JP2004217316A - Electric road - Google Patents

Electric road Download PDF

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Publication number
JP2004217316A
JP2004217316A JP2003003333A JP2003003333A JP2004217316A JP 2004217316 A JP2004217316 A JP 2004217316A JP 2003003333 A JP2003003333 A JP 2003003333A JP 2003003333 A JP2003003333 A JP 2003003333A JP 2004217316 A JP2004217316 A JP 2004217316A
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Japan
Prior art keywords
cleat body
strength
electric road
cleat
horizontal
Prior art date
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JP2003003333A
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Japanese (ja)
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JP3917529B2 (en
Inventor
Hirobumi Utsunomiya
博文 宇津宮
Wahei Kojima
和平 小嶋
Chuichi Saito
忠一 斎藤
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Hitachi Ltd
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Hitachi Ltd
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Priority to JP2003003333A priority Critical patent/JP3917529B2/en
Priority to CN 200310115613 priority patent/CN1269719C/en
Priority to CNB2005101181819A priority patent/CN100447071C/en
Publication of JP2004217316A publication Critical patent/JP2004217316A/en
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Publication of JP3917529B2 publication Critical patent/JP3917529B2/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an electric road capable of reducing height dimension of a frame body. <P>SOLUTION: In the electric road, strengthening members 10, 21, 23 for supporting a cleat body 11 side-by-side arranged with a cleat from a lower side are constituted by lateral members (13H, 14H, 22H) for supporting the cleat body 11 from the lower side and vertical members (13V, 14V, 22V) downwardly extending from the lateral members. End frame bodies 9A, 9B for pivotally supporting a wheel 12 are connected to the vertical member. <P>COPYRIGHT: (C)2004,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本発明は隣接する踏板間に段差が発生することのない電動道路に係り、特に、踏板の形状を改善した電動道路に関する。
【0002】
【従来の技術】
通常、電動道路は、特許文献1,2に開示のように、エスカレーターの踏段の踏面とほぼ同じ大きさの踏面を有する踏板を無端状に連結して循環移動させている。
【0003】
そして、その踏板は、クリート体と、クリート体を支持する強度部材と、この強度部材を幅方向両端で支持する端部枠体とを備えている。
【0004】
【特許文献1】
特開昭61−203089号公報
【特許文献2】
特開平4−201979号公報
【0005】
【発明が解決しようとする課題】
上記特許文献1,2に記載の電動道路は、踏板を構成するクリート体と強度部材と端部枠体とが踏板高さ方向に単純に積み重なる構造のために、踏板高さ寸法が大きくなる。その結果、踏板の往路に必要とする走行空間と、帰路に必要とする走行空間と、これらの上下に確保される安全空間、さらには往路走行空間と帰路走行空間との間に位置する枠体の構成部材である横桁材との設置寸法を合わせると、これらを収納する枠体の高さ方向の寸法が大きくなる問題がある。
【0006】
加えて、踏板の方向転換部における枠体の高さ寸法が、踏板の奥行き寸法と高さ寸法で決められてしまうので、通常の踏面を有する電動道路においては枠体の高さ寸法の縮小化に困難を極めていた。
【0007】
本発明の目的は、枠体の高さ方向の寸法を縮小し得る電動道路を提供することにある。
【0008】
【課題を解決するための手段】
本発明は上記目的を達成するために、クリートを並設したクリート体を下側から支持する強度部材を、前記クリート体を下側から支持する横方向部材と、この横方向部材から下方に伸びる縦方向部材とで構成し、この縦方向部材に車輪を軸支する端部枠体を連結したのである。
【0009】
さらに、幅方向両側に車輪を備えた複数の踏板を無端状に連結して両乗降口間を循環移動させてなる電動道路において、前記踏板の奥行き寸法を、前記車輪の直径の3倍よりも短くしたのである。
【0010】
上記構成のように、横方向部材で伝えられたクリート体の重量を縦方向部材で受け、この縦方向部材と端部枠体を横方向から連結したので、強度部材と端部枠体との締結部品等が踏板の高さ方向に加算されることがない。加えて、クリート体の荷重を強度部材の縦方向部材で支持するので、強度部材の横方向部材を薄くすることができる。その結果、従来、クリート体を支持する強度を確保するために、強度部材をハット型に形成していたことにより踏板高さ寸法を高くしていた要因をなくすことができる。このようなことからも、踏板の高さ寸法を低減し、踏板の方向転換部の回転半径を縮小できると共に、踏板の往路と帰路が構成される枠体の中間部の高さ寸法を低減することができる。
