JP2011173696A - Main frame of passenger conveyor - Google Patents

Main frame of passenger conveyor Download PDF

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JP2011173696A
JP2011173696A JP2010039677A JP2010039677A JP2011173696A JP 2011173696 A JP2011173696 A JP 2011173696A JP 2010039677 A JP2010039677 A JP 2010039677A JP 2010039677 A JP2010039677 A JP 2010039677A JP 2011173696 A JP2011173696 A JP 2011173696A
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main frame
load transmission
transmission member
passenger conveyor
plate
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JP5050067B2 (en
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Ko Tanaka
航 田中
Masato Nakayama
真人 中山
Birei Dosono
美礼 堂薗
Hirobumi Utsunomiya
博文 宇津宮
Takaaki Gunchi
孝昭 軍地
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Hitachi Ltd
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Hitachi Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To reduce or avoid the occurrence of a high stress part and local deformation in a face plate, in a main frame of a passenger conveyor constituted of the face plate. <P>SOLUTION: This main frame of the passenger conveyor is provided for installing a side surface plate 10 of the passenger conveyor constituted of the face plate of a plate thickness t1 in a building via a receiving beam 101 of a plate thickness t3. In this case, a load transmission member 501 having a plane 501B turning in at least the main frame width direction, a plane 501A turning in the main frame longitudinal direction and a plane 501C turning in the vertical direction, is constituted by using a member of a plate thickness t2 existing in the relationship of t1<t2<t3, and the side surface plate 10 and the receiving beam 101 are connected by using this load transmission member 501, to thereby reduce or avoid the occurrence of the high stress part to the side surface plate 10. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明はエスカレーターや電動道路等の乗客コンベアに係り、特にその主枠の構成に関する。   The present invention relates to passenger conveyors such as escalators and electric roads, and more particularly to the configuration of the main frame thereof.

乗客コンベアの主枠は、水平方向に対して傾斜した中間傾斜部と、その傾斜上側に備えられた上部水平部と、傾斜下側に備えられた下部水平部から構成されている。上部水平部と下部水平部のそれぞれの端部には受ばりが設置されており、その受ばりを建屋の梁に設置することで乗客コンベアを建屋に架設することができる。この受ばりは乗客コンベアの自重や乗客の荷重を支えるために、一般的に高い剛性を有している。   The main frame of a passenger conveyor is comprised from the intermediate | middle inclination part inclined with respect to the horizontal direction, the upper horizontal part with which the inclination upper side was equipped, and the lower horizontal part with which the inclination lower side was equipped. A receiving beam is installed at each end of the upper horizontal part and the lower horizontal part, and the passenger conveyor can be installed on the building by installing the receiving beam on the beam of the building. This receiving generally has high rigidity to support the weight of the passenger conveyor and the load of the passenger.

従来、乗客コンベアの主枠において、軽量化と溶接作業を低減して製作性を向上させるために、面板を主体とした構造が提案されている。特許文献1には、面板を主体とした構造の乗客コンベアの主枠構造が開示されており、面板と受ばりとを直接接続する構造が示されている。   Conventionally, in the main frame of a passenger conveyor, a structure mainly composed of a face plate has been proposed in order to improve the manufacturability by reducing the weight and welding work. Patent Document 1 discloses a main frame structure of a passenger conveyor having a structure mainly composed of a face plate, and shows a structure in which the face plate and the receiving beam are directly connected.

実開昭54−153694号公報Japanese Utility Model Publication No. 54-153694

面板によって構成される乗客コンベアの主枠では、その面板には軽量化のためにできる限り板厚の薄い鋼板を利用する。一方、乗客コンベアの自重や乗客荷重を支える受ばりには、それを支えるために最低限必要な剛性がある。その剛性を確保するためには受ばりの板厚をある程度以上厚くする必要がある。このため、面板と受ばりという剛性差の大きい部材の接続が必要となる。しかし、面板そのものの剛性が低いこと、及び受ばりと面板の剛性の差が大きいこと等によって、それらの接続部においては剛性の低い面板に高応力や局所的な大変形が生じやすい。   In the main frame of the passenger conveyor constituted by the face plate, a steel plate having the thinnest possible thickness is used for the face plate to reduce the weight. On the other hand, the receiver that supports the weight of the passenger conveyor and the passenger load has the minimum rigidity required to support it. In order to ensure the rigidity, it is necessary to increase the thickness of the receiving plate to some extent. For this reason, it is necessary to connect a member having a large rigidity difference between the face plate and the receiving beam. However, due to the low rigidity of the face plate itself and the large difference between the rigidity of the receiving plate and the face plate, high stress and local large deformation are likely to occur in the face plate having low rigidity at these connecting portions.

