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JP7664103B2 - Railway vehicle body structure - Google Patents
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JP7664103B2 - Railway vehicle body structure - Google Patents

Railway vehicle body structure Download PDF

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JP7664103B2
JP7664103B2 JP2021111729A JP2021111729A JP7664103B2 JP 7664103 B2 JP7664103 B2 JP 7664103B2 JP 2021111729 A JP2021111729 A JP 2021111729A JP 2021111729 A JP2021111729 A JP 2021111729A JP 7664103 B2 JP7664103 B2 JP 7664103B2
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body structure
rigidity
railway vehicle
reinforcing
cross
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JP2023008294A (en
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侯泰 吉村
英之 中村
恭 宮永
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Hitachi Ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02TCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO TRANSPORTATION
    • Y02T30/00Transportation of goods or passengers via railways, e.g. energy recovery or reducing air resistance

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Description

本発明は、鉄道車両構体の妻構体の構造に関する。 The present invention relates to the structure of the end structure of a railway vehicle body.

鉄道車両の構体は、床面をなす台枠と、台枠の幅方向の両端部に立設される側構体と、台枠の長手方向の両端部に立設される妻構体と、側構体及び妻構体の上端部に載置される屋根構体と、から構成される箱状態(六面体)である。妻構体は、妻構体を構成する外板の中心に穴あけされた貫通路を有し、その貫通路周辺は妻柱や妻カモイにより補強される。妻構体において、横骨を用いて外板を補強する例が、特許文献1に開示されている。 The structure of a railway vehicle is a box-like (hexahedral) structure consisting of an underframe that forms the floor surface, side structures erected at both ends of the underframe in the width direction, end structures erected at both ends of the underframe in the longitudinal direction, and a roof structure placed on the upper ends of the side structures and end structures. The end structure has a through passage drilled in the center of the outer plate that constitutes the end structure, and the area around the through passage is reinforced by end pillars and end ribs. An example of reinforcing the outer plate of the end structure using cross beams is disclosed in Patent Document 1.

特開2010-260550号公報JP 2010-260550 A

特許文献1に、横骨が鉄道車両構体の幅(枕木)方向、又は高さ方向に向いて配置され妻構体の外板を横骨によって補強する構造体が記載されている。しかし、横骨を幅方向又は高さ方向に配置する構造と比較し、それにも増して、より高剛性な妻構体を構成すれば、鉄道車両構体の剛性や乗り心地を向上させることが期待できる。本発明は上記課題に鑑みてなされたものであり、その目的とするところは、妻構体の剛性を高めた鉄道車両構体を提供することにある。 Patent Document 1 describes a structure in which cross beams are arranged in the width (sleeper) direction or height direction of the railway car body structure, reinforcing the outer plate of the end structure with the cross beams. However, compared to a structure in which the cross beams are arranged in the width or height direction, constructing an end structure with even higher rigidity is expected to improve the rigidity and ride comfort of the railway car body structure. The present invention was made in consideration of the above problems, and its purpose is to provide a railway car body structure with an end structure with increased rigidity.

妻構体を備えて構成される鉄道車両構体であって、妻構体に補強構造体を備え、補強構造体は、妻構体の幅方向と高さ方向との何れに対しても斜め方向に延設される。 A railway vehicle body structure comprising an end structure, the end structure is provided with a reinforcing structure, and the reinforcing structure extends diagonally in both the width direction and the height direction of the end structure.

本発明によれば、妻構体の剛性を高めた鉄道車両構体を提供できる。 The present invention provides a railway vehicle body structure with increased rigidity of the end structure.

本発明の適用対象となる鉄道車両構体(以下、「鉄道車両」又は単に「本構体」ともいう)の斜視図である。1 is a perspective view of a railway vehicle body structure to which the present invention is applied (hereinafter also referred to as a "railroad vehicle" or simply as the "body structure"). 本発明の実施例1に係る妻構体の正面図である。FIG. 2 is a front view of the end structure according to the first embodiment of the present invention. 図2に示した妻構体のA-A断面図である。3 is a cross-sectional view of the end structure shown in FIG. 2 along the line AA. 本発明の実施例2に係る妻構体の正面図である。FIG. 6 is a front view of an end structure according to a second embodiment of the present invention. 本発明の実施例3に係る妻構体の正面図である。FIG. 11 is a front view of an end structure according to a third embodiment of the present invention. 図5に示した妻構体のB-B断面図である。6 is a cross-sectional view of the end structure shown in FIG. 5 along the line B-B. 本発明の実施例4に係る妻構体の正面図である。FIG. 11 is a front view of an end structure according to a fourth embodiment of the present invention.

以下、図面を用いて実施例の説明をする。まず、各方向を定義する。鉄道車両構体の長手(レール)方向をX方向、鉄道車両構体の幅(枕木)方向をY方向、鉄道車両構体の高さ(Z)方向をZ方向とする。以降、単に、X方向、Y方向、Z方向と記す場合がある。 Below, an embodiment will be explained using the drawings. First, each direction will be defined. The longitudinal (rail) direction of the railway car body structure is the X direction, the width (sleeper) direction of the railway car body structure is the Y direction, and the height (Z) direction of the railway car body structure is the Z direction. Hereinafter, these may be simply referred to as the X direction, Y direction, and Z direction.