【0011】
さらに、踏板の奥行き寸法を縮小することができるので、踏板方向転換部における踏板の回転半径をさらに縮小することができ、これによって枠体の方向転換部の高さ寸法をさらに低減できるのである。
【0012】
【発明の実施の形態】
以下本発明による第1の実施の形態を図1〜図5に基づいて説明する。
【0013】
一般に、建築構造物1に設置される電動道路2は、建築構造物1の地盤を掘削して形成した凹溝1P内に設置された枠体3と、この枠体3の長手方向両端部に設けた乗降床4,5と、これら両乗降床4,5間を無端状に連結されて循環移動する複数の踏板6と、これら踏板6の移動方向両側に沿って前記枠体3に立設された欄干7と、この欄干7の周縁に案内され前記踏板6と同期移動する移動手摺8とを備えている。
【0014】
前記踏板6は、その幅方向の両側に配置された左右の端部枠体9A,9Bと、この左右の端部枠体9A,9Bに跨る強度部材10と、この強度部材10に固定され乗客が乗るクリート体11と、前記端部枠体9A,9Bに軸支される車輪12とを備えている。
【0015】
ここで、前記クリート体11は、例えばステンレス薄鋼板を波山に交互に連続して折曲げて踏板奥行き方向に沿う多数のクリートを並設し、このクリートの長手方向端部に形成される空所を加締め加工や詰物を詰めることにより塞いでいる。尚、クリート体11は、アルミニュウム成型品やその他の材料で形成したものを用いても差し支えない。
【0016】
前記強度部材10は、第1強度辺13と第2強度辺14とから構成され、これらはクリート体11の幅方向寸法とほぼ同じ長さを有している。これら第1強度辺13と第2強度辺14とは夫々鋼板を折曲げて断面L字状に形成されており、夫々前記クリート体11を下方から支持する横方向部材となる水平辺13H,14Hと、これら水平辺13H,14Hのクリート体奥行き方向に沿う一端から下方に延在する縦方向部材となる垂直辺13V,14Vとを有する。前記第1強度辺13と第2強度辺14とはクリート体奥行き方向に間隔を空けて平行に配置され、その水平辺13H,14Hにクリート体11の溝底が、例えばスポット溶接等の周知の固定手段によって固定されている。
【0017】
前記端部枠体9A,9Bは、クリート体の奥行き方向に延在する軸支部15と、この軸支部15からクリート体の幅方向に突出する連結部16とを有する。軸支部15は、その踏板進行方向の前端部が踏板進行方向の後端部に比べて踏板幅方向の外側寄りに変位している。このような軸支部15は、踏板進行方向の前端部に第一の軸支部が設けられ、そこに前記車輪12の車軸12Sを支承する軸受17が固定されている。軸支部15の踏板進行方向の後端部は、クリート体11の奥行き方向後端より突出する長さを有し、突出した部分に第2の軸支部が設けられ、そこに後輪となる車輪12Rの車軸12RSに設けた軸受17Mを受ける軸支溝18が形成されている。この軸支溝18は、クリート体の奥行き方向に沿って長く形成され、前記軸受17Mはこの軸支溝18内でのみ摺動できるように支持されている。
【0018】
前記連結部16は、前記強度部材10の第1強度辺13と第2強度辺14間に接触するように挿入される断面コ字状に形成され、前記第1強度辺13及び第2強度辺14の各垂直辺13V,14Vに接する垂直辺16Vを有する。
【0019】
上記構成において、前記第1強度辺13及び第2強度辺14の各垂直辺13V,14Vに連結部16の各垂直辺16Vを、例えばボルトB等の周知の締結手段で締結することにより、強度部材10の幅方向両端部に端部枠体9A,9Bが一体的に組立てられる。このように組立てられた強度部材10の水平辺13H,14H上に既述のように、スポット溶接によりクリート体11を固定するのである。尚、クリート体11を水平辺13H,14Hにスポット溶接する場合には、端部枠体9A,9Bを強度部材10に固定する前に行なっても良い。
【0020】
このように構成された踏板6は、端部枠体9A,9Bの軸受17に軸支された車軸12Sを無端状の踏板チェーン19に連結することにより、無端状に連結される。そして、踏板チェーン19を前記枠体3の長手方向の両端部に軸支したスプロケット20A,20Bに巻掛け、スプロケット20A,20Bのいずれかを駆動することにより、前記踏板6は、枠体3内に敷設されたガイドレール(図示せず)に車輪12を転動させて前記乗降床4,5間を循環移動するのである。
【0021】
上記構成において、踏板6に対して前輪となる車輪12のみが定位置に支持され、後輪となる車輪は、図4に示すように、踏板進行方向の後側(紙面下方)に隣接する踏板6Rの軸支部15の定位置に支持された車輪12Rが、図2に示すように、踏板6の端部枠体9A,9Bの軸支溝18内に嵌合されることによって兼用することになる。また、踏板6の前輪となる車輪12は、踏板進行方向の前側(紙面上方)に隣接する踏板6Fの後輪を兼ねる。そのために、図4に示すように、踏板6の端部枠体9Aの踏板進行方向後端部に、踏板6Rの端部枠体9Aの進行方向前端部が踏板幅方向に重なるように配置され、かつ端部枠体9A,9Bの軸支部15は、クリート体11の幅方向両端部から突出して位置している。このように、端部枠体9A,9Bの軸支部15をクリート体11の幅方向両端部から突出して位置させることで、踏板方向転換部において軸支部15が隣接するクリート体11の下部に接触するのを防いでいる。
【0022】
上記のように構成したので、1つの車輪12によって隣接する2つの踏板6,6Fの重量及び踏板6,6Fに作用する荷重を分担することになるので、1つの踏板に対して夫々前後に車輪12を設けていた構成に比べて車輪の数を低減できる。
【0023】
本実施の形態によれば、電動道路2の枠体3の高さ寸法を縮小することができる。
【0024】
即ち、クリート体11は水平面13H,14Hで直接支持され、その支持力(荷重)を負担する2つの垂直辺13V,14Vを、横方向から端部枠体9A,9Bに締結するとともに、端部枠体9A,9Bの高さ寸法H(図1)を前記クリート体11の高さに強度部材10の高さを加えた高さ寸法内としたので、強度部材10と端部枠体9A,9Bとを高さ方向に連結していた従来に比べて踏板6の高さ寸法を縮小することができる。
【0025】
一方、1つの車輪を前後に隣接する車輪の前輪と後輪を兼ねるようにしたので、従来、1つの踏板に対して2つの車輪を軸支していた構成に比べて踏板の奥行き寸法を縮小することができ、その結果、踏板6の方向転換部での回転半径を縮小することができる。尚、踏板6の方向転換部で隣接車輪12−12Rの間隔が変化するが、その間隔の変化は例えば後続する踏板6Rの車輪12Rの車軸12RSが先行する踏板6の端部枠体9A,9Bの軸支溝18内でその位置を変えることで対応している。
【0026】
このように、踏板6の高さ寸法を低くし、かつ方向転換部での踏板6の回転半径を縮小できるので、踏板方向転換部における枠体3の高さ寸法を縮小することは勿論のこと、踏板6が往復する中間部における枠体3の高さ寸法をも縮小することができる。そして枠体3の高さ寸法が縮小できると云うことは、枠体3を建築構造物1の地盤に埋設するために掘削する凹溝1Pも浅くてよいことになり、土木作業量を低減することができる。尚、枠体3が建築構造物1内に設置される場合には、枠体3の高さ寸法を縮小した分、上下に隣接する階床高さを小さくすることができる。
【0027】
