[go: up one dir, main page]

JP5231944B2 - Passenger conveyor - Google Patents

Passenger conveyor Download PDF

Info

Publication number
JP5231944B2
JP5231944B2 JP2008279701A JP2008279701A JP5231944B2 JP 5231944 B2 JP5231944 B2 JP 5231944B2 JP 2008279701 A JP2008279701 A JP 2008279701A JP 2008279701 A JP2008279701 A JP 2008279701A JP 5231944 B2 JP5231944 B2 JP 5231944B2
Authority
JP
Japan
Prior art keywords
frame
plate
passenger conveyor
divided
surface portion
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.)
Active
Application number
JP2008279701A
Other languages
Japanese (ja)
Other versions
JP2010105779A (en
Inventor
美礼 堂薗
博文 宇津宮
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hitachi Ltd
Original Assignee
Hitachi Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hitachi Ltd filed Critical Hitachi Ltd
Priority to JP2008279701A priority Critical patent/JP5231944B2/en
Priority to CN2009101662499A priority patent/CN101723227B/en
Publication of JP2010105779A publication Critical patent/JP2010105779A/en
Priority to HK10110461.7A priority patent/HK1143793A1/en
Application granted granted Critical
Publication of JP5231944B2 publication Critical patent/JP5231944B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Escalators And Moving Walkways (AREA)

Description

本発明は隣接する踏板間に傾斜区間において段差が生じるエスカレーターや隣接踏板間に段差が生じない電動道路等の乗客コンベアに係り、特に、その枠体を工夫した乗客コンベアに関する。   The present invention relates to an escalator in which a step is generated in an inclined section between adjacent treads and a passenger conveyor such as an electric road in which a step is not generated between adjacent treads, and more particularly to a passenger conveyor having a devised frame.

近年、乗客コンベアの枠体は、生産性を向上させるために、トラス構造の枠体の上下弦材間を連結する縦材や斜め材を鋼板で形成した枠体が、例えば特許文献1に記載のように、提案されている。   In recent years, in order to improve productivity, a frame of a passenger conveyor is a frame in which vertical members and diagonal members that connect between upper and lower chord members of a truss structure frame member are formed of steel plates, for example, in Patent Document 1 As proposed.

一方、上下弦材の代わりに、上下に離間した連結棒を用い、トラス構造の枠体の縦材や斜め材の代わりに鋼板を用い、この鋼板の端部に形成した上下方向に亘るフランジを前記上下に離間した連結棒に貫通させて枠体を構成したものが特許文献2によって提案されている。   On the other hand, instead of the upper and lower chords, connecting bars spaced vertically are used, steel plates are used instead of the vertical members and diagonal members of the truss structure frame, and the flanges extending in the vertical direction formed at the ends of the steel plates are used. Patent Document 2 proposes a frame that is formed by penetrating through the connecting bars that are spaced apart in the vertical direction.

特開昭57−137283号公報JP-A-57-137283 特開昭57−137281号公報JP 57-137281 A

上記特許文献1に記載の枠体によれば、鋼板を上弦材および下弦材に溶接によって連結しているので、鋼板に溶接歪による変形が生じ、この鋼板の変形を除去する作業や変形により生じた構成部品の設置位置を調節する作業を必要とする問題が新たに生じていた。   According to the frame described in Patent Document 1, since the steel plate is connected to the upper chord material and the lower chord material by welding, the steel plate is deformed by welding distortion, and is caused by work or deformation for removing the deformation of the steel plate. There has been a new problem that requires the work of adjusting the installation positions of the components.

また、特許文献2によれば、鋼板に連結棒間通用の上下方向に亘ってフランジを設ける必要があるために、このフランジによって枠体内の部品設置空間が減少されてしまい、乗客コンベアの枠体内への構成部品の設置を困難なものにする問題が生じていた。   Further, according to Patent Document 2, since it is necessary to provide a flange on the steel plate in the vertical direction for connecting the connecting rods, this flange reduces the component installation space in the frame, and the frame of the passenger conveyor. There has been a problem that makes it difficult to install the components in the factory.

本発明の目的は、枠体の溶接歪や枠体内の部品設置空間の減少がない生産性のよい乗客コンベアを提供することにある。   An object of the present invention is to provide a passenger conveyor with good productivity that does not have a weld distortion of a frame body and a reduction in parts installation space in the frame body.

本発明は上記目的を達成するために、枠体を、左右に離間して配置した側枠体と、これら左右の側枠体を連結する横桁部材ならびに底面板とで構成し、かつ、側枠体を、鋼板の上下端を折り曲げて形成した天面部及び底面部とを有する断面コ字状部材と、この天面部に沿う補強板とで構成し、また、前記コ字状部材を前記枠体の長手方向に複数に分割し、前記底面板の一部および補強板を前記コ字状部材の分割箇所を跨いで配置し、これらコ字状部材と横桁部材との間と、コ字状部材と底面板との間と、コ字状部材と補強板との間をねじ締結あるいは常温リベット締結で連結したのである。   In order to achieve the above object, the present invention comprises a side frame that is spaced apart from the left and right, a cross beam member that connects the left and right side frames, and a bottom plate, and a side The frame is composed of a U-shaped cross-section member having a top surface portion and a bottom surface portion formed by bending the upper and lower ends of a steel plate, and a reinforcing plate along the top surface portion, and the U-shaped member is the frame. It is divided into a plurality of parts in the longitudinal direction of the body, and a part of the bottom plate and the reinforcing plate are arranged across the division part of the U-shaped member, between the U-shaped member and the cross member, The U-shaped member and the bottom plate and the U-shaped member and the reinforcing plate are connected by screw fastening or room temperature rivet fastening.

