JP2016166061A - Extension member and passenger conveyor using the same - Google Patents

Extension member and passenger conveyor using the same Download PDF

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Publication number
JP2016166061A
JP2016166061A JP2015045848A JP2015045848A JP2016166061A JP 2016166061 A JP2016166061 A JP 2016166061A JP 2015045848 A JP2015045848 A JP 2015045848A JP 2015045848 A JP2015045848 A JP 2015045848A JP 2016166061 A JP2016166061 A JP 2016166061A
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support angle
extending member
passenger conveyor
fixed
upper plate
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JP5985685B1 (en
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聡太郎 斉藤
Sotaro Saito
聡太郎 斉藤
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Toshiba Elevator and Building Systems Corp
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Toshiba Elevator Co Ltd
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Priority to CN201510922618.8A priority patent/CN105947858A/en
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66BELEVATORS; ESCALATORS OR MOVING WALKWAYS
    • B66B23/00Component parts of escalators or moving walkways

Abstract

PROBLEM TO BE SOLVED: To provide an extension member capable of increasing bearing width of a support angle of a passenger conveyor that has already been installed in a building.SOLUTION: An extension member 68, which is horizontally fixed to a short side surface of a truss 12 of an escalator 10 and which extends bearing width for being fixed to a support angle 2 for supporting the truss 12 by being loaded on a retainer beam 4 of a building 1, includes a top plate 70 which is welded in the state of being superposed on a top surface of the support angle 2, and an under plate 72 which is fixed to an undersurface of the top plate 70 protruding from an end of the support angle 2 in the state of making the top plate 70 superposed on the support angle 2 and which is loaded on the retainer beam 4.SELECTED DRAWING: Figure 5

Description

本発明の実施形態は、トラスの支持アングルのかかり代の延設部材とそれを用いた乗客コンベアに関するものである。   Embodiments of the present invention relate to an extending member for a support angle of a truss support angle and a passenger conveyor using the same.

エスカレータや動く歩道などの乗客コンベアにおいては、そのトラスの両短辺面に固定されている支持アングルが、建屋の構造体に載置されている。   In passenger conveyors such as escalators and moving walkways, support angles fixed to both short sides of the truss are placed on the building structure.

特開2013−220927号公報JP 2013-220927 A

東日本大震災において、エスカレータが建屋から落下する事故が発生し、これを防止するために耐震性能が強化されて、支持アングルと建屋の構造物とのかかり代を長くするように定められた。新しく設置する乗客コンベアにおいては、予め支持アングルをその新しい耐震基準に合った長さのかかり代に設定できる。   In the Great East Japan Earthquake, there was an accident where the escalator dropped from the building. To prevent this, the seismic performance was strengthened, and it was stipulated to extend the cost of the support angle and the structure of the building. In a newly installed passenger conveyor, the support angle can be set in advance to a length that meets the new seismic standards.

しかし、既に建屋に設置されている乗客コンベアの支持アングルのかかり代を、新しい耐震構造を満たすように長くしなければならないという問題点がある。   However, there is a problem in that the support angle of the passenger conveyor already installed in the building has to be increased to satisfy the new earthquake-resistant structure.

そこで、本発明の実施形態は、上記問題点に鑑み、建屋に既に設置されている乗客コンベアの支持アングルのかかり代を長くできる延設部材とそれを用いた乗客コンベアを提供することを目的とする。   Then, in view of the said problem, embodiment of this invention aims at providing the extension member which can lengthen the starting angle of the support angle of the passenger conveyor already installed in the building, and a passenger conveyor using the same. To do.

本発明の実施形態は、乗客コンベアのトラスの短辺面に水平に固定されると共に、建屋の受梁に載置されて前記トラスを支持する支持アングルに固定するためのかかり代の延設部材であって、前記延設部材は、前記支持アングルの上面に重ねて固定するための上板と、前記支持アングルと重ならないように前記上板の下面に固定され、かつ、前記受梁に載置するための下板と、を有することを特徴とする延設部材である。   An embodiment of the present invention is horizontally fixed to a short side surface of a truss of a passenger conveyor, and is extended to a support margin that is placed on a receiving beam of a building and fixed to a support angle that supports the truss. The extending member is fixed to the lower surface of the upper plate so as not to overlap the upper plate, and is mounted on the receiving beam. And a lower plate for placing the extension member.

