in FIG.
[0032]
In addition, the elevator apparatus for seismic isolation building is comprised similarly to embodiment of above-mentioned FIGS. 1-8 other than FIGS. 9-18.
In the figure, the same reference numerals as those in FIGS. 1 to 8 denote corresponding parts, 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, and 26 is a base having a carriage shape. Support rollers 31 are provided on both sides of the plate along the entrance / exit direction of the base entrance / exit 13, and engaging rollers 43 are pivotally attached to both sides in the entrance / exit width direction of the base entrance / exit 13.
[0033]
44 is a first intermediate plate disposed on the upper side of the base plate 26, provided on both side surfaces of the base entrance 13 in the width direction of the entrance and exit. An engagement rail 45 is provided.
In addition, the first intermediate plate 44 is disposed at the end near the base plate 26 and the blocking member 47 mounted on the end near the base plate 26 so as to face the protrusion 46 provided on the base plate 26. An engagement roller 48 pivotally attached to both side surfaces in the entrance / exit width direction of the base entrance / exit 13 and a blocking plate 49 disposed at the end near the counter base plate 26 and facing the protrusion 46 provided on the base plate 26 are provided. Is provided.
[0034]
Reference numeral 50 denotes a second intermediate plate disposed on the upper side of the first intermediate plate 44. The second intermediate plate is configured in the same manner as the first intermediate plate 44, and the engagement roller 48 of the first intermediate plate 44 is disposed in a fitted state. A rail 53, an obstructer 53 mounted on an end near the base plate 26, opposite to a protrusion 52 provided on the first intermediate plate 44, and an end on the side near the base plate 26, are arranged on the base entrance 13. An engaging roller 54 pivotally attached to both side surfaces in the entrance / exit width direction and a blocking plate 55 disposed at the end near the counter-base plate 26 and facing the protrusion 52 of the first intermediate plate 44 are provided.
[0035]
56 is a third intermediate plate disposed on the upper side of the second intermediate plate 50, and is configured in the same manner as the second intermediate plate 50, and the engagement roller 54 of the second intermediate plate 50 is disposed in the engaged state. A rail 57, a blocking element 59 mounted on an end near the base plate 26 facing the protrusion 58 provided on the second intermediate plate 50, and a central position in a direction along the exit / entry direction of the base entrance / exit 13. A blocking plate is provided opposite to the protrusion 58 provided on the second intermediate plate 50.
[0036]
Reference numeral 61 denotes a fourth intermediate plate, which is configured symmetrically with the second intermediate plate 50 with the third intermediate plate 56 as the center, and is arranged below the third intermediate plate 56. The plate 56 is engaged. Although illustration of details is omitted, the second intermediate plate 50 is arranged symmetrically with the first intermediate plate 44 around the third intermediate plate 56 and arranged below the fourth intermediate plate 61. Similar to the first intermediate plate 44, a fifth intermediate plate 62 engaged with the fourth intermediate plate 61 is provided.
[0037]
Although not shown in detail, there is provided a hoistway plate 32 fixed to the hoistway entrance 14 and engaged with a fifth intermediate plate 62 in the same manner as the first intermediate plate 44 with respect to the base plate 26. Yes. 42 is a boarding / alighting passage, and the base plate 26, the hoistway plate 32, and the first intermediate plate 44 to the fifth intermediate plate 62 are used as main members, and the tread surface of the passage is configured. Both the base entrance 13 and the hoistway entrance 14 are provided. It is provided in a bridging state in between, and expands and contracts due to the change in the distance between the two generated during an earthquake or the like.
[0038]
Also in the seismic isolation building elevator apparatus configured as described above, the base plate 26 is held movably in the width direction of the base entrance 13 by the holding rail 23 and the support roller 31 with respect to the base entrance 14. In the entrance / exit passage 42, the base plate 26, the hoistway plate 32, and the first intermediate plate 44 to the fifth intermediate plate 62 adjacent to each other are arranged in an engaged state with the engagement roller 43 and the engagement roller 43. The engagement rail 45 and the like are connected so as to be movable in the direction along the entrance / exit direction of the base entrance 13.
[0039]
Then, when the stoppers 47 of the first intermediate plate 44 abut against the protrusions 46 provided on the base plate 26, the displacements in the extension direction between adjacent members such as the base plate 26 and the first intermediate plate 44 are predetermined positions. Is blocked. Further, when the blocking plate 49 of the first intermediate plate 44 abuts against the protrusion 46 of the base plate 26, the displacement in the shortening direction between adjacent members such as the base plate 26 and the first intermediate plate 44 is blocked at a predetermined position. .
[0040]
With such a configuration, when the hoistway 5 is displaced in the horizontal direction with respect to the vertical shaft 6 of the base building 1 during an earthquake or the like, the entrance / exit passage 42 is displaced or as shown in FIGS. 9 to 11. Even if it expands and contracts, a void is not generated between the base entrance 13 and the hoistway entrance 14 or the entrance / exit passage 42 is not deformed, and the entrance / exit passage 42 is maintained in a normal state. Such an action can be obtained by the configuration with the shallow recess 22 in the base entrance 13. Therefore, although the detailed description is omitted, the same operation as the embodiment of FIGS. 1 to 8 can be obtained also in the embodiment of FIGS.
[0041]
Embodiment 3 FIG.