上記構成とすることで、溶接作業を省くことができるので、生産性が向上し、また溶接歪の発生がなく、さらに、上下方向に亘るフランジが存在しないので、枠体内の部品設置空間が減少されることはない。   By adopting the above configuration, welding work can be omitted, so that productivity is improved, welding distortion does not occur, and there is no flange in the vertical direction, so the space for installing components in the frame is reduced. It will never be done.

以上説明したように本発明によれば、枠体の溶接歪や枠体内の部品設置空間の減少がない生産性のよい乗客コンベアを得ることができる。   As described above, according to the present invention, it is possible to obtain a passenger conveyor with good productivity without welding distortion of the frame and reduction of the component installation space in the frame.

以下本発明による乗客コンベアの第1の実施の形態を、図1〜図3に示すエスカレーターに基づいて説明する。   Hereinafter, a first embodiment of a passenger conveyor according to the present invention will be described based on an escalator shown in FIGS.

エスカレーター1は、建築構造物の上階床2及び下階床3に跨って設置された枠体4と、この枠体4内に収納支持される図示しない踏段や踏段駆動機構さらには欄干や移動手摺等の構成部材とから構成されている。   The escalator 1 includes a frame 4 installed across the upper floor 2 and the lower floor 3 of the building structure, a step and a step drive mechanism (not shown) that are housed and supported in the frame 4, a balustrade and a movement It is comprised from structural members, such as a handrail.

前記枠体4は、左右に離間して位置する側枠体5A,5Bと、これら側枠体5A,5Bを連結する横桁部材6ならびに底面板7とで構成されている。   The frame body 4 includes side frame bodies 5A and 5B that are spaced apart from each other on the left and right sides, and a cross beam member 6 and a bottom plate 7 that connect the side frame bodies 5A and 5B.

前記側枠体5A,5Bは、夫々鋼板で形成されており、側面板5aの上下端を折り曲げて形成した天面部5b及び底面部5cとを有する断面コ字状部材と、前記天面部5bに沿って当接してねじ締結や常温リベット締結によって連結される補強板8とで構成されている。尚、補強板8は複数に分割されており、分割部が互いに接するように前記天面部5bに連結されている。   The side frames 5A and 5B are each formed of a steel plate, and a U-shaped cross-section member having a top surface portion 5b and a bottom surface portion 5c formed by bending the upper and lower ends of the side plate 5a, and the top surface portion 5b. It is comprised by the reinforcement board 8 contact | abutted along and connected by screw fastening or normal temperature rivet fastening. The reinforcing plate 8 is divided into a plurality of parts, and is connected to the top surface part 5b so that the divided parts are in contact with each other.

前記横桁部材6は、枠体4の長手方向に間隔をおいて複数設けられるもので、左右に延在する横部材6aと、この横部材6aの両端に固定され上下方向に延在する縦部材6b,6cとで構成され、前記縦部材6b,6cは前記コ字状部材の左右の側面板5aにねじ締結や常温リベット締結によって連結されている。   A plurality of the transverse beam members 6 are provided at intervals in the longitudinal direction of the frame body 4, the transverse member 6 a extending to the left and right, and the longitudinal member fixed to both ends of the transverse member 6 a and extending vertically. The vertical members 6b and 6c are connected to the left and right side plates 5a of the U-shaped member by screw fastening or room temperature rivet fastening.

また、前記底面板7は鋼板で成形されており、底面部5cと平行な横面部7aと、この横面部7aの前記枠体4の幅方向に沿う両端を折り曲げて形成されたフランジ7b,7cとから構成されている。フランジ7b,7cの高さは横面部7aの自重による撓みを抑制できる剛性を得る高さを有している。そして、横面部7aの前記コ字状部材の左右の側面板5aに対向する端部を、前記コ字状部材の左右の底面部5cにねじ締結や常温リベット締結によって連結している。   The bottom plate 7 is formed of a steel plate, and has a lateral surface portion 7a parallel to the bottom surface portion 5c, and flanges 7b and 7c formed by bending both ends of the lateral surface portion 7a along the width direction of the frame body 4. It consists of and. The heights of the flanges 7b and 7c are high enough to obtain rigidity capable of suppressing the bending due to the weight of the lateral surface portion 7a. And the edge part which opposes the left and right side surface board 5a of the said U-shaped member of the horizontal surface part 7a is connected with the right-and-left bottom face part 5c of the said U-shaped member by screw fastening or normal temperature rivet fastening.

