JP3472954B2 - Passenger conveyor equipment - Google Patents
Passenger conveyor equipmentInfo
- Publication number
- JP3472954B2 JP3472954B2 JP12571898A JP12571898A JP3472954B2 JP 3472954 B2 JP3472954 B2 JP 3472954B2 JP 12571898 A JP12571898 A JP 12571898A JP 12571898 A JP12571898 A JP 12571898A JP 3472954 B2 JP3472954 B2 JP 3472954B2
- Authority
- JP
- Japan
- Prior art keywords
- body frame
- entrance
- exit
- passenger conveyor
- main body
- 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
Links
Landscapes
- Escalators And Moving Walkways (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、乗客を乗せて移動
する乗客コンベア装置に係り、特に建築構造体や土木構
造体など(以下、特に記載しない限り「構造体」とい
う)に設置されるエスカレーターや動く歩道などの乗客
コンベア装置に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a passenger conveyor device for moving passengers, and particularly to an escalator installed in a building structure, a civil engineering structure or the like (hereinafter referred to as "structure" unless otherwise specified). The present invention relates to a passenger conveyor device such as a moving walkway.
【0002】[0002]
【従来の技術】従来、乗客コンベア装置としては、たと
えば、実開昭61−75483号公報に開示されたもの
が知られている。この乗客コンベア装置は、本体枠を構
成する下枠と上枠に固設された受枠を支える支持台と、
この下枠と上枠の少なくとも一方を支える支持体を、前
記支持台に設けたもので、地震時などにその本体枠の上
枠側が建築梁から離脱して落下することを防いでいる。2. Description of the Related Art Conventionally, as a passenger conveyor device, for example, one disclosed in Japanese Utility Model Laid-Open No. 61-75483 is known. This passenger conveyor device includes a support frame that supports a receiving frame fixed to a lower frame and an upper frame that form the main frame,
A support body that supports at least one of the lower frame and the upper frame is provided on the support base, and prevents the upper frame side of the main frame from separating from the building beam and falling during an earthquake or the like.
【0003】また、実開昭51−116591号公報に
開示された乗客コンベア装置が知られている。この乗客
コンベア装置は、本体枠とこの中間部に対応して配置さ
れた固定体のいずれか一方に保持された支持台、および
他方に保持されてかつ上記支持台に枢持された支持具を
備え、この支持具および上記支持台の少なくとも一方の
上記保持部を摺動可能にしてなり、本体枠の上枠、中間
部、下枠の3箇所においてその全体荷重を分散支持する
ものである。A passenger conveyor device disclosed in Japanese Utility Model Laid-Open No. 51-116591 is also known. This passenger conveyor device includes a support frame held by either one of a main body frame and a fixed body arranged corresponding to the intermediate part, and a support tool held by the other and pivotally supported by the support frame. The holding part of at least one of the support and the support base is made slidable, and the entire load is dispersed and supported at three points of the upper frame, the middle part, and the lower frame of the main body frame.
【0004】[0004]
【発明が解決しようとする課題】しかしながら、上記受
枠を支える支持台と、この支持台に支持体を設けた乗客
コンベア装置(実開昭61−75483号公報)は、地
震動や各種振動が発生した場合に、その本体枠上枠側の
建築構造物からの離脱を許容し、その落下のみを防止せ
んとしたもので、地震動などの後で乗客コンベア装置を
速やかに原状に復するという思想はなかった。However, the supporting base for supporting the above-mentioned receiving frame and the passenger conveyor device (Japanese Utility Model Laid-Open No. 61-75483) in which a supporting body is provided on this supporting base generate seismic motion and various vibrations. In this case, it was intended to allow the detachment from the building structure on the upper frame side of the main frame and prevent only the falling of the building structure.There is no idea to quickly restore the passenger conveyor device to its original state after an earthquake motion. It was
【0005】また、上記3箇所で全体荷重を分散支持す
る乗客コンベア装置(実開昭51−116591号公
報)は、地震動などに対する乗客コンベア装置の保護、
対応に対する配慮がなく、しかも建築あるいは土木工事
の対象が上記のように上枠、中間部、下枠の各3箇所に
分散されるためにその設置費が割高となる恐れがあっ
た。Further, the passenger conveyor device (Japanese Utility Model Publication No. 51-116591) that disperses and supports the entire load at the above-mentioned three locations is a protection device for the passenger conveyor device against earthquake motion,
There was no consideration for dealing with it, and since the objects of construction or civil engineering work were distributed to each of the upper frame, middle part, and lower frame as described above, there was a risk that the installation cost would be high.
【0006】本発明の課題は、構造体と乗客コンベア装
置相互間の耐震性の向上を図るとともに、設置工事費の
低減を図ることである。An object of the present invention is to improve the earthquake resistance between the structure and the passenger conveyor device and to reduce the installation work cost.
