JP6336832B2 - Passenger conveyor equipment - Google Patents

Passenger conveyor equipment Download PDF

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JP6336832B2
JP6336832B2 JP2014132023A JP2014132023A JP6336832B2 JP 6336832 B2 JP6336832 B2 JP 6336832B2 JP 2014132023 A JP2014132023 A JP 2014132023A JP 2014132023 A JP2014132023 A JP 2014132023A JP 6336832 B2 JP6336832 B2 JP 6336832B2
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body frame
main body
receiving beam
passenger conveyor
side receiving
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JP2016011169A (en
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健太郎 関口
健太郎 関口
宣孝 堀江
宣孝 堀江
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Hitachi Ltd
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Description

本発明は、乗客コンベア装置に関する。   The present invention relates to a passenger conveyor device.

エスカレータ装置に代表される乗客コンベア装置は、建築構造物(建築構造体)の上階床と下階床との間に架設され、上階床に連なる上部水平部と、下階床に連なる下部水平部と、上部水平部と下部水平部との間に形成される傾斜部とを有する本体枠と、この本体枠の両終端部に設けられ、建築構造物の建屋側受梁に支持される本体枠側受梁(例えば支持アングル)とを備えている。   A passenger conveyor device represented by an escalator device is constructed between an upper floor and a lower floor of a building structure (building structure), and has an upper horizontal portion connected to the upper floor and a lower portion connected to the lower floor. A main body frame having a horizontal portion and an inclined portion formed between the upper horizontal portion and the lower horizontal portion, and provided at both end portions of the main body frame and supported by the building-side receiving beam of the building structure A main body frame side receiving beam (for example, a support angle).

そして、地震動や各種振動により建築構造体において発生する層間変形に対応可能とするため、本体枠の一方の支持アングルを一方の建築構造体に対して移動不能に固定すると共に、本体枠の他方の支持アングルを他方の建築構造体に移動可能としたものがある。例えば、特許文献1には、本体枠の一方の終端部を建築構造体に対して移動不能に固定する固定側部と、本体枠の他方の終端部を建築構造体に載置する載置側部とを備えるとともに、本体枠と、載置側部の位置する建築構造体との間に、本体枠の長手方向の移動を可能にする間隔を有し、本体枠の長手方向の移動による建築構造体との間の位置ずれに対して、その長手方向にのみ追従可能な滑動部を載置側部に備えることが記載されている。   And in order to be able to cope with the interlayer deformation that occurs in the building structure due to seismic motion and various vibrations, one support angle of the main body frame is fixed immovably to one building structure, and the other of the main body frame is fixed Some support angles are movable to the other building structure. For example, Patent Document 1 discloses that a fixed side portion that fixes one end portion of a main body frame so as to be immovable with respect to a building structure, and a placement side on which the other end portion of the main body frame is placed on the building structure. A space between the main body frame and the building structure on which the placement side portion is located, which allows the main body frame to move in the longitudinal direction, and is constructed by moving the main body frame in the longitudinal direction. It is described that the mounting side portion is provided with a sliding portion that can follow only the longitudinal direction of the positional deviation with respect to the structure.

特開2001−158585号公報JP 2001-158585 A

ここで、特許文献1のように構成される乗客コンベア装置にあっては、層間変形により上階床側の建屋側受梁と下階床側の建屋側受梁との間の梁間寸法が短くなった場合に、本体枠に圧縮力が作用して本体枠が破損することを防ぐため、想定される層間変形量より長い寸法を有する間隙を本体枠と建屋側受梁との間に設けている。また、このような比較的長尺の寸法を有する間隙を確保することに伴い、層間変形により梁間寸法が長くなった場合も想定し、支持アングルの建屋側受梁へのかかり代は十分な長さ寸法とする必要がある。   Here, in the passenger conveyor device configured as in Patent Document 1, the inter-beam dimension between the upper-floor side building-side receiving beam and the lower-floor side building-side receiving beam is short due to interlayer deformation. In order to prevent the main body frame from being damaged due to the compressive force acting on the main body frame, a gap having a dimension longer than the assumed interlayer deformation is provided between the main body frame and the building side receiving beam. Yes. Also, assuming that the gap between the beams becomes longer due to inter-layer deformation due to securing such a gap having a relatively long dimension, the allowance of the support angle to the building-side receiving beam is sufficiently long. It is necessary to make the dimensions.