本発明の一実施形態を示すエスカレータの側面図。The side view of the escalator which shows one Embodiment of this invention. 支持アングルに延設部材を取り付けようとしている斜視図。The perspective view which is going to attach the extending member to a support angle. 支持アングルに延設部材を取り付けようとしている側面図。The side view which is going to attach the extending member to a support angle. 支持アングルに延設部材を取り付けた状態の斜視図。The perspective view of the state which attached the extending member to the support angle. 支持アングルに延設部材を取り付けた状態の側面図。The side view of the state which attached the extending member to the support angle. 支持アングルに延設部材を取り付けた状態の平面図。The top view of the state which attached the extending member to the support angle. 変更例2の支持アングルに延設部材を取り付けた状態の側面図。The side view of the state which attached the extending member to the support angle of the example 2 of a change. 変更例2の支持枠に延設部材を取り付けた状態の平面図。The top view of the state which attached the extending member to the support frame of the example 2 of a change.

以下、本発明の一実施形態のエスカレータ10を図1〜図6に基づいて説明する。   Hereinafter, the escalator 10 of one Embodiment of this invention is demonstrated based on FIGS.

(1)エスカレータ10
エスカレータ10の構造について、図1に基づいて説明する。図1はエスカレータ10を側面から見た説明図である。
(1) Escalator 10
The structure of the escalator 10 will be described with reference to FIG. FIG. 1 is an explanatory view of the escalator 10 as seen from the side.

エスカレータ10の枠組みであるトラス12が、建屋1の上階の受梁4と下階の受梁4に跨がって支持アングル2,3を用いて支持されている。この支持アングル2,3については、後から詳しく説明する。   A truss 12 which is a framework of the escalator 10 is supported by using support angles 2 and 3 across the receiving beam 4 on the upper floor of the building 1 and the receiving beam 4 on the lower floor. The support angles 2 and 3 will be described in detail later.

トラス12の上端部にある上階側の機械室14内部には、踏段30を走行させる駆動装置18が設けられている。この駆動装置18は、誘導電動機(インダクションモータ)よりなるモータ20と、減速機と、この減速機の出力軸に取り付けられた出力スプロケットと、この出力スプロケットにより駆動する駆動チェーン22と、モータ20の回転を停止させ、かつ、停止状態を保持するディスクブレーキ64とを有している。この駆動チェーン22により駆動スプロケット24が回転する。また、上階側の機械室14内部には、モータ20をインバータ装置64を介して制御する制御部50が設けられている。   Inside the upper floor side machine room 14 at the upper end of the truss 12, a drive unit 18 for running the steps 30 is provided. The drive device 18 includes a motor 20 including an induction motor (induction motor), a reduction gear, an output sprocket attached to the output shaft of the reduction gear, a drive chain 22 driven by the output sprocket, And a disc brake 64 that stops the rotation and maintains the stopped state. The drive sprocket 24 is rotated by the drive chain 22. In addition, a control unit 50 that controls the motor 20 via the inverter device 64 is provided in the machine room 14 on the upper floor side.

トラス12の下端部にある下階側の機械室16内部には、従動スプロケット26が設けられている。上階側の駆動スプロケット24と下階側の従動スプロケット26との間には、左右一対の無端の踏段チェーン28,28が掛け渡されている。左右一対の踏段チェーン28,28には、複数の踏段30が等間隔で取り付けられている。踏段30の車輪301はトラス12に固定された不図示の案内レールを走行し、車輪302はトラス12に固定された案内レール25を走行する。   A driven sprocket 26 is provided inside the lower floor machine room 16 at the lower end of the truss 12. Between the driving sprocket 24 on the upper floor side and the driven sprocket 26 on the lower floor side, a pair of left and right endless step chains 28 and 28 are suspended. A plurality of steps 30 are attached to the pair of left and right step chains 28, 28 at equal intervals. The wheel 301 of the step 30 travels on a guide rail (not shown) fixed to the truss 12, and the wheel 302 travels on the guide rail 25 fixed to the truss 12.