【0007】[0007]
【課題を解決するための手段】上記課題を解決するため
本発明は、一方の側の乗降口と他方の側の乗降口との間
で継ぎ目なし状に連結され乗客を乗せて移動する複数の
踏み手段と、該踏み手段とともに移動して乗客の手を支
える手支え手段と、該手支え手段の移動を案内する移動
案内手段と、前記踏み手段、手支え手段および移動案内
手段を支持する本体枠とを備え、建築、土木などの構造
体に設置される乗客コンベア装置において、前記本体枠
の他方の側を前記構造体に固着し、前記本体枠の下側で
該本体枠を前記構造体に対して摺動可能に支えるととも
に、前記本体枠の一方の側の端部と前記構造体との間に
地震動などによる層間変位角に応じた許容移動値のすき
まを設け、かつ、一方の側の乗降口の乗降床を、前記す
きまの上側から前記構造体上面まで延設させ、前記乗降
床と前記構造体上面との重なり代を前記許容移動値より
大きく設定し、前記本体枠の下部水平部及び傾斜部の底
部を、摺動体を介してピットの土木床で支持してなるこ
とである。この場合、一方の側の乗降口の乗降床を、前
記すきまの上側から前記構造体の脆弱部の上面まで延設
させ、前記乗降床と前記構造体の脆弱部の上面との重な
り代を前記許容移動値より大きく設定してなる構成とす
ることもできる。SUMMARY OF THE INVENTION In order to solve the above problems, the present invention provides a plurality of vehicles which are connected seamlessly between an entrance / exit on one side and an entrance / exit on the other side to move passengers. Stepping means, hand supporting means that moves together with the stepping means to support a passenger's hand, movement guide means that guides the movement of the hand supporting means, and a body that supports the stepping means, hand supporting means, and movement guiding means In a passenger conveyor device provided with a frame and installed in a structure such as architecture or civil engineering, the other side of the main body frame is fixed to the structure body, and the main body frame is provided under the main body frame. It is slidably supported with respect to the one side of the main body frame, and a gap having an allowable movement value according to the interlayer displacement angle due to earthquake motion is provided between the one side end and the structure. From the upper side of the clearance to the front Was extended to the structure top surface, the overlapping margin between the passenger floor and the structure top surface is set larger than the allowable moving value, the lower horizontal portion and a bottom of the inclined portion of the body frame
The part is supported by the civil floor of the pit through a sliding body . In this case, the loading / unloading floor of the entrance / exit on one side is extended from the upper side of the clearance to the upper surface of the fragile portion of the structure, and the overlap margin between the loading / unloading floor and the upper surface of the fragile portion of the structure is described above. It is also possible to adopt a configuration in which it is set larger than the allowable movement value.
【0008】本体枠の他方の側を、構造体に対して溶接
接合などにより移動、離脱不可能に固着し、本体枠の下
側で、この本体枠を構造体に対して摺動可能、すなわち
位置ずれ可能に支え、かつ本体枠の一方の側の端部と構
造物との間にすきまを設けているので、大地震動などに
より建築構造体または土木構造体の一方の側と他方の側
とに大きなずれ、たとえば一方の側が上層で他方の側が
下層である場合には層間変位角が発生しても本体枠の長
手方向に対して大きな圧縮力や引張力が加わらず、本体
枠を圧縮変形させたり引張破断させたりすることがな
い。また、上記すきまの上側に地震動などによる本体枠
と構造物との衝突を緩衝する緩衝手段を設けることによ
り、本体枠への構築物の衝突による圧縮変形を防止す
る。The other side of the main body frame is fixed to the structure body by welding or the like so as not to move or separate, and the lower side of the main body frame body is slidable with respect to the structure body, that is, Since it is supported so that it can be displaced and a gap is provided between the end on one side of the main body frame and the structure, one side and the other side of the building structure or civil engineering structure due to large earthquake motion, etc. If there is a large deviation, for example, one side is the upper layer and the other side is the lower layer, even if an interlayer displacement angle occurs, a large compressive force or tensile force is not applied in the longitudinal direction of the body frame, and the body frame is compressed and deformed. Does not cause or rupture in tension. Further, by providing a cushioning means above the clearance for cushioning the collision between the main body frame and the structure due to earthquake motion or the like, compressive deformation due to the collision of the structure with the main body frame is prevented.
【0009】さらに、上記乗客コンベア装置において、
前記緩衝手段は、前記一方の側の乗降口を、該乗降口に
接近する構造体上面まで延設してなることである。一方
の側の乗降口を、構造体上面まで延設する緩衝手段を設
ける乗客コンベア装置は、上記乗客コンベア装置の作用
に加え、本体枠と構造体とが地震動などにより相対的に
ずれても、一方の側の乗降口が構造体の上面をすべり破
壊されることがない。Further, in the above passenger conveyor device,
The buffer means is configured such that the one-side entrance / exit is extended to the upper surface of the structure approaching the entrance / exit. Passenger conveyor device provided with a buffer means for extending the entrance and exit on one side to the upper surface of the structure, in addition to the action of the passenger conveyor device, even if the main frame and the structure are relatively displaced due to seismic motion, One side entrance / exit will not slip and break the top surface of the structure.
