JP2019006591A - Passenger conveyor - Google Patents

Passenger conveyor Download PDF

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JP2019006591A
JP2019006591A JP2017125899A JP2017125899A JP2019006591A JP 2019006591 A JP2019006591 A JP 2019006591A JP 2017125899 A JP2017125899 A JP 2017125899A JP 2017125899 A JP2017125899 A JP 2017125899A JP 2019006591 A JP2019006591 A JP 2019006591A
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passenger conveyor
building
frame
support member
auxiliary beam
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JP6713955B2 (en
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孝昭 軍地
Takaaki Gunchi
孝昭 軍地
宇津宮 博文
Hirobumi Utsunomiya
博文 宇津宮
壮太 三浦
Sota Miura
壮太 三浦
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Hitachi Ltd
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Hitachi Ltd
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Abstract

To prevent a breakage of a passenger conveyor in a state of being held by a building beam, while preventing a fall of the passenger conveyor coming off from a building side support beam.SOLUTION: A passenger conveyor comprises: a non-fixed side coupling part 7 arranged in at least one end part in a longitudinal direction of a frame 4 and coupled to a building side support beam 3 detachably; an additional building beam 5 arranged so as to form a space part g between a horizontal part 4a and itself at a lower part of the horizontal part 4a of the frame 4 on a side where the non-fixed side coupling part 7 is provided; and a support member 10 having a curve part 10a to support the frame 4 falling due to decoupling of the building side support beam 3 in the space part g.SELECTED DRAWING: Figure 2

Description

本発明は、エスカレーターや動く歩道等を含む乗客コンベアに関する。   The present invention relates to a passenger conveyor including an escalator and a moving sidewalk.

従来の乗客コンベアは、2つの建屋側支持梁の間に跨って配置されるフレームと、このフレーム内において無端状に連結されて循環移動する複数の踏段と、を有している。そして、このフレームの長手方向の少なくとも一方の端部に、建屋側支持梁に対して接離可能に連結する非固定側連結部が設けられている。   A conventional passenger conveyor has a frame disposed between two building-side support beams and a plurality of steps that are connected endlessly in the frame and circulate. And the non-fixed side connection part connected with the building side support beam so that contact / separation is possible is provided in the at least one edge part of the longitudinal direction of this flame | frame.

このような乗客コンベアでは、例えば地震発生時や強風時などにおいて、乗客コンベアが設置された建屋が揺れると建屋側支持梁の間の距離が大きくなって、非固定側連結部の連結が建屋側支持梁から外れる可能性がある。これに対応する為、乗客コンベアの下方に建築梁を追加して、建屋側支持梁から外れた乗客コンベアを一時的に建築梁で保持して落下を防ぎ、地震等が治まった後に、乗客コンベアを建物側支持梁に連結復帰させることが知られている(特許文献1)。   In such a passenger conveyor, for example, in the event of an earthquake or a strong wind, if the building where the passenger conveyor is installed shakes, the distance between the building-side support beams increases, and the connection of the non-fixed-side connecting portion is connected to the building side. There is a possibility of coming off the support beam. In order to cope with this, a building beam is added below the passenger conveyor, and the passenger conveyor removed from the building side support beam is temporarily held by the building beam to prevent it from falling, and after the earthquake has subsided, the passenger conveyor Is known to be connected back to the building-side support beam (Patent Document 1).

特開2016−78955号公報JP, 2006-79955, A

しかしながら、特許文献1に示す構造では、建築誤差により乗客コンベアと建築梁との間の平行度にずれが生じている場合は、地震等の揺れによって建築梁に保持されている乗客コンベアに加えられる負荷が不規則になり、乗客コンベアが座屈して破損してしまう恐れがあった。   However, in the structure shown in Patent Document 1, when there is a deviation in parallelism between the passenger conveyor and the building beam due to a building error, it is added to the passenger conveyor held on the building beam by shaking such as an earthquake. There was a risk that the load would be irregular and the passenger conveyor would buckle and break.

本発明は、建屋側支持梁から外れた乗客コンベアの落下を防ぐとともに、建築梁に保持された状態の乗客コンベアの破損を防ぐことを目的とする。   An object of the present invention is to prevent the passenger conveyor falling off the building-side support beam from falling and to prevent the passenger conveyor held in the building beam from being damaged.