図1は、本構体1の斜視図である。本構体1は、床面をなす台枠10と、台枠10のY方向の両端部に立設される側構体20と、台枠10のX方向の両端部に立設される妻構体40と、側構体20及び妻構体40の上端部に載置される屋根構体30と、を備えて構成される6面体である。 Figure 1 is a perspective view of the structure 1. The structure 1 is a hexahedron that includes an underframe 10 that forms the floor surface, side structures 20 erected at both ends of the underframe 10 in the Y direction, end structures 40 erected at both ends of the underframe 10 in the X direction, and a roof structure 30 placed on the upper ends of the side structures 20 and end structures 40.

図1に示す妻構体40は、後ほど、図2に示す実施例1の妻構体40Aと、図4に示す実施例2の妻構体40Bと、図5に示す実施例3の妻構体40Cと、図7に示す実施例4の妻構体40Dと、に例示列挙されるが、これらを特に区別する必要のない場合は、まとめて妻構体40とする。 The end structure 40 shown in FIG. 1 will be exemplified later as end structure 40A of Example 1 shown in FIG. 2, end structure 40B of Example 2 shown in FIG. 4, end structure 40C of Example 3 shown in FIG. 5, and end structure 40D of Example 4 shown in FIG. 7, but unless there is a need to distinguish between them, they will be collectively referred to as end structure 40.

側構体20のX方向の両端部には、乗客等が乗降する乗降口22と窓23など開口部が備えられる。妻構体40には、隣接する車両に乗客等が行き来する貫通路口42が備えられる。 The side structure 20 has openings such as entrance/exit doors 22 for passengers to board and disembark, and windows 23 at both ends in the X direction. The end structure 40 has a passageway 42 through which passengers can pass between adjacent cars.

図2は、本発明の実施例1に係る妻構体40Aの正面図である。すなわち、図2は、鉄道車両1のX方向両端の妻構体40のうち、X方向正側に位置する一例として妻構体40Aを示す。その妻構体40Aは、台枠10のZ方向上部に妻構体外板(以下、単に「外板」ともいう)41により構成され、その外形が規定される。 Figure 2 is a front view of the end structure 40A according to the first embodiment of the present invention. That is, Figure 2 shows the end structure 40A as an example located on the positive side in the X direction, among the end structures 40 at both ends in the X direction of the railway vehicle 1. The end structure 40A is composed of an end structure outer plate (hereinafter also simply referred to as "outer plate") 41 on the Z direction upper part of the frame 10, and its outer shape is determined.

妻構体40Aの中心近傍には貫通路口42が設けられる。貫通路口42の周囲には、Z方向に向く妻柱44やY方向に向く妻カモイ45が設けられ、妻構体40Aが補強される。妻構体40Aの貫通路口42近傍以外の外板41は、横骨46A又は横骨46Bにより補強される。 A through passage opening 42 is provided near the center of the end body structure 40A. End pillars 44 facing in the Z direction and end ribs 45 facing in the Y direction are provided around the through passage opening 42 to reinforce the end body structure 40A. The outer plate 41 other than the vicinity of the through passage opening 42 of the end body structure 40A is reinforced by cross beams 46A and cross beams 46B.

横骨46Aは、妻構体外板41に対しY方向又はZ方向に延設される。妻構体40Aの外板41は、Y方向又はZ方向の横骨46Aに加え、貫通路口中心(妻構体中心)43に向かって延設される横骨46Bも有する。横骨46Bは、妻構体中心43を焦点として放射状に妻構体40Aに延設される。妻構体40Aに延設された横骨46Bによる剛性向上の作用効果は、つぎのとおりである。 The cross bones 46A extend in the Y or Z direction relative to the end body shell 41. In addition to the cross bones 46A in the Y or Z direction, the shell 41 of the end body 40A also has cross bones 46B extending toward the through passage opening center (end body center) 43. The cross bones 46B extend radially from the end body center 43 to the end body 40A. The effect of improving rigidity by the cross bones 46B extending to the end body 40A is as follows.

妻構体40Aを含む鉄道車両1の内部に均一な圧力荷重が加わる気密荷重条件や、鉄道車両1にねじり荷重が加わる条件を想定する。この条件において、横骨46Bを有する妻構体40Aは、貫通路中心43を中心とした周方向への変形に対する剛性を向上させることが可能となる。これにより、上述した気密荷重やねじり荷重に対して妻構体40Aが剛性向上し、鉄道車両1自体も剛性向上する。 We assume an airtight load condition in which a uniform pressure load is applied inside the railway vehicle 1 including the end structure 40A, and a condition in which a torsional load is applied to the railway vehicle 1. Under this condition, the end structure 40A having the cross bone 46B can improve the rigidity against deformation in the circumferential direction centered on the through passage center 43. This improves the rigidity of the end structure 40A against the above-mentioned airtight load and torsional load, and also improves the rigidity of the railway vehicle 1 itself.