【0010】さらに、先の乗客コンベア装置において、
前記緩衝手段は、前記一方の側の乗降口を、該乗降口に
接近する構造体を延長して設けられ容易に破壊可能な材
料で形成される構造体延長部上面まで延設してなること
である。一方の側の乗降口を、構造体延長部上面まで延
設する緩衝手段を設ける乗客コンベア装置は、先の乗客
コンベア装置の作用に加え、本体枠と構造体とが地震動
などにより相対的にずれても、構造体延長部が容易に破
壊するので一方の側の乗降口が破壊されずにすむ。Further, in the above passenger conveyor device,
The shock-absorbing means has the one-sided entrance / exit extended to the upper surface of a structure extension portion formed of an easily destructible material by extending a structure approaching the entrance / exit. Is. The passenger conveyor device provided with a cushioning means for extending the entrance / exit on one side to the upper surface of the structure extension part is relatively displaced from the main body frame and the structure due to earthquake motion in addition to the action of the passenger conveyor device. However, since the structure extension portion is easily destroyed, the entrance / exit on one side is not destroyed.
【0011】そして、先の乗客コンベア装置において、
前記緩衝手段は、前記一方の側の乗降口を、該乗降口に
接近する構造体を延長して設けられ粒体で形成される構
造体延長部上面まで延設してなることである。一方の側
の乗降口を、構造体延長部上面まで延設する緩衝手段を
設ける乗客コンベア装置は、先の乗客コンベア装置の作
用に加え、本体枠と構造体とが地震動などにより相対的
にずれても、構造体延長部が粒体であるので構造体延長
部自体が容易に変形し、一方の側の乗降口が破壊されず
にすむ。Then, in the above passenger conveyor device,
The cushioning means is configured such that the one-side entrance / exit is extended to an upper surface of a structure extending portion formed by a grain and provided by extending a structure approaching the entrance / exit. The passenger conveyor device provided with a cushioning means for extending the entrance / exit on one side to the upper surface of the structure extension part is relatively displaced from the main body frame and the structure due to earthquake motion in addition to the action of the passenger conveyor device. However, since the structure extending portion is a grain, the structure extending portion itself is easily deformed, and the entrance / exit on one side is not destroyed.
【0012】[0012]
【発明の実施の形態】以下に本発明に係る乗客コンベア
装置の実施の形態を図面に基いて説明する。なお、図1
〜6において同じ構造、作用部分には同じ符号を付けて
示す。BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of a passenger conveyor device according to the present invention will be described below with reference to the drawings. Note that FIG.
6 to 6, the same structures and acting portions are designated by the same reference numerals.
【0013】図1は、本発明に係る乗客コンベア装置の
第1実施形態を示す全体斜視図である。第1実施形態の
乗客コンベア装置1は、エスカレーターに適用されるも
ので、一方の側の乗降口で下階床F1に連なる下部乗降
口2と他方の側の乗降口で上階床F2に連なる上部乗降
口3との間で継ぎ目なし状(または無端状)に連結され
乗客を乗せて移動する複数の踏み手段としての踏段4
(動く歩道の場合は、踏板と称する)と、この踏段4と
ともに同期的に移動して乗客の手を支える手支え手段と
してのハンドレール5と、このハンドレール5の走行路
を形成しハンドレール5の移動を案内する移動案内手段
としての欄干6(踏段4の両側に立設される)と、前記
踏段4、ハンドレール5および欄干6などの構造部品を
支持する本体枠7とを備え、上階床の建築構造体8と下
階床の土木構造体10との間に設置される。ここで、本
体枠7の他方の側1b、具体的には本体枠7の上部側縁
部7aを建築構造体8に対して移動不可能で、かつ離脱
不可能に固着する。また、本体枠7の下側でこの本体枠
7を土木構造体10に対して摺動可能に、すなわち位置
ずれ可能に支える。FIG. 1 is an overall perspective view showing a first embodiment of a passenger conveyor device according to the present invention. The passenger conveyor device 1 of the first embodiment is applied to an escalator, and includes a lower entrance / exit 2 connected to a lower floor F 1 at an entrance / exit on one side and an upper floor F 2 at an entrance / exit on the other side. Steps 4 as a plurality of stepping means that are connected seamlessly (or endlessly) with the upper entrance / exit 3 connected to
(In the case of a moving sidewalk, it is referred to as a tread), a handrail 5 as a hand-supporting means that moves in synchronization with the step 4 to support the passenger's hand, and a handrail that forms a traveling path of the handrail 5. A balustrade 6 (standing on both sides of the step 4) as a movement guide means for guiding the movement of 5 and a main body frame 7 for supporting structural parts such as the step 4, the handrail 5 and the balustrade 6, It is installed between the building structure 8 on the upper floor and the civil engineering structure 10 on the lower floor. Here, the other side 1b of the main body frame 7, specifically, the upper side edge portion 7a of the main body frame 7 is fixed to the building structure 8 in a non-movable and non-separable manner. Further, the main body frame 7 is supported on the lower side of the main body frame 7 so as to be slidable with respect to the civil engineering structure 10, that is, displaceable.
【0014】さらに、第1実施形態の乗客コンベア1に
おいて、本体枠7は、これら欄干6などの構造部品の長
手方向に延設され、下部乗降口2から下部曲線路4A、
傾斜路4B、上部曲線路4Cを経由して上部乗降口3に
至る全長Lに渡って下部水平部7A、傾斜部7Bおよび
上部水平部7Cを連結した形で下階床F1と上階床F2を
つないで設置される。さらに、本体枠7は、下部側を建
築または土木構造体にU字溝状に構築されたピット11
内に収納され、かつ、本体枠の下部水平部7Aを、本体
枠の長手方向の移動によるピット底面11Eとの位置ず
れに追随可能に支持される。Further, in the passenger conveyor 1 of the first embodiment, the main body frame 7 is extended in the longitudinal direction of the structural parts such as the balustrade 6, and the lower entry / exit port 2 to the lower curved path 4A,
The lower floor F1 and the upper floor F2 are formed by connecting the lower horizontal portion 7A, the inclined portion 7B and the upper horizontal portion 7C over the entire length L reaching the upper entrance 3 through the inclined road 4B and the upper curved road 4C. Installed by connecting. Further, the main body frame 7 has a pit 11 whose lower side is constructed in a U-shaped groove in an architectural or civil engineering structure.