上記課題を解決するために、例えば、特許請求の範囲に記載の構成を採用する。本願は、上記課題を解決する手段を複数含んでいるが、その一例を挙げるならば、本発明は、2つの建屋側支持梁の間に跨って配置される少なくとも一部に水平部を有するフレームと、フレーム内において無端状に連結されて循環移動する複数の踏段とを有する乗客コンベアであって、フレームの長手方向の少なくとも一方の端部に設けられた、建屋側支持梁に対して接離可能に連結された非固定側連結部と、非固定側連結部が設けられている側のフレームの水平部の下方に、水平部との間に空間部を形成するように設けられた追加建築梁と、空間部に、建屋側支持梁との連結が外れて落下したフレームを支持するための湾曲部を有する支持部材と、備える。   In order to solve the above problems, for example, the configuration described in the claims is adopted. The present application includes a plurality of means for solving the above-described problems. To give an example, the present invention provides a frame having a horizontal portion at least partially disposed between two building-side support beams. And a plurality of steps that are connected endlessly in the frame and circulate and move to and from the building-side support beam provided at at least one end in the longitudinal direction of the frame Additional construction provided so as to form a space between the non-fixed side connecting portion and the horizontal portion of the frame on the side where the non-fixed side connecting portion is provided. And a support member having a curved portion for supporting the frame that has fallen out of connection with the building-side support beam.

本発明の乗客コンベアによれば、建屋側支持梁から乗客コンベアが外れた場合に、建築梁で乗客コンベアの落下を防止するとともに、建築梁で保持された状態の乗客コンベアの破損を防止することができる。   According to the passenger conveyor of the present invention, when the passenger conveyor is detached from the building-side support beam, the passenger conveyor is prevented from falling by the building beam and the passenger conveyor held in the building beam is prevented from being damaged. Can do.

本発明の一実施形態による乗客コンベアの全体構成を説明する側面図である。It is a side view explaining the whole passenger conveyor composition by one embodiment of the present invention. 本発明の一実施形態による乗客コンベアの要部拡大図である。It is a principal part enlarged view of the passenger conveyor by one Embodiment of this invention. 本発明の一実施形態による支持部材の作用を説明するための模式図である。It is a schematic diagram for demonstrating the effect | action of the support member by one Embodiment of this invention. 本発明の他実施形態による乗客コンベアの要部拡大図である。It is a principal part enlarged view of the passenger conveyor by other embodiment of this invention. 本発明の他実施形態による支持部材の作用を説明するための模式図である。It is a schematic diagram for demonstrating the effect | action of the support member by other embodiment of this invention.

以下、本発明の乗客コンベアの実施の形態例(以下、「本例」という。)について、図面を参照して説明する。なお、本明細書及び図面において、実質的に同一要素又は同一機能を有する部材には、同一符号を用いることとし、重複する発明は省略する。   Hereinafter, an embodiment of a passenger conveyor of the present invention (hereinafter referred to as “this example”) will be described with reference to the drawings. In the present specification and drawings, the same reference numerals are used for members having substantially the same elements or functions, and redundant inventions are omitted.

図1は、本例の乗客コンベアの全体構成を説明する側面図である。
図1に示すように乗客コンベア1は、2つの建屋側支持梁である下階建屋梁2と上階建屋梁3との間に跨って設置されている。乗客コンベア1は、下階建屋梁2と上階建屋梁3の間に跨って配置されるフレーム4と、フレーム4の上部に取り付けられた手摺り8と、フレーム4内において無端状に連結されて循環移動する図示しない複数の踏段と、を有している。
FIG. 1 is a side view illustrating the overall configuration of the passenger conveyor of this example.
As shown in FIG. 1, the passenger conveyor 1 is installed straddling between the lower-floor building beam 2 and the upper-floor building beam 3 which are two building side support beams. The passenger conveyor 1 is connected in an endless manner within the frame 4, a frame 4 disposed between the lower-floor building beam 2 and the upper-floor building beam 3, a handrail 8 attached to the upper portion of the frame 4, and the frame 4. And a plurality of steps (not shown) that circulate and move.

フレーム4は、上階建屋梁3側に配置される上部水平部4aと、下階建屋梁2側に配置される下部水平部4cと、上部水平部4aと下部水平部4cとの間に配置される傾斜部4bと、で構成されている。   The frame 4 is disposed between the upper horizontal portion 4a disposed on the upper floor building beam 3 side, the lower horizontal portion 4c disposed on the lower floor building beam 2 side, and the upper horizontal portion 4a and the lower horizontal portion 4c. And an inclined portion 4b.

なお、フレーム4は、少なくとも一部に水平部を有していればよい。例えば、乗客コンベア1がエスカレーターや傾斜型の動く歩道に用いられる場合には、2つの水平部(上部水平部と下部水平部)が存在する。また、乗客コンベア1が水平型の動く歩道に用いられる場合は、フレーム4全体が1つの水平部となる。   In addition, the frame 4 should just have a horizontal part in at least one part. For example, when the passenger conveyor 1 is used for an escalator or an inclined moving sidewalk, there are two horizontal portions (an upper horizontal portion and a lower horizontal portion). Moreover, when the passenger conveyor 1 is used for a horizontal moving sidewalk, the whole frame 4 becomes one horizontal part.