FIGS. 19 to 21 are also diagrams showing an example of another embodiment of the present invention. FIG. 19 is a view corresponding to FIG. 37 conceptually showing a normal boarding / alighting passage, and FIG. 19 is a diagram corresponding to FIG. 19 conceptually, and FIG. 21 is a diagram corresponding to FIG.
[0042]
In addition, except for FIGS. 19-21, the seismic isolation building elevator apparatus is comprised similarly to embodiment of above-mentioned FIGS. 1-8. In the figure, the same reference numerals as in FIGS. 1 to 8 denote corresponding parts, 63 is an upper guide roll provided in the recess 22 and arranged near the floor of the base entrance 13, and the longitudinal length is the entrance / exit width of the base entrance 13. Arranged along the direction and equipped horizontally.
[0043]
Reference numeral 64 denotes a lower guide roll that is configured 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 retracted. 65 is an intermediate plate in which a plurality of plate bodies are connected to each other by a hinge 66, and one side is connected to the protruding end of the hoistway plate 32 by a hinge 66, and is arranged in a horizontal posture shown in FIG. In this case, the hinge 66 is pivotally mounted in the descending direction so as not to rotate, and the other side is supported by the upper guide roll 63 and the lower guide roll 64 and is suspended.
[0044]
67 is a base plate whose one side is pivotally attached to the other side of the intermediate plate 65 by a hinge 66, 68 is a blocking body fixed to the opposite side of the base plate 67, 42 is a hoistway plate 32, intermediate plate 65 and base A boarding / alighting passage in which the tread of the passage is configured with the plate 67 as a main member, and is provided in a bridged state between both the base entrance 13 and the hoistway entrance 14 and expands and contracts due to the change in the distance between the two generated during an earthquake or the like. To do.
[0045]
Reference numeral 69 denotes an urging body, which is formed by a tension coil spring having one end connected to the anti-pivot side of the base plate 67 and the other end connected to the lower edge of the recess 22. That is, the entrance / exit passage 42 is urged downward on the base entrance 13 side.
[0046]
The intermediate plate 65 and the base plate 67 are guided so as to be movable in the entrance / exit width direction of the base entrance / exit 13 with respect to the upper guide roll 63 and the lower guide roll 64. Further, when the entrance / exit passage 42 is extended to the hoistway entrance 14 side, the blocking body 68 is locked to the lower guide roll 64 at the final extended stage. As a result, the base plate 67 is held on the base entrance / exit 14 side.
[0047]
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 boarding passage 42 is between the base entrance 13 and the hoistway entrance 14. Arranged in a crosslinked state. Further, the entrance / exit passage 42 is urged downward by the urging body 69 on the base entrance / exit 13 side.
[0048]
With such a configuration, when the hoistway 5 is displaced in the horizontal direction with respect to the vertical shaft 6 of the base building 1 during an earthquake or the like, the boarding passage 42 is displaced or as shown in FIGS. Even if it expands and contracts, a void is not generated between the base entrance 13 and the hoistway entrance 14 and no deformation occurs in the boarding passage 42.
[0049]
Thereby, the boarding / alighting passage 42 is maintained in a normal state, and such an action can be obtained by the configuration by the shallow recess 22 in the base entrance 13.
Therefore, although the detailed description is omitted, the same operation as the embodiment of FIGS. 1 to 8 can be obtained also in the embodiment of FIGS. Further, in the embodiment shown in FIGS. 19 to 21, when the getting-on / off passage 42 extends, the intermediate plates 65 are arranged without a step to form a tread surface. Thereby, the passage of the getting-on / off passage 42 can be facilitated.
[0050]
Embodiment 4 FIG.
22 to 24 are also diagrams showing an example of another embodiment of the present invention. FIG. 22 is a diagram corresponding to FIG. 37 conceptually showing a normal boarding / alighting passage, and FIG. 22 is a diagram equivalent to FIG. 22, FIG. 24 is a diagram equivalent to FIG. 22 conceptually showing the boarding / alighting passage at the time of shortening, and FIG. In addition, the elevator apparatus for seismic isolation building is comprised similarly to embodiment of above-mentioned FIGS. 1-8 other than FIGS. 22-25. In the figure, the same reference numerals as those in FIGS.
[0051]
Reference numeral 70 denotes a base rail provided in the recess 22, which is disposed near the floor surface of the base entrance 13 and whose longitudinal length is disposed in the entrance / exit direction of the base entrance 13, and is mounted apart from each other in the entrance / exit width direction of the base entrance 13. Thus, a guide surface 71 is formed on the lower side. Reference numeral 72 denotes a moving rail, which has a cross-sectional groove shape, and is arranged in parallel with the base rail 70. The openings are arranged so as to face each other and are fitted to the base rail 70 so as to be movable to the guide surface 71. The end portion on the side of the hoistway entrance 14 that is placed is connected to the protruding end of the hoistway plate 32 that is fixed to the floor surface of the hoistway entrance 14.
[0052]
Reference numeral 73 denotes a base plate, the length of which is arranged along the entrance / exit width direction of the base entrance / exit 13, and one side in the width direction is pivotally supported by the shaft 74, and the shaft 74 is disposed between the base rails 70 and the recess 22. It is fixed on the back side. The base plate 73 is fitted to the shaft 74 so as to be slidable in the entrance / exit width direction of the base entrance / exit 13.