It is housed inside and is supported so that the lower horizontal portion 7A of the main body frame can follow the positional deviation from the pit bottom surface 11E due to the movement of the main body frame in the longitudinal direction.
【0015】図2は、図1の I−I 線断面図である。本
体枠7は、上部側端部の縁部7aに完全固定(溶接接合
などで固着)される梁体7bが上部側の建築構造体8の
受梁8Aに重ね板9を介し、大地震動を考慮した重ね代
L1の重ね量、梁体7bと受梁8Aとが移動、離脱不可
能な接合部(溶接部X1、X2あるいはボルト接合によ
る)をもって強固に一体化されている。FIG. 2 is a sectional view taken along the line II of FIG. The main body frame 7 has a beam body 7b that is completely fixed (fixed by welding or the like) to an edge portion 7a at the upper end of the main body frame 7 via a lapping plate 9 on the receiving beam 8A of the upper side building structure 8 to prevent a large earthquake motion. The overlap amount of the overlap margin L 1 taken into consideration, the beam body 7b and the receiving beam 8A are firmly integrated with each other by the joints (by the welded portions X 1 , X 2 or the bolt joints) which cannot be moved and separated.
【0016】図3は、図1の II−II 線断面図である。
本体枠7は、下部側の下部水平部7Aとこれに近い傾斜
部7Bの一部が長さL4、深さHと一定幅(図示は省略
するも、概そ乗客コンベア1の横幅より多少大きい寸
法)で建築構造体8または土木構造体10にU字溝状に
構築される周囲壁11A、11Bおよび11Cからなる
ピット11の中に収納されている。この場合、ピット1
1は、その周囲壁11A、11Bおよび11Cで形成さ
れる壁面のほか、その基礎部分には土木床11Dが鉄筋
コンクリート造りなどで頑丈に構築され、その他の平坦
なピット底面11Eはコンクリートあるいはアスファル
トなどの簡単な構築で構成される。本体枠7の下部のほ
ぼ全体をピット内に収納し、かつその底部をピット底面
の広い面積で支持するので、先に記した従来技術のよう
に傾斜部での支持が不要とすることもできる。FIG. 3 is a sectional view taken along line II-II of FIG.
In the body frame 7, the lower horizontal portion 7A on the lower side and a part of the inclined portion 7B close to the lower horizontal portion 7A have a length L 4 , a depth H and a constant width (although not shown, the width is slightly larger than the width of the passenger conveyor 1). It is housed in a pit 11 composed of peripheral walls 11A, 11B and 11C which are constructed in a U-shaped groove in the building structure 8 or the civil engineering structure 10 with a large size. In this case, pit 1
In addition to the wall surface formed by its surrounding walls 11A, 11B and 11C, 1 has a civil floor 11D that is ruggedly constructed by reinforced concrete construction, etc. at its foundation, and the other flat pit bottom surface 11E is made of concrete or asphalt. Consists of a simple build. Since almost the entire lower portion of the main body frame 7 is housed in the pit and the bottom portion is supported by the wide area of the pit bottom surface, it is possible to eliminate the need for supporting the inclined portion as in the prior art described above. .
【0017】そして、一方の土木床11Dの上には、こ
の土木床11Dに固定された支持台12と、この支持体
12とは間隔L2をおいて他方の土木床11Dに固定さ
れる支持台13が設けられ、この各々で本体枠7の下部
水平部7Aの底部(下側)7AAに固定された支持具1
4、傾斜部7Bの底部(下側)7BBに固定される支持
具15を支持する。また、支持台12と支持具14との
間、支持台13と支持具15との間には、テフロン材や
ナイロン材など摺動特性の良い摺動体16をそれぞれ介
在させ、本体枠7の下部側の荷重を負担するとともに、
地震動などで発生する本体枠7の移動(図3に符号Pで
示すピット11との長手方向の位置ずれ)が自在となっ
て追随し、建築構造体8または土木構造体10の上部側
と下部側に大きな層間変位角が発生しても本体枠の長手
方向に対して大きな圧縮力や引張力が作用せず、本体枠
7を圧縮変形させたり引張破断させることがなくなり、
全体の耐震性を高める。On one of the civil floors 11D, a support 12 fixed to the civil floor 11D, and a support fixed to the other civil floor 11D with an interval L 2 from the support 12. A support tool 1 provided with a base 13 and fixed to the bottom portion (lower side) 7AA of the lower horizontal portion 7A of the main body frame 7 in each of them.