トラス12の左右両側には、左右一対のガラス板よりなる欄干36,36が立設されている。この欄干36の上部に手摺りデッキ361が設けられ、手摺りデッキ361の上端部に手摺りレール362が設けられ、この手摺りレール362に沿って手摺りベルト38が踏段30と同期して走行する。この手摺りデッキ361については、後から詳しく説明する。   On the left and right sides of the truss 12 are balustrades 36 and 36 made up of a pair of left and right glass plates. A handrail deck 361 is provided at the top of the balustrade 36, and a handrail rail 362 is provided at the upper end of the handrail deck 361, and the handrail belt 38 travels along the handrail rail 362 in synchronization with the step 30. To do. The handrail deck 361 will be described in detail later.

欄干36の上階側の正面下部には上階側の正面スカートガード40が設けられ、下階側の正面下部には下階側の正面スカートガード42が設けられ、正面スカートガード40,42から手摺りベルト38の出入口であるインレット部46,48がそれぞれ突出している。欄干36の側面下部には、スカートガード44が設けられ、左右一対のスカートガード44,44の間を踏段30が走行する。上下階のスカートガード44の内側面には、操作盤52,56、スピーカ54,58がそれぞれ設けられている。   A front skirt guard 40 on the upper floor side is provided in the lower front part on the upper floor side of the balustrade 36, and a front skirt guard 42 on the lower floor side is provided in the lower front part on the lower floor side. Inlet portions 46 and 48, which are entrances and exits of the handrail belt 38, protrude from each other. A skirt guard 44 is provided at the lower side of the balustrade 36, and the step 30 travels between the pair of left and right skirt guards 44, 44. Operation panels 52 and 56 and speakers 54 and 58 are provided on the inner side surfaces of the upper and lower skirt guards 44, respectively.

上階側の左右一対のスカートガード44,44の間にある乗降口であって、機械室14の天井面には、上階側の乗降板32が水平に設けられている。下階側の左右一対のスカートガード44,44の間にある乗降口であって、機械室16の天井面には、下階側の乗降板34が水平に設けられている。上階側の乗降板32の先端には櫛歯状のコム60が設けられ、下階側の乗降板34の先端にも櫛歯状のコム62が設けられている。   An entrance / exit between a pair of left and right skirt guards 44, 44 on the upper floor side, and the upper floor side board 32 is horizontally provided on the ceiling surface of the machine room 14. It is a boarding / exit gate between a pair of left and right skirt guards 44 on the lower floor side, and a lower floor boarding board 34 is horizontally provided on the ceiling surface of the machine room 16. A comb-like comb 60 is provided at the tip of the upper floor board 32, and a comb-like comb 62 is also provided at the lower board 34.

(2)支持アングル2,3の構造
次に、支持アングル2,3について図2〜図6に基づいて説明する。
(2) Structure of Support Angles 2 and 3 Next, the support angles 2 and 3 will be described with reference to FIGS.

支持アングル2は、トラス12の上階側の短辺面の上部に固定されたものである。この支持アングル2は、長方形状の金属製の板をくの字状に屈曲し、水平板64と垂直板66とより構成されている。垂直板66が、トラス12の短辺面の上部の枠材に溶接されて固定され、水平板64がトラス12の長手方向に突出している。この水平板64を、建屋1の受梁4の上面に載置することにより、エスカレータ10が、建屋1に設置できる。   The support angle 2 is fixed to the upper part of the short side surface on the upper floor side of the truss 12. The support angle 2 is formed of a horizontal plate 64 and a vertical plate 66 by bending a rectangular metal plate into a U shape. The vertical plate 66 is welded and fixed to the frame material on the upper side of the short side surface of the truss 12, and the horizontal plate 64 protrudes in the longitudinal direction of the truss 12. The escalator 10 can be installed in the building 1 by placing the horizontal plate 64 on the upper surface of the receiving beam 4 of the building 1.

トラス12の下階側の支持アングル3も同様の構成を有し、建屋1の受梁4に載置される。   The support angle 3 on the lower floor side of the truss 12 has the same configuration and is placed on the receiving beam 4 of the building 1.