フレーム4の長手方向の一方の端部(上部水平部4aの端部)には、非固定側連結部が設けられ、非固定側連結部は、上階建屋梁3に設けられた上階受け部3aに載置されて、上階建屋梁3とフレーム4とを接離可能に連結する非固定側鍔部7を備えている。また、フレーム4の長手方向の他方の端部(下部水平部4cの端部)には、固定側連結部が設けられ、固定側連結部は、下階建屋梁2に設けられた下階受け部2aに載置されて、下階建屋梁2とフレーム4とを連結固定する固定側鍔部9を備えている。   One end of the frame 4 in the longitudinal direction (the end of the upper horizontal portion 4 a) is provided with a non-fixed side connecting portion, and the non-fixed side connecting portion is provided on the upper floor support provided on the upper floor building beam 3. There is provided a non-fixed side flange 7 that is placed on the portion 3a and connects the upper-level building beam 3 and the frame 4 so as to be able to contact and separate. Further, the other end in the longitudinal direction of the frame 4 (the end of the lower horizontal portion 4c) is provided with a fixed side connecting portion, and the fixed side connecting portion is a lower floor support provided on the lower floor building beam 2. The fixed side collar part 9 which is mounted in the part 2a and which connects and fixes the lower floor building beam 2 and the frame 4 is provided.

フレーム4の上部水平部4aの下方には、上部水平部4aに沿って延びるように構成された追加建築梁としての補助梁5が設けられている。   Under the upper horizontal portion 4a of the frame 4, an auxiliary beam 5 as an additional building beam configured to extend along the upper horizontal portion 4a is provided.

図2は、図1に示す乗客コンベア1の上階建屋梁3側近傍の拡大図である。
図2に示すように、補助梁5は、フレーム4の上部水平部4aの下方であって、補助梁5の上面が上部水平部4aの底面と対向するようにして上階建屋梁3に取り付けられている。補助梁5の一端部は、ボルトにより上階建屋梁3の側面に固定される。なお、補助梁5は、落下する乗客コンベア1を保持することができる程度の強度を備えた鉄等の鋼材で構成されている。
FIG. 2 is an enlarged view of the vicinity of the upper floor beam 3 side of the passenger conveyor 1 shown in FIG.
As shown in FIG. 2, the auxiliary beam 5 is attached to the upper building beam 3 below the upper horizontal portion 4a of the frame 4 so that the upper surface of the auxiliary beam 5 faces the bottom surface of the upper horizontal portion 4a. It has been. One end of the auxiliary beam 5 is fixed to the side surface of the upper building beam 3 by a bolt. In addition, the auxiliary beam 5 is comprised with steel materials, such as iron provided with the intensity | strength of the grade which can hold | maintain the passenger conveyor 1 which falls.

また、補助梁5は、フレーム4の上部水平部4aの底面から所定距離を隔てるようにして取り付けられており、上部水平部4aと補助梁5との間には空間部gが形成されている。隔てる距離は、後述する支持部材10の大きさや乗客コンベア1の大きさ等を考慮して決定される。また、補助梁5は、フレーム4の左右両端部に沿って複数設けることが望ましいが、フレーム4の中央部に沿って、1つの補助梁5を設けるようにしてもよい。   The auxiliary beam 5 is attached so as to be separated from the bottom surface of the upper horizontal part 4 a of the frame 4 by a predetermined distance, and a space part g is formed between the upper horizontal part 4 a and the auxiliary beam 5. . The separation distance is determined in consideration of the size of the support member 10 to be described later, the size of the passenger conveyor 1, and the like. A plurality of auxiliary beams 5 are desirably provided along the left and right ends of the frame 4, but one auxiliary beam 5 may be provided along the center of the frame 4.

フレーム4の上部水平部4aと補助梁5との間の空間部gには、支持部材10が設けられている。支持部材10は、強度の高い低摩擦性の材料で構成されている。支持部材10は、ボルト11により補助梁5に固定される。   A support member 10 is provided in a space g between the upper horizontal portion 4 a of the frame 4 and the auxiliary beam 5. The support member 10 is made of a high-strength, low-friction material. The support member 10 is fixed to the auxiliary beam 5 by a bolt 11.

支持部材10は、上階建屋梁3の側面から所定距離を離した位置に固定されている。この距離は、乗客コンベア1の層間変形角を考慮して決定される。例えば、地震等により乗客コンベア1が300mm動くような場合には、支持部材10は、上階建屋梁3の側面から少なくとも300mm離れた位置に設ける必要がある。   The support member 10 is fixed at a position away from the side surface of the upper story building beam 3 by a predetermined distance. This distance is determined in consideration of the interlayer deformation angle of the passenger conveyor 1. For example, when the passenger conveyor 1 moves by 300 mm due to an earthquake or the like, the support member 10 needs to be provided at a position at least 300 mm away from the side surface of the upper story building beam 3.