このように構成された枠体4は、設置場所への運搬を考慮して、長手方向に、端部枠体4A,4Bと、これら端部枠体4A,4B間に位置する中間枠体4Cとに分割されている。本実施の形態においては、端部枠体4A,4Bは、水平区間と傾斜区間の一部を有している。したがって、断面コ字状部材である前記側枠体5A,5Bも同様に分割されることになる。   The frame body 4 configured as described above has an end frame body 4A, 4B and an intermediate frame body 4C positioned between the end frame bodies 4A, 4B in the longitudinal direction in consideration of transportation to an installation place. It is divided into and. In the present embodiment, the end frame bodies 4A and 4B have a part of a horizontal section and an inclined section. Therefore, the side frames 5A and 5B which are U-shaped members are also divided in the same manner.

そこで、前記補強板8は、分割された側枠体5A,5Bの分割箇所を跨ぐように天面部5bに連結して連結具としての機能を発揮させている。一方、底面板7も分割された側枠体5A,5Bの分割箇所を跨ぐように底面部5cに連結して連結具としての機能を発揮させている。   Therefore, the reinforcing plate 8 is connected to the top surface part 5b so as to straddle the divided portions of the divided side frame bodies 5A and 5B, thereby exhibiting a function as a connecting tool. On the other hand, the bottom plate 7 is also connected to the bottom surface portion 5c so as to straddle the divided portions of the divided side frames 5A and 5B, thereby exhibiting a function as a connecting tool.

ここで、傾斜角30度で階床高さが6mの標準エスカレーターを想定した場合の本実施の形態による枠体4と特許文献1に示す枠体との寸法関係について検討する。   Here, the dimensional relationship between the frame 4 according to the present embodiment and the frame shown in Patent Document 1 when a standard escalator with an inclination angle of 30 degrees and a floor height of 6 m is assumed will be examined.

まず、特許文献1の枠体において、上及び下弦材の高さ方向の辺寸法が125mm、幅方向の辺寸法が75mm、厚さが10mmのL型鋼で、上及び下弦材の高さ方向の間隔を1mとした場合、それに対応するように、本実施形態の各寸法を設定した。即ち、本実施の形態において、図2に示すように、天面部5bの幅方向の辺寸法aが75mm、側面板5aの高さ寸法bを1mとする。次に、枠体4の大局的な負荷状体は、端部枠体4A,4Bが上階床2と下階床3と係合した両端支持梁と見做すことができるので、側面板5aの幅方向軸周りの断面二次モーメントを特許文献1の枠体における値と同等にする必要がある。この条件を満足する側面板5aの板厚は3.3mmと算出される。この場合、特許文献1の上及び下弦材の和と比較して側面板5aの単位長さ当りの質量は同等であるが、側面板5aの上方向軸周りの断面二次モーメントは約50%と算出される。   First, in the frame body of Patent Document 1, the upper and lower chord members are L-shaped steel having a side dimension in the height direction of 125 mm, a side dimension in the width direction of 75 mm, and a thickness of 10 mm. When the interval was 1 m, each dimension of the present embodiment was set so as to correspond to it. That is, in the present embodiment, as shown in FIG. 2, the side dimension a in the width direction of the top surface portion 5b is 75 mm, and the height dimension b of the side plate 5a is 1 m. Next, the global load-like body of the frame body 4 can be regarded as both end support beams in which the end frame bodies 4A and 4B are engaged with the upper floor 2 and the lower floor 3, so that the side plate It is necessary to make the cross-sectional secondary moment around the width direction axis 5a equal to the value in the frame body of Patent Document 1. The plate thickness of the side plate 5a that satisfies this condition is calculated as 3.3 mm. In this case, the mass per unit length of the side plate 5a is equivalent to the sum of the upper and lower chords of Patent Document 1, but the cross-sectional secondary moment around the upper axis of the side plate 5a is about 50%. Is calculated.

ここで、横桁部材6などを介して側面板5aに負荷される乗客重量、踏段重量、欄干重量などの荷重は、通常、側面板5aの図心よりも枠体4の内側の位置に下向きに作用するので、側面板5aには鉛直方向荷重とモーメントが作用する。このモーメントのうち、上方向軸周りの成分は、特に、天面部5bやその近傍の側面板5aに作用する上述の大局的負荷状態に基づく圧縮応力との相互作用で、天面部5bやその近傍の側面板5aに座屈などの面外変形を生じさせる恐れがある。特に、上述のように、上方向軸周りの断面二次モーメントが約50%に低下した場合、この恐れは高くなる。   Here, loads such as passenger weight, step weight, balustrade weight and the like loaded on the side plate 5a via the cross beam member 6 or the like are usually directed downward to a position inside the frame body 4 from the centroid of the side plate 5a. Therefore, a vertical load and moment act on the side plate 5a. Among the moments, the component around the upper axis is an interaction with the compressive stress based on the above-described global load state that acts on the top surface portion 5b and the side plate 5a in the vicinity thereof. There is a risk of causing out-of-plane deformation such as buckling in the side plate 5a. In particular, as described above, this fear increases when the secondary moment of inertia about the upper axis is reduced to about 50%.