ところで、上記実施の形態において、踏板6の幅方向寸法Wは、従来の電動道路の踏板と同じであるが、奥行き寸法Lは、従来の電動道路の踏板奥行き寸法に比べて短くすることができる。しかし、クリート体11の奥行き寸法Lを、例えば車輪12の外径寸法の3倍以下とすることにより、従来に比べて約半分の長さに短くすることができる。
【0028】
このように構成することで、従来の踏板に比べて方向転換部における踏板6の回転半径をさらに小さくすることができ、その結果、枠体3の高さ寸法もさらに縮小することができる。
【0029】
ところで、電動道路において乗客が乗る踏板6の幅Wは、一般に2人が並んで乗れるように約1000mmあるが、さらに利便性を良くするために、踏板6の幅W寸法を約1600mmにすることが検討されている。しかし、踏板奥行き寸法が車輪12の外径寸法の3倍以内となるように短い踏板6において、幅寸法を1600mmとした場合、乗客が乗ることにより踏板6が撓み易くなる問題が生じる。
【0030】
そこで、図6,図7に示す本発明による第2の実施の形態は、奥行き寸法が短く幅寸法が大きい踏板においても撓みが少ない構造を提供するものである。
【0031】
第2の実施の形態は、前記第1の実施の形態による構成とほとんど同じである。前記第1の実施の形態と異なる構成は、強度部材21の構成である。即ち、間隔を空けて配置した第1強度辺13と第2強度辺14との間に、第3強度辺22を配置した点である。この第3強度辺22は、第1強度辺13及び第2強度辺14と同じ長さ寸法を有し、水平辺22Hとその両端から夫々下方向に直角に延在させた垂直辺22Vを有する所謂断面コ字状に形成されている。
【0032】
このように形成された第3強度辺22の水平辺22Hをクリート体11に下方から接触させるとともに、垂直辺22V,22Vを、第1強度辺13及び第2強度辺14の垂直辺13V,14Vに添わせる。次に、端部枠体9A,9Bの連結部16を第3強度辺22の垂直辺22V,22V間に挿入した状態で、垂直辺13V−22V−16V間と、14V−22V−16V間をボルトB等の締結手段で横方向から連結するのである。尚、第3強度辺22の水平辺22Hは、必ずしもクリート体11の底部に接触させて支える必要はなく、クリート体11の底部との間に隙間が存在しても良い。さらに、垂直辺13V−22V−16V間及び14V−22V−16V間も直接接触させず、間に間隔子を介在させて締結するようにしても良い。
【0033】
以上のように構成した第2の実施の形態によれば、クリート体11を受ける垂直辺13V−22V,22V−14Vの数が第1の実施の形態に比べて2倍になるので、奥行き寸法が短く幅方向寸法を長く形成したクリート体11の幅方向の撓みを抑制することができる。
【0034】
因みに、本実施の形態によれば、従来、約1000mmの高さ寸法を有していた図5のE部における枠体3が約500mmに、従来、約500mmの高さ寸法を有していた図5のM部における枠体3が約350mmに縮小することができた。
【0035】
図8は、第3の実施の形態を示すもので、第2の実施の形態と異なるのは、強度部材23の形状である。即ち、第2の実施の形態において、強度部材21は、第1強度辺13,第2強度辺14及び第3強度辺22の3つの強度辺を組み合わせた構成であるが、本実施の形態においては、一枚の鋼板を折曲げて強度部材23を形成したのである。具体的に説明すると、第2の実施の形態における第1強度辺13及び第3強度辺22の互いに共締めされる垂直辺13V,22V及び第2強度辺14及び第3強度辺22の互いに共締めされる垂直辺14V,22Vの下端同士を夫々切離さず連続して折曲げることにより、一枚の鋼板で強度部材23を形成したのである。
【0036】
それ以外の構造は、第1及び第2の実施の形態と同じであるので、再度の説明は省略する。
【0037】
本実施の形態によれば、第1及び第2の実施の形態と同じ効果が得られるほか、強度部材23の部品数を少なくできる効果を有する。
【0038】
ところで、上記第1〜第3の実施の形態において、強度部材を構成する第1強度辺13と第2強度辺14の水平辺13H,14Hは、垂直辺13V,14Vからほぼ直角に折曲げられて形成されているが、図9に示す第4の実施の形態に示すように、夫々水平辺13H,14Hと垂直辺13V,14Vとの間に傾斜辺13S,14Sを介在させるようにしてクリート体11の進行方向端部の撓みを抑制するようにしても良い。さらに、上記第1〜第3の実施の形態における端部枠体9A,9Bの連結部16を下向きに開口する断面コ字状に形成したが、図9に示す第4の実施の形態に示すように、上向きに開口する断面コ字状に形成しても良い。即ち、上向きに開口しても下向きに開口しても、第1強度辺13及び第2強度辺14の各垂直辺13V,14Vに横方向から連結される連結部16の垂直辺16V,16Vの位置は変わらないからである。したがって、クリート体11の種類によって、開口が上向きの連結部16とするか、下向きの連結部16とするか決めることができる。尚、図9は基本的に図1〜図3に示す各実施の形態と同様な構成をしているので、再度の説明は省略する。
【0039】
上記第1〜第4の実施の形態において、強度部材10,21,23は鋼板を折曲げて形成したものであるが、材料や形状は特に限定されるものではなく、要は、強度部材の縦方向部材でクリート体に作用する荷重を負担し、端部枠体を横方向から縦方向部材に連結することと、1つの踏板に対して1つの車輪が固定され、もう1つの車輪が進行方向に対して変位できるように支持されていることである。
【0040】
【発明の効果】
以上説明したように本発明によれば、枠体の高さ寸法の縮小化が図れる電動道路を得ることができる。
【図面の簡単な説明】
【図1】本発明による電動道路の第1の実施の形態を示す踏板の縦断側面図。
【図2】図1の斜視図。
【図3】図2の踏板の分解斜視図。
【図4】図1の踏板の幅方向の一側を示す拡大平面図。
【図5】本発明による電動道路の全体を示す概略側面図。
【図6】本発明による電動道路の第2の実施の形態を示す踏板の縦断側面図。
【図7】図6に示す踏板の図3相当図。
【図8】本発明による電動道路の第3の実施の形態を示す踏板の縦断側面図。
【図9】本発明による電動道路の第4の実施の形態を示す踏板の縦断側面図。
【符号の説明】
1…建築構造物、2…電動道路、3…枠体、4,5…乗降床、6…踏板、9A,9B…端部枠体、10,21,23…強度部材、11…クリート体、13…第1強度辺、14…第2強度辺、22…第3強度辺。
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to an electric road in which a step is not generated between adjacent treads, and more particularly to an electric road with an improved tread shape.
[0002]
[Prior art]
Normally, as disclosed in Patent Documents 1 and 2, a motorized road is circulated by connecting endless treads having treads having substantially the same size as treads of escalator steps.