4. Supporting tool 15 fixed to bottom (lower side) 7BB of inclined part 7B is supported. Further, a slide body 16 having a good sliding property such as Teflon material or nylon material is interposed between the support base 12 and the support tool 14 and between the support base 13 and the support tool 15, respectively. While bearing the load on the side,
Movement of the main body frame 7 (displacement in the longitudinal direction with respect to the pit 11 shown by symbol P in FIG. 3) caused by an earthquake motion or the like can be freely followed, and the upper side and the lower side of the building structure 8 or the civil engineering structure 10 can be followed. Even if a large interlayer displacement angle is generated on the side, a large compressive force or a tensile force does not act in the longitudinal direction of the main body frame, and the main body frame 7 is not compressed and deformed or tensilely broken.
Improves overall earthquake resistance.
【0018】図4は、図3の要部を拡大した断面図であ
る。第1実施形態の乗客コンベア装置1は、下部乗降口
2の終端部2Aと下階床F1の土木構造体10との間の
衝突力を緩衝する緩衝部17を設けている。この緩衝部
17は、下部乗降口(一方の側の乗降口)2を、この下
部乗降口2に接近する土木構造体10上面まで延設して
なる。また、大地震動により発生する層間変位角を考慮
して設定された本体枠7の下部側の縁部7cと下階床の
構造物周囲壁11Bとの間に間隔(すきま)M1を設
け、かつ、終端部2Aより反本体枠7側に固定され延設
される下部乗降口2の一部をなす板厚tの乗降床18、
これの補強材となる受材19、20を追加して形成され
る。ここで、間隔M1は、本体枠7が矢印Qのようにこ
の間隔M1が減じる長手方向に移動したとき、周囲壁1
1Bに衝突してこれを破壊したり、この衝突により本体
枠7自身の圧縮変形(矢印Qと反対向きの反力を受けた
場合発生)を防止するために想定層間変位角に応じた許
容移動値として設定されるものである。FIG. 4 is an enlarged sectional view of the main part of FIG. The passenger conveyor device 1 of the first embodiment is provided with a buffer portion 17 that buffers a collision force between the terminal end portion 2A of the lower entrance / exit 2 and the civil engineering structure 10 of the lower floor F 1 . The buffer portion 17 is configured by extending a lower entrance / exit (an entrance / exit on one side) 2 to an upper surface of the civil engineering structure 10 approaching the lower entrance / exit 2. Further, a space (clearance) M 1 is provided between the lower edge 7c of the main body frame 7 and the peripheral wall 11B of the structure on the lower floor, which is set in consideration of the interlayer displacement angle generated by the large earthquake motion. In addition, the boarding / alighting floor 18 having a plate thickness t and forming a part of the lower boarding / alighting entrance 2 that is fixed and extended on the side opposite to the main body frame 7 side from the terminal end 2A
It is formed by adding receiving members 19 and 20 which serve as a reinforcing member for this. Here, the space M 1 is defined by the surrounding wall 1 when the body frame 7 moves in the longitudinal direction in which the space M 1 is reduced as indicated by the arrow Q.
Allowable movement according to the assumed inter-layer displacement angle in order to prevent the body frame 7 itself from compressing and deforming (occurs when receiving a reaction force in the direction opposite to arrow Q) due to this collision. It is set as a value.
【0019】そして、受材19、20と土木構造体10
との間には間隔M2(M1≒M2の関係)とその分の空間
Mが形成され、さらに、乗降床18と土木構造体10と
は重なり代M3(M1<M3の関係)を有して、本体枠7
が矢印Qと反対側に許容移動値M1相当分移動した場合
でも重なり代M3によって空間Mが露出し、ここに通行
客が落下することのないように設定される。The receiving members 19 and 20 and the civil structure 10
A space M 2 (relationship of M 1 ≈M 2 ) and a space M corresponding to the space M 2 are formed between and, and the boarding / alighting floor 18 and the civil structure 10 have an overlap margin M 3 (M 1 <M 3 Relationship) with the body frame 7
Is moved to the side opposite to the arrow Q by an amount corresponding to the allowable movement value M 1 , the space M is exposed by the overlap margin M 3 , and the passerby is set not to drop there.
【0020】ここで、先の従来例の後者の設置形態にお
いては、その長手方向の両終端部を建築あるいは土木構
造体で支持し、さらに傾斜部の長さの中央当りの底部も
構築体で支持する(図1の想像線Yに、それに近い形を
示す)3箇所分散支持方式としていたが、上記第1実施
形態においては、本体枠7の全長LがL2だけ減じら
れ、支持点間隔L3が大幅に減少して上部側と下部側の
大略2箇所集中支持方式となるため、設置工事費は従来
より割安となる一方、上記Y部分を省略することによる
スペース活用効果(Y部分を物置、売店、通行路として
活用できる)を発揮することができる。また、乗降床1
8の追加、空間Mの形成、重なり代M3の設定からなる
緩衝部17を設けることにより、地震動などによる周囲
壁11Bの破壊、本体枠7の圧縮変形、空間Mへの通行
客の落下やつまずきを防止できる。Here, in the latter installation form of the above-mentioned conventional example, both end portions in the longitudinal direction thereof are supported by the building or civil engineering structure, and the bottom part around the center of the length of the inclined portion is also the building structure. Although the three-point distributed support method is used to support (a shape similar to that is shown in the imaginary line Y in FIG. 1), in the first embodiment, the total length L of the main body frame 7 is reduced by L 2 , and the support point spacing is reduced. Since L 3 is greatly reduced and the upper side and the lower side are roughly supported in two places, the installation work cost will be lower than before, but the space utilization effect by omitting the above Y part (Y part It can be used as a storeroom, a shop, or a passageway. In addition, getting on and off 1
8 is added, the space M is formed, and the buffer portion 17 configured to set the overlap margin M 3 is provided, so that the peripheral wall 11B is destroyed by the earthquake motion, the main body frame 7 is compressed and deformed, and the passengers fall into the space M. You can prevent tripping.