本発明はこのような従来技術に鑑みてなされたもので、その目的とするところは、剛性の高い受ばりと剛性の低い面板との接続部において、面板における高応力部や局所的な変形の発生を軽減若しくは回避することができ、軽量で設置作業も容易な乗客コンベアの主枠を提供することにある。   The present invention has been made in view of such a conventional technique. The object of the present invention is to provide a high-stress portion or local deformation of a face plate in a connection portion between a highly rigid receiving and a less rigid face plate. It is an object of the present invention to provide a main frame of a passenger conveyor that can reduce or avoid occurrence, is lightweight, and is easy to install.

前記目的を達成するための本発明の特徴は、板厚t1の面板によって構成された側面板を備え、板厚t3の部材で構成された受ばりを介して建屋の梁に架設される乗客コンベアの主枠において、t1<t2<t3の関係にある板厚t2の部材で構成され、少なくとも主枠幅方向を向いた面、主枠長手方向を向いた面、及び鉛直方向を向いた面を有する負荷伝達部材を備え、前記側面板と前記受ばりとを前記負荷伝達部材を介して接続することにより、乗客コンベアを建屋に架設するようにしたところにある。   In order to achieve the above object, a feature of the present invention is that a passenger conveyor includes a side plate constituted by a face plate having a thickness t1, and is constructed on a beam of a building via a receiving beam constituted by a member having a thickness t3. In the main frame, a member having a thickness t2 having a relationship of t1 <t2 <t3, at least a surface facing the width direction of the main frame, a surface facing the longitudinal direction of the main frame, and a surface facing the vertical direction A load conveyor member is provided, and the side plate and the receiving beam are connected to each other via the load transmission member, so that a passenger conveyor is installed in the building.

剛性の高い受ばりと剛性の低い面板との接続部において、両者の中間の剛性を持ち、面板と広範囲に接続することができるよう構成された負荷伝達部材を設置することにより、面板における高応力部や局所的な変形の発生を軽減ないし回避することができ、軽量で設置作業も容易な乗客コンベアの主枠を実現することができる。   By installing a load transmitting member that has a rigidity between the high rigidity beam and the low rigidity face plate and that can be connected to the face plate in a wide range, high stress in the face plate It is possible to reduce or avoid the occurrence of local deformation and local deformation, and to realize a main frame of a passenger conveyor that is lightweight and easy to install.

本発明の一実施例に係る乗客コンベアの主枠の側面断面図Side surface sectional drawing of the main frame of the passenger conveyor which concerns on one Example of this invention. 図1における上部受ばり近傍の側面断面図Side sectional view of the vicinity of the upper beam in FIG. 図1における上部受ばり近傍の斜視図FIG. 1 is a perspective view of the vicinity of the upper beam in FIG. 本発明との比較例に相当する上部受ばり近傍の側面断面図Side sectional view in the vicinity of the upper beam corresponding to a comparative example with the present invention 図4の上部受ばり近傍の斜視図FIG. 4 is a perspective view of the vicinity of the upper beam in FIG. 図4の主枠と上部受ばり近傍に作用する応力の説明図Explanatory drawing of the stress which acts on the main frame and upper receiving vicinity of FIG. 板厚と応力との関係のシミュレート結果を示す図Diagram showing the simulation result of the relationship between plate thickness and stress 本発明の他の実施例における上部受ばり近傍の側面断面図Side surface sectional drawing of the upper receiving vicinity vicinity in the other Example of this invention 図8の上部受ばり近傍の斜視図FIG. 8 is a perspective view of the vicinity of the upper beam in FIG.

以下、本発明の実施の態様を図示する実施例を参照して説明する。尚、これらの実施例では、本発明の前記した目的及び特徴以外についても開示しているが、それらの目的及び特徴については実施例の中で説明する。例えば、本発明の主要な特徴を成す負荷伝達部材は、単一の部材で構成するものに限らず、後述の実施例2でも一例を挙げて説明するように複数の部材で構成することも可能であり、適宜応用及び変形することができる。   Embodiments of the present invention will now be described with reference to the illustrated examples. In addition, in these Examples, although the objective other than the above-mentioned objective and characteristic of this invention are also disclosed, those objectives and characteristics are demonstrated in an Example. For example, the load transmission member that constitutes the main feature of the present invention is not limited to a single member, and may be composed of a plurality of members as described in an example in Example 2 described later. It can be applied and modified as appropriate.