本例では、補助梁5を上階建屋梁3に取り付ける際に生じる建築誤差により、補助梁5が下方に傾いた状態で上階建屋梁3に固定されている。ここでは、建築誤差により生じる補助梁5の上部水平部4aに対する傾きを傾き角度θとして表す。   In this example, the auxiliary beam 5 is fixed to the upper-floor building beam 3 in a state where the auxiliary beam 5 is inclined downward due to a construction error caused when the auxiliary beam 5 is attached to the upper-floor building beam 3. Here, the inclination with respect to the upper horizontal part 4a of the auxiliary beam 5 caused by the construction error is expressed as an inclination angle θ.

また、本例では、支持部材10が上部水平部4aの下面に接するように固定されており、補助梁5と上部水平部4aとの間に空間部gが確保される。なお、支持部材10は、上部水平部4aの下面と少し離した状態で固定されていてもよい。   Further, in this example, the support member 10 is fixed so as to be in contact with the lower surface of the upper horizontal portion 4a, and a space portion g is secured between the auxiliary beam 5 and the upper horizontal portion 4a. The support member 10 may be fixed in a state slightly separated from the lower surface of the upper horizontal portion 4a.

非固定用鍔部7は、フレーム4の短手方向に延びた断面L字状の部材で構成されている。非固定用鍔部7は、一端面7aがフレーム4の上面と同一面に位置する状態で、他端面7bがボルト等によりフレーム4に固定されている。非固定用鍔部7の端面7aを上階受け部3aに形成された平面に載置することにより、乗客コンベア1は上階建屋梁3に対して接離可能な状態で連結される。なお、端面7aの下方には、図示しないスペーサー部材が設けられている。   The non-fixing collar portion 7 is formed of a member having an L-shaped cross section that extends in the short direction of the frame 4. The non-fixing collar portion 7 has the other end surface 7b fixed to the frame 4 with a bolt or the like in a state where the one end surface 7a is located on the same plane as the upper surface of the frame 4. By placing the end surface 7a of the non-fixing saddle member 7 on a plane formed on the upper floor receiving portion 3a, the passenger conveyor 1 is connected to the upper floor building beam 3 in a state where the passenger conveyor 1 can contact and separate. A spacer member (not shown) is provided below the end surface 7a.

図3Aは、フレーム4の短手方向からみた支持部材10が設けられている近傍の断面図であり、図3Bは、建築誤差により補助梁5が傾き角度θで傾いている状態を示す図である。   FIG. 3A is a cross-sectional view of the vicinity of the frame 4 where the support member 10 is provided as viewed from the short side direction, and FIG. 3B is a diagram illustrating a state in which the auxiliary beam 5 is inclined at an inclination angle θ due to a construction error. is there.

図3Aに示すように、フレーム4の下端部には、断面L字状の主枠体部材6が設けられている。主枠体部材6は、上方に延びる上面部6aと、上面部6aと垂直方向に延びる下面部6bとを備えており、下面部6bがフレーム4の内側を向く状態でフレーム4に取り付けられている。   As shown in FIG. 3A, a main frame member 6 having an L-shaped cross section is provided at the lower end portion of the frame 4. The main frame member 6 includes an upper surface portion 6 a that extends upward, and a lower surface portion 6 b that extends in a direction perpendicular to the upper surface portion 6 a, and is attached to the frame 4 with the lower surface portion 6 b facing the inside of the frame 4. Yes.

補助梁5は、上面5aと下面5bを備えた、断面形状がH状の鉄筋部材で構成されている。補助梁5の上面5aの短手方向の幅は、支持部材10の直径と略同一になるように形成されている。なお、2つの乗客コンベアが隣接して設置されるような場合には、補助梁5の上面5aの幅を大きくして、1つの補助梁5を2つの乗客コンベアで使用してもよい。   The auxiliary beam 5 is composed of a reinforcing bar member having an upper surface 5a and a lower surface 5b and having an H-shaped cross section. The width in the short direction of the upper surface 5 a of the auxiliary beam 5 is formed to be substantially the same as the diameter of the support member 10. When two passenger conveyors are installed adjacent to each other, the width of the upper surface 5a of the auxiliary beam 5 may be increased and one auxiliary beam 5 may be used by two passenger conveyors.

図3Aの場合は建築誤差が発生しておらず、設計通りに補助梁5が上階建屋梁3に取り付けられている。このとき、補助梁5の傾き角度θは0度であり、主枠体部材6の下面6b(上部水平部4a)と補助梁5の上面5aは平行状態である。   In the case of FIG. 3A, no construction error has occurred, and the auxiliary beam 5 is attached to the upper building beam 3 as designed. At this time, the inclination angle θ of the auxiliary beam 5 is 0 degree, and the lower surface 6b (upper horizontal portion 4a) of the main frame member 6 and the upper surface 5a of the auxiliary beam 5 are in a parallel state.