図3は、図2に示した妻構体40AのA-A断面図であり、横骨46Aの断面を示す。妻構体外板41(図2参照)の車内側(X方向負側)に閉空間を構成するよう凸部を有する横骨46Aが設置される。横骨46Aの長手方向、すなわち、図2の紙面奥行き方向に対して外板41の剛性を向上させられる。 Figure 3 is a cross-sectional view taken along line A-A of the end body structure 40A shown in Figure 2, showing a cross section of the cross bone 46A. A cross bone 46A having a protrusion is installed on the inside side of the car (negative side in the X direction) of the end body structure outer plate 41 (see Figure 2) to form a closed space. The rigidity of the outer plate 41 can be improved in the longitudinal direction of the cross bone 46A, i.e., in the direction into the paper of Figure 2.

図3において、外板41(図2参照)との間で閉空間を構成する横骨46Aを一例として示した。これに限ることなく、外板41の剛性向上を実現する補強構造体であれば、任意の形状による他の補強構造体でも本発明を実現できる。例えば、T字の形をした横骨でも良いし、外板41より高い剛性率を有する材料の平板を外板41に接合してもよい。 In FIG. 3, a cross frame 46A that forms a closed space between the outer plate 41 (see FIG. 2) is shown as an example. However, the present invention can be realized with any other reinforcing structure of any shape as long as the reinforcing structure improves the rigidity of the outer plate 41. For example, a T-shaped cross frame may be used, or a flat plate of a material having a higher rigidity modulus than the outer plate 41 may be joined to the outer plate 41.

図4は、本発明の実施例2に係る妻構体40Bの正面図である。実施例1では、妻構体40Aの貫通路口42の貫通路口中心43に向かって横骨46Bを延設する形態を示した。一方、図4に示す実施例2の特徴は、横骨46Bを延設する方向を妻構体40Bの変形に基づいて決定する点である。 Figure 4 is a front view of the end body structure 40B according to the second embodiment of the present invention. In the first embodiment, the cross bone 46B is extended toward the center 43 of the through passage opening 42 of the end body structure 40A. On the other hand, the feature of the second embodiment shown in Figure 4 is that the direction in which the cross bone 46B extends is determined based on the deformation of the end body structure 40B.

妻構体40Bを備えた鉄道車両1に気密荷重が負荷された場合の応力変形について説明する。その前に、横骨46Bを有さない妻構体40の変形モードを考える。図1を用いて説明したように、妻構体40は、その外周が台枠10、側構体20及び屋根構体30に接続され拘束される。これら台枠10、側構体20及び屋根構体30は、外板41(図2参照)よりも、高い剛性の構造である。したがって、気密荷重により妻構体40の外板41に面圧がかかった際、妻構体40は貫通路口42に向かって大きく変形する。 We will explain the stress deformation when an airtight load is applied to a railway vehicle 1 equipped with an end structure 40B. Before that, we will consider the deformation mode of the end structure 40, which does not have a cross beam 46B. As explained using Figure 1, the outer periphery of the end structure 40 is connected to and restrained by the underframe 10, the side structure 20, and the roof structure 30. The underframe 10, the side structure 20, and the roof structure 30 are structures with higher rigidity than the outer plate 41 (see Figure 2). Therefore, when a surface pressure is applied to the outer plate 41 of the end structure 40 due to the airtight load, the end structure 40 is significantly deformed toward the passage opening 42.

図4において、妻構体40の外板41が示す変形量分布を変位等高線51,52で模式的に示す。変位等高線51,52は、それぞれ変形量が同じになる位置を点線で示している。外板41は貫通路口42に向かって変形量が大きくなるため、図4において、変位等高線51よりも変位等高線52の方が大きい変形量を示している。 In Figure 4, the deformation distribution of the outer plate 41 of the end structure 40 is shown diagrammatically by displacement contour lines 51 and 52. The displacement contour lines 51 and 52 each show positions where the deformation is the same as a dotted line. Since the deformation of the outer plate 41 increases toward the through passage opening 42, in Figure 4, the displacement contour line 52 shows a larger deformation than the displacement contour line 51.

変形する物体の剛性を向上させて変形量を低減させるには、物体の変位等高線に直交する方向に剛性を向上させる補強構造体を付設することが効果的である。そのため、図4の実施例2に係る妻構体40Bに示すとおり、横骨46Bを変位等高線51,52と直交する方向に貼り付けることを特徴とする。これにより妻構体40Bの剛性向上が可能となり、変形量が低減される。なお、ここでいう「直交」は、90度±30度の範囲で直角を理想とする程度を意味する。 To improve the rigidity of a deforming object and reduce the amount of deformation, it is effective to attach a reinforcing structure that improves the rigidity in a direction perpendicular to the displacement contour of the object. For this reason, as shown in Figure 4, end structure 40B of Example 2, the cross bones 46B are attached in a direction perpendicular to the displacement contours 51, 52. This makes it possible to improve the rigidity of end structure 40B and reduce the amount of deformation. Note that "perpendicular" here means a degree of perpendicularity within the range of 90 degrees ±30 degrees, with a right angle being the ideal.