しかしながら、特許文献1に記載されるような耐震構造を備えた乗客コンベア装置を設置するためには、上階床側の建屋側受梁と下階床側の建屋側受梁との間の梁間寸法を所定の値とすることが必須となる。すなわち、想定される層間変形量より長い寸法を有する間隙を本体枠と建屋側受梁との間に設けるため、梁間寸法も長く設定する必要がある。しかしながら、新設の建築構造物であれば問題ないが、既設の建築構造物の場合、梁間寸法を変えることができないことが障害となり、乗客コンベア装置をリニューアルする際に前述のような耐震構造を備えたものを設置することができないという課題があった。   However, in order to install a passenger conveyor device having an earthquake-resistant structure as described in Patent Document 1, there is a gap between beams between a building-side receiving beam on the upper floor side and a building-side receiving beam on the lower floor side. It is essential to set the dimension to a predetermined value. That is, since a gap having a dimension longer than the assumed amount of interlayer deformation is provided between the main body frame and the building-side receiving beam, it is necessary to set the dimension between the beams longer. However, if it is a new building structure, there is no problem. However, in the case of an existing building structure, the inability to change the beam-to-beam dimension becomes an obstacle, and the above-mentioned earthquake-resistant structure is provided when renewing the passenger conveyor device. There was a problem that it could not be installed.

本発明は、前述した従来技術における実状からなされたもので、その目的は、建築構造物の梁間寸法を変えることを要さずに、層間変形により本体枠が落下することを防止することのできる乗客コンベア装置を提供することにある。   The present invention has been made from the above-described prior art, and the object thereof is to prevent the body frame from dropping due to interlayer deformation without requiring the change of the inter-beam dimension of the building structure. It is to provide a passenger conveyor device.

前記目的を達成するために、本発明は、建築構造物の上階床と下階床との間に架設され
、前記上階床に連なる上部水平部と、前記下階床に連なる下部水平部と、前記上部水平部と前記下部水平部との間に形成される傾斜部とを有する本体枠と、前記本体枠の両終端部に設けられ、前記建築構造物の建屋側受梁に支持される本体枠側受梁とを備えた乗客コンベア装置において、前記本体枠は、前記上部水平部及び前記下部水平部の少なくとも一方に、前記本体枠の他の領域より低剛性とされ、前記本体枠の長手方向に作用する圧縮力により前記本体枠の他の領域より優先的に圧縮可能な圧縮領域を有し、前記圧縮領域は、前記本体枠を構成する水平方向に延在する主弦材に切り欠きを有することにより形成されることを特徴としている。
In order to achieve the above object, the present invention provides an upper horizontal part that is constructed between an upper floor and a lower floor of a building structure, and that is connected to the upper floor, and a lower horizontal part that is connected to the lower floor. And a main body frame having an inclined portion formed between the upper horizontal portion and the lower horizontal portion, and provided at both end portions of the main body frame, and supported by a building-side receiving beam of the building structure. The main body frame is provided with at least one of the upper horizontal portion and the lower horizontal portion to be lower in rigidity than other regions of the main body frame, and the main body frame. A compression region that can be compressed preferentially over other regions of the main body frame by a compressive force acting in the longitudinal direction of the main frame material, and the compression region is a main chord material that extends in the horizontal direction constituting the main body frame. It is characterized that you are formed by having a notch.