[0003]
The tread includes a cleat body, a strength member supporting the cleat body, and an end frame body supporting the strength member at both ends in the width direction.
[0004]
[Patent Document 1]
Japanese Patent Application Laid-Open No. 61-20389 [Patent Document 2]
JP-A-4-201979 [0005]
[Problems to be solved by the invention]
The electric roads described in Patent Literatures 1 and 2 have a large tread plate height because the cleat body, the strength member, and the end frame that constitute the tread plate are simply stacked in the tread plate height direction. As a result, the travel space required for the outward travel of the tread plate, the travel space required for the return travel, the safety space secured above and below these, and the frame body located between the forward travel travel space and the return travel travel space When the installation dimensions of the horizontal girder members, which are the constituent members of the above, are matched, there is a problem that the dimension of the frame body for housing these members in the height direction becomes large.
[0006]
In addition, since the height of the frame at the turning portion of the tread is determined by the depth and height of the tread, the height of the frame is reduced on a motorized road having ordinary treads. It was extremely difficult.
[0007]
An object of the present invention is to provide an electric road that can reduce the height dimension of a frame.
[0008]
[Means for Solving the Problems]
In order to achieve the above object, the present invention provides a strength member that supports a cleat body having juxtaposed cleats from below, a lateral member that supports the cleat body from below, and extends downward from the lateral member. A vertical member was formed, and an end frame supporting the wheel was connected to the vertical member.
[0009]
Furthermore, in an electric road in which a plurality of treads provided with wheels on both sides in the width direction are connected endlessly and circulated between the entrances and exits, the depth of the treads is set to be greater than three times the diameter of the wheels. It was shortened.
[0010]
As in the above configuration, the weight of the cleat body transmitted by the horizontal member is received by the vertical member, and the vertical member and the end frame are connected from the horizontal direction. Fastening parts and the like are not added in the height direction of the tread. In addition, since the load of the cleat body is supported by the longitudinal members of the strength member, the transverse members of the strength member can be made thin. As a result, in order to secure the strength for supporting the cleat body, it is possible to eliminate the factor of increasing the height of the tread plate by forming the strength member in a hat shape. For this reason, it is possible to reduce the height dimension of the tread plate, reduce the turning radius of the direction change portion of the tread plate, and reduce the height dimension of the intermediate portion of the frame body in which the forward and return paths of the tread plate are formed. be able to.