図4において、横骨46BはY方向又はZ方向とは異なる方向に延設された例を示した。しかし横骨46Bの延設方向は、変位等高線51,52に直交する仮想線に基づいて決定する限り、妻構体40Bを剛性向上できるので、たまたま、Y方向又はZ方向に方向が一致したとしても構わない。 In FIG. 4, an example is shown in which the cross bone 46B extends in a direction different from the Y direction or the Z direction. However, as long as the extension direction of the cross bone 46B is determined based on a virtual line perpendicular to the displacement contour lines 51 and 52, the rigidity of the end structure 40B can be improved, so it does not matter if the direction happens to coincide with the Y direction or the Z direction.

図5は、本発明の実施例3に係る妻構体40Cの正面図である。実施例1又は実施例2において、妻構体40A,40Bは、外板41に横骨46Aと、横骨46Bと、の少なくとも何れかを有する構成を例示した。一方、図5に示す実施例3の特徴は、妻構体40が押出形材47A,47Bにより構成される点である。 Figure 5 is a front view of the end body structure 40C according to the third embodiment of the present invention. In the first and second embodiments, the end body structures 40A and 40B are illustrated as having at least one of the cross beams 46A and 46B on the outer plate 41. On the other hand, the third embodiment shown in Figure 5 is characterized in that the end body structure 40 is composed of extruded members 47A and 47B.

図6は、図5に示した妻構体40CのB-B断面図である。同一の断面形状が押出成形されることで押出形材47A,47Bが構成される。図5における押出形材47A,47Bの点線は押出成形される方向、すなわち強い剛性を発揮できる方向を表す。 Figure 6 is a cross-sectional view taken along the line B-B of the gable structure 40C shown in Figure 5. Extrusions 47A and 47B are formed by extruding the same cross-sectional shape. The dotted lines in Figure 5 for extrusions 47A and 47B indicate the direction in which they are extruded, i.e., the direction in which they can exert strong rigidity.

図5において、Y方向又はZ方向と押出方向が一致する押出形材47Aに加え、貫通路口中心43に向いて押出成形される押出形材47Bを妻構体40Cが有することで、剛性を高めた妻構体40が構成される。 In FIG. 5, in addition to extrusion 47A whose extrusion direction coincides with the Y or Z direction, end structure 40C has extrusion 47B extruded toward through passage opening center 43, resulting in end structure 40 with increased rigidity.

図7は、本発明の実施例4に係る妻構体40Dの正面図である。図7に示す実施例4の特徴は、補強部材を貫通路口中心43とは異なる方向に向けて延設した点にある。補強部材が強い剛性を発揮させる方向について、実施例1~実施例3では、妻構体40の横骨46B又は押出形材47A,47Bの押し出し方向が概して貫通路口中心43を向く方向となる構成を例示した。 Figure 7 is a front view of the end structure 40D according to the fourth embodiment of the present invention. The fourth embodiment shown in Figure 7 is characterized in that the reinforcing member is extended in a direction different from the through passage opening center 43. In regard to the direction in which the reinforcing member exerts high rigidity, in the first to third embodiments, a configuration is exemplified in which the extrusion direction of the cross bone 46B or the extrusion members 47A, 47B of the end structure 40 is generally oriented toward the through passage opening center 43.

一方、図7の実施例4に係る妻構体40Dは、補強部材としての横骨46Bの向く方向を、貫通路中心43に向かず、さらにY方向又はZ方向にも向けいていないにも関わらず、妻構体40の剛性向上を実現できる。以下に、その作用効果を説明する。 On the other hand, the end structure 40D of Example 4 in FIG. 7 can improve the rigidity of the end structure 40 even though the direction of the cross bone 46B as a reinforcing member is not toward the center of the through passage 43, nor toward the Y or Z direction. The effects of this are explained below.

ここで、妻構体40が図7に示す横骨46Aのみにより構成され、気密荷重が負荷された場合を仮定して、その変形モードを考える。横骨46Aの配置によっては、妻構体40全体の変形モードより、横骨46Aによって囲まれる外板41(図2参照)の変形モードが支配的になり得る。 Here, let us consider the deformation mode assuming that the end structure 40 is composed only of the cross beam 46A shown in FIG. 7 and is subjected to an airtight load. Depending on the arrangement of the cross beam 46A, the deformation mode of the outer plate 41 (see FIG. 2) surrounded by the cross beam 46A may become dominant over the deformation mode of the end structure 40 as a whole.