本発明によれば、層間変形により本体枠に過大の圧縮力が作用した場合に、上部または下部の水平部に設けられた圧縮領域を積極的に圧縮して圧縮力を吸収し、本体枠の他の領域が変形することを防ぎ、これによって、変形の影響が少ない水平部以外の想定外の箇所で本体枠変形が起きて、機器の故障や本体枠が落下することを防ぐことができる。また、圧縮に伴い本体枠全体の長さ寸法が短くなっても、本体枠側受梁に設けられた延長部材により建屋側受梁とのかかり代が確保されており、本体枠が落下することを防止することができる。したがって、既設の建築構造物の乗客コンベア装置をリニューアルする際、建築構造物の梁間寸法を変えることができないことに伴い、十分な長さ寸法の間隙を本体枠と建屋側受梁との間に設けることができず、本体枠の圧縮リスクが高くなっても、圧縮により本体枠が落下することを防止できる。   According to the present invention, when an excessive compressive force is applied to the main body frame due to the interlayer deformation, the compressive area provided in the upper or lower horizontal portion is positively compressed to absorb the compressive force. It is possible to prevent other regions from being deformed, and thereby prevent the main body frame from being deformed at an unexpected location other than the horizontal portion where the influence of the deformation is small, thereby preventing the breakdown of the device or the main body frame from dropping. In addition, even if the overall length of the main frame is shortened due to compression, the extension of the main frame receiving beam secures the allowance for the building receiving beam and the main frame falls. Can be prevented. Therefore, when renewing a passenger conveyor device for an existing building structure, the gap between the beams of the building structure cannot be changed, so that a sufficiently long gap is provided between the main body frame and the building-side receiving beam. Even if it cannot be provided and the risk of compression of the main body frame increases, the main body frame can be prevented from dropping due to compression.

本発明が適用される乗客コンベア装置の概略構成図である。It is a schematic block diagram of the passenger conveyor apparatus with which this invention is applied. 本発明に係る乗客コンベア装置の一実施例を示す上部水平部の側面図である。It is a side view of the upper horizontal part which shows one Example of the passenger conveyor apparatus which concerns on this invention. 図2のA−A線に沿う縦断面図である。It is a longitudinal cross-sectional view which follows the AA line of FIG. 図2のB−B線に沿う縦断面図である。It is a longitudinal cross-sectional view which follows the BB line of FIG. 圧縮領域が圧縮した状態を示す上部水平部の側面図である。It is a side view of the upper horizontal part which shows the state which the compression area | region compressed.

本発明の実施例を、図面を参照しながら説明する。尚、各図において、同一又は類似の構成要素には同じ符号を付し、説明を省略する。   Embodiments of the present invention will be described with reference to the drawings. In the drawings, the same or similar components are denoted by the same reference numerals and description thereof is omitted.

本実施例の乗客コンベア装置1は、例えば、既設の建築構造物にリニューアル設置されたものであり、建築構造物の上階床2と下階床3との間に架設され、上階床2に連なる上部水平部4aと、下階床3に連なる下部水平部4bと、上部水平部4aと下部水平部4bとの間に形成される傾斜部4cとを有する本体枠4を備えている。   The passenger conveyor apparatus 1 of the present embodiment is, for example, renewed and installed in an existing building structure, and is constructed between the upper floor 2 and the lower floor 3 of the building structure, and the upper floor 2 A main body frame 4 having an upper horizontal portion 4a continuous to the lower floor 3, a lower horizontal portion 4b continuous to the lower floor 3, and an inclined portion 4c formed between the upper horizontal portion 4a and the lower horizontal portion 4b.

本体枠4は、左右一対の上弦材5及び下弦材6と、これらを連結する複数の縦材7と、左右対となる縦材7を連結する横材8とを有して構成されている。尚、上弦材5及び下弦材6は本体枠4の長手方向に延在する主弦材として機能する。   The main body frame 4 includes a pair of left and right upper chord members 5 and lower chord members 6, a plurality of vertical members 7 that connect these members, and a cross member 8 that connects the vertical members 7 that are paired left and right. . The upper chord member 5 and the lower chord member 6 function as main chord members extending in the longitudinal direction of the main body frame 4.