[0053]
75 is an intermediate plate made of a plurality of plates, each of which is arranged along the width direction of the entrance / exit 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 by a shaft 77. They are pivotally attached to each other and assembled into a bellows shape. The intermediate plate near the hoistway plate 32 is pivotally attached to the protruding end of the hoistway plate 32 by the shaft 76, and the intermediate plate near the base plate 73 is pivotally attached to the other side of the base plate 73 by the shaft 77. .
[0054]
Reference numeral 78 denotes a guide roller, which is pivotally attached to a shaft 76 and is provided at both ends thereof. The guide roller 78 is disposed in the groove-shaped opening of the moving rail 72 and is disposed at a position away from the inner side of the groove shape. 42 is an entrance / exit passage in which the tread surface of the passage is configured with the hoistway plate 32, the intermediate plate 75 and the base plate 73 as main members, and is provided in a bridged state between both the base entrance 13 and the hoistway entrance 14 It expands and contracts due to the change in the distance between them.
[0055]
That is, in the getting-on / off passage 42, the protruding end portion of the hoistway plate 32 is disposed below the floor surface end of the base entrance 13 as shown in FIG. Further, as shown in FIG. 23, when the extension passage 42 is extended, a part of the hoistway plate 32 and the intermediate plate 75 is disposed between the base entrance 13 and the hoistway entrance 14. Also, when shortening, the entrance / exit passage 42 is arranged in a state where a majority of the tip of the hoistway plate 32 enters the lower side of the base entrance 13 as shown in FIG.
[0056]
In the seismic isolation building elevator apparatus configured as described above, the moving rail 72 is supported by the base rail 70, and the intermediate plate 75 is supported by the base rail 70 and the moving rail 72 via the guide roller 78. Thereby, the boarding / alighting passage 42 is provided in a bridged state between the base entrance 13 and the hoistway entrance 14.
[0057]
With such a configuration, when the hoistway 5 is displaced in the horizontal direction with respect to the vertical shaft 6 of the base building 1 during an earthquake or the like, the boarding passage 42 is displaced or as shown in FIGS. Even if it expands and contracts, a void is not generated between the base entrance 13 and the hoistway entrance 14, and the entrance / exit passage 42 is not deformed.
[0058]
For this reason, the boarding / alighting passage 42 is maintained in a normal state, and such an action can be obtained by the configuration with the shallow recess 22 in the base entrance 13.
Therefore, although the detailed description is omitted, the same operation as the embodiment of FIGS. 1 to 8 can be obtained also in the embodiment of FIGS.
[0059]
Embodiment 5 FIG.
26 to 30 are also diagrams showing an example of another embodiment of the present invention. FIG. 26 is a diagram equivalent to the aforementioned FIG. 37 conceptually showing a normal boarding / alighting passage, and FIG. 27 is a main portion of FIG. FIG. 28 is a left side view of FIG. 26, FIG. 29 is a diagram corresponding to FIG. 27 conceptually showing the boarding passage when extended, and FIG. 30 is a diagram corresponding to FIG. 27 conceptually showing the boarding passage when shortening. It is. In addition to the embodiment shown in FIGS. 26 to 30, the seismic isolation building elevator apparatus is configured in the same manner as the embodiment shown in FIGS. In the figure, the same reference numerals as those in FIGS.
[0060]
Reference numeral 79 denotes a base plate having a rectangular tube shape with a flange portion 80 superposed on the side opposite to the hoistway 5 in the opening 81 of the hoistway entrance 13, a cylinder portion 82 projecting toward the hoistway 5, and projecting ends on the upper surface and side surfaces. Is refracted inward, and further, an engaging portion 83 that is refracted inward and faces the cylindrical portion 82 is formed.
Reference numeral 84 denotes a hoistway plate, which has a rectangular tube shape, one side is fixed to the hoistway entrance 14, a tubular portion 85 projects toward the hoistway entrance 13, and a projecting end is refracted outwardly on the upper surface and the side surface. An engaging portion 86 is formed that is refracted in the direction along 85.
[0061]
Reference numeral 87 denotes a first intermediate plate, which has a rectangular tube shape and is refracted at the edge portion of the cylindrical portion 88 to form a flange portion 89. The flange portion 89 is slidably fitted into the cylindrical portion 82 of the base plate 79. The engaging portion 90 is formed by refracting the edge of the tube portion 88 along the tube portion 88, the end portion of the tube portion 88 on the side opposite to the base plate 79 projects in the direction of the hoistway plate 84, and the projecting end is refracted inward. In addition, an engaging portion 91 is formed that is refracted in the direction along the cylindrical portion 88.
[0062]
Reference numeral 92 denotes a second intermediate plate, which has a rectangular tube shape and is refracted at the edge portion of the cylindrical portion 93 to form a flange portion 94 that is slidably fitted into the cylindrical portion 88 of the first base plate 87. An engaging portion 95 is formed in which the edge of the portion 94 is refracted in the direction along the tube portion 93, the end of the tube portion 93 on the side opposite to the base plate 79 protrudes in the direction of the hoistway plate 84, and the protruding end is on the inside An engagement portion 96 is formed which is refracted in the direction and further refracted in the direction along the cylinder portion 93, and the engagement portion 96 is slidably fitted to the outer surface of the cylinder portion 85 of the hoistway plate 84. .
[0063]
Reference numeral 42 denotes a boarding / exiting passage, which includes a base plate 79, a first intermediate plate 87, a second intermediate plate 92, and a hoistway plate 84 as main members, and these members are assembled in a telescopic pipe state to form a tread surface, a side wall, and a ceiling of the passage. Is configured. And it is provided in a bridging state between both the base entrance 13 and the hoistway entrance 14 and expands and contracts due to the change in the distance between the two that occurs during an earthquake or the like.