図1に本発明の一実施例に係る乗客コンベアの主枠の側面断面図を示す。座標系として主枠長手方向、主枠幅方向、鉛直方向を図1のように定義する。乗客コンベアの主枠は、板厚t1の鋼板の端部をL型に曲げ加工することでコの字型の断面形状とした側面板10を左右に一対備えている。更に、水平に対して傾斜した中間傾斜部300と、その上側に設置された上部水平部100と、下側に設置された下部水平部200を備えている。   FIG. 1 shows a side sectional view of a main frame of a passenger conveyor according to one embodiment of the present invention. As a coordinate system, the main frame longitudinal direction, main frame width direction, and vertical direction are defined as shown in FIG. The main frame of the passenger conveyor is provided with a pair of side plates 10 on the left and right sides having a U-shaped cross-sectional shape by bending an end of a steel plate having a plate thickness t1 into an L shape. Furthermore, an intermediate inclined part 300 inclined with respect to the horizontal, an upper horizontal part 100 installed on the upper side, and a lower horizontal part 200 installed on the lower side are provided.

上部水平部100および下部水平部200の端部には、主枠を建屋に架設するための上部受ばり101と下部受ばり102がそれぞれ備えられている。上部受ばり101と下部受ばり102は板厚t3のL型の断面形状を備えており、一方の面は建屋上階はり401、または建屋下階はり402に設置され、もう一方の面が主枠に固定される。これにより、主枠は建屋に架設される。   At the end portions of the upper horizontal portion 100 and the lower horizontal portion 200, an upper beam 101 and a lower beam 102 are provided for installing the main frame on the building. The upper beam 101 and the lower beam 102 have an L-shaped cross-sectional shape with a thickness of t3. One surface is installed on the building upper floor beam 401 or the building lower floor beam 402, and the other surface is the main surface. Fixed to the frame. Thereby, the main frame is constructed in the building.

本実施例の主枠は、その上部水平部100と上部受ばり101の接続部に負荷伝達部材501を、下部水平部200と下部受ばり102との接続部に負荷伝達部材502を備えている。   The main frame of the present embodiment includes a load transmission member 501 at a connection portion between the upper horizontal portion 100 and the upper beam 101, and a load transmission member 502 at a connection portion between the lower horizontal portion 200 and the lower beam 102. .

次に、受ばりと主枠の接続部の構造を、上部受ばり101近傍を中心に説明するが、下部受ばり102と主枠の接続部についても同様の構造を適用可能である。図2に上部受ばり101近傍の側面断面図、図3にその斜視図を示す。   Next, the structure of the connecting portion between the receiving beam and the main frame will be described with a focus on the vicinity of the upper receiving beam 101, but the same structure can be applied to the connecting portion between the lower receiving beam 102 and the main frame. FIG. 2 is a side sectional view in the vicinity of the upper beam 101, and FIG. 3 is a perspective view thereof.

側面板10は鉛直方向の正側に天面10Aを、鉛直方向の負側に底面10Cを、主枠幅方向の端部側に側面10Bを備えている。負荷伝達部材501は主枠長手方向を向いた面501A、主枠幅方向を向いた面501B、鉛直方向を向いた面501Cを備えている。面501Aは上部受ばり101と、面501Bは側面板10の側面10Bと、面501Cは側面板10の天面10Aとボルト締結や溶接などで接続固定されており、それぞれが力を伝達できるように構成されている。   The side plate 10 includes a top surface 10A on the positive side in the vertical direction, a bottom surface 10C on the negative side in the vertical direction, and a side surface 10B on the end side in the main frame width direction. The load transmission member 501 includes a surface 501A facing the main frame longitudinal direction, a surface 501B facing the main frame width direction, and a surface 501C facing the vertical direction. The surface 501A is connected and fixed to the upper beam 101, the surface 501B is connected to the side surface 10B of the side plate 10, and the surface 501C is connected and fixed to the top surface 10A of the side plate 10 by bolt fastening or welding so that each can transmit force. It is configured.

また、側面板10の天面10Aと上部受ばり101は、直接接続されておらず一定以上の間隔を備えており、側面板10と上部受ばり101および下部受ばり102は直接力のやりとりが生じないように構成されている。   Further, the top surface 10A of the side plate 10 and the upper receiving beam 101 are not directly connected and have a certain distance or more, and the side plate 10 and the upper receiving beam 101 and the lower receiving beam 102 are directly exchanged. It is configured not to occur.

本実施例では負荷伝達部材501の面501Aと面501Cは、曲率を有したR部を介して連続である。面501Aと面501Bも同様に曲率を有したR部を介して連続である。本実施例では面501Bと面501Cはその境界が分断されているが、同様に連続とした構造でも実現可能である。   In this embodiment, the surface 501A and the surface 501C of the load transmission member 501 are continuous via an R portion having a curvature. Similarly, the surface 501A and the surface 501B are continuous through an R portion having a curvature. In this embodiment, the boundary between the surface 501B and the surface 501C is divided, but it can also be realized with a continuous structure.