上部水平部4aの終端部には例えば支持アングルなどの本体枠側受梁9が設けられると共に、上階床2には、本体枠側受梁9を支持する建屋側受梁10が形成されている。本体枠側受梁9は建屋側受梁10に固定されており、固定部Aを構成している。   A body frame-side receiving beam 9 such as a support angle is provided at the terminal end of the upper horizontal portion 4a, and a building-side receiving beam 10 that supports the body frame-side receiving beam 9 is formed on the upper floor 2. Yes. The main body frame side receiving beam 9 is fixed to the building side receiving beam 10 and constitutes a fixed portion A.

下部水平部4bの終端部には例えば支持アングルなどの本体枠側受梁11が設けられると共に、下階床3には、本体枠側受梁11を支持する建屋側受梁12が形成されている。本体枠側受梁11は、詳細な説明は省くが建屋側受梁12に相対移動可能に載置され、非固定部Bを構成している。すなわち、地震などで上階床2と下階床3間において層間変形による層間変位が発生し、外力が本体枠4の長手方向に作用した場合、図示しない滑動構造を介して本体枠4が長手方向に移動することにより、本体枠4の長手方向に大きな圧縮力が作用することを防ぐようになっている。   A body frame side receiving beam 11 such as a support angle is provided at the terminal end of the lower horizontal portion 4b, and a building side receiving beam 12 that supports the body frame side receiving beam 11 is formed on the lower floor 3. Yes. Although not described in detail, the main body frame side receiving beam 11 is placed on the building side receiving beam 12 so as to be relatively movable, and constitutes a non-fixed portion B. That is, when an interlayer displacement due to interlayer deformation occurs between the upper floor 2 and the lower floor 3 due to an earthquake or the like and an external force is applied in the longitudinal direction of the main body frame 4, the main body frame 4 is elongated through a sliding structure (not shown). By moving in the direction, a large compressive force is prevented from acting in the longitudinal direction of the main body frame 4.

そして、本実施例の乗客コンベア装置1は、建築構造物の梁間寸法を変えることを要さずに、層間変形により本体枠4が落下することを防止するために工夫が施してある。具体的には、図2に示すように、上部水平部4aに、本体枠4の他の領域より低剛性とされ、本体枠4の長手方向に作用する圧縮力により本体枠4の他の領域より優先的に圧縮可能な圧縮領域13を設けると共に、本体枠側受梁9に、建屋側受梁10とのかかり代を延長する延長部材14を設けている。この延長部材14の分だけ、リニューアル前のかかり代よりも延長されている。圧縮領域13は、本体枠4構成する水平方向に延在する主弦材である上弦材5に、切り欠き15が備えられており、これによって本体枠4の他の領域より低剛性とすることで圧縮領域13が形成されている。   And the passenger conveyor apparatus 1 of a present Example is devised in order to prevent that the main body frame 4 falls by interlayer deformation, without changing the dimension between beams of a building structure. Specifically, as shown in FIG. 2, the upper horizontal portion 4 a has a lower rigidity than other regions of the main body frame 4, and the other regions of the main body frame 4 are compressed by a compressive force acting in the longitudinal direction of the main body frame 4. A compression region 13 that can be compressed more preferentially is provided, and an extension member 14 that extends a contact amount with the building side receiving beam 10 is provided on the main body frame side receiving beam 9. The extension member 14 is extended beyond the cost before renewal. The compression region 13 is provided with a notch 15 in the upper chord member 5 which is a main chord member extending in the horizontal direction constituting the main body frame 4, and thereby has a lower rigidity than other regions of the main body frame 4. Thus, a compression region 13 is formed.