そのような場合の外板41の変形例を図7に変位等高線51,52で示す。横骨46Aで囲まれる領域の中心に向かって変形量が大きくなり、変位等高線51と、それよりも大きな変形を表す変位等高線52と、は外板41内で同心円状に存在する。 The deformation of the outer plate 41 in such a case is shown in Figure 7 by the displacement contours 51 and 52. The amount of deformation increases toward the center of the area surrounded by the cross bone 46A, and the displacement contour 51 and the displacement contour 52, which represents a larger deformation, are concentric within the outer plate 41.

この場合、図4の実施例2と同様に、変位等高線51,52に直交する方向に補強となる横骨を設置することが効果的であるから、図7に示す横骨46Bのように配置することもできる。この場合、横骨46Bは、それを延設する方向が貫通路中心43を向いてはいないが、妻構体40の剛性を向上させる。 In this case, as in Example 2 in FIG. 4, it is effective to install reinforcing cross bones in a direction perpendicular to the displacement contour lines 51 and 52, so they can be arranged as shown in FIG. 7 as cross bone 46B. In this case, the direction in which cross bone 46B extends is not toward the center of the passage 43, but it improves the rigidity of the gable structure 40.

なお、本発明は上記した実施例に限定されるものではなく、様々な変形例が含まれる。例えば、上記した実施例は本発明を分かり易く説明するために詳細に説明したものであり、必ずしも説明した全ての構成を備えるものに限定されるものではない。 The present invention is not limited to the above-described embodiment, but includes various modifications. For example, the above-described embodiment is described in detail to easily explain the present invention, and is not necessarily limited to those having all of the configurations described.

また、ある実施例の構成の一部を他の実施例の構成に置き換えることが可能であり、また、ある実施例の構成に他の実施例の構成を加えることも可能である。また、各実施例の構成の一部について、他の構成の追加・削除・置換をすることが可能である。 It is also possible to replace part of the configuration of one embodiment with the configuration of another embodiment, and it is also possible to add the configuration of another embodiment to the configuration of one embodiment. It is also possible to add, delete, or replace part of the configuration of each embodiment with other configurations.

[補足]
図4及び図7に示す変位等高線51,52は、モアレトポグラフィ装置等を用いて画像表示されるモアレ模様である。このモアレ模様は、形状や変形を調べる対象物として、例えば、人体の凹凸形状も地図の等高線のように、その人体画像に重ねて画像表示できる。また、本願発明でいう変位等高線51,52は、妻構体40が平坦面であれば表示されないところに、応力変形等による凹凸形状が生じれば、それを地図の等高線に相当するモアレ模様として妻構体40に重ねて画像表示できる。なお、変位等高線51,52は、モアレトポグラフィ装置等による画像表示でなくとも、視認できれば他の方法で構わない。例えば、有限要素法を含む解析手法等により変位等高線51,52を求めてもよい。その場合、鉄道車両1を有限要素解析手法等に適用させてモデル化し、そのモデルに対する荷重負荷シミュレーションにより、変形状態を解析評価した結果として、妻構体40の変形情報を取得することにより、変位等高線51,52を画像表示することができる。
[supplement]
The displacement contours 51 and 52 shown in Fig. 4 and Fig. 7 are moire patterns displayed as images using a moire topography device or the like. For example, the uneven shape of a human body can be displayed as an image superimposed on an image of the human body as an object to be examined for shape or deformation, like the contour lines on a map. The displacement contours 51 and 52 in the present invention are not displayed if the end structure 40 is a flat surface, but if an uneven shape occurs due to stress deformation or the like, the displacement contours 51 and 52 can be displayed as an image superimposed on the end structure 40 as a moire pattern equivalent to the contour lines on a map. The displacement contours 51 and 52 do not have to be displayed as images using a moire topography device or the like, and may be displayed by other methods as long as they are visible. For example, the displacement contours 51 and 52 may be obtained by an analysis method including the finite element method or the like. In this case, the railway vehicle 1 is modeled by applying a finite element analysis method or the like, and the deformation state is analyzed and evaluated by a load application simulation on the model, and deformation information of the end structure 40 is obtained as a result, and the displacement contours 51, 52 can be displayed as an image.

一方、押出形材47A,47Bは、アルニウム等の素材を過熱圧縮してダイスと呼ばれる金型から押し出し、必要な形状の断面に形成される。ダイスにおける素材を押し付ける側でセンターピース部分を保持しておけば、中空部分のある断面の押出形材を形成できる。このようにして形成された妻構体40用の押出形材47A,47Bは、ストローを束ねて融合したような段ボール状の中空厚板構造であり、その押し出し方向に強い剛性を有するので、補強構造体と考えられる。 On the other hand, extrusions 47A, 47B are made by heating and compressing a material such as aluminum, and extruding it from a metal mold called a die, to form the required cross-sectional shape. If the center piece part is held on the side of the die that presses the material, an extrusion with a cross-section that has a hollow part can be formed. The extrusions 47A, 47B for the gable structure 40 formed in this way have a cardboard-like hollow thick plate structure that resembles a bundle of straws fused together, and because they have great rigidity in the extrusion direction, they can be considered a reinforcing structure.