【0021】次に、上記緩衝部17は、この第1実施形
態のものに限定されるものではなく、下記に説明する図
5や図6に示すような構造でも適用可能である。Next, the buffer portion 17 is not limited to that of the first embodiment, and the structure shown in FIGS. 5 and 6 described below can also be applied.
【0022】図5は、第2実施形態を示し、図4相当の
要部断面図である。第2実施形態の緩衝部21は、下部
乗降口2を、この下部乗降口2に接近する土木構造体1
0を延長して設けられ、容易に破壊可能な材料で形成さ
れる構造体延長部としての脆弱部22上面まで延設して
なる。緩衝部21として、間隔M1、乗降床18、受材
19、20を設ける一方、図4空間M相当部に荒目アス
ファルトなどでなる脆弱部22、それに乗降床18とは
間隔M5(M1>M5の関係)をおいて点字ブロック23
を追加する。これは、間隔M1が減じる移動が生じる場
合には脆弱部22を破壊する考えで設定するもので、こ
の移動が本体枠7を強く圧縮しないようにするものであ
る。この脆弱部22は、土木工事で図4の空間Mのよう
な角状の正確な仕上げを不要とし、比較的仕上げ寸法の
荒い(ラフな)作業で乗降床18の重なり代M4の確
保、受材24の支持、通行客の落下防止などができる。FIG. 5 shows the second embodiment, and is a cross-sectional view of the main parts corresponding to FIG. The buffer unit 21 of the second embodiment is configured so that the lower entrance 2 is located near the lower entrance 2 of the civil engineering structure 1.
0 is extended and is extended to the upper surface of the fragile portion 22 as a structure extending portion formed of a material which can be easily broken. As the buffer portion 21, a space M 1 , a boarding / alighting floor 18, and receiving members 19 and 20 are provided, while a fragile portion 22 made of rough asphalt or the like in the space M in FIG. 4 and a space M 5 (M Braille block 23 with 1 > M 5 )
To add. This is set in consideration of destroying the fragile portion 22 when the movement in which the interval M 1 is reduced occurs, and this movement prevents the main body frame 7 from being strongly compressed. This fragile portion 22 does not require a precise angular finish like the space M in FIG. 4 in civil engineering work, and secures an overlap margin M 4 of the boarding / alighting floor 18 by relatively rough finishing work, It is possible to support the receiving material 24 and prevent the passing passengers from falling.
【0023】また、乗降床18に近接して点字ブロック
23を配置することは、視覚障害者へのサービス(注意
喚起)と乗降床18(板厚t)の段差緩衝が目的であ
り、間隔M1とM5はM1>M5の関係であるから、間隔M
1分移動した場合は張り替えが容易な点字ブロック23
が破壊してもよいという考えである。The arrangement of the Braille block 23 in the vicinity of the boarding / alighting floor 18 is for the purpose of servicing the visually impaired person (calling attention) and buffering the step between the boarding / alighting floor 18 (plate thickness t). Since 1 and M 5 have a relation of M 1 > M 5 , the interval M
Braille block 23 that can be easily refilled if moved for 1 minute
The idea is that they may be destroyed.
【0024】なお、第2実施形態において、その他の構
造と作用は第1実施形態の場合と同じであるので、その
説明を省略する。Since the other structures and operations of the second embodiment are the same as those of the first embodiment, the description thereof will be omitted.
【0025】[0025]
【0026】[0026]
【0027】以上説明した第1〜2実施形態の緩衝部1
7、21は、いずれも本体枠7がその下側で摺動する際
に、構造および安全上致命的となる周囲壁11Bの破
壊、本体枠7の圧縮変形、通行客の落下やつまずきを防
止するためのものであり、これら第1〜2実施形態以外
にも種々の代案が考えられる。また、第1〜2実施形態
においては、エスカレーターに適用する場合について説
明したが、本発明の乗客コンベア装置は、これに限ら
ず、動く歩道など他の乗客コンベア装置にも適用できる
ことはもちろんである。The buffer portion 1 of the 1-2 embodiment described above
Nos. 7 and 21 prevent the destruction of the peripheral wall 11B, the compression deformation of the main body frame 7 and the fall and tripping of passers-by, which are fatal to the structure and safety when the main body frame 7 slides on the lower side. is intended to, various alternatives are conceivable in addition to those first 1-2 embodiment. Further, in the first 1-2 embodiment has described the case of applying the escalator, the passenger conveyor of the present invention is not limited thereto, of course it can also be applied to other passenger conveyer apparatus such as a travelator .
【0028】[0028]
【発明の効果】本発明の乗客コンベア装置によれば、構
造体と乗客コンベア装置相互間の耐震性の向上を図ると
ともに、設置工事費の低減を図ることができる。According to the passenger conveyor device of the present invention, it is possible to improve the earthquake resistance between the structure and the passenger conveyor device and to reduce the installation cost.