[0011]
Further, since the depth dimension of the tread can be reduced, the turning radius of the tread in the tread direction changing portion can be further reduced, and thereby the height dimension of the direction changing portion of the frame can be further reduced.
[0012]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, a first embodiment of the present invention will be described with reference to FIGS.
[0013]
In general, the electric road 2 installed on the building structure 1 includes a frame 3 installed in a concave groove 1P formed by excavating the ground of the building structure 1 and two longitudinal ends of the frame 3. The floors 4 and 5 provided, a plurality of treads 6 connected endlessly between the two floors 4 and 5 and circulating, and standing on the frame 3 along both sides in the moving direction of the treads 6. And a moving handrail 8 guided by the periphery of the balustrade 7 and synchronously moved with the tread plate 6.
[0014]
The tread plate 6 includes left and right end frames 9A and 9B disposed on both sides in the width direction, a strength member 10 extending over the left and right end frames 9A and 9B, and a passenger fixed to the strength member 10 And a wheel 12 supported by the end frames 9A and 9B.
[0015]
Here, the cleat body 11, for example, is formed by bending a stainless steel sheet alternately and continuously in a wave crest to form a large number of cleats along the tread plate depth direction, and a space formed at a longitudinal end of the cleat. It is closed by caulking and filling. Note that the cleat body 11 may be formed of an aluminum molded product or another material.
[0016]
The strength member 10 includes a first strength side 13 and a second strength side 14, which have substantially the same length as the width dimension of the cleat body 11. The first strength side 13 and the second strength side 14 are each formed into a L-shaped cross section by bending a steel plate, and the horizontal sides 13H and 14H serving as lateral members for supporting the cleat body 11 from below. And vertical sides 13V and 14V which are vertical members extending downward from one ends of the horizontal sides 13H and 14H along the cleat body depth direction. The first strength side 13 and the second strength side 14 are arranged in parallel with a gap in the depth direction of the cleat body, and the groove bottoms of the cleat body 11 are provided on the horizontal sides 13H and 14H, for example, by well-known spot welding or the like. It is fixed by fixing means.
[0017]
Each of the end frames 9A and 9B has a shaft support 15 extending in the depth direction of the cleat body, and a connecting portion 16 projecting from the shaft support 15 in the width direction of the cleat body. The front end of the shaft support 15 in the tread-board traveling direction is displaced toward the outer side in the tread-board width direction as compared with the rear end in the tread-board traveling direction. In such a shaft support 15, a first shaft support is provided at a front end in the traveling direction of the tread plate, and a bearing 17 that supports the axle 12 </ b> S of the wheel 12 is fixed thereto. The rear end of the shaft support portion 15 in the tread plate traveling direction has a length protruding from the rear end in the depth direction of the cleat body 11, and a second shaft support portion is provided at the protruding portion, and a wheel serving as a rear wheel there. A shaft support groove 18 that receives a bearing 17M provided on the 12R axle 12RS is formed. The shaft supporting groove 18 is formed to be long along the depth direction of the cleat body, and the bearing 17M is supported so as to be slidable only in the shaft supporting groove 18.
[0018]
The connecting portion 16 is formed in a U-shaped cross section to be inserted between the first strength side 13 and the second strength side 14 of the strength member 10, and the first strength side 13 and the second strength side 14 has vertical sides 16V that are in contact with the respective vertical sides 13V and 14V.
[0019]
In the above configuration, the strength is obtained by fastening the vertical sides 16V of the connecting portion 16 to the vertical sides 13V and 14V of the first strength side 13 and the second strength side 14 by a known fastening means such as a bolt B. End frames 9A and 9B are integrally assembled at both ends in the width direction of the member 10. As described above, the cleat body 11 is fixed by spot welding on the horizontal sides 13H and 14H of the strength member 10 assembled as described above. When the cleat body 11 is spot-welded to the horizontal sides 13H, 14H, it may be performed before the end frames 9A, 9B are fixed to the strength member 10.
[0020]
The tread plate 6 thus configured is connected endlessly by connecting the axle 12S, which is supported by the bearings 17 of the end frames 9A and 9B, to an endless tread chain 19. Then, the tread plate chain 19 is wound around sprockets 20A, 20B pivotally supported at both ends in the longitudinal direction of the frame 3, and any one of the sprockets 20A, 20B is driven. The wheels 12 are rolled on guide rails (not shown) laid on the floor and circulate between the floors 4 and 5.
[0021]
In the above configuration, only the front wheel 12 is supported at a fixed position with respect to the tread plate 6, and the rear wheel is, as shown in FIG. As shown in FIG. 2, the wheel 12R supported at a fixed position of the shaft support 15 of the 6R is also used by being fitted into the shaft support grooves 18 of the end frames 9A and 9B of the tread plate 6. Become. Further, the wheel 12 serving as the front wheel of the tread plate 6 also serves as a rear wheel of the tread plate 6F adjacent to the front side (upper side in the drawing) in the tread plate traveling direction. For this purpose, as shown in FIG. 4, the front end in the traveling direction of the end frame 9A of the tread 6R is disposed at the rear end of the end frame 9A of the tread 6 in the traveling direction of the tread, so as to overlap in the tread width direction. In addition, the shaft support portions 15 of the end frame members 9A and 9B are positioned so as to protrude from both ends in the width direction of the cleat body 11. In this manner, by positioning the shaft supporting portions 15 of the end frame members 9A and 9B so as to protrude from both ends in the width direction of the cleat body 11, the shaft supporting portion 15 contacts the lower portion of the adjacent cleat body 11 at the tread plate direction changing portion. To prevent
[0022]
With the above-described configuration, the weight of the two adjacent treads 6, 6F and the load acting on the treads 6, 6F are shared by one wheel 12, so that the wheels are moved forward and backward with respect to one tread, respectively. The number of wheels can be reduced as compared with the configuration in which 12 are provided.