圧縮領域13と隣接する位置には、補強部材16、すなわち、上弦材5と下弦材6との間に設けられる追加縦材16a、16bが設けられている。これらの追加縦材16a、16bの間に、上弦材5の切り欠き15が配置されている。また、追加縦材16a、16bには、圧縮領域13に沿って延設され、圧縮された圧縮領域13を支持可能な受け部材17が備えられている。受け部材17は、図3及び図4にも示すように、追加縦材16aに支持され、追加縦材16bに向かって延設される平鋼17aと、追加縦材16bに支持されると共に、追加縦材16aに向かって延設され、かつ、L字状の断面を有し、その水平辺が平鋼17aの上端に位置するように配置されるL鋼17bとで構成されている。   Reinforcing members 16, that is, additional vertical members 16 a and 16 b provided between the upper chord material 5 and the lower chord material 6 are provided at positions adjacent to the compression region 13. A notch 15 of the upper chord material 5 is disposed between the additional vertical members 16a and 16b. Further, the additional vertical members 16 a and 16 b are provided with a receiving member 17 that extends along the compression region 13 and can support the compressed compression region 13. As shown in FIGS. 3 and 4, the receiving member 17 is supported by the additional vertical member 16a and is supported by the flat steel 17a extending toward the additional vertical member 16b and the additional vertical member 16b. It extends toward the additional vertical member 16a, and has an L-shaped cross section, and is composed of an L steel 17b arranged so that its horizontal side is located at the upper end of the flat steel 17a.

本体枠4の屈曲部、すなわち、上部水平部4aと傾斜部4cとの間には、折れ点補強部材18が設けられている。尚、下部水平部4bと傾斜部4cとの間にも、同様に折れ点補強部材18が設けるようにしてもよい。   A bending point reinforcing member 18 is provided between the bent portion of the main body frame 4, that is, between the upper horizontal portion 4a and the inclined portion 4c. In addition, you may make it provide the break point reinforcement member 18 similarly between the lower horizontal part 4b and the inclination part 4c.

本実施例にあっては、例えば地震動により上階床2と下階床3との間において本体枠4の長手方向に層間変形が発生した場合、非固定部Bの滑動構造を介して本体枠4が長手方向に移動し、本体枠4の長手方向に大きな圧縮力が作用することを防ぐようになっている。ところが、小規模乃至中規模の地震では長手方向の層間変形量はさほど大きくはなく、非固定部Bの変位で対応できるものの、大規模の地震では層間変形量が大きくなることから、過大な圧縮力が本体枠4の長手方向に作用する。この圧縮力により所定値以上の荷重が本体枠4に作用したとき、図5に示すように、上弦材5に形成された切り欠き15により本体枠4の他の領域より低剛性とされた圧縮領域13が本体枠4の他の領域より優先的に変形し圧縮される。このとき、上弦材5と下弦材6との間に設けられる補強部材16(追加縦材16a、16b)及び本体枠4の屈曲部に設けられる折れ点補強部材18の存在により、圧縮領域13周辺が強剛性とされていることにより、確実に圧縮領域13が変形する。   In this embodiment, for example, when an interlayer deformation occurs in the longitudinal direction of the main body frame 4 between the upper floor 2 and the lower floor 3 due to an earthquake motion, the main body frame is interposed via the sliding structure of the non-fixed portion B. 4 moves in the longitudinal direction, and a large compressive force is prevented from acting in the longitudinal direction of the main body frame 4. However, the amount of inter-layer deformation in the longitudinal direction is not so large in small-scale to medium-scale earthquakes and can be accommodated by the displacement of the non-fixed portion B, but the amount of inter-layer deformation is large in large-scale earthquakes. A force acts in the longitudinal direction of the main body frame 4. When a load of a predetermined value or more is applied to the main body frame 4 by this compression force, as shown in FIG. 5, the compression is made to have a lower rigidity than other regions of the main body frame 4 by the notches 15 formed in the upper chord material The region 13 is preferentially deformed and compressed over the other regions of the main body frame 4. At this time, due to the presence of the reinforcing member 16 (additional vertical members 16 a and 16 b) provided between the upper chord member 5 and the lower chord member 6 and the break point reinforcing member 18 provided at the bent portion of the main body frame 4, Is strongly rigid, the compression region 13 is reliably deformed.

