JP6622097B2 - Railway vehicle structure - Google Patents

Railway vehicle structure Download PDF

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JP6622097B2
JP6622097B2 JP2016016222A JP2016016222A JP6622097B2 JP 6622097 B2 JP6622097 B2 JP 6622097B2 JP 2016016222 A JP2016016222 A JP 2016016222A JP 2016016222 A JP2016016222 A JP 2016016222A JP 6622097 B2 JP6622097 B2 JP 6622097B2
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outer plate
railway vehicle
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野口 誠
誠 野口
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Japan Transport Engineering Co
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Description

本発明は、鉄道車両構体に関する。   The present invention relates to a railway vehicle structure.

鉄道車両構体は、台枠に側構体、屋根構体、及び妻構体を組み合わせて接合することによって構成されている(例えば特許文献1参照)。側構体において、車両の側壁部をなす外板の下端側には、側梁が延在している。また、台枠には、車両の幅方向に延在する複数の横梁が所定の間隔で設けられている。外板の下端部には、車両の長手方向に沿って接合部列が形成され、当該接合部列によって外板と側梁と横梁との接合がなされている。かかる構成により、乗客の収容時などに台枠に加わる応力が、横梁及び側梁を介して外板に分散されるようになっている。   A railway vehicle structure is configured by combining and joining a side frame, a roof structure, and a wife structure to a frame (see, for example, Patent Document 1). In the side structure, a side beam extends on the lower end side of the outer plate forming the side wall portion of the vehicle. The frame is provided with a plurality of transverse beams extending in the width direction of the vehicle at predetermined intervals. A joint row is formed at the lower end of the outer plate along the longitudinal direction of the vehicle, and the outer plate, the side beam, and the cross beam are joined by the joint row. With this configuration, the stress applied to the frame when the passenger is accommodated is distributed to the outer plate via the lateral beam and the side beam.

特開平7−205807号公報JP-A-7-205807

従来の構造では、外板の下端部と側梁との重ね合わせ部分において、上下2段の接合部列を形成することが一般的であった。ただし、このような構造では、多数の接合部を形成する必要があるため、工数の増加の問題や、接合部が目立つことによる外観不良の問題が生じることが考えられる。しかしながら、接合部列における接合部の形成数を単純に削減したのでは、台枠と側構体との接合強度が不足してしまうおそれがある。   In the conventional structure, it has been common to form upper and lower two-stage joint rows in the overlapping portion of the lower end portion of the outer plate and the side beams. However, in such a structure, since it is necessary to form a large number of joints, it is considered that the problem of an increase in the number of man-hours and the appearance defect due to the conspicuous joints occur. However, if the number of joints formed in the joint row is simply reduced, the joint strength between the frame and the side structure may be insufficient.

本発明は、上記課題の解決のためになされたものであり、台枠と側構体との接合強度を維持しつつ接合部の形成数を削減できる鉄道車両構体を提供することを目的とする。   The present invention has been made to solve the above-described problems, and an object of the present invention is to provide a railway vehicle structure that can reduce the number of joints formed while maintaining the joint strength between the underframe and the side structure.

本発明の一側面に係る鉄道車両構体は、台枠に側構体、屋根構体、及び妻構体を接合してなる鉄道車両構体であって、台枠は、所定の間隔をもって車両の幅方向に延在する複数の横梁を備え、側構体は、車両の側壁部をなす外板と、外板の下端側において車両の長手方向に延在する側梁とを備え、外板の下端部には、外板と側梁と横梁とを接合する接合部列が車両の長手方向に沿って形成され、接合部列は、接合部が上下方向に複数段に形成された第1の接合部と、接合部が上下方向に第1の接合部よりも少ない段数で形成された第2の接合部とを有し、第1の接合部は、横梁の位置に設けられ、第2の接合部は、横梁の位置を除く位置に設けられている。   A railway vehicle structure according to one aspect of the present invention is a railway vehicle structure formed by joining a side frame, a roof structure, and a wife structure to a frame, and the frame extends in the width direction of the vehicle at a predetermined interval. The lateral structure includes a lateral plate that forms a side wall portion of the vehicle, and a side beam that extends in the longitudinal direction of the vehicle on the lower end side of the outer plate. A joint row that joins the outer plate, the side beam, and the cross beam is formed along the longitudinal direction of the vehicle. The joint row is joined to the first joint portion in which the joint portions are formed in a plurality of stages in the vertical direction. And a second joint formed in a lower number of stages than the first joint in the vertical direction. The first joint is provided at the position of the cross beam, and the second joint is the cross beam. It is provided in a position excluding the position.