[0023]
According to the present embodiment, the height of the frame 3 of the electric road 2 can be reduced.
[0024]
That is, the cleat body 11 is directly supported by the horizontal surfaces 13H and 14H, and the two vertical sides 13V and 14V that bear the supporting force (load) are fastened to the end frame members 9A and 9B from the lateral direction, and the end portions are formed. Since the height H (FIG. 1) of the frames 9A and 9B is within the height of the cleat body 11 plus the height of the strength member 10, the strength member 10 and the end frame 9A, The height of the tread plate 6 can be reduced as compared with the related art in which the tread 9B is connected in the height direction.
[0025]
On the other hand, since one wheel is also used as a front wheel and a rear wheel of front and rear adjacent wheels, the depth dimension of the tread is reduced as compared with a configuration in which two wheels are supported on one tread in the past. As a result, the radius of rotation of the tread plate 6 at the direction change portion can be reduced. The interval between the adjacent wheels 12-12 </ b> R changes in the direction change portion of the tread 6, and the change in the interval is caused, for example, by the end frame members 9 </ b> A, 9 </ b> B of the tread 6 having the axle 12 RS of the wheel 12 </ b> R of the following tread 6 R preceding. The position is changed in the shaft support groove 18 of FIG.
[0026]
As described above, since the height of the tread plate 6 can be reduced and the turning radius of the tread plate 6 at the turning portion can be reduced, the height of the frame body 3 at the tread turning portion can be reduced. Also, the height of the frame 3 at the intermediate portion where the tread plate 6 reciprocates can be reduced. The fact that the height of the frame 3 can be reduced means that the concave groove 1P to be excavated to bury the frame 3 in the ground of the building structure 1 may be shallow, and the amount of civil engineering work is reduced. be able to. When the frame 3 is installed in the building structure 1, the height of the vertically adjacent floor can be reduced by the reduced height of the frame 3.
[0027]
By the way, in the above embodiment, the width dimension W of the tread 6 is the same as the tread of the conventional electric road, but the depth L can be shorter than the tread depth of the conventional electric road. . However, by setting the depth dimension L of the cleat body 11 to, for example, three times or less the outer diameter dimension of the wheel 12, the length can be reduced to about half the length as compared with the related art.
[0028]
With such a configuration, the turning radius of the tread plate 6 in the direction changing portion can be further reduced as compared with the conventional tread plate, and as a result, the height of the frame 3 can be further reduced.
[0029]
By the way, the width W of the treads 6 on which the passengers ride on the electric road is generally about 1000 mm so that two people can ride side by side, but in order to further improve the convenience, the width W of the treads 6 is set to about 1600 mm. Is being considered. However, when the width of the tread plate 6 is set to 1600 mm in the short tread plate 6 such that the depth of the tread plate is not more than three times the outer diameter of the wheel 12, a problem occurs that the tread plate 6 is easily bent by a passenger.
[0030]
Therefore, the second embodiment of the present invention shown in FIGS. 6 and 7 provides a structure in which even a tread having a short depth and a large width has a small bending.
[0031]
The second embodiment is almost the same as the configuration according to the first embodiment. The configuration different from the first embodiment is the configuration of the strength member 21. That is, the third strength side 22 is arranged between the first strength side 13 and the second strength side 14 which are arranged at an interval. The third strength side 22 has the same length dimension as the first strength side 13 and the second strength side 14, and has a horizontal side 22H and vertical sides 22V extending perpendicularly downward from both ends thereof. It is formed in a so-called U-shaped cross section.
[0032]
The horizontal side 22H of the third strength side 22 thus formed is brought into contact with the cleat body 11 from below, and the vertical sides 22V, 22V are changed to the vertical sides 13V, 14V of the first strength side 13 and the second strength side 14. To accompany. Next, with the connecting portions 16 of the end frames 9A, 9B inserted between the vertical sides 22V, 22V of the third strength side 22, the vertical sides 13V-22V-16V, and 14V-22V-16V are connected. It is connected from the lateral direction by fastening means such as bolts B. Note that the horizontal side 22H of the third strength side 22 does not necessarily need to be supported in contact with the bottom of the cleat body 11, and a gap may exist between the horizontal side 22H and the bottom of the cleat body 11. Further, the vertical sides 13V-22V-16V and 14V-22V-16V may not be directly in contact with each other, but may be fastened with a spacer interposed therebetween.
[0033]
According to the second embodiment configured as described above, the number of the vertical sides 13V-22V and 22V-14V receiving the cleat body 11 is doubled as compared with the first embodiment, so that the depth dimension is increased. Can be suppressed in the width direction of the cleat body 11 having a short width and a long dimension in the width direction.