本構体1は、つぎのように総括できる。
[1]本構体1を構成する妻構体40A~40D(40)は、図2、図4、図5及び図7に示す補強構造体46B,47B(押出形材)を有する。その補強構造体46B,47Bは、図2の実施例1、図4の実施例2、及び図7の実施例4における横骨46Bと、図5の実施例3で示す押出形材47Bのように、本構体1の幅(Y)方向と、高さ(Z)方向と、の何れに対しても、斜め方向に延設される。
The present structure 1 can be summarized as follows.
[1] The end structures 40A to 40D (40) constituting the present structure 1 have reinforcing structures 46B, 47B (extruded members) shown in Figures 2, 4, 5 and 7. The reinforcing structures 46B, 47B extend obliquely in both the width (Y) and height (Z) directions of the present structure 1, like the cross beam 46B in Example 1 of Figure 2, Example 2 of Figure 4 and Example 4 of Figure 7, and the extruded member 47B in Example 3 of Figure 5.

これにより、妻構体40の剛性を高めて、乗り心地を向上させた鉄道車両構体1を提供できる。すなわち、妻構体40を含む鉄道車両1の内部に均一な圧力荷重が加わる気密荷重条件や鉄道車両1にねじり荷重が加わる際、横骨46Bを有することで、妻構体40の中心43から周方向への変形に対する剛性を向上させることが可能となる。これにより妻構体40が剛性向上する。その波及効果として、鉄道車両1自体も剛性向上する。 This makes it possible to provide a railway car body 1 with improved ride comfort by increasing the rigidity of the end structure 40. In other words, under airtight load conditions in which a uniform pressure load is applied inside the railway car 1 including the end structure 40, or when a torsional load is applied to the railway car 1, the presence of the cross bones 46B makes it possible to improve the rigidity of the end structure 40 against deformation in the circumferential direction from the center 43. This improves the rigidity of the end structure 40. As a ripple effect, the rigidity of the railway car 1 itself is also improved.

[2]図2の実施例1、及び図4の実施例2における横骨46Bで示すように、上記[1]の補強構造体は、妻構体40A,40Bの貫通路口42(妻構体40)の中心43から放射状に広がる仮想線上の何れかに延設される箇所を有すると良い。これにより、妻構体40の中心43から周方向への変形に対する剛性をより的確に向上させ、妻構体40が剛性向上する。その波及効果として、鉄道車両1自体も剛性向上する。 [2] As shown by the cross bone 46B in Example 1 of FIG. 2 and Example 2 of FIG. 4, the reinforcing structure of [1] above may have a portion extending to any of the imaginary lines radiating from the center 43 of the through passage opening 42 (end body structure 40) of the end body structure 40A, 40B. This more accurately improves the rigidity of the end body structure 40 against deformation in the circumferential direction from the center 43, improving the rigidity of the end body structure 40. As a ripple effect, the rigidity of the railway vehicle 1 itself is also improved.

[3]図4の実施例2と、図7の実施例4における横骨46Bで示すように、上記[1]の補強構造体は、変位等高線51,52に交わる仮想線上の何れかに延設される箇所があると良い。その変位等高線51,52は、補強構造体として横骨46Bがない場合に、本構体1に負荷される荷重によって妻構体40が変形すれば、その変形した形状を示す線である。 [3] As shown by the cross bone 46B in Example 2 of FIG. 4 and Example 4 of FIG. 7, the reinforcing structure of [1] above may have a portion that extends to any of the imaginary lines that intersect with the displacement contour lines 51, 52. The displacement contour lines 51, 52 are lines that indicate the deformed shape of the gable structure 40 if the load applied to the structure 1 were to deform the gable structure 40 in the absence of the cross bone 46B as a reinforcing structure.

この変位等高線51,52に直交する方向に横骨46Bを延設すれば、妻構体40において、実際に変形し易い箇所を効率的に補強できる。その結果、妻構体40の実際の変形に対する剛性をより的確に向上させ、妻構体40が剛性向上する。その波及効果として、鉄道車両1自体も剛性向上する。なお、上述の「直交」は必ずしも直角でなくても良い。 By extending the cross bones 46B in a direction perpendicular to the displacement contours 51, 52, the parts of the end body structure 40 that are prone to deformation can be reinforced efficiently. As a result, the rigidity of the end body structure 40 against actual deformation is improved more accurately, and the rigidity of the end body structure 40 is improved. As a ripple effect, the rigidity of the railway vehicle 1 itself is also improved. Note that the above-mentioned "perpendicular" does not necessarily have to be a right angle.