[0064]
That is, in the boarding / alighting passage 42, the base plate 79, the first intermediate plate 87, the second intermediate plate 92, and the hoistway plate 84 are arranged in a state as shown in FIGS. In addition, the four passengers are arranged in the boarding passage 42 as shown in FIG. 29 when extended, and the four people are arranged in the passenger passage 42 as shown in FIG. 30 in shortening.
[0065]
In addition, when the boarding passage 42 is extended to the longest, the four parties are configured such that no space is formed between adjacent members due to the engagement of the engaging portion 83 and the engaging portion 90 facing each other. ing. However, in consideration of a margin so that the engaging portions 83 and the engaging portions 90 and the like that are opposed to each other do not come into contact with each other at the time of maximum displacement of the base entrance 13 and the hoistway entrance 14, the first intermediate plate The length along the entrance / exit direction of the hoistway entrance / exit 13 of a member such as 87 is set.
[0066]
In the seismic isolation building elevator apparatus configured as described above, the base plate 79, the first intermediate plate 87, the second intermediate plate 92, and the hoistway plate 84 are the main members, and these members are assembled in a telescopic pipe state. . An entrance / exit passage 42 having a tread surface, a side wall, and a ceiling is provided between the base entrance 13 and the hoistway entrance 14 in a bridged state. Then, when both are displaced in the entrance / exit width direction of the base entrance 13, the flange portion 80 of the base plate 79 moves relative to the opening 81 of the hoistway entrance 13.
[0067]
With such a configuration, when the hoistway 5 is displaced in the horizontal direction with respect to the vertical shaft 6 of the base building 1 during an earthquake or the like, the boarding passage 42 is displaced or as shown in FIGS. Even if it expands and contracts, a void is not generated between the base entrance 13 and the hoistway entrance 14, and the entrance / exit passage 42 is not deformed.
For this reason, the entrance / exit passage 42 is maintained in a normal state, and such an action can be obtained by a configuration in which the recess 22 is not provided in the base entrance 13.
[0068]
Therefore, although the detailed description is omitted, the same operation as the embodiment of FIGS. 1 to 8 can be obtained also in the embodiment of FIGS.
In addition, in the embodiment shown in FIGS. 26 to 30, the tread surface, the side wall, and the ceiling of the passage are constituted by the entrance / exit passage 42, and therefore, when the base entrance 13 and the hoistway entrance 14 are relatively displaced, It is possible to eliminate the problem that a void occurs in the meantime.
[0069]
Embodiment 6 FIG.
FIGS. 31 to 35 are also diagrams showing an example of another embodiment of the present invention. FIG. 31 is a diagram corresponding to FIG. 27 conceptually showing a normal boarding / alighting passage, and FIG. FIG. 33 is an enlarged view of a portion K in FIG. 31, FIG. 34 is a view corresponding to FIG. 31 conceptually showing the boarding passage when extended, and FIG. 35 is equivalent to FIG. FIG. In addition to the embodiment shown in FIGS. 31 to 35, the seismic isolation building elevator apparatus is configured in the same manner as the embodiment shown in FIGS. In the figure, the same reference numerals as those in FIGS.
[0070]
Reference numeral 97 denotes a base plate, one side of which is pivotally attached to the side edge of the base entrance 13 and is arranged on each side of the entrance. 98 is a hoistway plate, and one side is pivotally attached to the side edge of the hoistway entrance 14 and is arranged on both sides of the entrance. Reference numeral 99 denotes a first intermediate plate, and one side is pivotally attached to the rotation end of the base plate 97. Reference numeral 100 denotes a second intermediate plate, and one side is pivotally attached to the other side of the first intermediate plate 99, and the other side is pivotally attached to the rotating end of the hoistway plate 98.
[0071]
Reference numeral 101 denotes an urging element, which is a torsion spring and is arranged at a pivot joint portion between the first intermediate plate 99 and the second intermediate plate 100, and urges the two in the direction in which they approach each other.
Reference numeral 42 denotes a boarding / exiting passage. The base plate 97, the first intermediate plate 99, the second intermediate plate 100, and the hoistway plate 98 are main members. Adjacent ones of these members are pivoted to each other, and the side walls of the passage are formed. Composed. And it is provided in the state which connected between both the base entrance 13 and the hoistway entrance 14, and it expands / contracts by the change of the said both space | interval which generate | occur | produces at the time of an earthquake etc.
[0072]
In other words, the base plate 97, the first intermediate plate 99, the second intermediate plate 100 and the hoistway plate 98 are arranged in the state as shown in FIG. Further, the four passengers are arranged in the boarding passage 42 as shown in FIG. 34 when extended, and the four people are arranged in the passenger passage 42 as shown in FIG. 35 when shortening.
[0073]
In the seismic isolation building elevator apparatus configured as described above, the base plate 97, the first intermediate plate 99, the second intermediate plate 100, and the hoistway plate 98 are the main members, and members adjacent to each other are the members. They are pivotally attached to each other. Further, both the first intermediate plate 99 and the second intermediate plate 100 are urged by the urging element 101 in a direction approaching each other, and both of them are moved outward from the base entrance / exit 13 with respect to the base plate 97 and the hoistway plate 98. It is arranged in a protruding state.