この鉄道車両構体では、第1の接合部によって剛性の高い横梁に対して外板及び側梁がしっかりと接合される。これにより、台枠に加わる応力を外板に対して効率良く分散できる。一方、この鉄道車両構体では、第2の接合部によって接合部列における接合部の点数を削減でき、工数の増加や接合部が目立つことによる外観不良の問題の解消が図られる。また、応力の分散に対する寄与が小さい位置で接合部の点数を削減することで、上下2段の接合部列を形成した従来構造と同程度の応力分散が可能となる。したがって、台枠と側構体との接合強度も維持できる。   In this railway vehicle structure, the outer plate and the side beams are firmly joined to the lateral beam having high rigidity by the first joint portion. Thereby, the stress added to a frame can be efficiently disperse | distributed with respect to an outer plate | board. On the other hand, in this railway vehicle structure, the number of joint portions in the joint row can be reduced by the second joint portion, and the problem of poor appearance due to increased man-hours and conspicuous joint portions can be solved. Further, by reducing the number of joints at a position where the contribution to the stress dispersion is small, it is possible to achieve the same stress dispersion as the conventional structure in which the upper and lower two joint rows are formed. Therefore, the bonding strength between the frame and the side structure can be maintained.

また、外板は、ドアフレームが取り付けられた開口部を有し、第1の接合部は、ドアフレームに隣接する位置に更に設けられていてもよい。側構体において、ドアフレーム付近は応力が集中し易い部分となっている。したがって、ドアフレームに隣接して接合部の段数の多い第1の接合部を設けることにより、応力を外板に対して効率良く分散でき、台枠と側構体との接合強度を十分に確保できる。   The outer plate may have an opening to which the door frame is attached, and the first joint may be further provided at a position adjacent to the door frame. In the side structure, the vicinity of the door frame is a portion where stress tends to concentrate. Therefore, by providing the first joint with a large number of joints adjacent to the door frame, the stress can be efficiently distributed to the outer plate, and the joint strength between the underframe and the side structure can be sufficiently secured. .

また、横梁は、車両の上下方向に延びるウェブ部を有し、第1の接合部は、ウェブ部の位置を挟むように設けられていてもよい。このような構成により、台枠から外板への応力の伝達効率を一層向上できる。   Further, the cross beam may have a web portion extending in the vertical direction of the vehicle, and the first joint portion may be provided so as to sandwich the position of the web portion. With such a configuration, the transmission efficiency of stress from the underframe to the outer plate can be further improved.

また、第1の接合部を構成する接合部と、第2の接合部を構成する接合部とは、上下方向に重なり合わないように設けられていてもよい。接合部同士の間隔を空けることにより、接合部列における接合部の点数を十分に削減できる。   Moreover, the junction part which comprises a 1st junction part, and the junction part which comprises a 2nd junction part may be provided so that it may not overlap in an up-down direction. By providing a space between the joint portions, the number of joint portions in the joint row can be sufficiently reduced.

また、第1の接合部を構成する接合部の高さ中心と、第2の接合部を構成する接合部の高さ中心とが略一致していてもよい。第2の接合部を構成する接合部の位置が第1の接合部を構成する接合部の位置に対して上下に偏らないことで、外板と台枠との間の隙間の発生や外板の座屈強度の低下を抑制できる。   Moreover, the height center of the junction part which comprises the 1st junction part, and the height center of the junction part which comprises the 2nd junction part may substantially correspond. The position of the joint part constituting the second joint part is not biased up and down relative to the position of the joint part constituting the first joint part. It is possible to suppress a decrease in the buckling strength.