支持部材10は、球体を切断したような半球面体状の天頂部10aと、その周囲に形成されたスカート部10bとを備えている。支持部材10は、例えば一枚の鋼板を加工成型することで形成される。支持部材10のスカート部10bには、ボルトを貫通させる貫通孔が形成されている。貫通孔に挿通したボルト11を締め込むことで、支持部材10が天頂部10aをフレーム4の上部水平部4aに向けた状態で補助梁5に固定される。本例では、支持部材10の天頂部10aの湾曲部分の中心が、主枠体部材6の下面部6bに接した状態で固定されている。   The support member 10 includes a hemispherical zenith portion 10a obtained by cutting a sphere, and a skirt portion 10b formed around the zenith portion 10a. The support member 10 is formed by, for example, processing and molding a single steel plate. A through hole through which the bolt passes is formed in the skirt portion 10 b of the support member 10. By tightening the bolt 11 inserted through the through hole, the support member 10 is fixed to the auxiliary beam 5 with the zenith portion 10a facing the upper horizontal portion 4a of the frame 4. In the present example, the center of the curved portion of the zenith portion 10 a of the support member 10 is fixed in a state of being in contact with the lower surface portion 6 b of the main frame member 6.

図3Bは、建築誤差により、補助梁5が傾き角度θで取り付けられている状態を示す。従って、主枠体部材6の下面部6b(上部水平部4a)と補助梁5の上面5aは平行状態ではなく、補助梁5の上面5aが外側に傾いた関係になっている。その結果、本例では、支持部材10の天頂部10aの中心から少し離れた湾曲部分が、主枠体部材6の下面部6bに接している。   FIG. 3B shows a state where the auxiliary beam 5 is attached at an inclination angle θ due to a construction error. Therefore, the lower surface portion 6b (upper horizontal portion 4a) of the main frame member 6 and the upper surface 5a of the auxiliary beam 5 are not parallel to each other, and the upper surface 5a of the auxiliary beam 5 is inclined outward. As a result, in this example, the curved portion slightly separated from the center of the zenith portion 10 a of the support member 10 is in contact with the lower surface portion 6 b of the main frame member 6.

このように、本例によれば、建築誤差の有無に関わらず、常に支持部材10の天頂部10aの湾曲部分を主枠体部材6の下面部6bに接触させることができる。すなわち、常に天頂部10aの湾曲部分が下面部6bに接しているので、支持部材10と主枠体部材6とを点接触させて、同じ接触面積に維持することができる。   Thus, according to the present example, the curved portion of the zenith portion 10a of the support member 10 can always be brought into contact with the lower surface portion 6b of the main frame body member 6 regardless of whether there is a construction error. That is, since the curved portion of the zenith portion 10a is always in contact with the lower surface portion 6b, the support member 10 and the main frame member 6 can be brought into point contact to maintain the same contact area.

図4は、他の実施形態にかかる乗客コンベア1の上階建屋梁3側近傍の拡大図である。
図4に示すように、補助梁5は、フレーム4の上部水平部4aの下方であって、上部水平部4aに対して平行になるように上階建屋梁3に取り付けられている。
FIG. 4 is an enlarged view of the vicinity of the upper floor building beam 3 side of the passenger conveyor 1 according to another embodiment.
As shown in FIG. 4, the auxiliary beam 5 is attached to the upper building beam 3 below the upper horizontal portion 4a of the frame 4 so as to be parallel to the upper horizontal portion 4a.

フレーム4の上部水平部4aと補助梁5との間には、支持部材20が設けられている。支持部材20は、ボルト11によりフレーム4の上部水平部4aの底面に固定されている。   A support member 20 is provided between the upper horizontal portion 4 a of the frame 4 and the auxiliary beam 5. The support member 20 is fixed to the bottom surface of the upper horizontal portion 4 a of the frame 4 with bolts 11.

図5Aは、フレーム4の短手方向からみた支持部材20が設けられている近傍の断面図であり、図5Bは、建築誤差により補助梁5が傾いている状態を示す模式図である。   FIG. 5A is a cross-sectional view of the vicinity of the frame 4 where the support member 20 is provided as viewed from the short direction, and FIG. 5B is a schematic diagram showing a state where the auxiliary beam 5 is inclined due to a construction error.

図5Aの場合は、建築誤差が発生しておらず、設計通りに補助梁5が上階建屋梁3に取り付けられている。このとき、補助梁5の傾き角度θは0度であり、主枠体部材6の下面6b(上部水平部4a)と補助梁5の上面5aは平行状態である。   In the case of FIG. 5A, no construction error has occurred, and the auxiliary beam 5 is attached to the upper floor building beam 3 as designed. At this time, the inclination angle θ of the auxiliary beam 5 is 0 degree, and the lower surface 6b (upper horizontal portion 4a) of the main frame member 6 and the upper surface 5a of the auxiliary beam 5 are in a parallel state.