[0074]
The entrance / exit passage 42 in which the side wall of the passage is configured in this manner is arranged in a state where both the base entrance 13 and the hoistway entrance 14 are connected. And when the hoistway 5 is displaced in the horizontal direction with respect to the vertical shaft 6 of the base building 1 during an earthquake or the like, the entrance / exit passage 42 is displaced or as shown in FIGS. Even if it expands and contracts, a void is not generated between the base entrance 13 and the hoistway entrance 14, and the entrance / exit passage 42 is not deformed.
[0075]
For this reason, the entrance / exit passage 42 is maintained in a normal state, and such an action can be obtained by a configuration in which the recess 22 is not provided in the base entrance 13.
Therefore, although the detailed description is omitted, the same operation as the embodiment of FIGS. 1 to 8 can be obtained also in the embodiment of FIGS.
[0076]
In addition, in embodiment of FIGS. 31-35, the boarding passage 42 can be attached to a building body by pivotally attaching the base plate 97 to the base entrance 13 and the hoistway board 98 to the hoistway entrance 14. Therefore, the installation cost of the boarding / alighting passage 42 can be reduced. Moreover, the structure of embodiment of FIGS. 31-35 can be easily applied to the ceiling of the entrance / exit passage 42, and the effect | action similar to the case of a side wall can be acquired.
[0077]
【The invention's effect】
As described above, the present invention is a seismically isolated building supported by the base building via a seismic isolation device, and is constructed integrally with this base isolated building so as to face the elevation of the base building. A hoistway having a hoistway entrance facing the base entrance formed in the base building, a base plate that is held on one side by the base entrance and protrudes in the direction of the hoistway entrance, and one side is on the hoistway entrance A hoistway plate that is held and protrudes in the direction of the base entrance and exit, and one 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, and between the base plate and the hoistway plate And an intermediate plate that constitutes a boarding passage corresponding to the distance between the base building and the hoistway.
[0078]
As a result, when the hoistway is displaced in the horizontal direction with respect to the base building during an earthquake, etc., the space between the base entrance and the hoistway entrance is not affected even if the boarding passage is displaced or stretched. Is not generated, and the getting-on / off passage is not deformed, and the getting-on / off passage is maintained in a normal state. Such an action can be easily obtained by a shallow recess at the base entrance. Therefore, it is possible to simplify the construction on the side of the base building body for the recess, thereby reducing the cost. In addition, the beam-like portion protruding from the ceiling of the base entrance at the lower side of the recess is reduced, and there is an effect of reducing restrictions on the architectural design.
[0079]
In addition, as described above, according to the present invention, one side of the base plate is disposed corresponding to the floor surface of the base entrance and exit, and is held movably in the width direction of the entrance and exit of the base entrance and exit. It is arranged corresponding to the floor surface of the road entrance and exit, and one side of the intermediate plate is overlapped with the protruding end of the base plate and the other side is overlapped with the protruding end of the hoistway plate and moved in the entrance and exit direction of the base entrance through the slot The base plate, the hoistway plate, and the intermediate plate form the tread surface of the entrance / exit passage.
[0080]
As a result, when the hoistway is displaced in the horizontal direction with respect to the base building in the event of an earthquake, etc., the tread surface of the boarding passage with the intermediate plate superimposed on the base plate and hoistway plate is displaced or stretched. Even so, there is no space between the base entrance / exit and the hoistway entrance / exit, and the entrance / exit passage is not deformed, and the entrance / exit passage is maintained in a normal state. Such an action can be easily obtained by a shallow recess at the base entrance. Therefore, it is possible to simplify the construction on the side of the base building body for the recess, thereby reducing the cost. In addition, the beam-like portion protruding from the ceiling of the base entrance at the lower side of the recess is reduced, and there is an effect of reducing restrictions on the architectural design.
[0081]
In addition, as described above, the present invention At the edge of the base entry / exit, and the base plate at the edge of the base entry / exit The base part entrance / exit is held movably in the entrance / exit width direction, and one side of the hoistway plate is arranged corresponding to the floor of the hoistway entrance / exit, and the intermediate plate is superposed on the edges of members adjacent to each other. A base plate, a hoistway plate, and an intermediate plate form the tread surface of the entrance / exit passage.
[0082]
As a result, when the hoistway is displaced in the horizontal direction with respect to the base building in the event of an earthquake, etc., the stepping on the entrance / exit passage by the intermediate plate formed by a plurality of members and superposed on the base plate and the hoistway plate Even if the surface is displaced or expanded / contracted, a void is not generated between the base entrance / exit and the hoistway entrance / exit, and the entrance / exit passage is not deformed, and the entrance / exit passage is maintained in a normal state. Such an action can be easily obtained by a shallow recess at the base entrance. Therefore, it is possible to simplify the construction on the side of the base building body for the recess, thereby reducing the cost. In addition, the beam-like portion protruding from the ceiling of the base entrance at the lower side of the recess is reduced, and there is an effect of reducing restrictions on the architectural design.
[0083]
In addition, as described above, the present invention At the edge of the base entry / exit and is arranged in a vertical position in a recess formed below the edge of the base entry / exit. The base plate is movably held in the width direction of the entrance / exit, and one side of the hoistway plate is arranged corresponding to the floor surface of the hoistway entrance / exit, and the intermediate plate is pivotally attached to the adjacent members. Connected And one side of the interconnected intermediate plates pivoted to the base plate and the other side to the hoistway plate It is configured to be retractable to the base entrance / exit side, and the tread surface of the entrance / exit passage is formed by the base plate, the hoistway plate, and the intermediate plate.