また、本実施例とは反対に、面501Aと面501Cが不連続で、面501Bと面501Cが連続でも、本発明は実施可能である。さらに、R部を介さずに連続とした構造でも本発明は適用可能である。しかし、応力の集中を避けるためにはR部を介して連続であることが望ましい。また、部品点数や工数を減らすためには、一体の部材に曲げ加工を施すことで負荷伝達部材を製作する方が好ましいが、この場合には曲げ加工部にR部を形成する方がよい。   In contrast to the present embodiment, the present invention can be implemented even when the surface 501A and the surface 501C are discontinuous and the surface 501B and the surface 501C are continuous. Furthermore, the present invention can be applied to a continuous structure without the R portion. However, in order to avoid stress concentration, it is desirable to be continuous through the R portion. In order to reduce the number of parts and the number of man-hours, it is preferable to produce a load transmission member by bending an integral member. In this case, it is better to form an R portion in the bent portion.

次に、本実施例における負荷伝達部材の作用を、比較例と対比して詳細に説明する。ここでは上部受ばり近傍の構造について説明するが、下部受ばり近傍についても同様の構造を適用可能である。   Next, the effect | action of the load transmission member in a present Example is demonstrated in detail compared with a comparative example. Although the structure near the upper receiving beam will be described here, the same structure can be applied to the vicinity of the lower receiving beam.

主枠を軽量化するため側面板10の板厚t1は可能な限り小さくするが、上部受ばり101は乗客コンベアの自重や乗客荷重を支持する必要があるため最低限の剛性が必要であり、板厚t3を小さくすることは困難である。したがって、必然的に板厚t1と板厚t3の差は大きくなり、側面板10と上部受ばり101の剛性の差は大きくなる。   In order to reduce the weight of the main frame, the thickness t1 of the side plate 10 is made as small as possible, but the upper beam 101 needs to support the weight of the passenger conveyor and the passenger load, so it needs a minimum rigidity, It is difficult to reduce the plate thickness t3. Accordingly, the difference between the plate thickness t1 and the plate thickness t3 is inevitably increased, and the difference in rigidity between the side plate 10 and the upper receiving beam 101 is increased.

図4は比較例の側面断面図、図5にはその斜視図を示す。   4 is a side sectional view of a comparative example, and FIG. 5 is a perspective view thereof.

図4に示すように、この比較例では、主枠と受けばりとの近傍にL型の断面を有した縦材505を設けた例を示す。そして、天面10Aの端部600と、L型の縦材505の端部と、上部受ばり101とを溶接で接続する。   As shown in FIG. 4, this comparative example shows an example in which a vertical member 505 having an L-shaped cross section is provided in the vicinity of the main frame and the receiving beam. Then, the end portion 600 of the top surface 10A, the end portion of the L-shaped vertical member 505, and the upper receiving beam 101 are connected by welding.

図6に上部受ばり101近傍における乗客コンベアの自重や乗客荷重によるたわみ変形の様子を示す。図6に示すように、主枠は自重や乗客荷重の負荷によって鉛直方向の曲げ変形を生じる。これにより天面10A側には圧縮荷重が、底面10C側には引張荷重が生じる。このとき、特に中立軸から離れている天面10Aでの圧縮荷重の負荷が大きくなる。よって、従来構造を面板主体の主枠に適用した場合、剛性の低い側面板10の天面10Aの端部600近傍には高い圧縮応力を生じる恐れがある。   FIG. 6 shows a state of deflection deformation due to the weight of the passenger conveyor and the passenger load in the vicinity of the upper receiving beam 101. As shown in FIG. 6, the main frame undergoes a bending deformation in the vertical direction due to its own weight or a passenger load. As a result, a compressive load is generated on the top surface 10A side and a tensile load is generated on the bottom surface 10C side. At this time, the load of the compressive load particularly on the top surface 10A that is away from the neutral axis increases. Therefore, when the conventional structure is applied to the main frame mainly composed of the face plate, high compressive stress may occur in the vicinity of the end portion 600 of the top face 10A of the side face plate 10 having low rigidity.

図7に天面10Aの端部600近傍における圧縮応力と、上部受ばり101と側面板10の板厚の関係を表すt3/t1との関係をシミュレートした結果を示す。本発明者らの検証によると、図7に示すように、側面板10と上部受ばり101の板厚の差が広がるにつれ、天面10Aの端部600近傍の圧縮応力が増加する。そして、特に、板厚t1と板厚t3の関係がt3/t1≧2.5となる場合において、剛性の低い側面板10の天面10Aに過大な力がかかり、高応力部や座屈等の局所的な変形を生じる恐れがあることがわかった。   FIG. 7 shows the result of simulating the relationship between the compressive stress in the vicinity of the end portion 600 of the top surface 10A and t3 / t1 representing the relationship between the thickness of the upper receiving beam 101 and the side plate 10. According to the verification by the present inventors, as shown in FIG. 7, the compressive stress in the vicinity of the end portion 600 of the top surface 10A increases as the difference in plate thickness between the side plate 10 and the upper receiving beam 101 increases. In particular, when the relationship between the plate thickness t1 and the plate thickness t3 is t3 / t1 ≧ 2.5, an excessive force is applied to the top surface 10A of the side plate 10 with low rigidity, and local areas such as high stress portions and buckling are applied. It has been found that there is a risk of causing general deformation.