この圧縮に伴い本体枠4全体の長さ寸法、特に上部水平部4aの上弦材5の長さ寸法が短くなるが、本体枠側受梁9に設けられた延長部材14により建屋側受梁10とのかかり代が確保され、本体枠4が落下することを防止する。   With this compression, the overall length of the main body frame 4, particularly the length of the upper chord material 5 of the upper horizontal portion 4 a is shortened, but the building side receiving beam 10 is provided by the extension member 14 provided on the main body frame side receiving beam 9. Is secured to prevent the body frame 4 from falling.

また、圧縮領域13の変形に伴い上弦材5の剛性が低下するが、受け部材17により本体枠4の荷重を支持するために必要な強度が確保される。すなわち、圧縮領域13の圧縮により、追加縦材16aに支持される平鋼17aが追加縦材16bに支持されるL鋼17b方向に変位し、平鋼17aの上端がL鋼17bの水平辺下面に沿って潜り込み、本体枠4の荷重がL鋼17bを介して平鋼17aによっても支えられる形となり必要な強度が確保される。   In addition, the rigidity of the upper chord member 5 decreases with the deformation of the compression region 13, but the strength necessary for supporting the load of the main body frame 4 by the receiving member 17 is ensured. That is, the compression of the compression region 13 causes the flat steel 17a supported by the additional vertical member 16a to be displaced in the direction of the L steel 17b supported by the additional vertical member 16b, and the upper end of the flat steel 17a is the lower side of the horizontal side of the L steel 17b. And the load of the main body frame 4 is supported by the flat steel 17a via the L steel 17b, and the necessary strength is ensured.

本実施例によれば、層間変形により本体枠4に過大の圧縮力が作用した場合に、上部水平部に設けられた圧縮領域13を積極的に圧縮して圧縮力を吸収し、本体枠4の他の領域が変形することを防ぎ、これによって、変形の影響が少ない水平部以外の想定外の箇所で本体枠変形が起きて、機器の故障や本体枠4が落下することを防ぐことができる。また、圧縮に伴い本体枠4全体の長さ寸法が短くなっても、本体枠側受梁9に設けられた延長部材14により建屋側受梁10とのかかり代が確保されており、本体枠4が落下することを防止することができる。したがって、既設の建築構造物の乗客コンベア装置をリニューアルする際、建築構造物の梁間寸法を変えることができないことに伴い、十分な長さ寸法の間隙を本体枠4と建屋側受梁10、12との間に設けることができず、本体枠4の圧縮リスクが高くなっても、圧縮により本体枠4が落下することを防止できる。   According to the present embodiment, when an excessive compressive force is applied to the main body frame 4 due to interlayer deformation, the compressive region 13 provided in the upper horizontal portion is positively compressed to absorb the compressive force, and the main body frame 4 This prevents the other area from being deformed, thereby preventing the main body frame from being deformed at an unexpected location other than the horizontal part where the influence of the deformation is small, and preventing the breakdown of the device or the main body frame 4 from falling. it can. Even if the overall length of the main body frame 4 is shortened due to compression, the extension member 14 provided on the main body frame side receiving beam 9 secures the allowance for the building side receiving beam 10. 4 can be prevented from falling. Accordingly, when the passenger conveyor device of an existing building structure is renewed, the dimension between the beams of the building structure cannot be changed, so that the gap between the main body frame 4 and the building-side receiving beams 10 and 12 is provided. Even if the compression risk of the main body frame 4 increases, it is possible to prevent the main body frame 4 from falling due to compression.

また、圧縮領域13に、切り欠き15を設けることにより、簡易な方法で圧縮領域13を所望の剛性とすることができる。   Moreover, by providing the notch 15 in the compression area | region 13, the compression area | region 13 can be made into desired rigidity by a simple method.