そこで、このような座屈の恐れを回避するために、本実施の形態では、天面部5bに沿わせて補強板8を設けているのである。そして、特許文献1の枠体と比較して本実施形態における枠体4の外観寸法、幅方向軸周りの断面二次モーメント、上方向軸周りの断面二次モーメントを同等にするためには、側面板5aの板圧を2.5mm、補強板の板圧を6mmにすればよいことが算出された。このとき、単位長さ当りの質量を特許文献1の枠体における上弦材と下弦材の和を100%とすると、側面板5aと補強板8の和はその87%となる。このため、本実施の形態においては、特許文献1の枠体に比べて軽量化が可能となる。   Therefore, in order to avoid such a risk of buckling, the reinforcing plate 8 is provided along the top surface portion 5b in the present embodiment. And in order to make the external dimensions of the frame 4 in the present embodiment, the cross-sectional secondary moment around the width direction axis, and the cross-sectional secondary moment around the upper direction axis equivalent to the frame body of Patent Document 1, It was calculated that the plate pressure of the side plate 5a should be 2.5 mm and the plate pressure of the reinforcing plate should be 6 mm. At this time, if the mass per unit length is 100% of the sum of the upper chord member and the lower chord member in the frame body of Patent Document 1, the sum of the side plate 5a and the reinforcing plate 8 is 87%. For this reason, in this Embodiment, weight reduction is attained compared with the frame of patent document 1. FIG.

また、上述の荷重作用位置と側面板5aの図心のずれに起因して側面板5aに作用するモーメントのうち、枠体4の長手方向軸周り成分は、横桁部材6ならびに底面板7で対抗することができる。横桁部材6の縦部材6b,6cは、枠体の長手方向軸周りに十分な剛性を有し、側面板5aの補強材として機能する。横桁部材6の横部材6aと底面板7は、縦部材6b,6cの作用によって側面板5aの全体が枠体4の長手方向軸周りに捩れるのを抑制している。このような機能を考慮して、底面板7は枠体4の長手方向全面に亘って設ける必要はなく、長手方向に対し間隔をあけて配置し、望ましくは、底面板7の一部は枠体4の長手方向に対し横桁部材6と一致した位置に設けるのがよい。   Of the moment acting on the side plate 5a due to the shift of the load acting position and the centroid of the side plate 5a, the components around the longitudinal axis of the frame 4 are the cross beam member 6 and the bottom plate 7. You can counter it. The vertical members 6b and 6c of the cross beam member 6 have sufficient rigidity around the longitudinal axis of the frame and function as a reinforcing material for the side plate 5a. The horizontal member 6a and the bottom plate 7 of the cross beam member 6 suppress the entire side plate 5a from being twisted around the longitudinal axis of the frame 4 by the action of the vertical members 6b and 6c. In consideration of such a function, the bottom plate 7 does not need to be provided over the entire longitudinal direction of the frame body 4, and is disposed with a gap in the longitudinal direction. Preferably, a part of the bottom plate 7 is a frame. It is good to provide in the position corresponding to the cross beam member 6 with respect to the longitudinal direction of the body 4.

ところで、本実施の形態において、枠体4の分割箇所を傾斜区間に2箇所設けた。このように分割することで、設置間隔(階床高さ)が建築構造ごとに異なっても、端部枠体4A,4Bの形状を変更せず中間枠体4Cのみの長さを変更するだけで対応することができるので生産性の向上に繋がる。このように構成した場合、補強板8は、中間枠体4Cの長手方向の中央部で分割することになり、このような構造とすることで、構造的に不連続となる上部折点4ADと下部折点4BDにおいて側面板5aの面外変形を効果的に低減することが可能となる。   By the way, in this Embodiment, the division location of the frame 4 was provided in two places in the inclination area. By dividing in this way, even if the installation interval (floor height) is different for each building structure, only the length of the intermediate frame 4C is changed without changing the shape of the end frame 4A, 4B. This can help improve productivity. When configured in this way, the reinforcing plate 8 is divided at the central portion in the longitudinal direction of the intermediate frame 4C. With this structure, the upper folding point 4AD that is structurally discontinuous and It is possible to effectively reduce the out-of-plane deformation of the side plate 5a at the lower folding point 4BD.

一方、補強板8の分割位置を、中間枠体4Cの長手方向の中央部、上部折点4AD、下部折点4BDに対向する位置としてもよい。このような構造とすることで、設置間隔(階床高さ)が建築構造ごとに異なっても、端部枠体4Aと上階床2との係合位置から上部折点4ADまでの部分と、端部枠体4Bと下階床3との係合位置から下部折点4BDまでの部分に対向する補強材8の寸法を変更する必要がなくなり、生産性が向上する。   On the other hand, the dividing position of the reinforcing plate 8 may be a position facing the central portion in the longitudinal direction of the intermediate frame 4C, the upper folding point 4AD, and the lower folding point 4BD. By adopting such a structure, even if the installation interval (floor height) differs for each building structure, the portion from the engagement position between the end frame 4A and the upper floor 2 to the upper folding point 4AD Further, it is not necessary to change the dimension of the reinforcing member 8 facing the portion from the engagement position between the end frame 4B and the lower floor 3 to the lower folding point 4BD, and the productivity is improved.

次に、図4に基づいて本発明による第2に実施の形態を説明する。尚、図1〜図3と同一符号は同一構成部品を示すので再度の詳細な説明は省略する。   Next, a second embodiment of the present invention will be described with reference to FIG. The same reference numerals as those in FIGS. 1 to 3 indicate the same components, and thus detailed description thereof is omitted.