一方、図1〜図3に示したように、本実施例における主枠では、主枠の側面板10と上部受ばり101の間に負荷伝達部材501を備えている。負荷伝達部材501の板厚は概略t2であり、t1<t2<t3となるように構成されている。本発明者らの検証によると、t2<t1の場合は、負荷伝達部材501と上部受ばり101の剛性差が大きいため、負荷伝達部材501において高応力部や大変形を生じる恐れがある。特に面501Cが圧縮荷重により座屈変形を生じ、それに伴い、側面板10の天面Aも高応力部や座屈変形を生じる恐れがあることがわかった。   On the other hand, as shown in FIGS. 1 to 3, the main frame in the present embodiment includes a load transmission member 501 between the side plate 10 of the main frame and the upper receiving beam 101. The plate thickness of the load transmission member 501 is approximately t2, and is configured to satisfy t1 <t2 <t3. According to the verification by the present inventors, when t2 <t1, the load transmission member 501 and the upper receiving beam 101 have a large difference in rigidity, which may cause a high stress portion or large deformation in the load transmission member 501. In particular, it has been found that the surface 501C undergoes buckling deformation due to the compressive load, and accordingly, the top surface A of the side plate 10 may also cause high stress portions and buckling deformation.

また、t2>t3の場合は、負荷伝達部材501と側面板10の剛性差が大きくなるため、それらの接続部である負荷伝達部材501の端部700(図2参照)近傍の天面10Aで高応力部や局所的な大変形を生じる恐れがあることがわかった。   In addition, when t2> t3, the rigidity difference between the load transmission member 501 and the side plate 10 becomes large, so that the top surface 10A in the vicinity of the end portion 700 (see FIG. 2) of the load transmission member 501 that is the connection portion thereof. It was found that there is a risk of high stress areas and large local deformation.

さらに、負荷伝達部材501を備えた主枠であっても、上部受ばり101と側面板10が直接接続されている場合は、両者の間で力のやりとりが発生し、剛性の低い側面板10において、特に天面10Aの端部600近傍で高応力を生じやすいことがわかった。   Furthermore, even in the main frame provided with the load transmission member 501, when the upper receiving beam 101 and the side plate 10 are directly connected, force exchange occurs between the two, and the side plate 10 having low rigidity is used. , It was found that high stress is likely to occur particularly near the edge 600 of the top surface 10A.

以上のことから、側面板10と上部受ばり101が直接接続されておらず、t1<t2<t3の関係を満たす板厚t2の負荷伝達部材501を介して接続されているとき、負荷伝達部材501が側面板10に対して剛性が高すぎず、受ばりに対し剛性が低すぎない構造となり、上部受ばり101と主枠との接続部において、各部材の剛性の差を小さくすることができ、力のやりとりをスムーズにすることができる。   From the above, when the side plate 10 and the upper beam 101 are not directly connected but connected via the load transmission member 501 having a thickness t2 that satisfies the relationship of t1 <t2 <t3, the load transmission member 501 has a structure that is not too rigid with respect to the side plate 10 and is not too low with respect to the receiving beam, and the difference in rigidity of each member can be reduced at the connection between the upper receiving beam 101 and the main frame. Yes, you can smooth the exchange of power.

また、図1〜図3に示したように、本実施例における主枠では、負荷伝達部材501は、面501Bおよび面501Cを介して側面板10と接続されていることから、側面板10の側面10Bおよび天面10Aにおいて広範囲に接続されており、上部受ばり101からの力を分散的に側面板10に伝えることができるように構成されている。これにより、座屈変形や高応力の発生を抑制することが可能である。さらに、本実施例では、負荷伝達部材501の面501Aと面501Cは、曲率を有したR部を介して連続しているため、応力集中をより緩和することができる。   Also, as shown in FIGS. 1 to 3, in the main frame in the present embodiment, the load transmission member 501 is connected to the side plate 10 via the surface 501B and the surface 501C. The side surface 10B and the top surface 10A are connected over a wide range, and are configured so that the force from the upper receiving beam 101 can be distributed to the side plate 10 in a distributed manner. Thereby, it is possible to suppress the occurrence of buckling deformation and high stress. Furthermore, in this embodiment, the surface 501A and the surface 501C of the load transmission member 501 are continuous via the R portion having a curvature, so that the stress concentration can be further relaxed.