[4]上記[3]の補強構造体と類似した構成で、同等の作用効果を発揮する補強構造体について、つぎのように定義しても良い。上記[1]の補強構造体は、横骨46Bその他が既設されている場合であっても、本構体1に負荷される荷重によって妻構体40が変形すれば、その変形した形状を示す変位等高線51,52に交わる仮想線上の何れかの箇所に追加で延設しても良い。これは、図7の実施例4における横骨46Bが既設されていても、荷重変形した形状を示す変位等高線51,52を参照して、さらなる追加の補強構造体を設置することが効果的であることを意味する。 [4] A reinforcing structure similar in configuration to the reinforcing structure in [3] above and exhibiting the same effect may be defined as follows. Even if the cross beam 46B and other structures are already installed, the reinforcing structure in [1] above may be extended to any location on the imaginary line intersecting the displacement contour lines 51, 52 that show the deformed shape if the gable structure 40 is deformed by the load applied to this structure 1. This means that even if the cross beam 46B in Example 4 in Figure 7 is already installed, it is effective to install an additional reinforcing structure by referring to the displacement contour lines 51, 52 that show the load-deformed shape.

[5]図5の実施例3に示すように、上記[1]の妻構体40Cは、押出方向に剛性強化された押出形材47A,47Bを有して構成され、それら押出形材の一部47B又は全部の押出方向は、妻構体40Cの幅(Y)方向と、高さ方向と、の何れに対しても、斜め方向であると良い。 [5] As shown in Example 3 of Figure 5, the gable structure 40C of the above [1] is configured with extrusion members 47A, 47B that are reinforced in the extrusion direction, and the extrusion direction of some or all of these extrusion members 47B may be oblique to both the width (Y) direction and the height direction of the gable structure 40C.

妻構体40用の押出形材47A,47Bは、段ボール状の中空厚板構造であり、その押し出し方向に強い剛性を有するので、補強構造体と考えられる。このような押出形材47A,47Bが、斜め方向の剛性を補強するように延設された結果、妻構体40の中心43から周方向への変形に対する剛性をより的確に向上させ、妻構体40が剛性向上する。その波及効果として、鉄道車両1自体も剛性向上する。 The extrusions 47A, 47B for the end body structure 40 are corrugated cardboard-like hollow thick plate structures that have high rigidity in the extrusion direction and are therefore considered reinforcing structures. As a result of these extrusions 47A, 47B being extended to reinforce the rigidity in the diagonal direction, the rigidity of the end body structure 40 against deformation in the circumferential direction from the center 43 is more accurately improved, improving the rigidity of the end body structure 40. As a ripple effect, the rigidity of the railway vehicle 1 itself is also improved.

[6]図5に示す上記[5]の押出形材47Bの押出方向は、妻構体40の貫通路口42の中心に集まる方向であることが好ましい。これにより、妻構体40の中心43から周方向への変形に対する剛性をより的確に向上させ、妻構体40が剛性向上する。その波及効果として、鉄道車両1自体も剛性向上する。 [6] The extrusion direction of the extrusion profile 47B of [5] shown in FIG. 5 is preferably a direction that converges to the center of the through passage opening 42 of the end body structure 40. This more accurately improves the rigidity of the end body structure 40 against deformation in the circumferential direction from the center 43, improving the rigidity of the end body structure 40. As a ripple effect, the rigidity of the railway vehicle 1 itself is also improved.

[7]図5に示すように、上記[1]の妻構体40Cを構成する押出形材47A,47Bの一部、又は全ての押出方向を変位等高線51,52(図4及び図7)に交わる方向に揃えることが好ましい。なお、図4に示す変位等高線51,52を図5に重ねて見れば、押出形材47A,47Bは、変位等高線51,52に直交する方向に概ね揃えられている。 [7] As shown in Figure 5, it is preferable to align the extrusion directions of some or all of the extrusion members 47A, 47B constituting the gable structure 40C of [1] above in a direction intersecting the displacement contour lines 51, 52 (Figures 4 and 7). When the displacement contour lines 51, 52 shown in Figure 4 are superimposed on Figure 5, the extrusion members 47A, 47B are roughly aligned in a direction perpendicular to the displacement contour lines 51, 52.

この変位等高線51,52に直交する方向に押出形材47A,47Bの一部、又は全ての押出方向、すなわち高剛性方向が揃えられた。そのことにより、妻構体40は、実際に変形し易い箇所を効率的に補強できる。その結果、妻構体40の実際の変形に対する剛性をより的確に向上させ、妻構体40が剛性向上する。その波及効果として、鉄道車両1自体も剛性向上する。 The extrusion direction of some or all of the extrusion members 47A, 47B, i.e., the high rigidity direction, is aligned in a direction perpendicular to the displacement contour lines 51, 52. This allows the end body structure 40 to efficiently reinforce areas that are prone to deformation. As a result, the rigidity of the end body structure 40 against actual deformation is more accurately improved, and the rigidity of the end body structure 40 is improved. As a ripple effect, the rigidity of the railway vehicle 1 itself is also improved.