本実施の形態において、第1の実施の形態と異なる構成は、端部枠体4Aと端部枠体4Bの間に位置する中間枠体4Cをさらに分割して中間枠体4D,4Eを設けたのである。そして、中間枠体4C,4Dは同じ長さとし、中間枠体4Eは中間枠体4C,4Dよりも短い長さに形成している。   In the present embodiment, the configuration different from the first embodiment is that the intermediate frame 4C positioned between the end frame 4A and the end frame 4B is further divided to provide intermediate frames 4D and 4E. It was. The intermediate frames 4C and 4D have the same length, and the intermediate frame 4E is shorter than the intermediate frames 4C and 4D.

このように構成することで、階床高さが異なる設置場所についても容易に対処することができるのである。即ち、階床高さが低い設置場所においては、端部枠体4A,4Bと中間枠体4Cを連結して枠体4を構成し、それよりも階床高さが高い場合には、端部枠体4A,4Bと中間枠体4C,4Dを連結して枠体4を構成し、さらに階床高さが高い場合には、端部枠体4A,4Bと中間枠体4C,4D,4Eを連結して枠体4を構成することで3通りの階床高さが異なる建築構造物への設置が可能となる。尚、中間枠体4Eを長さ調整用の中間枠体として各種長さの中間枠体を用意しておけば、端部枠体4A,4Bと中間枠体4C,4Dを標準中間枠体としておくことができ、枠体4の生産性を向上させることができる。   By configuring in this way, it is possible to easily cope with installation locations having different floor heights. That is, in the installation place where the floor height is low, the end frame bodies 4A and 4B and the intermediate frame body 4C are connected to form the frame body 4, and when the floor height is higher than that, When the frame 4 is configured by connecting the part frames 4A, 4B and the intermediate frames 4C, 4D, and the floor height is high, the end frames 4A, 4B and the intermediate frames 4C, 4D, 4E is connected and the frame 4 is comprised, The installation to the building structure from which three kinds of floor heights differ becomes possible. If intermediate frames 4E and 4B and intermediate frames 4C and 4D are used as standard intermediate frames if intermediate frames 4E are prepared as intermediate frames for length adjustment and intermediate frames of various lengths are prepared. The productivity of the frame 4 can be improved.

本実施の形態においては、中間枠体4Cをさらに分割して中間枠体4D,4Eを設けた点を説明したが、端部枠体4Aと端部枠体4Bの間に、中間枠体4Cと、この中間枠体4Cと同じ長さの中間枠体4Dと、中間枠体4Cよりも短い中間枠体4Eを新規に追加する構成としてもよい。   In the present embodiment, the intermediate frame 4C is further divided and the intermediate frames 4D and 4E are provided. However, the intermediate frame 4C is provided between the end frame 4A and the end frame 4B. Further, an intermediate frame 4D having the same length as the intermediate frame 4C and an intermediate frame 4E shorter than the intermediate frame 4C may be newly added.

図5は、本発明による第3の実施の形態を示すもので、枠体4を上部折点4ADと下部折点4BDとの位置、云い代えれば枠体4の水平区間と傾斜区間との間で分割した端部枠体4A1,4B1と中間枠体4C1を設け、これらを連結するように構成したのである。   FIG. 5 shows a third embodiment according to the present invention, in which the frame body 4 is positioned at the upper folding point 4AD and the lower folding point 4BD, in other words, between the horizontal section and the inclined section of the frame body 4. The end frame bodies 4A1 and 4B1 and the intermediate frame body 4C1 divided in the above are provided and connected to each other.

このように枠体4を構成することで、上記第1,第2の実施の形態において、端部枠体4A,4Bが上部折点4ADと下部折点4BDとを含んで側枠体5A,5Bを構成する断面コ字状部材が複雑な形状であったのを、簡略化することができ、断面コ字状部材の成形を簡単にして生産性を向上することができる。   By configuring the frame body 4 in this way, in the first and second embodiments, the end frame bodies 4A, 4B include the upper folding point 4AD and the lower folding point 4BD, and the side frame bodies 5A, The fact that the U-shaped cross-section member constituting 5B has a complicated shape can be simplified, and the productivity of the U-shaped cross-section member can be simplified and the productivity can be improved.

図6は、本発明による第4の実施の形態を示すもので、断面コ字状部材に改良を加えたものである。即ち、側面板5aの上端部を折り曲げて形成した天面部5bの先端を、さらに下方の底面部5c側に折り曲げて側面板5aと略平行な補強部5dを形成したのである。   FIG. 6 shows a fourth embodiment according to the present invention, in which an improved U-shaped member is added. That is, the top end portion of the top surface portion 5b formed by bending the upper end portion of the side surface plate 5a is further bent toward the bottom surface portion 5c side to form the reinforcing portion 5d substantially parallel to the side surface plate 5a.

このように、天面部5bに補強部5dを設けることで、天面部5bの面外変形を低減することができ、その結果、上方向軸周りの断面二次モーメントを確保することで、前述のような座屈を効果的に抑制することができるのである。   Thus, by providing the reinforcing portion 5d on the top surface portion 5b, it is possible to reduce the out-of-plane deformation of the top surface portion 5b, and as a result, by securing the second moment of section around the upper axis, Such buckling can be effectively suppressed.