ところで、この水平板64が、受梁4に載置される重複部分を「かかり代」と呼び、地震などによって建屋が横方向にずれても、このかかり代でエスカレータ10の建屋からの落下を防止している。しかし、耐震構造の強化により、このかかり代の長さを延長させる必要があるため、本実施形態ではこの支持アングル2,3のかかり代を延設するために延設部材68を取り付ける。   By the way, the overlapping portion of the horizontal plate 64 that is placed on the receiving beam 4 is referred to as “barge allowance”. It is preventing. However, since it is necessary to extend the length of the allowance due to the strengthening of the seismic structure, in this embodiment, the extending member 68 is attached to extend the allowance for the support angles 2 and 3.

延設部材68は、金属製の上板70と下板72を積層して固定したものであり、上板70と下板72の幅方向の寸法は、支持アングル2の幅方向の寸法と同じ長さであり、支持アングル2の厚みと下板72との厚みが同じである。また、上板70の長手方向の長さは、延設されるかかり代の長さによって決まり、図3に示すようにかかり代をLlだけ延設したい場合には、このL1と、上板70と水平板64とが重なるL2の長さを合計したL3の長さを有している。   The extending member 68 is formed by laminating and fixing a metal upper plate 70 and a lower plate 72, and the dimensions in the width direction of the upper plate 70 and the lower plate 72 are the same as the dimensions in the width direction of the support angle 2. This is the length, and the thickness of the support angle 2 and the thickness of the lower plate 72 are the same. Further, the length of the upper plate 70 in the longitudinal direction is determined by the length of the extending margin, and when it is desired to extend the margin by L1, as shown in FIG. And the horizontal plate 64 have a length L3 that is the sum of the lengths of L2.

下板72は、上板70の下面に溶接して固定されるものであり、図3において上板70における水平板64と重複しない部分に固定されている。したがって、この下板72の長手方向の長さはL1となる。   The lower plate 72 is fixed by welding to the lower surface of the upper plate 70, and is fixed to a portion of the upper plate 70 that does not overlap with the horizontal plate 64 in FIG. Therefore, the length of the lower plate 72 in the longitudinal direction is L1.

上板70における水平板64と重なる部分の端部76は、図2に示すように矩形の切欠き部74が形成され、凹凸状に形成されている。   As shown in FIG. 2, the end portion 76 of the upper plate 70 that overlaps the horizontal plate 64 is formed with a rectangular cutout portion 74 and is formed in an uneven shape.

延設部材68を支持アングル2に固定する場合には、図2に示すように作業者が受梁4に載置されている支持アングル2の上方から上板70を水平板64に重ねて、下板72が受梁4に載置する。そして、作業者は、水平板64と上板70を、凹凸状の端部76に沿って溶接を行う。これにより、支持アングル2のかかり代が、延設部材68によってL1だけ長くなる。   When fixing the extending member 68 to the support angle 2, as shown in FIG. 2, the operator puts the upper plate 70 on the horizontal plate 64 from above the support angle 2 placed on the receiving beam 4, The lower plate 72 is placed on the receiving beam 4. Then, the operator welds the horizontal plate 64 and the upper plate 70 along the uneven end portion 76. As a result, the allowance for the support angle 2 is increased by L <b> 1 by the extending member 68.

下階側の支持アングル3についても延設部材68を同様に取り付ける。   The extension member 68 is similarly attached to the support angle 3 on the lower floor side.

(3)効果
本実施形態によれば、既に建屋1の受梁4に載置されている支持アングル2に延設部材68を固定するだけで、かかり代を延設させることができ、耐震構造を強化できる。
(3) Effect According to the present embodiment, it is possible to extend the cost by simply fixing the extending member 68 to the support angle 2 that is already placed on the receiving beam 4 of the building 1, and the earthquake resistant structure Can be strengthened.

支持アングル2の上板70に延設部材68を取り付ける場合には、水平板64に上板70を上方から溶接するだけでよく、その作業が容易に行うことができ、人的、金銭的にコストを抑えることができる。   When the extending member 68 is attached to the upper plate 70 of the support angle 2, it is only necessary to weld the upper plate 70 to the horizontal plate 64 from above, and the operation can be easily performed. Cost can be reduced.