本実施例では、負荷伝達部材501は、すべて同じひとつの板厚t2としたが、その限りではない。負荷伝達部材501の各面において板厚が違う場合でも、負荷伝達部材501は、側面板10の板厚t1と上部受ばり101の板厚t3との中間の板厚を備えていれば良い。   In this embodiment, the load transmitting members 501 are all the same plate thickness t2, but this is not a limitation. Even if the plate thickness is different on each surface of the load transmission member 501, the load transmission member 501 only needs to have an intermediate plate thickness between the plate thickness t1 of the side plate 10 and the plate thickness t3 of the upper receiving beam 101.

以上のように、本実施例では、主枠はその端部に主枠幅方向を向いた面、主枠長手方向を向いた面、鉛直方向を向いた面を有した負荷伝達部材501および502(図1)を備え、側面板10と上部受ばり101および下部受ばり102は直接接続せず、負荷伝達部材501および502を介して接続することで、剛性の急激な変化を回避し、負荷を分散的に伝達することができる。これにより、受ばりと主枠の接続部において高応力部や局所的な変形を生じない乗客コンベアの主枠を実現することができる。   As described above, in this embodiment, the main frame has load transmission members 501 and 502 each having an end portion facing the main frame width direction, a main frame longitudinal direction surface, and a vertical direction surface. (Fig. 1), the side plate 10 and the upper receiving beam 101 and the lower receiving beam 102 are not connected directly, but are connected via the load transmitting members 501 and 502 to avoid a sudden change in rigidity, Can be distributed in a distributed manner. Thereby, the main frame of the passenger conveyor which does not produce a high stress part and local deformation | transformation in the connection part of a receiving beam and a main frame is realizable.

本発明の他の実施例について説明する。本実施例は、負荷伝達部材を複数の部材で構成した例で、図8に受ばり近傍の側面断面図、図9にその受ばり近傍の斜視図を示す。   Another embodiment of the present invention will be described. The present embodiment is an example in which the load transmission member is composed of a plurality of members. FIG. 8 is a side sectional view in the vicinity of the receiving beam, and FIG. 9 is a perspective view in the vicinity of the receiving beam.

図8および図9に示すように、本実施例では、2種類の負荷伝達部材503と504を備えている。負荷伝達部材503は板厚t21で断面がL型の部材で構成されており、主枠長手方向を向いた面と鉛直方向を向いた面を備えている。また、負荷伝達部材504は板厚t22で断面がL型の部材で構成されており、主枠幅方向を向いた面と主枠長手方向を向いた面を備えている。   As shown in FIGS. 8 and 9, in this embodiment, two types of load transmission members 503 and 504 are provided. The load transmission member 503 is formed of a member having a plate thickness t21 and a cross section having an L shape, and includes a surface facing the longitudinal direction of the main frame and a surface facing the vertical direction. Further, the load transmission member 504 is formed of a member having a plate thickness t22 and an L-shaped cross section, and includes a surface facing the main frame width direction and a surface facing the main frame longitudinal direction.

負荷伝達部材503は主枠長手方向を向いた面が負荷伝達部材504の主枠長手方向を向いた面とボルトや溶接などで接続され、負荷伝達部材503の鉛直方向を向いた面が側面板10の天面10Aとボルトや溶接などで接続される。負荷伝達部材504は主枠長手方向を向いた面が上部受ばり101とボルトや溶接などで接続され、負荷伝達部材504の主枠幅方向を向いた面が側面板10の側面10Bとボルトや溶接などで接続される。また、側面板10と上部受ばり101は直接接続されておらず、ある一定以上の間隔を備えている。   The load transmission member 503 has a surface facing the longitudinal direction of the main frame connected to a surface facing the longitudinal direction of the main frame of the load transmission member 504 by bolts or welding, and a surface facing the vertical direction of the load transmission member 503 is a side plate. Connected to 10 top surfaces 10A with bolts or welding. The load transmitting member 504 has a surface facing the longitudinal direction of the main frame connected to the upper receiver 101 by bolts or welding, and a surface facing the width direction of the main frame of the load transmitting member 504 is connected to the side surface 10B of the side plate 10 and the bolts. Connected by welding. Further, the side plate 10 and the upper receiving beam 101 are not directly connected, and have a certain interval or more.

実施例1で説明したように、接続される部材の剛性差を小さくすることで、力のやりとりをスムーズにすることができる。よって、本実施例においても板厚の関係はt1<t21<t3 およびt1<t22<t3となるように構成されている。さらに、t1<t3であるため、側面板10と接続する負荷伝達部材503の板厚t21の方が、上部受ばり101と接続する負荷伝達部材504の板厚t22よりも板厚が薄く構成されることが望ましいので、t1<t21≦t22<t3となるよう構成されている。   As described in the first embodiment, force exchange can be smoothed by reducing the difference in rigidity of the connected members. Therefore, also in the present embodiment, the relationship between the plate thicknesses is configured to satisfy t1 <t21 <t3 and t1 <t22 <t3. Furthermore, since t1 <t3, the plate thickness t21 of the load transmission member 503 connected to the side plate 10 is configured to be thinner than the plate thickness t22 of the load transmission member 504 connected to the upper receiving beam 101. Therefore, it is configured to satisfy t1 <t21 ≦ t22 <t3.