図7は、本発明による第5の実施の形態を示す。図7において、図3と同一符号は同一構成部品を示すので、再度の詳細な説明は省略する。   FIG. 7 shows a fifth embodiment according to the present invention. In FIG. 7, the same reference numerals as those in FIG.

第1の実施の形態の図3の構成に加えて、分割された断面コ字状部材の側面板5a及び天面部5bに跨ってその表裏から当て板9,10を当接し、これらをねじ締結や常温リベット締結によって連結したのである。前記当て板9は、側面板5aに当接する縦面部9aと天面部5bに当接する横面部9bとを有するL型状に形成されており、前記当て板10は、側面板5aにのみ当接するものである。したがって、分割された断面コ字状部材の側面板5aは、当て板9の縦面部9aと当て板10によって挟圧されて補強され、天面部5bの分割部は当て板9の横面部9bと補強板8によって挟圧されて補強される。   In addition to the configuration of FIG. 3 of the first embodiment, the contact plates 9 and 10 are abutted from the front and back across the side plate 5a and the top surface portion 5b of the divided U-shaped member, and these are screw-fastened. And it was connected by room temperature rivet fastening. The contact plate 9 is formed in an L shape having a vertical surface portion 9a that contacts the side surface plate 5a and a lateral surface portion 9b that contacts the top surface portion 5b, and the contact plate 10 contacts only the side surface plate 5a. Is. Accordingly, the side plate 5a of the divided U-shaped member is sandwiched and reinforced by the vertical surface portion 9a of the backing plate 9 and the backing plate 10, and the divided portion of the top surface portion 5b is the lateral surface portion 9b of the backing plate 9. The reinforcing plate 8 is sandwiched and reinforced.

さらに、補強板8が断面コ字状部材の分割位置以外の部分で分割されているので、その分割部に当て板11を当接して補強板8を天面部5bとで挟み込み、これらをねじ締結や常温リベット締結によって連結している。   Further, since the reinforcing plate 8 is divided at a portion other than the dividing position of the U-shaped member, the contact plate 11 is brought into contact with the divided portion, the reinforcing plate 8 is sandwiched between the top surface portion 5b, and these are screwed. And connected by room temperature rivet fastening.

このように各分割部に当て板9〜11を当接して連結することで、分割部における面外変形を低減させることができるのである。尚、面外変形が十分に小さければ、当て板9〜11のうち1つ以上を省略してもよい。ただ、当て板10を省略する場合には、当て板9は横面部9bのみの平板としてもよい。   Thus, the contact plates 9 to 11 are brought into contact with and connected to the respective divided portions, so that the out-of-plane deformation in the divided portions can be reduced. If the out-of-plane deformation is sufficiently small, one or more of the contact plates 9 to 11 may be omitted. However, when the contact plate 10 is omitted, the contact plate 9 may be a flat plate having only the lateral surface portion 9b.

以上説明した各実施の形態において、補強板8、当て板10,11が枠体の内側に当接され、当て板9が外側に当接されているが、これらの当接位置は特定されるものではなく、適宜内側/外側の当接位置を変えても補強効果は変わることはない。   In each embodiment described above, the reinforcing plate 8 and the contact plates 10 and 11 are in contact with the inside of the frame body, and the contact plate 9 is in contact with the outside, but the contact positions thereof are specified. However, the reinforcement effect does not change even if the inner / outer contact positions are changed as appropriate.

ところで上記各説明は乗客コンベアとしてエスカレーターを一例に説明したが、電動道路にも適用でるることは云うまでもない。   By the way, although each said description demonstrated the escalator as an example as a passenger conveyor, it cannot be overemphasized that it can apply also to an electric road.

本発明による乗客コンベアの第1の実施の形態を示すエスカレーターの枠体の概略側面図。The schematic side view of the frame of the escalator which shows 1st Embodiment of the passenger conveyor by this invention. 図1のA−A線による拡大縦断面図。The enlarged longitudinal cross-sectional view by the AA line of FIG. 図2に示す枠体の一方側の側枠体の斜視図。The perspective view of the side frame body of the one side of the frame body shown in FIG. 本発明による乗客コンベアの第2の実施の形態を示す図1相当図。The equivalent figure of FIG. 1 which shows 2nd Embodiment of the passenger conveyor by this invention. 本発明による乗客コンベアの第3の実施の形態を示す図1相当図。The equivalent figure of FIG. 1 which shows 3rd Embodiment of the passenger conveyor by this invention. 本発明による乗客コンベアの第4の実施の形態を示す断面コ字状部材の拡大断面図。The expanded sectional view of the cross-sectional U-shaped member which shows 4th Embodiment of the passenger conveyor by this invention. 本発明による乗客コンベアの第5の実施の形態を示す図3相当図。FIG. 3 is a view corresponding to FIG. 3 showing a fifth embodiment of a passenger conveyor according to the present invention.