また、延設部材68の上板70の端部76は凹凸状に形成されているため、溶接箇所が長くなりより強固に固定できる。   Moreover, since the edge part 76 of the upper board 70 of the extending member 68 is formed in uneven | corrugated shape, a welding location becomes long and can be fixed more firmly.

(4)変更例1
変更例1について説明する。上記実施形態では、延設部材68の上板70の端部76を凹凸状に形成したが、これに限らず直線状に形成し、その直線状に沿って溶接を行ってもよい。
(4) Modification 1
Modification 1 will be described. In the above-described embodiment, the end portion 76 of the upper plate 70 of the extending member 68 is formed in a concavo-convex shape. However, the present invention is not limited thereto, and the end portion 76 may be formed in a linear shape and welding may be performed along the linear shape.

(5)変更例2
変更例2について図7と図8に基づいて説明する。変更例2と上記実施形態の異なる点は、支持アングル2の上板70の端部76が直線状であり、上板70と水平板64とを溶接ではなく複数本のボルト78によって固定している点にある。
(5) Modification 2
Modification 2 will be described with reference to FIGS. The difference between the modified example 2 and the above embodiment is that the end portion 76 of the upper plate 70 of the support angle 2 is linear, and the upper plate 70 and the horizontal plate 64 are fixed by a plurality of bolts 78 instead of welding. There is in point.

このように延設部材68を支持アングル2に複数本のボルト78で固定しても、簡単に支持アングルのかかり代の長さを延長できる。   Thus, even if the extending member 68 is fixed to the support angle 2 with a plurality of bolts 78, the length of the support angle can be easily extended.

また、延設部材68の固定方法も複数本のボルト78によって締結するだけであるため、その作業が容易である。   In addition, since the extending member 68 is also fastened only by a plurality of bolts 78, the operation is easy.

(6)その他
また、上記実施形態では、エスカレータ10の踏段30に適応して説明したが、これに代えて動く歩道のステップ(踏段)に適応してもよい。
(6) Others In the above-described embodiment, the description has been made by adapting to the step 30 of the escalator 10, but it may be adapted to a step (step) of a moving sidewalk instead.

上記では本発明の一実施形態を説明したが、この実施形態は、例として提示したものであり、発明の範囲を限定することは意図していない。これら新規な実施形態は、その他の様々な形態で実施されることが可能であり、発明の主旨を逸脱しない範囲で、種々の省略、置き換え、変更を行うことができる。これら実施形態やその変形は、発明の範囲や要旨に含まれると共に、特許請求の範囲に記載された発明とその均等の範囲に含まれる。   Although one embodiment of the present invention has been described above, this embodiment is presented as an example and is not intended to limit the scope of the invention. These novel embodiments can be implemented in various other forms, and various omissions, replacements, and changes can be made without departing from the spirit of the invention. These embodiments and modifications thereof are included in the scope and gist of the invention, and are included in the invention described in the claims and the equivalents thereof.

1・・・建屋、2・・・支持アングル、3・・・支持アングル、4・・・受梁、10・・・エスカレータ、12・・・トラス、64・・・水平板、66・・・垂直板、68・・・延設部材、70・・・上板、72・・・下板、76・・・端部、78・・・ボルト DESCRIPTION OF SYMBOLS 1 ... Building, 2 ... Support angle, 3 ... Support angle, 4 ... Receiving beam, 10 ... Escalator, 12 ... Truss, 64 ... Horizontal board, 66 ... Vertical plate, 68 ... Extension member, 70 ... Upper plate, 72 ... Lower plate, 76 ... End, 78 ... Bolt