支持部材20は、球体を切断したような半球面体状の天頂部20aと、その周囲に形成されたスカート部20bとを備えている。支持部材20は、強度の高い低摩擦性の鋼板を成型して構成される。支持部材20のスカート部20bにはボルトを貫通させる貫通孔が形成されている。貫通孔に挿通したボルト11を締め込むことで、支持部材10が天頂部10aを補助梁5の上面部5aに向けた状態で主枠体部材6の下面部6bに固定される。本例では、支持部材20の天頂部20aの湾曲部分の中心が、補助梁5の上面部5aと接している。   The support member 20 includes a hemispherical zenith portion 20a obtained by cutting a sphere, and a skirt portion 20b formed around the zenith portion 20a. The support member 20 is formed by molding a high-strength, low-friction steel plate. A through-hole through which the bolt passes is formed in the skirt portion 20b of the support member 20. By tightening the bolt 11 inserted through the through hole, the support member 10 is fixed to the lower surface portion 6b of the main frame member 6 with the zenith portion 10a facing the upper surface portion 5a of the auxiliary beam 5. In this example, the center of the curved portion of the zenith portion 20 a of the support member 20 is in contact with the upper surface portion 5 a of the auxiliary beam 5.

図5Bは、建築誤差により、補助梁5が上階建屋梁3に対して、傾き角度θで取り付けられている状態を示す。従って、主枠体部材6の下面部6b(上部水平部4a)と補助梁5の上面5aは平行状態ではなく、補助梁5が内側に傾いた状態になっている。このため、支持部材20の天頂部20aの中心から少し離れた湾曲部分が、補助梁5の上面部5aと接している。   FIG. 5B shows a state in which the auxiliary beam 5 is attached to the upper floor building beam 3 at an inclination angle θ due to a construction error. Therefore, the lower surface portion 6b (upper horizontal portion 4a) of the main frame member 6 and the upper surface 5a of the auxiliary beam 5 are not in a parallel state, but the auxiliary beam 5 is inclined inward. For this reason, the curved portion slightly separated from the center of the zenith portion 20 a of the support member 20 is in contact with the upper surface portion 5 a of the auxiliary beam 5.

このように、本例によれば、建築誤差の有無に関わらず、常に支持部材20の天頂部20aの湾曲部分が補助梁5の上面部5aに接触する状態を保つことができる。すなわち、常に天頂部20aの湾曲部分が上面部5aに接しているので、支持部材20と補助梁5とを点接触させて、同じ接触面積に維持することができる。   Thus, according to this example, it is possible to always keep the curved portion of the zenith portion 20a of the support member 20 in contact with the upper surface portion 5a of the auxiliary beam 5 regardless of whether there is a construction error. That is, since the curved portion of the zenith portion 20a is always in contact with the upper surface portion 5a, the support member 20 and the auxiliary beam 5 can be brought into point contact to maintain the same contact area.

従来の乗客コンベアでは、建築誤差により補助梁5が傾いているような場合には、補助梁5の上面5aと主枠体部材6の下面6bとの間に傾き角度が発生する。このような状態で、補助梁5で上階建物梁3から落下した乗客コンベア1を保持すると、補助梁5の上面5aと主枠体部材6の下面6bの面接触ではなく、主枠体部材6の下面6bの先端角部と補助梁5の上面5aとが線接触する状態になる。この状態で、地震の揺れが加えられると、主枠体部材6と補助梁5とが線接触したり面接触したりするため、主枠体部材6(上部水平部4a)と補助梁5との接触面積が一定にならず、両者の間で生じる摺動抵抗が変化してしまう。これにより、乗客コンベア1側の主枠体部材6に加えられる負荷の大きさが不規則となり、乗客コンベア1が座屈して、最終的には破損してしまうおそれがあった。   In the conventional passenger conveyor, when the auxiliary beam 5 is inclined due to a construction error, an inclination angle is generated between the upper surface 5 a of the auxiliary beam 5 and the lower surface 6 b of the main frame member 6. In this state, when the passenger conveyor 1 dropped from the upper floor building beam 3 is held by the auxiliary beam 5, the main frame member is not the surface contact between the upper surface 5 a of the auxiliary beam 5 and the lower surface 6 b of the main frame member 6. The tip corners of the lower surface 6b of 6 and the upper surface 5a of the auxiliary beam 5 are in line contact. In this state, when an earthquake shake is applied, the main frame member 6 and the auxiliary beam 5 are brought into line contact or surface contact, so that the main frame member 6 (upper horizontal portion 4a) and the auxiliary beam 5 The contact area is not constant, and the sliding resistance generated between the two changes. Thereby, the magnitude | size of the load added to the main frame member 6 by the side of the passenger conveyor 1 became irregular, and there was a possibility that the passenger conveyor 1 might buckle and eventually be damaged.