【図1】本発明に係る乗客コンベア装置の第1実施形態
を示す全体斜視図である。FIG. 1 is an overall perspective view showing a first embodiment of a passenger conveyor device according to the present invention.
【図2】図1の I−I 線断面図である。FIG. 2 is a sectional view taken along line I-I of FIG.
【図3】図1の II−II 線断面図である。FIG. 3 is a sectional view taken along line II-II of FIG.
【図4】図3の要部を拡大した断面図である。FIG. 4 is an enlarged sectional view of a main part of FIG.
【図5】第2実施形態を示し、図4相当の要部断面図で
ある。5 is a cross-sectional view of a main part corresponding to FIG. 4, showing the second embodiment.
1 乗客コンベア装置 1a 一方の側 1b 他方の側 2 下部乗降口(一方の側の乗降口) 3 上部乗降口(他方の側の乗降口) 4 踏段(踏み手段) 5 ハンドレール(手支え手段) 6 欄干(移動案内手段) 7 本体枠 7c 縁部(一方の側の端部) 8 建築構造体 10 土木構造体17、21 緩衝部 (緩衝手段) 22 脆弱部(構造体延長部) M1 すきま1 Passenger Conveyor Device 1a One Side 1b The Other Side 2 Lower Entrance (Entrance on One Side) 3 Upper Entrance (Entrance on the Other Side) 4 Steps (Stepping Means) 5 Hand Rail (Hand Supporting Means) 6 Parapet (moving guide means) 7 Main body frame 7c Edge portion (end portion on one side) 8 Building structure 10 Civil engineering structure 17, 21 Buffer section (buffer means) 22 Weak section (structure extension section) M1 clearance
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平6−81318(JP,A) 実開 昭54−42296(JP,U) 実開 昭58−102569(JP,U) 実開 昭55−129280(JP,U) 実開 昭51−116591(JP,U) (58)調査した分野(Int.Cl.7,DB名) B66B 29/00 B66B 23/00 ─────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-6-81318 (JP, A) Actual opening Sho 54-42296 (JP, U) Actual opening Sho 58-102569 (JP, U) Actual opening Sho 55- 129280 (JP, U) Actual development Sho 51-116591 (JP, U) (58) Fields investigated (Int.Cl. 7 , DB name) B66B 29/00 B66B 23/00
Claims (3)
の間で継ぎ目なし状に連結され乗客を乗せて移動する複
数の踏み手段と、該踏み手段とともに移動して乗客の手
を支える手支え手段と、該手支え手段の移動を案内する
移動案内手段と、前記踏み手段、手支え手段および移動
案内手段を支持する本体枠とを備え、建築、土木などの
構造体に設置される乗客コンベア装置において、前記本
体枠の他方の側を前記構造体に固着し、前記本体枠の下
側で該本体枠を前記構造体に対して摺動可能に支えると
ともに、前記本体枠の一方の側の端部と前記構造体との
間に地震動などによる層間変位角に応じた許容移動値の
すきまを設け、かつ、一方の側の乗降口の乗降床を、前
記すきまの上側から前記構造体上面まで延設させ、前記
乗降床と前記構造体上面との重なり代を前記許容移動値
より大きく設定し、前記本体枠の下部水平部及び傾斜部
の底部を、摺動体を介してピットの土木床で支持してな
る乗客コンベア装置。1. A plurality of stepping means which are connected seamlessly between an entrance / exit on one side and an entrance / exit on the other side to move a passenger, and a hand of the passenger which moves together with the stepping means. Installed on a structure such as architecture, civil engineering, and the like, which comprises a hand supporting means for supporting the hand supporting means, a movement guiding means for guiding the movement of the hand supporting means, and a main body frame for supporting the stepping means, the hand supporting means and the movement guiding means. In the passenger conveyor apparatus, the other side of the body frame is fixed to the structure, and the body frame is slidably supported with respect to the structure on the lower side of the body frame, and A clearance having an allowable movement value according to the interlayer displacement angle due to earthquake motion or the like is provided between the end portion on one side and the structure, and the entrance / exit floor of the entrance / exit of one side is provided from above the clearance. Extending to the upper surface of the structure, and getting on and off the floor and the structure The overlap margin with the upper surface is set larger than the allowable movement value, and the lower horizontal portion and the inclined portion of the main body frame are set.
Passenger conveyor device in which the bottom of the vehicle is supported by the civil floor of the pit through a sliding body .