さらに、本体枠4の圧縮領域13と隣接する位置に補強部材16を設けると共に、本体枠4の屈曲部に、折れ点補強部材18を設けたことにより、圧縮領域13とその周囲の剛性との差異を大きくし、確実に圧縮領域13が変形することを促すことができる。   Further, the reinforcing member 16 is provided at a position adjacent to the compression region 13 of the main body frame 4 and the bending point reinforcing member 18 is provided at the bent portion of the main body frame 4, so that the compression region 13 and its surrounding rigidity can be reduced. The difference can be increased, and the compression region 13 can be surely deformed.

さらにまた、補強部材16に支持されると共に、圧縮領域13に沿って延設され、圧縮された圧縮領域13を支持可能な受け部材17を備えたことにより、圧縮領域13の変形・破損に伴い上弦材5の剛性が低下しても、本体枠4の荷重を支持するために必要な強度を確保することができる。   In addition, since the receiving member 17 that is supported by the reinforcing member 16 and extends along the compression region 13 and can support the compressed compression region 13 is provided, the deformation and breakage of the compression region 13 can be achieved. Even if the rigidity of the upper chord member 5 is lowered, the strength necessary for supporting the load of the main body frame 4 can be ensured.

尚、これまでの説明では圧縮領域13を上部水平部4aに設ける例を説明してきたが、これに限られず、圧縮領域13を下部水平部4bに設けるようにしてもよい。あるいは、圧縮領域13を上部水平部4aと下部水平部4bとの両方に設けるようにしてもよい。   In the above description, the example in which the compression region 13 is provided in the upper horizontal portion 4a has been described. However, the present invention is not limited thereto, and the compression region 13 may be provided in the lower horizontal portion 4b. Or you may make it provide the compression area | region 13 in both the upper horizontal part 4a and the lower horizontal part 4b.

ここで、圧縮領域13は、上部水平部4aに設けた方が、安定した圧縮領域13の圧縮を実現することができる。すなわち、上階床2と下階床3との間に架設される乗客コンベア装置1の本体枠4に圧縮力が作用すると、階高寸法分だけ離れた位置に力が作用する偏心状態なるため、上部水平部4aには浮き上がり方向、下部水平部4bには沈み込み方向のモーメントが発生する。このモーメントと圧縮方向が一致する上部水平部4aに圧縮領域13を設けた方がより安定して圧縮を実現することができる。下部水平部4bに圧縮領域を設けることもできるが、この場合、前述したモーメントと圧縮方向が抗力の関係となり、設計上意図しない大きな剛性が圧縮領域に生じ、安定した圧縮を実現することができない虞がある。   Here, the compression area | region 13 can implement | achieve the compression of the stable compression area | region 13 the one provided in the upper horizontal part 4a. That is, when a compressive force is applied to the main body frame 4 of the passenger conveyor device 1 installed between the upper floor 2 and the lower floor 3, an eccentric state occurs in which the force is applied to a position separated by the floor height dimension. The upper horizontal portion 4a generates a moment in the floating direction, and the lower horizontal portion 4b generates a moment in the sinking direction. The compression can be realized more stably by providing the compression region 13 in the upper horizontal portion 4a in which the moment and the compression direction coincide. Although it is possible to provide a compression region in the lower horizontal portion 4b, in this case, the moment and the compression direction described above have a drag relationship, and a large rigidity unintended in design occurs in the compression region, so that stable compression cannot be realized. There is a fear.

以上、本発明の実施例を説明してきたが、これまでの実施例で説明した構成はあくまで一例であり、本発明は、技術思想を逸脱しない範囲内で適宜変更が可能である。   The embodiments of the present invention have been described above. However, the configurations described in the embodiments so far are only examples, and the present invention can be appropriately changed without departing from the technical idea.