これに対して、本例の乗客コンベア1によれば、支持部材10を介在させることにより、主枠体部材6と補助梁5とを点接触状態に保ち、主枠体部材6と補助梁5との接触面積を一定に保ち、両者の間で生じる摺動抵抗を安定させることができる。すなわち、支持部材10により、補助梁5と主枠体部材6との間に生じる傾き角度θのばらつきを吸収することができる。従って、建築誤差により補助梁5が傾いている場合であっても、乗客コンベア1にかかる負荷を一定にして、座屈により乗客コンベアが破損することを防止できる。   On the other hand, according to the passenger conveyor 1 of this example, by interposing the support member 10, the main frame member 6 and the auxiliary beam 5 are kept in a point contact state, and the main frame member 6 and the auxiliary beam 5 are maintained. The sliding area generated between the two can be stabilized by keeping the contact area with the constant. That is, the support member 10 can absorb the variation in the inclination angle θ generated between the auxiliary beam 5 and the main frame member 6. Therefore, even if the auxiliary beam 5 is inclined due to a construction error, it is possible to keep the load applied to the passenger conveyor 1 constant and prevent the passenger conveyor from being damaged by buckling.

本例の支持部材10の形状は半球面体としたが、支持部材10の主枠体部材6若しくは補助梁5と接触する部分に曲部を有していれば点接触状態にすることができる。なお、本例のように支持部材10の形状を半球面体状に構成することで、建築誤差により生じる全方向(360度)の傾き角度θのばらつきを吸収することができる。   Although the shape of the support member 10 in this example is a hemispherical body, a point contact state can be achieved as long as the support member 10 has a curved portion at a portion in contact with the main frame member 6 or the auxiliary beam 5. Note that, by forming the support member 10 in a hemispherical shape as in this example, it is possible to absorb variations in the inclination angle θ in all directions (360 degrees) caused by construction errors.

また、本例の乗客コンベア1によれば、例えば地震等により2つの建屋側受け部2a、3aの間の距離が大きくなって、非固定側鍔部7が上階受け部3aから外れた場合であっても、上部水平部4aの下側が補助梁5に設けられた支持部材10によって保持するので、乗客コンベア1の落下を防止できる。なお、支持部材10が上部水平部4aに接触しない状態で設けられている場合でも同様の効果を得ることができる。   Moreover, according to the passenger conveyor 1 of this example, when the distance between two building side receiving parts 2a and 3a becomes large, for example by an earthquake etc., and the non-fixed side collar part 7 remove | deviates from the upper floor receiving part 3a. Even so, since the lower side of the upper horizontal portion 4a is held by the support member 10 provided on the auxiliary beam 5, the passenger conveyor 1 can be prevented from falling. The same effect can be obtained even when the support member 10 is provided in a state where it does not contact the upper horizontal portion 4a.

また、支持部材10の存在により、補助梁5を設けることで上部水平面4aの底面と補助梁5の上面5aとの間に形成された空間部gを維持することができる。これにより、フレーム4の底部に設けられた油受や補強材のような部品が補助梁5に接触して破損することを防止できる。   Further, the presence of the support member 10 makes it possible to maintain the space g formed between the bottom surface of the upper horizontal surface 4 a and the upper surface 5 a of the auxiliary beam 5 by providing the auxiliary beam 5. Thereby, it is possible to prevent parts such as the oil receiver and the reinforcing material provided at the bottom of the frame 4 from coming into contact with the auxiliary beam 5 and being damaged.

さらに、支持部材10によって、上階受け部3aから外れたフレーム4の非固定側鍔部7が上階受け部3aの近くに保持される。これにより、地震等が治まった後、非固定側鍔部7を建屋側受け部3aに戻す作業を容易に行うことができる。   Further, the support member 10 holds the non-fixed side flange portion 7 of the frame 4 detached from the upper floor receiving portion 3a near the upper floor receiving portion 3a. Thereby, after an earthquake etc. settles, the operation | work which returns the non-fixed side collar part 7 to the building side receiving part 3a can be performed easily.

なお、本発明の乗客コンベアは、上述の各形態に限定されるものではなく、その他材料、構成等において本発明の構成を逸脱しない範囲において種々の変形、変更が可能であることはいうまでもない。例えば、乗客コンベアの一例であるエスカレーターに限定されず、乗客コンベアの他の例である動く歩道等に適用してもよい。   It should be noted that the passenger conveyor of the present invention is not limited to the above-described embodiments, and various modifications and changes can be made without departing from the configuration of the present invention in terms of other materials and configurations. Absent. For example, the present invention is not limited to an escalator that is an example of a passenger conveyor, and may be applied to a moving sidewalk that is another example of a passenger conveyor.

また、乗客コンベアは一端部を建屋側支持梁に非固定にする他に両端部を非固定としてもよい。この場合には、補助梁を乗客コンベアの両端部に設置すればよい。   Moreover, a passenger conveyor is good also as non-fixing both ends other than unfixing one end part to a building side support beam. In this case, auxiliary beams may be installed at both ends of the passenger conveyor.