以上のような構造によって、実施例1と同様に、側面板、負荷伝達部材、受ばりの剛性差を小さくすることができ、各部材間の力のやりとりをスムーズにすることができる。   With the above structure, as in the first embodiment, the difference in rigidity between the side plate, the load transmission member, and the receiving beam can be reduced, and the force exchange between the members can be made smooth.

また、本実施例のように負荷伝達部材を形状が単純な2種類の部材で構成することで、部材の製作が容易となる。また、単純なアングル材での構成が可能であるため、負荷伝達部材を規格化された部材で構成でき、コストダウンが可能である。   In addition, as in this embodiment, the load transmission member is made up of two types of members having simple shapes, so that the member can be easily manufactured. In addition, since a simple angle member can be used, the load transmission member can be formed of a standardized member, and the cost can be reduced.

なお、本実施例では上部受ばり101側について説明をしたが、下部受ばり102側においても同様に実施することができる。   In this embodiment, the upper receiving beam 101 side has been described, but the same can be applied to the lower receiving beam 102 side.

また、実施例1、実施例2では、側面板10と受ばり101との間に隙間を有することで両者が直接接続されていない場合について説明したが、側面板10と受ばり101との間に隙間がなく直接接続されている場合であっても、実施例1、実施例2で説明したような負荷伝達部材を介することで、隙間を有する場合に比べれば効果は小さくなるものの、側面板10が受ばり101から受ける応力を分散して緩和することが可能であること、および、側面板10において負荷伝達部材と接続されている箇所では実質的に板厚が増加した状態なので応力に対する耐性が高くなっていることから、同様に本発明の効果を奏することができるので、隙間がなく直接接続された構成としても良い。   Further, in the first and second embodiments, the case where the both sides are not directly connected by having a gap between the side plate 10 and the receiving beam 101 has been described. Even if there is no gap in the side plate, the effect is reduced by using the load transmission member as described in the first and second embodiments compared to the case where there is a gap, but the side plate 10 can disperse and relieve the stress received from the receiving beam 101, and the thickness of the side plate 10 where it is connected to the load transmission member is substantially increased, so resistance to stress Since the effect of the present invention can be obtained in the same manner, a configuration in which there is no gap and a direct connection may be employed.

10・・・側面板
10A・・・側面板の天面
10B・・・側面板の側面
10C・・・側面板の底面
100・・・上部水平部
200・・・下部水平部
300・・・中間傾斜部
101・・・上部受ばり
102 ・・・下部受ばり
401・・・建屋上階はり
402・・・建屋下階はり
501、502、503、504・・・負荷伝達部材
505・・・縦材
501A・・・負荷伝達部材の主枠長手方向を向いた面
501B・・・負荷伝達部材の主枠幅方向を向いた面
501C・・・負荷伝達部材の鉛直方向を向いた面
600・・・側面板天面の端部
700・・・負荷伝達部材の端部
t1・・・側面板の板厚、
t2、t21、t25・・・負荷伝達部材の板厚、
t3・・・受ばりの板厚
10 ... Side plate
10A ・ ・ ・ Top of side plate
10B: Side of side plate
10C: Bottom of side plate
100 ・ ・ ・ Upper horizontal part
200 ・ ・ ・ Lower horizontal part
300 ・ ・ ・ Inclined part
101 ・ ・ ・ Upper receiving
102 ・ ・ ・ Lower receiving
401 ・ ・ ・ Building upper floor beam
402 ... Building lower floor beam
501, 502, 503, 504 ... Load transmission member
505 ・ ・ ・ Vertical material
501A: Face of the load transmission member facing the longitudinal direction of the main frame
501B: Face of the load transmission member facing the main frame width direction
501C ・ ・ ・ Surface facing the vertical direction of the load transmission member
600 ・ ・ ・ End of side plate top
700 ・ ・ ・ End of load transmission member
t1 ・ ・ ・ Thickness of side plate,
t2, t21, t25 ... thickness of load transmitting member,
t3 ... Thickness of the receiving plate

Claims (6)