[0084]
By this, when the hoistway is displaced in the horizontal direction with respect to the base building in the event of an earthquake or the like, the edges of the members adjacent to each other are pivotally connected and connected to the base entrance / exit side. Even if the tread surface of the boarding / exiting passage due to the intermediate plate, base plate and hoistway plate is displaced or stretched, a space is generated between the base entrance / exit and the entrance / exit of the hoistway, and the entrance / exit passage is deformed. The entrance / exit passage is maintained in a normal state. Such an action can be easily obtained by a shallow recess at the base entrance. Therefore, it is possible to simplify the construction on the side of the base building body for the recess, thereby reducing the cost. In addition, the beam-like portion protruding from the ceiling of the base entrance at the lower side of the recess is reduced, and there is an effect of reducing restrictions on the architectural design.
[0085]
In addition, as described above, the present invention The base plate is disposed at the recess formed at the edge of the base entrance and below the edge of the base entrance, and one side of the base plate is pivotally attached to the back side of the recess. The base plate is movably held in the width direction of the entrance / exit, and one side of the hoistway plate is arranged corresponding to the floor surface of the hoistway entrance / exit, and the intermediate plate is pivotally attached to the adjacent members. Assembled into a bellows And, one side of the assembled intermediate plate is pivotally attached to the base plate and the other side is pivotally attached to the hoistway plate It is configured to be foldable to the base entrance / exit side, and the tread surface of the entrance / exit passage is formed by the base plate, the hoistway plate, and the intermediate plate.
that's all
[0086]
By this, when the hoistway is displaced in the horizontal direction with respect to the base building in the event of an earthquake, etc., the edges of the members adjacent to each other are pivotally connected and can be folded to the base entrance / exit side Even if the tread surface of the boarding / exiting passage due to the intermediate plate, base plate and hoistway plate is displaced or stretched, a space is generated between the base entrance / exit and the entrance / exit of the hoistway, and the entrance / exit passage is deformed. The entrance / exit passage is maintained in a normal state. Such an action can be easily obtained by a shallow recess at the base entrance. Therefore, there is an effect that the construction on the base building side for the recess is simplified and the cost is reduced. In addition, the beam-like portion protruding from the ceiling of the base entrance at the lower side of the recess is reduced, and there is an effect of reducing restrictions on the architectural design.
[0087]
In addition, as described above, the present invention has a prismatic hoistway plate that is arranged so that one side of the rectangular tubular base plate corresponds to the base entrance and is movable in the entrance / exit width direction of the base entrance. One side of the intermediate plate is arranged corresponding to the hoistway entrance and exit, and the intermediate plate is formed in a rectangular tube shape, and one end along the exit / entry direction of the base entrance and exit is on the other side of the base plate, and the other end is the other side of the hoistway plate A telescopic pipe is fitted on each side, and a base plate, a hoistway plate, and an intermediate plate form a boarding / exiting passage that can be extended and retracted in the entrance / exit direction.
[0088]
Accordingly, when the hoistway is displaced in the horizontal direction with respect to the base building body at the time of an earthquake or the like, the intermediate plate, the base plate and the both ends fitted in the telescopic pipe state to the base plate and the hoistway plate, respectively Even if the entrance / exit passage by the hoistway plate is displaced or expanded / contracted, there is no space between the base entrance / exit and the entrance / exit of the hoistway, and the entrance / exit passage is not deformed. Maintained. Such an action can be easily obtained without requiring a recess in the base entrance. Therefore, the construction on the base building side for the recess can be simplified, and the cost can be reduced. In addition, the beam-like portion that protrudes from the ceiling of the base entrance at the lower side of the recess is reduced, and there is an effect of reducing restrictions on architectural design.
[0089]
In addition, as described above, the present invention pivots one side of the base plate to the side edge of the base entrance, and pivots one side of the hoistway plate to the side edge of the hoistway entrance and exit. One side of the intermediate plate is pivotally attached to the other side of the base plate, one side of the second intermediate plate is pivotally attached to the other side of the first intermediate plate, and the other side of the second intermediate plate is connected to the other side of the hoistway plate The first intermediate plate and the second intermediate plate are arranged so as to protrude outward from the base entrance / exit width by urging the rotating ends of the first intermediate plate and the second intermediate plate toward each other. The base plate, the hoistway plate, the first intermediate plate, and the second intermediate plate form a side wall of the entrance / exit passage that can be expanded and contracted in the direction of the entrance and exit of the base.
[0090]
Accordingly, when the hoistway is displaced in the horizontal direction with respect to the base building in the event of an earthquake or the like, the first intermediate is arranged in a state of being pivotally attached to each other and projecting outward from the base entrance width. Even when the board / second intermediate plate and the board / elevator passage by the base plate / hoistway board are displaced or expanded / contracted, a void is generated between the base / elevator entrance / elevator entrance / exit, and the board / elevator passage is deformed. The entrance / exit passage is maintained in a normal state. Such an action can be easily obtained without requiring a recess in the base entrance. Therefore, there is an effect that the construction on the base building side for the recess is simplified and the cost is reduced. In addition, the beam-like portion that protrudes from the ceiling of the base entrance at the lower side of the recess is reduced, and there is an effect of reducing restrictions on architectural design.
[Brief description of the drawings]
FIG. 1 shows the first embodiment of the present invention and is a view corresponding to FIG.