の間で継ぎ目なし状に連結され乗客を乗せて移動する複
数の踏み手段と、該踏み手段とともに移動して乗客の手
を支える手支え手段と、該手支え手段の移動を案内する
移動案内手段と、前記踏み手段、手支え手段および移動
案内手段を支持する本体枠とを備え、建築、土木などの
構造体に設置される乗客コンベア装置において、前記本
体枠の他方の側を前記構造体に固着し、前記本体枠の下
側で該本体枠を前記構造体に対して摺動可能に支えると
ともに、前記本体枠の一方の側の端部と前記構造体との
間に地震動などによる層間変位角に応じた許容移動値の
すきまを設け、かつ、一方の側の乗降口の乗降床を、前
記すきまの上側から前記構造体の脆弱部の上面まで延設
させ、前記乗降床と前記構造体の脆弱部の上面との重な
り代を前記許容移動値より大きく設定してなる乗客コン
ベア装置。2. A plurality of stepping means connected seamlessly between the entrance and exit on one side and the entrance and exit on the other side for moving a passenger, and a hand of the passenger moving together with the stepping means. Installed on a structure such as architecture, civil engineering, and the like, which comprises a hand supporting means for supporting the hand supporting means, a movement guiding means for guiding the movement of the hand supporting means, and a main body frame for supporting the stepping means, the hand supporting means and the movement guiding means. In the passenger conveyor apparatus, the other side of the body frame is fixed to the structure, and the body frame is slidably supported with respect to the structure on the lower side of the body frame, and A clearance having an allowable movement value according to the interlayer displacement angle due to earthquake motion or the like is provided between the end portion on one side and the structure, and the entrance / exit floor of the entrance / exit of one side is provided from above the clearance. Extend to the upper surface of the fragile part of the structure, and A passenger conveyor device in which an overlap margin with the upper surface of the fragile portion of the structure is set to be larger than the allowable movement value.
いて、前記本体枠の下部水平部及び傾斜部の底部を、摺
動体を介して土木床で支持してなる乗客コンベア装置。3. The passenger conveyor device according to claim 2 , wherein the lower horizontal portion and the bottom portion of the inclined portion of the main body frame are supported by a civil engineering floor through a sliding body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12571898A JP3472954B2 (en) | 1998-05-08 | 1998-05-08 | Passenger conveyor equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12571898A JP3472954B2 (en) | 1998-05-08 | 1998-05-08 | Passenger conveyor equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH11314873A JPH11314873A (en) | 1999-11-16 |
| JP3472954B2 true JP3472954B2 (en) | 2003-12-02 |
Family
ID=14917044
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12571898A Expired - Lifetime JP3472954B2 (en) | 1998-05-08 | 1998-05-08 | Passenger conveyor equipment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3472954B2 (en) |
Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1197760C (en) * | 2001-06-01 | 2005-04-20 | 因温特奥股份公司 | Rolling elevator or moving elevator |
| JP4550409B2 (en) * | 2003-12-24 | 2010-09-22 | 株式会社日立製作所 | Passenger conveyor |
| JP2014094792A (en) * | 2012-11-08 | 2014-05-22 | Taisei Corp | Escalator support structure |
| JP6166166B2 (en) * | 2013-12-06 | 2017-07-19 | 株式会社日立製作所 | Passenger conveyor |
| JP6467283B2 (en) * | 2015-05-13 | 2019-02-13 | 株式会社日立製作所 | Passenger conveyor and its renewal method |
| JP6454257B2 (en) * | 2015-11-20 | 2019-01-16 | 株式会社日立製作所 | Passenger conveyor |
| JP6817904B2 (en) * | 2017-07-11 | 2021-01-20 | 株式会社日立製作所 | How to install passenger conveyor and passenger conveyor |
-
1998
- 1998-05-08 JP JP12571898A patent/JP3472954B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH11314873A (en) | 1999-11-16 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP3472954B2 (en) | Passenger conveyor equipment | |
| JP3640851B2 (en) | Passenger conveyor equipment | |
| CN104692222B (en) | Passenger conveying device | |
| JP5284590B2 (en) | Passenger conveyor equipment for building earthquake resistance | |
| JPH10316346A (en) | Passenger conveyor equipment | |
| JP5099735B2 (en) | Telescopic handrail device | |
| CN113727935B (en) | Truss of passenger conveyor | |
| JPH1129277A (en) | Seismically isolated building elevator | |
| JP3162017B2 (en) | Elevator equipment | |
| JP3757046B2 (en) | Passenger conveyor | |
| JP3903553B2 (en) | Staircase structure on the floor where seismic isolation devices are installed | |
| JP5284589B2 (en) | Passenger conveyor equipment for building earthquake resistance | |
| JP2001199663A (en) | Passenger conveyor | |
| JPH07179284A (en) | Passageway facility | |
| JP3462980B2 (en) | Passenger conveyor | |
| JP2001349089A (en) | Base isolation structure of building | |
| CN207903727U (en) | Passenger conveyors | |
| JPH09202562A (en) | Elevator equipment | |
| JPH06185014A (en) | Driving-in inclined erection structure | |
| JPH07179282A (en) | Aisle equipment | |
| JP3785562B2 (en) | Passenger conveyor equipment | |
| JP2000072351A (en) | Base isolation elevator structure for middle base isolation layer building | |
| JP3884701B2 (en) | Base device for elevator for seismic isolation building | |
| CN106553952B (en) | The remodeling method of passenger conveyor-belt and passenger conveyor-belt | |
| JP2000335861A (en) | How to install a passenger conveyor |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20070919 Year of fee payment: 4 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20080919 Year of fee payment: 5 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20080919 Year of fee payment: 5 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090919 Year of fee payment: 6 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090919 Year of fee payment: 6 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100919 Year of fee payment: 7 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100919 Year of fee payment: 7 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110919 Year of fee payment: 8 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120919 Year of fee payment: 9 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120919 Year of fee payment: 9 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130919 Year of fee payment: 10 |
|
| EXPY | Cancellation because of completion of term |