1 乗客コンベア装置
2 上階床
3 下階床
4 本体枠
4a 上部水平部
4b 下部水平部
4c 傾斜部
5 上弦材
6 下弦材
7 縦材
8 横材
9 本体枠側受梁(支持アングル)
10 建屋側受梁
11 本体枠側受梁(支持アングル)
12 建屋側受梁
13 圧縮領域
14 延長部材
15 切り欠き
16 補強部材
16a、16b 追加縦材
17 受け部材
17a 平鋼
17b L鋼
18 折れ点補強部材
A 固定部
B 非固定部
DESCRIPTION OF SYMBOLS 1 Passenger conveyor apparatus 2 Upper floor 3 Lower floor 4 Main body frame 4a Upper horizontal part 4b Lower horizontal part 4c Inclined part 5 Upper chord material 6 Lower chord material 7 Vertical material 8 Horizontal material 9 Main frame side receiving beam (support angle)
10 Building side receiving beam 11 Body frame side receiving beam (support angle)
12 Building side receiving beam 13 Compression region 14 Extension member 15 Notch 16 Reinforcing member 16a, 16b Additional vertical member 17 Receiving member 17a Flat steel 17b L steel 18 Folding point reinforcing member A Fixed part B Non-fixed part

Claims (5)

建築構造物の上階床と下階床との間に架設され、前記上階床に連なる上部水平部と、前記下階床に連なる下部水平部と、前記上部水平部と前記下部水平部との間に形成される傾斜部とを有する本体枠と、前記本体枠の両終端部に設けられ、前記建築構造物の建屋側受梁に支持される本体枠側受梁とを備えた乗客コンベア装置において、
前記本体枠は、前記上部水平部及び前記下部水平部の少なくとも一方に、前記本体枠の他の領域より低剛性とされ、前記本体枠の長手方向に作用する圧縮力により前記本体枠の他の領域より優先的に圧縮可能な圧縮領域を有すると共に、前記本体枠側受梁は、前記建屋側受梁とのかかり代を延長する延長部材を有し、
前記圧縮領域は、前記本体枠を構成する水平方向に延在する主弦材に切り欠きを有することにより形成されることを特徴とする乗客コンベア装置。
An upper horizontal part that is constructed between the upper floor and the lower floor of the building structure, and that is continuous with the upper floor; a lower horizontal part that is continuous with the lower floor; the upper horizontal part and the lower horizontal part; Passenger conveyor comprising: a main body frame having an inclined portion formed between the main body frame; and a main body frame side receiving beam provided at both end portions of the main body frame and supported by a building side receiving beam of the building structure In the device
The main body frame has a lower rigidity than the other regions of the main body frame in at least one of the upper horizontal portion and the lower horizontal portion, and the main body frame is compressed by a compressive force acting in the longitudinal direction of the main body frame. The main body frame side receiving beam has an extension member that extends a margin of contact with the building side receiving beam, and has a compression region that can be compressed preferentially over an area .
The compression region is the customer conveyor riding, characterized in that it is formed by having a notch Shutsuru member extending in a horizontal direction constituting the body frame.
前記本体枠は、前記圧縮領域と隣接する位置に設けられた補強部材を有することを特徴とする請求項1に記載の乗客コンベア装置。   The passenger conveyor device according to claim 1, wherein the main body frame has a reinforcing member provided at a position adjacent to the compression region. 前記補強部材に支持されると共に、前記圧縮領域に沿って延設され、圧縮された前記圧縮領域を支持可能な受け部材を備えたことを特徴とする請求項2に記載の乗客コンベア装置。 The passenger conveyor device according to claim 2, further comprising a receiving member that is supported by the reinforcing member, extends along the compression region, and can support the compressed compression region. 前記圧縮領域は、前記上部水平部に設けられることを特徴とする請求項1に記載の乗客コンベア装置。   The passenger conveyor device according to claim 1, wherein the compression region is provided in the upper horizontal portion. 前記本体枠は、前記上部水平部または前記下部水平部と前記傾斜部との間の屈曲部に、折れ点補強部材を有することを特徴とする請求項1に記載の乗客コンベア装置。   2. The passenger conveyor device according to claim 1, wherein the main body frame has a break point reinforcing member at a bent portion between the upper horizontal portion or the lower horizontal portion and the inclined portion.
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