1…鉄道車両構体(鉄道車両、又は構体)、10…台枠、20…側構体、22…乗降口、23…窓、30…屋根構体、40(40A~40C)…妻構体、41…妻構体外板、42…貫通路口、43…貫通路口中心(妻構体中心)、44…妻柱、45…妻カモイ、46A,46B…横骨、47A,47B…押出形材、51,52…変位等高線、X,Y,Z…各方向
Reference Signs List 1...Railway vehicle body structure (railway vehicle or body structure), 10...frame, 20...side body structure, 22...boarding/alighting door, 23...window, 30...roof body structure, 40 (40A to 40C)...end body structure, 41...end body structure outer plate, 42...passageway opening, 43...passageway opening center (end body structure center), 44...end pillar, 45...end pedestal, 46A, 46B...cross frame, 47A, 47B...extruded member, 51, 52...displacement contour line, X, Y, Z...each direction

Claims (5)

妻構体を備えて構成される鉄道車両構体であって、
前記妻構体に補強構造体を備え、
前記妻構体に備えられる該補強構造体は、前記妻構体の幅方向と高さ方向との何れに対しても斜め方向に延設され、
前記妻構体に備えられる前記補強構造体は、前記補強構造体がない場合に当該鉄道車両構体に負荷される荷重によって前記妻構体が示す変位等高線に直交する仮想線上の何れかに延設される箇所を有する、
鉄道車両構体。
A railway car body structure including a gable body structure,
The end structure is provided with a reinforcing structure,
The reinforcing structure provided on the end body structure is provided to extend in an oblique direction with respect to both the width direction and the height direction of the end body structure,
the reinforcement structure provided on the end body structure has a portion that is extended to any one of virtual lines perpendicular to a displacement contour line indicated by the end body structure by a load applied to the railway vehicle body structure in the absence of the reinforcement structure,
Railway vehicle body.
妻構体を備えて構成される鉄道車両構体であって、
前記妻構体に補強構造体を備え、
前記妻構体に備えられる前記補強構造体は、前記妻構体の幅方向と高さ方向との何れに対しても斜め方向に延設される補強構造体として既にあるものと、前記妻構体の幅方向と高さ方向との何れに対しても斜め方向に延設されるとともに当該鉄道車両構体に負荷される荷重によって前記妻構体が示す変位等高線に直交する仮想線上の何れかに追加して延設される補強構造体とからなる、
鉄道車両構体。
A railway car body structure including a gable body structure,
The end structure is provided with a reinforcing structure,
The reinforcing structure provided on the end structure comprises an existing reinforcing structure extending diagonally with respect to both the width direction and the height direction of the end structure, and a reinforcing structure extending diagonally with respect to both the width direction and the height direction of the end structure and additionally extending on any of the imaginary lines perpendicular to the displacement contour lines indicated by the end structure due to the load applied to the railway vehicle structure.
Railway vehicle body.
妻構体を備えて構成される鉄道車両構体であって、
前記妻構体は、押出方向に剛性強化された押出形材を有して構成され、
該押出形材の一部又は全部の押出方向は、前記妻構体の幅方向と高さ方向との何れに対しても斜め方向である、
鉄道車両構体。
A railway car body structure including a gable body structure,
The gable structure is configured to have an extruded member having a rigidity reinforced in an extrusion direction,
The extrusion direction of a part or all of the extrusion profile is oblique to both the width direction and the height direction of the end structure.
Railway vehicle body.
前記押出形材の押出方向は前記妻構体の貫通路口の中心に集まる方向である、
請求項に記載の鉄道車両構体。
The extrusion direction of the extruded profile is a direction converging toward the center of the through passage opening of the gable structure.
The railway car structure according to claim 3 .
前記押出形材の押出方向は、前記鉄道車両構体に負荷される荷重によって前記妻構体が示す変位等高線に直交する方向である、
請求項に記載の鉄道車両構体。
The extrusion direction of the extruded profile is a direction perpendicular to a displacement contour line indicated by the end structure due to a load applied to the railway car structure.
The railway car structure according to claim 3 .
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002079939A (en) 2000-09-08 2002-03-19 Nippon Sharyo Seizo Kaisha Ltd Framework structure for rolling stock
JP2017019306A (en) 2015-07-07 2017-01-26 近畿車輌株式会社 Railway vehicle structure and manufacturing method thereof
CN207292003U (en) 2017-09-30 2018-05-01 中辆新能源轨道交通装备江苏有限公司 Low-floor tramcar strengthens headwall
WO2019187864A1 (en) 2018-03-28 2019-10-03 Jfeスチール株式会社 Rigidity improvement method for press-molded article, press-molding die, press-molded article, and production method for press-molded article

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002079939A (en) 2000-09-08 2002-03-19 Nippon Sharyo Seizo Kaisha Ltd Framework structure for rolling stock
JP2017019306A (en) 2015-07-07 2017-01-26 近畿車輌株式会社 Railway vehicle structure and manufacturing method thereof
CN207292003U (en) 2017-09-30 2018-05-01 中辆新能源轨道交通装备江苏有限公司 Low-floor tramcar strengthens headwall
WO2019187864A1 (en) 2018-03-28 2019-10-03 Jfeスチール株式会社 Rigidity improvement method for press-molded article, press-molding die, press-molded article, and production method for press-molded article

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