1・・・乗客コンベア、2・・・下階建屋、2a・・・下階受け部、3・・・上階建屋、3a・・・上階受け部、4・・・フレーム、4a・・・上部水平部、4b・・・傾斜部、4c・・・下部水平部、5・・・補助梁、6・・・主枠体部材、7・・・非固定側鍔部、8・・・手摺り、9・・・固定側鍔部、10、20・・・支持部材、11・・・ボルト
DESCRIPTION OF SYMBOLS 1 ... Passenger conveyor, 2 ... Lower floor building, 2a ... Lower floor receiving part, 3 ... Upper floor building, 3a ... Upper floor receiving part, 4 ... Frame, 4a ... Upper horizontal portion, 4b ... inclined portion, 4c ... lower horizontal portion, 5 ... auxiliary beam, 6 ... main frame member, 7 ... non-fixed side collar, 8 ... Handrail, 9 ... Fixed side collar, 10, 20 ... Support member, 11 ... Bolt

Claims (4)

2つの建屋側支持梁の間に跨って配置される少なくとも一部に水平部を有するフレームと、前記フレーム内において無端状に連結されて循環移動する複数の踏段とを有する乗客コンベアにおいて、
前記フレームの長手方向の少なくとも一方の端部に設けられた、前記建屋側支持梁に対して接離可能に連結された非固定側連結部と、
前記非固定側連結部が設けられている側の前記フレームの水平部の下方に、前記水平部との間に空間部を形成するように設けられた追加建築梁と、
前記空間部に、前記建屋側支持梁との連結が外れて落下した前記フレームを支持するための湾曲部を有する支持部材と、を設けた
乗客コンベア。
In a passenger conveyor having a frame having a horizontal portion at least partially disposed between two building-side support beams, and a plurality of steps connected in an endless manner and circulatingly moved in the frame,
A non-fixed side connecting portion that is provided at at least one end in the longitudinal direction of the frame and is connected to the building-side support beam so as to be able to contact and separate;
An additional building beam provided below the horizontal portion of the frame on the side where the non-fixed side connecting portion is provided, so as to form a space between the horizontal portion, and
A passenger conveyor provided with a support member having a curved portion for supporting the frame that has fallen out of connection with the building-side support beam in the space portion.
前記支持部材は、前記湾曲部を前記水平部に対向させた状態で、前記追加建築梁に固定されている
請求項1に記載の乗客コンベア。
The passenger conveyor according to claim 1, wherein the support member is fixed to the additional building beam in a state where the curved portion is opposed to the horizontal portion.
前記支持部材は、前記湾曲部を前記追加建築梁に対向させた状態で、前記水平部に固定されている
請求項1に記載の乗客コンベア。
The passenger conveyor according to claim 1, wherein the support member is fixed to the horizontal portion in a state where the curved portion faces the additional building beam.
前記支持部材は、半球面体形状に構成されており、前記湾曲部は前記半球面体形状の一部である
請求項2又は3に記載の乗客コンベア。

The passenger conveyor according to claim 2 or 3, wherein the support member is configured in a hemispherical shape, and the curved portion is a part of the hemispherical shape.

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Citations (7)

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Publication number Priority date Publication date Assignee Title
JP2000255954A (en) * 1999-03-05 2000-09-19 Toshiba Corp Truss support device for man conveyor
US6637580B1 (en) * 2002-12-05 2003-10-28 Terryle L. Sneed Telescoping escalator seismic restraint
JP2007290785A (en) * 2006-04-21 2007-11-08 Toshiba Elevator Co Ltd Falling prevention device of truss
JP2014012562A (en) * 2012-07-03 2014-01-23 Toshiba Elevator Co Ltd Passenger conveyor
JP2015160720A (en) * 2014-02-28 2015-09-07 株式会社日立製作所 passenger conveyor
JP2016078955A (en) * 2014-10-14 2016-05-16 株式会社日立製作所 Passenger conveyor
WO2017026053A1 (en) * 2015-08-11 2017-02-16 三菱電機株式会社 Truss support device for passenger conveyor

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000255954A (en) * 1999-03-05 2000-09-19 Toshiba Corp Truss support device for man conveyor
US6637580B1 (en) * 2002-12-05 2003-10-28 Terryle L. Sneed Telescoping escalator seismic restraint
JP2007290785A (en) * 2006-04-21 2007-11-08 Toshiba Elevator Co Ltd Falling prevention device of truss
JP2014012562A (en) * 2012-07-03 2014-01-23 Toshiba Elevator Co Ltd Passenger conveyor
JP2015160720A (en) * 2014-02-28 2015-09-07 株式会社日立製作所 passenger conveyor
JP2016078955A (en) * 2014-10-14 2016-05-16 株式会社日立製作所 Passenger conveyor
WO2017026053A1 (en) * 2015-08-11 2017-02-16 三菱電機株式会社 Truss support device for passenger conveyor

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