板厚t1の面板によって構成された側面板を備え、板厚t3の部材で構成された受ばりを介して建屋の梁に架設される乗客コンベアの主枠において、t1<t2<t3の関係にある板厚t2の部材で構成され、少なくとも主枠幅方向を向いた面、主枠長手方向を向いた面、及び鉛直方向を向いた面を有する負荷伝達部材を備え、前記側面板と前記受ばりとが前記負荷伝達部材を介して接続されることを特徴とする乗客コンベアの主枠。   In the main frame of the passenger conveyor, which has a side plate composed of a face plate with a thickness of t1, and is built on a beam of a building via a receiving beam composed of a member with a thickness of t3, the relationship of t1 <t2 <t3 A load transmission member comprising at least a surface facing the width direction of the main frame, a surface facing the longitudinal direction of the main frame, and a surface facing the vertical direction. A main frame of a passenger conveyor, wherein a beam is connected via the load transmission member. 請求項1に記載の乗客コンベアの主枠において、前記側面板は、鉛直方向の正側に天面、鉛直方向の負側に底面、主枠幅方向の端部側に側面を備え、この側面板の天面と前記負荷伝達部材の前記鉛直方向を向いた面とを接続し、前記側面板の側面と前記負荷伝達部材の前記主枠幅方向を向いた面とを接続し、前記負荷伝達部材の前記主枠長手方向を向いた面と前記受ばりとを接続することを特徴とする乗客コンベアの主枠。   2. The main frame of the passenger conveyor according to claim 1, wherein the side plate includes a top surface on the positive side in the vertical direction, a bottom surface on the negative side in the vertical direction, and a side surface on the end side in the main frame width direction. Connecting the top surface of the face plate and the surface of the load transmission member facing the vertical direction, connecting the side surface of the side plate and the surface of the load transmission member facing the main frame width direction, and transmitting the load A main frame of a passenger conveyor, wherein a surface of the member facing the longitudinal direction of the main frame is connected to the receiving beam. 請求項1又は2に記載の乗客コンベアの主枠において、前記負荷伝達部材における主枠長手方向を向いた面と鉛直方向を向いた面とは、曲率を有したR部を介して接続されていることを特徴とする乗客コンベアの主枠。   The main frame of the passenger conveyor according to claim 1 or 2, wherein a surface facing the longitudinal direction of the main frame and a surface facing the vertical direction in the load transmission member are connected via an R portion having a curvature. The main frame of the passenger conveyor characterized by being. 請求項1又は2に記載の乗客コンベアの主枠において、前記側面板と前記受ばりとの間に隙間を形成して前記負荷伝達部材により接続することを特徴とする乗客コンベアの主枠。   The main frame of the passenger conveyor according to claim 1 or 2, wherein a gap is formed between the side plate and the receiving beam and connected by the load transmission member. 請求項1に記載の乗客コンベアの主枠において、前記負荷伝達部材は板厚t21の部材で構成される第1の負荷伝達部材及び板厚t22の部材で構成される第2の負荷伝達部材によって構成し、この第1及び第2の負荷伝達部材で少なくとも前記主枠幅方向を向いた面、前記主枠長手方向を向いた面、及び前記鉛直方向を向いた面を形成すると共に、板厚の関係をt1<t21,t22<t3とすることを特徴とする乗客コンベアの主枠。   2. The main frame of the passenger conveyor according to claim 1, wherein the load transmission member includes a first load transmission member constituted by a member having a plate thickness t21 and a second load transmission member constituted by a member having a plate thickness t22. The first and second load transmitting members are configured to form at least a surface facing the width direction of the main frame, a surface facing the longitudinal direction of the main frame, and a surface facing the vertical direction. The main frame of the passenger conveyor, wherein t1 <t21 and t22 <t3. 請求項5に記載の乗客コンベアの主枠において、前記側面板は少なくとも鉛直方向を向いた第1の面と主枠幅方向を向いた第2の面とを備え、前記第1の負荷伝達部材は少なくとも主枠長手方向を向いた第3の面と鉛直方向を向いた第4の面とを備え、前記第2の負荷伝達部材は少なくとも主枠長手方向を向いた第5の面と主枠幅方向を向いた第6の面とを備え、前記第1の負荷伝達部材の前記第3の面が前記第2の負荷伝達部材の前記第5の面と接続され、前記第1の負荷伝達部材の前記第4の面が前記側面板の前記第1の面と接続され、前記第2の負荷伝達部材の前記第6の面が前記側面板の前記第2の面と接続され、前記第2の負荷伝達部材の前記第5の面が前記受ばりと接続されることを特徴とする乗客コンベアの主枠。   The main frame of the passenger conveyor according to claim 5, wherein the side plate includes at least a first surface facing a vertical direction and a second surface facing a main frame width direction, and the first load transmission member. Comprises at least a third surface facing the longitudinal direction of the main frame and a fourth surface facing the vertical direction, and the second load transmitting member has at least a fifth surface facing the longitudinal direction of the main frame and the main frame. A sixth surface facing the width direction, wherein the third surface of the first load transmission member is connected to the fifth surface of the second load transmission member, and the first load transmission The fourth surface of the member is connected to the first surface of the side plate, the sixth surface of the second load transmitting member is connected to the second surface of the side plate, and A main frame of a passenger conveyor, wherein the fifth surface of the second load transmission member is connected to the beam.
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