[0034]
Incidentally, according to the present embodiment, the frame 3 in the portion E in FIG. 5, which had a height dimension of about 1000 mm in the past, had a height dimension of about 500 mm in the related art. The frame 3 in the portion M in FIG. 5 could be reduced to about 350 mm.
[0035]
FIG. 8 shows the third embodiment. What differs from the second embodiment is the shape of the strength member 23. That is, in the second embodiment, the strength member 21 has a configuration in which the three strength sides of the first strength side 13, the second strength side 14, and the third strength side 22 are combined. Has formed the strength member 23 by bending a single steel plate. More specifically, the vertical sides 13V and 22V of the first strength side 13 and the third strength side 22 and the second strength side 14 and the third strength side 22 of the second embodiment that are fastened together are the same. The strength members 23 were formed from a single steel plate by continuously bending the lower ends of the vertical sides 14V and 22V to be fastened without separating them.
[0036]
The other structure is the same as that of the first and second embodiments, and the description thereof will not be repeated.
[0037]
According to this embodiment, the same effects as those of the first and second embodiments can be obtained, and also, there is an effect that the number of components of the strength member 23 can be reduced.
[0038]
By the way, in the first to third embodiments, the horizontal sides 13H, 14H of the first strength side 13 and the second strength side 14 constituting the strength member are bent at substantially right angles from the vertical sides 13V, 14V. As shown in the fourth embodiment shown in FIG. 9, the cleats are formed so that the inclined sides 13S, 14S are interposed between the horizontal sides 13H, 14H and the vertical sides 13V, 14V, respectively. The bending of the end of the body 11 in the traveling direction may be suppressed. Further, the connecting portion 16 of the end frame members 9A and 9B in the first to third embodiments is formed in a U-shaped cross section which opens downward, as shown in the fourth embodiment shown in FIG. In this manner, the opening may be formed in a U-shaped cross section that opens upward. That is, regardless of whether the opening is upward or downward, the vertical sides 16V and 16V of the connecting portion 16 that are connected to the vertical sides 13V and 14V of the first strength side 13 and the second strength side 14 from the horizontal direction. This is because the position does not change. Therefore, depending on the type of the cleat body 11, it is possible to determine whether the opening is the connection portion 16 facing upward or the connection portion 16 facing downward. Note that FIG. 9 has basically the same configuration as each of the embodiments shown in FIGS. 1 to 3, and thus the description thereof will not be repeated.
[0039]
In the first to fourth embodiments, the strength members 10, 21, and 23 are formed by bending a steel plate. However, the material and shape are not particularly limited. The vertical member bears the load acting on the cleat body, and the end frame is connected to the vertical member from the horizontal direction. One wheel is fixed to one tread, and the other wheel advances. It is supported so that it can be displaced in the direction.
[0040]
【The invention's effect】
As described above, according to the present invention, it is possible to obtain an electric road in which the height of the frame can be reduced.
[Brief description of the drawings]
FIG. 1 is a vertical sectional side view of a tread showing a first embodiment of an electric road according to the present invention.
FIG. 2 is a perspective view of FIG.
FIG. 3 is an exploded perspective view of the tread of FIG. 2;
FIG. 4 is an enlarged plan view showing one side in the width direction of the tread of FIG. 1;
FIG. 5 is a schematic side view showing the entire electric road according to the present invention.
FIG. 6 is a vertical sectional side view of a tread plate showing a second embodiment of the electric road according to the present invention.
FIG. 7 is a view corresponding to FIG. 3 of the tread shown in FIG. 6;
FIG. 8 is a vertical sectional side view of a tread showing a third embodiment of an electric road according to the present invention.
FIG. 9 is a vertical sectional side view of a tread showing a fourth embodiment of an electric road according to the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 ... Building structure, 2 ... Electric road, 3 ... Frame body, 4, 5 ... Getting on and off floor, 6 ... Tread plate, 9A, 9B ... End frame body, 10, 21, 23 ... Strength member, 11 ... Cleat body, 13: first intensity side, 14: second intensity side, 22: third intensity side.