符号の説明Explanation of symbols

1…エスカレーター、2…上階床、3…下階床、4…枠体、4A,4B…端部枠体、4C〜4E…中間枠体、5A,5B…側枠体、5a…側面板、5b…天面部、5c…底面部、6…横桁部材、7…底面板、6a…横部材、6b,6c…縦部材、7a…横面部、7b,7c…フランジ、8…補強板、9〜11…当て板、9a…縦面部、9b…横面部。   DESCRIPTION OF SYMBOLS 1 ... Escalator, 2 ... Upper floor, 3 ... Lower floor, 4 ... Frame, 4A, 4B ... End frame, 4C-4E ... Intermediate frame, 5A, 5B ... Side frame, 5a ... Side plate 5b ... Top surface portion, 5c ... Bottom surface portion, 6 ... Cross beam member, 7 ... Bottom plate, 6a ... Horizontal member, 6b, 6c ... Vertical member, 7a ... Horizontal surface portion, 7b, 7c ... Flange, 8 ... Reinforcement plate, 9 to 11: a backing plate, 9a: a vertical surface portion, 9b: a horizontal surface portion.

Claims (8)

建築構造物に設置された枠体と、この枠体に構成部材を設置した乗客コンベアにおいて、前記枠体は、左右に離間して配置した側枠体と、これら左右の側枠体を連結する横桁部材ならびに底面板とで構成されており、前記側枠体は、鋼板で形成された側面板の上下端を折り曲げて形成した天面部及び底面部とを有する断面コ字状部材と、この天面部に沿って当接した補強板とで構成されており、また、前記断面コ字状部材は前記枠体の長手方向に複数に分割されており、前記底面板の一部及び前記補強板は前記断面コ字状部材の分割箇所を跨いで配置されており、前記断面コ字状部材と横桁部材との間、前記断面コ字状部材と底面板の間、及び前記断面コ字状部材と補強板との間をねじ締結あるいは常温リベット締結で連結し、前記天面部は、その先端を前記底面部側に折り曲げた補強部が形成され、 前記側面板の分割部に跨って表裏から当て板が当接されており、これら側面板及び表裏の当て板はねじ締結あるいは常温リベット締結で連結され、前記側面板の外側に当接された当て板は、前記天面部の上面に当接するように折り曲げられており、この当て板の折り曲げられた部分と前記補強板によって前記天面部を挟み込み、これらをねじ締結あるいは常温リベット締結で連結したことを特徴とする乗客コンベア。 In a frame installed in a building structure and a passenger conveyor in which constituent members are installed in the frame, the frame connects the left and right side frames and the side frames arranged separately from each other on the left and right. Cross-beam members and a bottom plate, the side frame body is a U-shaped cross-section member having a top surface portion and a bottom surface portion formed by bending the upper and lower ends of a side plate formed of a steel plate , is composed of a along the top surface contact with the reinforcing plate, also the U-shaped cross section member is divided into a plurality in the longitudinal direction of the frame part and the reinforcing plate of the bottom plate is disposed across the dividing portion of the U-shaped section member, between the U-shaped cross-section member and crossbeam member, said U-shaped cross section member and the bottom plate, and said U-shaped section member between the reinforcing plate connected by screw fastening or cold riveting, the top portion Reinforcing portion by bending the tip in the bottom portion side is formed, the plate against the front and back over the split portion of the side plates are abutting, these side plates and the front and back of the wear plate is screwed or cold riveting The contact plate connected by fastening and in contact with the outside of the side plate is bent so as to contact the upper surface of the top surface portion, and the top surface portion is bent by the bent portion of the contact plate and the reinforcing plate. Passenger conveyors characterized in that they are connected by screw fastening or room temperature rivet fastening . 前記補強板は、前記枠体の長手方向に分割されていることを特徴とする請求項1記載の乗客コンベア。 The reinforcing plate, according to claim 1 Symbol placement of the passenger conveyor, characterized in that it is divided in the longitudinal direction of the frame. 前記補強板の分割部に跨って前記天面部とは反対側から当て板を当接し、これらをねじ締結あるいは常温リベット締結で連結したことを特徴とする請求項記載の乗客コンベア。 3. A passenger conveyor according to claim 2, wherein a contact plate is abutted from the side opposite to the top surface portion across the divided portion of the reinforcing plate and is connected by screw fastening or room temperature rivet fastening. 前記枠体は、長手方向両端部に形成される端部枠体と、これら端部枠体間に位置する中間枠体とに分割されていることを特徴とする請求項1〜のいずれかに記載の乗客コンベア。 The said frame is divided | segmented into the edge part frame formed in a longitudinal direction both ends, and the intermediate | middle frame located between these edge part frames, The any one of Claims 1-3 characterized by the above-mentioned. Passenger conveyor as described in. 前記中間枠体は、前記枠体の長手方向に複数に分割されていることを特徴とする請求項記載の乗客コンベア。 The passenger conveyor according to claim 4 , wherein the intermediate frame is divided into a plurality of parts in the longitudinal direction of the frame . 前記複数に分割された中間枠体は、標準の長さの中間枠体と、前記標準の長さの中間枠体とは長さの異なる長さ調整用の中間枠体とを有することを特徴とする請求項記載の乗客コンベア。 The intermediate frame divided into a plurality has a standard length intermediate frame and a length adjusting intermediate frame having a different length from the standard length intermediate frame. The passenger conveyor according to claim 5 . 傾斜して設置される乗客コンベアにおいて、前記端部枠体は、水平区間と傾斜区間との間で前記中間枠体と分割されていることを特徴とする請求項記載の乗客コンベア。 The passenger conveyor according to claim 4 , wherein the end frame is divided from the intermediate frame between a horizontal section and an inclined section. 傾斜して設置される乗客コンベアにおいて、前記端部枠体は、水平区間と傾斜区間の一部を有することを特徴とする請求項記載の乗客コンベア。 In a passenger conveyor which is installed tilted by, said end frame body, passengers conveyor according to claim 4, wherein a portion of the horizontal section and the inclined section.
JP2008279701A 2008-10-30 2008-10-30 Passenger conveyor Active JP5231944B2 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
JP2008279701A JP5231944B2 (en) 2008-10-30 2008-10-30 Passenger conveyor
CN2009101662499A CN101723227B (en) 2008-10-30 2009-08-20 Passenger conveyor
HK10110461.7A HK1143793A1 (en) 2008-10-30 2010-11-10 Passenger conveyor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2008279701A JP5231944B2 (en) 2008-10-30 2008-10-30 Passenger conveyor