本発明の実施形態は、乗客コンベアのトラスの短辺面に水平に固定されると共に、建屋の受梁に載置されて前記トラスを支持する支持アングルに固定するためのかかり代の延設部材であって、前記延設部材は、前記支持アングルの上面に重ねて固定するための上板と、前記支持アングルと重ならないように前記上板の下面に固定され、かつ、前記受梁に載置するための下板と、を有し、前記支持アングルと重なる前記上板の端部に切欠き部が形成され、前記端部の平面形状が凹凸状に形成され、前記上板は前記凹凸状の端部に沿って、前記支持アングルの上面に溶接可能である、することを特徴とする延設部材である。
An embodiment of the present invention is horizontally fixed to a short side surface of a truss of a passenger conveyor, and is extended to a support margin that is placed on a receiving beam of a building and fixed to a support angle that supports the truss. The extending member is fixed to the lower surface of the upper plate so as not to overlap the upper plate, and is mounted on the receiving beam. have a, a lower plate for location, the notch on the end of the upper plate overlapping the support angle is formed, the planar shape of the end portion is formed in an uneven shape, the upper plate is the uneven The extending member is capable of being welded to the upper surface of the support angle along the end of the shape .

Claims (10)

乗客コンベアのトラスの短辺面に水平に固定されると共に、建屋の受梁に載置されて前記トラスを支持する支持アングルに固定するためのかかり代の延設部材であって、
前記延設部材は、
前記支持アングルの上面に重ねて固定するための上板と、
前記支持アングルと重ならないように前記上板の下面に固定され、かつ、前記受梁に載置するための下板と、
を有することを特徴とする延設部材。
It is fixed horizontally to the short side surface of the truss of the passenger conveyor, and is an extension member of a margin for fixing to the support angle that is placed on the receiving beam of the building and supports the truss,
The extending member is
An upper plate for overlapping and fixing on the upper surface of the support angle;
A lower plate fixed to the lower surface of the upper plate so as not to overlap the support angle, and to be placed on the receiving beam;
The extending member characterized by having.
前記上板は、前記支持アングルの上面に溶接可能である、
請求項1に記載の延設部材。
The upper plate is weldable to the upper surface of the support angle.
The extending member according to claim 1.
前記支持アングルと重なる前記上板の端部に切欠き部が形成され、前記端部の平面形状が凹凸状に形成されている、
請求項2に記載の延設部材。
A notch is formed at the end of the upper plate that overlaps the support angle, and the planar shape of the end is formed in an uneven shape,
The extending member according to claim 2.
前記上板は前記凹凸状の端部に沿って、前記支持アングルの上面に溶接可能である、
請求項3に記載の延設部材。
The upper plate can be welded to the upper surface of the support angle along the uneven end.
The extending member according to claim 3.
前記上板は、前記支持アングルの上面にボルトで固定可能である、
請求項1に記載の延設部材。
The upper plate can be fixed to the upper surface of the support angle with a bolt.
The extending member according to claim 1.
前記上板と前記下板とは、溶接により固定されている、
請求項1に記載の乗客コンベア。
The upper plate and the lower plate are fixed by welding,
The passenger conveyor according to claim 1.
トラスの支持アングルに請求項1記載の前記延設部材が固定された、
ことを特徴とする乗客コンベア。
The extending member according to claim 1 is fixed to a support angle of the truss.
A passenger conveyor characterized by that.
前記支持アングルの幅方向の寸法と前記延設部材の幅方向の寸法が同じである、
請求項7に記載の乗客コンベア。
The width direction dimension of the support angle is the same as the width direction dimension of the extending member.
The passenger conveyor according to claim 7.
前記支持アングルの厚みと前記延設部材の下板との厚みが同じである、
請求項7に記載の乗客コンベア。
The thickness of the support angle and the thickness of the lower plate of the extending member are the same.
The passenger conveyor according to claim 7.
前記乗客コンベアが、エスカレータ、又は、動く歩道である、
請求項7に記載の乗客コンベア。
The passenger conveyor is an escalator or a moving sidewalk.
The passenger conveyor according to claim 7.
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JP6457048B1 (en) * 2017-11-01 2019-01-23 東芝エレベータ株式会社 Passenger conveyor and its mounting method

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JP2018048005A (en) * 2016-09-23 2018-03-29 株式会社日立製作所 Passenger conveyor
JP6457048B1 (en) * 2017-11-01 2019-01-23 東芝エレベータ株式会社 Passenger conveyor and its mounting method
JP2019085183A (en) * 2017-11-01 2019-06-06 東芝エレベータ株式会社 Passenger conveyor and its mounting method

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