Claims (8)

進行方向に沿う複数のクリートを並設したクリート体と、このクリート体を下側から支持する強度部材とを有する踏板を備えた電動道路において、前記強度部材は、前記クリート体を下側から支持する横方向部材と、この横方向部材から下方に伸びる縦方向部材とを有し、この縦方向部材に車輪を軸支した端部枠体を連結したことを特徴とする電動道路。In an electric road including a cleat body in which a plurality of cleats along a traveling direction are juxtaposed and a strength member for supporting the cleat body from below, the strength member supports the cleat body from below. An electric road, comprising: a horizontal member that extends from the horizontal member; and a vertical member that extends downward from the horizontal member, and an end frame body that supports a wheel is connected to the vertical member. 前記端部枠体は、前記縦方向部材を連結する連結部と、この連結部と一体で前記進行方向に延在する軸支部とを有し、この軸支部に前記車輪を軸支させたことを特徴とする請求項1記載の電動道路。The end frame has a connecting portion for connecting the longitudinal members, and a shaft supporting portion extending in the traveling direction integrally with the connecting portion, and the wheel is supported by the shaft supporting portion. The electric road according to claim 1, characterized in that: 進行方向に沿う複数のクリートを並設したクリート体と、このクリート体を下側から支持する強度部材と、この強度部材をクリート体の幅方向に沿う両端部で支持すると共に車輪を軸支する端部枠体とを有する踏板を備えた電動道路において、前記強度部材は、前記クリート体の幅方向に延在すると共に、前記クリート体を支持する水平辺と、この水平辺の端部から下方に延在する垂直辺を有し、前記端部枠体は、前記クリート体の幅方向に延在し前記垂直辺に横方向から連結される連結部と、この連結部と一体でクリート体の奥行き方向に延在する軸支部とを有し、この軸支部はクリート体の奥行き方向の一方端部に前記車輪の車軸を定位置に保持する第1の軸支部と、クリート体の奥行き方向の他方端部に別の車輪の車軸を前記クリート体の奥行き方向にのみ変位可能に保持する第2の軸支部とを有することを特徴とする電動道路。A cleat body in which a plurality of cleats along the traveling direction are juxtaposed, a strength member supporting the cleat body from below, and supporting the strength member at both ends along the width direction of the cleat body and supporting the wheels. In an electric road provided with a tread having an end frame, the strength member extends in the width direction of the cleat body, and has a horizontal side supporting the cleat body, and a lower side extending from an end of the horizontal side. The end frame body extends in the width direction of the cleat body, and is connected to the vertical side from a lateral direction, and the cleat body is integrally formed with the connection portion. A first supporting portion for holding the axle of the wheel at a fixed position at one end in the depth direction of the cleat body, and a supporting portion extending in the depth direction of the cleat body. Cleat another wheel axle at the other end Electric road; and a second shaft support that only displaceably held in the depth direction of the. 前記強度部材は、前記クリート体の幅方向に延在する複数の強度辺を前記クリート体の奥行き方向に並べて構成されていることを特徴とする請求項3記載の電動道路。The electric road according to claim 3, wherein the strength member is configured by arranging a plurality of strength sides extending in a width direction of the cleat body in a depth direction of the cleat body. 前記強度部材は、水平辺と垂直辺を有する断面L字状の第1及び第2強度辺と、これら第1及び第2強度辺のクリート体奥行き方向の中間に配置され水平辺と垂直辺を有する断面コ字状の第3強度辺とから構成されており、第1〜第3強度辺の水平辺を面一に並べて前記クリート体を支持したことを特徴とする請求項3記載の電動道路。The strength member has first and second strength sides each having an L-shaped cross section having a horizontal side and a vertical side, and is disposed at an intermediate position between the first and second strength sides in a cleat body depth direction and has a horizontal side and a vertical side. The electric road according to claim 3, wherein the cleat body is supported by arranging horizontal sides of the first to third strength sides flush with each other. . 前記強度部材は、鋼板を折曲げて複数の水平辺を形成していることを特徴とする請求項3記載の電動道路。The electric road according to claim 3, wherein the strength member is formed by bending a steel plate to form a plurality of horizontal sides. 幅方向両側に車輪を備えた複数の踏板を無端状に連結して両乗降口間を循環移動させてなる電動道路において、前記踏板の奥行き寸法を、前記車輪の直径の3倍よりも短くしたことを特徴とする電動道路。On an electric road in which a plurality of treads provided with wheels on both sides in the width direction are connected endlessly and circulated and moved between both entrances, the depth of the treads is shorter than three times the diameter of the wheels. An electric road characterized by that. 進行方向に沿う複数のクリートを並設したクリート体と、このクリート体を下側から支持する強度部材とを有する踏板を備えた電動道路において、前記強度部材は、前記クリート体を下側から支持する横方向部材と、この横方向部材から下方に伸びる縦方向部材とを有し、この縦方向部材に車輪を軸支すると共に、前記踏板の奥行き寸法を前記車輪の直径の3倍よりも短くしたことを特徴とする電動道路。In an electric road including a cleat body in which a plurality of cleats along a traveling direction are juxtaposed and a strength member for supporting the cleat body from below, the strength member supports the cleat body from below. And a vertical member extending downwardly from the horizontal member. The vertical member supports a wheel, and the depth of the tread is shorter than three times the diameter of the wheel. An electric road characterized by:
JP2003003333A 2003-01-09 2003-01-09 Electric path Expired - Lifetime JP3917529B2 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
JP2003003333A JP3917529B2 (en) 2003-01-09 2003-01-09 Electric path
CN 200310115613 CN1269719C (en) 2003-01-09 2003-11-10 Electric road
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CN102838022A (en) * 2011-06-20 2012-12-26 苏州奔一机电有限公司 Escalator footstep
JP7451525B2 (en) 2018-11-27 2024-03-18 インベンテイオ・アクテイエンゲゼルシヤフト How to install a conveyor chain for a moving walkway pallet belt

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CN103832911A (en) * 2014-02-28 2014-06-04 深圳职业技术学院 Pedestrian crossing managing device based on parallel escalators

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Publication number Priority date Publication date Assignee Title
CN102838022A (en) * 2011-06-20 2012-12-26 苏州奔一机电有限公司 Escalator footstep
JP7451525B2 (en) 2018-11-27 2024-03-18 インベンテイオ・アクテイエンゲゼルシヤフト How to install a conveyor chain for a moving walkway pallet belt

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CN1781839A (en) 2006-06-07
CN100447071C (en) 2008-12-31
JP3917529B2 (en) 2007-05-23
CN1517292A (en) 2004-08-04

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