Publications (2)

Publication Number Publication Date
JP2010105779A JP2010105779A (en) 2010-05-13
JP5231944B2 true JP5231944B2 (en) 2013-07-10

Family

ID=42295620

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2008279701A Active JP5231944B2 (en) 2008-10-30 2008-10-30 Passenger conveyor

Country Status (3)

Country Link
JP (1) JP5231944B2 (en)
CN (1) CN101723227B (en)
HK (1) HK1143793A1 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5143760B2 (en) * 2009-01-29 2013-02-13 株式会社日立製作所 Passenger conveyor
CN103043519A (en) * 2013-01-15 2013-04-17 浙江大学 Integral type escalator supporting frame
DE102014224457A1 (en) * 2014-11-28 2016-06-02 Thyssenkrupp Ag Carrying structure for a conveyor
EP3109196A1 (en) * 2015-06-25 2016-12-28 Thyssenkrupp Elevator Innovation Center, S.A. Escalator/moving walkway modular truss and method of assembling an escalator/moving walkway modular truss

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54153694U (en) * 1978-04-18 1979-10-25
JPS5842373Y2 (en) * 1979-12-18 1983-09-26 株式会社東芝 Escalator frame structure
JPS57137281A (en) * 1981-02-13 1982-08-24 Mitsubishi Electric Corp Main frame for passenger conveyor
JPS57137283A (en) * 1981-02-16 1982-08-24 Mitsubishi Electric Corp Main frame for passenger conveyor
JP3149159B2 (en) * 1996-09-05 2001-03-26 株式会社日立製作所 Passenger conveyor equipment and its installation method
US20020175039A1 (en) * 2001-05-11 2002-11-28 Fargo Richard N. Escalator support structure
JP2003335486A (en) * 2002-05-16 2003-11-25 Hitachi Ltd Passenger conveyor and passenger conveyor assembly method
DE202004004178U1 (en) * 2004-03-17 2004-09-23 Thyssenkrupp Fahrtreppen Gmbh Escalator or moving walk
JP2006143356A (en) * 2004-11-17 2006-06-08 Takenaka Komuten Co Ltd Escalator
CN2801738Y (en) * 2005-06-06 2006-08-02 江苏康力电梯集团有限公司 Truss of escalator
CN201074154Y (en) * 2007-04-29 2008-06-18 宁波宏大电梯有限公司 Overlapping apparatus for escalator girder segmentation parts

Also Published As

Publication number Publication date
JP2010105779A (en) 2010-05-13
CN101723227B (en) 2012-11-28
CN101723227A (en) 2010-06-09
HK1143793A1 (en) 2011-01-14

Similar Documents

Publication Publication Date Title
CA2315286C (en) Support construction for long escalators and moving walkways
JP5231944B2 (en) Passenger conveyor
JP2017057665A (en) Column-beam joining structure
JP2013067461A (en) Passenger conveyor
JP5011324B2 (en) Passenger conveyor
JP5284590B2 (en) Passenger conveyor equipment for building earthquake resistance
JP5748588B2 (en) Main frame of passenger conveyor
JP5143760B2 (en) Passenger conveyor
JP5587846B2 (en) Passenger conveyor
JP5779255B2 (en) Passenger conveyor
JP6375616B2 (en) Stiffening structure of hybrid H-beam
JP5054390B2 (en) Passenger conveyor equipment for building earthquake resistance
JP2010215297A (en) Passenger conveyer
JP5461819B2 (en) Passenger conveyor
JP5454679B2 (en) Passenger conveyor
JP2013083088A (en) String beam
JP6885370B2 (en) Steel beam and column-beam joint structure using the steel beam
JP5161425B2 (en) Passenger conveyor equipment
JP4167609B2 (en) Hole-down hardware and fixing structure between the hardware and support bolt
EP3219585B1 (en) A chassis for a trailer
JP6454257B2 (en) Passenger conveyor
JP5247041B2 (en) Building conveyor equipment for earthquake resistance
JP7009729B2 (en) Stairs
JP5284589B2 (en) Passenger conveyor equipment for building earthquake resistance
US10865073B2 (en) Passenger conveyor

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20110214

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20120725

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20120731

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20120927

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

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20130305

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20130322

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

Free format text: PAYMENT UNTIL: 20160329

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 5231944

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150