FIG. 2 is an enlarged view of a main part of FIG.
3 is a cross-sectional view taken along line BB in FIG.
4 is a cross-sectional view taken along line CC in FIG.
5 is a cross-sectional view taken along line DD of FIG.
FIG. 6 is a view corresponding to FIG. 1 conceptually showing a boarding / exiting passage during extension.
FIG. 7 is a view equivalent to FIG. 1 conceptually showing a boarding / alighting passage when shortening.
FIG. 8 is an enlarged view of a main part of FIG.
FIG. 9 is a diagram showing a second embodiment of the present invention, and is a diagram corresponding to FIG.
10 is a view corresponding to FIG. 9 conceptually showing a boarding / exiting passage at the time of extension.
FIG. 11 is a view corresponding to FIG. 9 conceptually showing a boarding / alighting passage when shortening.
12 is an enlarged view of a main part of FIG.
13 is an enlarged view of an essential part of a cross section taken along line EE in FIG. 12;
14 is an enlarged side view of the third intermediate plate in FIG. 12. FIG.
15 is a diagram showing the left half of the cross section taken along the line FF in FIG. 14;
16 is a diagram showing the left half of the section GG in FIG. 14;
FIG. 17 is an enlarged side view of the first intermediate plate or the second intermediate plate of FIG.
18 is a view showing the right half of the HH line cross section of FIG. 17;
FIG. 19 is a diagram showing a third embodiment of the present invention, and is a diagram corresponding to FIG.
FIG. 20 is a view corresponding to FIG. 19 conceptually showing a boarding / exiting passage during extension.
FIG. 21 is a view corresponding to FIG. 19 conceptually showing a boarding / alighting passage when shortening.
FIG. 22 is a diagram showing the fourth embodiment of the present invention, and is a diagram corresponding to FIG.
FIG. 23 is a view corresponding to FIG. 22 conceptually showing a boarding / exiting passage during expansion.
FIG. 24 is a view corresponding to FIG. 22 conceptually showing the getting-on / off passage when shortening.
25 is a cross-sectional view taken along the line II in FIG. 24. FIG.
FIG. 26 is a diagram showing the fifth embodiment of the present invention, and is a diagram corresponding to FIG.
27 is a cross-sectional plan view of the main part of FIG. 26. FIG.
FIG. 28 is a left side view of FIG.
FIG. 29 is a view corresponding to FIG. 27, conceptually showing a boarding / exiting passage at the time of extension.
FIG. 30 is a view corresponding to FIG. 27, conceptually showing the getting-on / off passage when shortening.
FIG. 31 shows the sixth embodiment of the present invention and is a view corresponding to FIG. 27 conceptually showing a normal boarding / exiting passage.
32 is a sectional view taken along line JJ of FIG. 31. FIG.
33 is an enlarged view of a portion K in FIG. 31. FIG.
FIG. 34 is a view corresponding to FIG. 31 conceptually showing a boarding / exiting passage at the time of extension.
FIG. 35 is a view corresponding to FIG. 31 conceptually showing the getting-on / off passage at the time of shortening.
FIG. 36 is a longitudinal sectional view showing a conventional seismic isolation building elevator apparatus.
FIG. 37 is an enlarged view of a part A in FIG. 36.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Base building body, 3 Seismic isolation device, 4 Seismic isolation building body, 5 Hoistway, 13 Base doorway, 14 Hoistway doorway, 26 Base board, 28 Groove hole, 32 Hoistway board, 34 Groove hole, 37 Intermediate board, 42 passageway, 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.

Claims (7)

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。The base-isolated building supported by the base building via the base-isolating device, constructed integrally with this base-isolated building and placed facing the elevation of the base building to form the base building A hoistway having a hoistway entrance opposite to the base exit made, a base plate held on one side by the base entrance and projecting toward the hoistway entrance, and one side held by the hoistway entrance and above A hoistway plate projecting in the direction of the base entrance and exit, 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, between the base plate and the hoistway plate An elevator apparatus for seismic isolation building comprising an intermediate plate that closes a void of the base plate and forms an entrance / exit passage corresponding to the distance between the base building body and the hoistway. 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。Place one side of the base plate in correspondence with the floor surface of the base entrance and exit and move it in the entrance width direction of the base entrance and exit, and place one side of the hoistway plate in correspondence with the floor surface of the hoistway entrance and exit In addition, one side of the intermediate plate is overlapped with the protruding end of the base plate, and the other side is overlapped with the protruding end of the hoistway plate, and engaged through the slot so as to be movable in and out of the base entrance / exit, The base unit, the hoistway board, and the intermediate board formed the tread surface of the boarding passage, The elevator apparatus for seismic isolation building of Claim 1 characterized by the above-mentioned. 基部板を、基部出入口の縁部における下方位置に対応して設けられて水平姿勢に配置されたものとし上記基部板を上記縁部におい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。The base plate is provided in a horizontal position corresponding to the lower position at the edge of the base entrance, and the base plate is held at the edge so as to be movable in the entrance / exit width direction of the base entrance and exit. A plurality of intermediate plates are arranged to correspond to the floor surface of the hoistway entrance and exit, and the edges of the members adjacent to each other are overlapped so as to be movable in the entrance / exit direction of the base entrance / exit 2. The seismic isolation building elevator apparatus according to claim 1, wherein the base plate, the hoistway plate, and the intermediate plate form a tread surface of the boarding passage. 基部板を、基部出入口の縁部に設けられて上記縁部の下方に形成された凹所に鉛直姿勢に配置されたものとし上記基部板を上記縁部におい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、かつ相互に連結された上記中間板の一側を上記基部板に他側を上記昇降路板に枢着し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。The base plate is arranged in a vertical posture in a recess provided at the edge of the base entrance and formed below the edge, and the base plate is moved in the entrance / exit width direction of the base entrance at the edge Hold one side of the hoistway plate so as to correspond to the floor of the hoistway entrance and exit , and connect the intermediate plate with the adjacent edges of the members adjacent to each other. The intermediate plate is configured such that one side of the intermediate plate is pivotally attached to the base plate and the other side is pivotally attached to the hoistway plate, and can be pulled into the base entrance / exit side. 2. The seismic isolation building elevator apparatus according to claim 1, wherein a tread surface is formed. 基部板を、基部出入口の縁部に設けられて上記縁部の下方に形成された凹所に配置されたものとし上記基部板の一側を上記凹所の奥側に枢着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連結されて蛇腹状に組立られ、かつ組立られた上記中間板の一側を上記基部板に他側を上記昇降路板に枢着し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。The base plate is disposed in a recess provided at an edge of the base entrance and formed below the edge, and one side of the base plate is pivotally attached to the back side of the recess to form the base It is held so as to be movable in the width direction of the entrance / exit, and one side of the hoistway plate is arranged corresponding to the floor surface of the hoistway entrance / exit, and the intermediate plate is pivotally connected to the adjacent edges of the members. Is assembled in a bellows-like shape , and one side of the assembled intermediate plate is pivotally attached to the base plate and the other side is pivotally connected to the hoistway plate, and is foldable to the base entrance / exit side, the base plate, The elevator apparatus for seismic isolation building according to claim 1, wherein a tread surface of the boarding passage is formed by a hoistway plate and an intermediate plate. 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。One side of the square tubular base plate is arranged corresponding to the base entrance and is movably held in the width direction of the base entrance and exit, and one side of the square tubular hoist plate corresponds to the hoistway entrance and exit. The intermediate plate is formed in a rectangular tube shape, and one end along the entrance / exit direction of the base entrance / exit is on the other side of the base plate and the other end is on the other side of the hoistway plate in a telescopic pipe state. The elevator apparatus for seismic isolation building according to claim 1, wherein the base plate, the hoistway plate, and the intermediate plate form a boarding / exiting passage that can be extended and retracted in the entrance / exit direction. 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。One side of the base plate is pivotally attached to the side edge of the base entrance / exit, one side of the hoistway plate is pivotally attached to the side edge of the hoistway entrance / exit, and one side of the first intermediate plate is attached to the other side of the base plate. Pivoting to the other side, pivoting one side of the second intermediate plate to the other side of the first intermediate plate, pivoting the other side of the second intermediate plate to the other side of the hoistway plate, The first intermediate plate and the second intermediate plate are arranged so as to protrude outward from the base entrance / exit width by urging the rotating ends of the first intermediate plate and the second intermediate plate toward each other, and the base plate The elevator apparatus for a seismic isolation building according to claim 1, wherein a side wall of the boarding / exiting passage that is extendable / contractible in the direction of entry / exit of the base entrance / exit is formed by the hoistway plate, the first intermediate plate, and the second intermediate plate.
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 JPH11171429A (en) 1999-06-29
JP3647626B2 true 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)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
JP2005298150A (en) * 2004-04-13 2005-10-27 Mitsubishi Electric Building Techno Service Co Ltd Movable landing device for elevator for base isolation building
JP4481071B2 (en) * 2004-04-16 2010-06-16 三菱電機ビルテクノサービス株式会社 Elevator device for seismic isolation 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
JPH11171429A (en) 1999-06-29

Similar Documents

Publication Publication Date Title
JP7365814B2 (en) elevator system
JP3647626B2 (en) Seismic isolation elevator system
US6557306B1 (en) Elevator apparatus for use in a building having a seismic isolation building portion and a non-seismic isolation building portion
CN110182672B (en) Toe guard system of elevator car
JP3833978B2 (en) Seismic isolation building elevator equipment
JP4391872B2 (en) Elevator device 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
JP3809144B2 (en) Base device for elevator for seismic isolation building
JP4481068B2 (en) Movable landing equipment for elevators for base-isolated buildings
JP4481199B2 (en) Elevator equipment for seismic isolation buildings
JP4566623B2 (en) Movable landing equipment for elevators for base-isolated buildings
JP4606933B2 (en) Elevator landing equipment for seismic isolation buildings
JP3648347B2 (en) Elevator hoistway for intermediate seismic isolation building
JP3884701B2 (en) Base device for elevator for seismic isolation building
JP4425689B2 (en) Elevator device for seismic isolation building
JP2006240786A (en) Hall device for elevator of base isolated building
JP4481071B2 (en) Elevator device for seismic isolation building
JP4619687B2 (en) Movable landing equipment for elevators for base-isolated buildings
JP2006315852A (en) Elevator landing device for base-isolated building
JP3809141B2 (en) Base device for elevator for seismic isolation building
JP4249058B2 (en) Movable landing equipment for elevators for base-isolated buildings
JP2006315851A (en) Elevator landing device for base-isolated building
JP3809143B2 (en) Base device for elevator for seismic isolation building
JP3809140B2 (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