本発明によれば、台枠と側構体との接合強度を維持しつつ接合部の形成数を削減できる鉄道車両構体を提供する。   ADVANTAGE OF THE INVENTION According to this invention, the railway vehicle structure which can reduce the formation number of a junction part is provided, maintaining the joining strength of a base frame and a side structure.

本発明に係る鉄道車両構体の一実施形態を示す斜視図である。1 is a perspective view showing an embodiment of a railway vehicle structure according to the present invention. 図1に示した鉄道車両構体を側構体側から見た図である。It is the figure which looked at the railway vehicle structure shown in FIG. 1 from the side structure side. 車両外側から見た図2の要部拡大斜視図である。FIG. 3 is an enlarged perspective view of a main part of FIG. 2 as viewed from the vehicle outer side. 車両内側から見た図2の要部拡大斜視図である。FIG. 3 is an enlarged perspective view of a main part of FIG. 2 as viewed from the vehicle inner side. 第1の接合部を構成する接合部と第2の接合部を構成する接合部との位置関係を示す図である。It is a figure which shows the positional relationship of the junction part which comprises a 1st junction part, and the junction part which comprises a 2nd junction part. 比較例に係る鉄道車両構体の側構体の正面図である。It is a front view of the side structure of the railway vehicle structure which concerns on a comparative example. 比較例に係る鉄道車両構体の側構体における応力分布の解析結果を示す図である。It is a figure which shows the analysis result of the stress distribution in the side structure of the railway vehicle structure which concerns on a comparative example. 実施例に係る鉄道車両構体の側構体における応力分布の解析結果を示す図である。It is a figure which shows the analysis result of the stress distribution in the side structure of the railway vehicle structure which concerns on an Example.

以下、図面を参照しながら、本発明の一側面に係る鉄道車両構体の好適な実施形態について詳細に説明する。   Hereinafter, a preferred embodiment of a railway vehicle structure according to one aspect of the present invention will be described in detail with reference to the drawings.

図1は、本発明に係る鉄道車両構体の一実施形態を示す斜視図である。同図に示すように、鉄道車両構体1は、台枠2と、側構体3と、屋根構体4と、妻構体5とを備え、これらの各構体が相互に接合されることにより、乗客を収容する空間を内部に有する箱型形状をなしている。鉄道車両構体1としては、例えばステンレス構体、一般鋼構体、軽合金シングルスキン構体などが例示される。   FIG. 1 is a perspective view showing an embodiment of a railway vehicle structure according to the present invention. As shown in the figure, the railway vehicle structure 1 includes a frame 2, a side structure 3, a roof structure 4, and a wife structure 5, and these structures are joined to each other, thereby It has a box shape with a space to accommodate it inside. Examples of the railway vehicle structure 1 include a stainless steel structure, a general steel structure, and a light alloy single skin structure.

台枠2は、車両の床部を構成する構体として鉄道車両構体1の底部に配置されている。台枠2の下部(床下)には、電源装置やブレーキ制御装置といった各種の床下装置が取り付けられている。側構体3及び妻構体5は、車両の側部を構成する構体として、台枠2の左右の縁部及び前後の縁部を囲むように立設されている。側構体3には、乗客・乗員が乗り降りするためのドア部6が等間隔に複数設けられている。   The underframe 2 is disposed at the bottom of the railway vehicle structure 1 as a structure that forms the floor of the vehicle. Various underfloor devices such as a power supply device and a brake control device are attached to the lower part (under the floor) of the underframe 2. The side structure 3 and the wife structure 5 are erected so as to surround the left and right edges and the front and rear edges of the frame 2 as structures constituting the side part of the vehicle. The side structure 3 is provided with a plurality of door portions 6 at equal intervals for passengers / occupants to get on and off.

また、ドア部6,6間と側構体3の両端部とには、窓部7が設けられている。妻構体5は、乗客・乗員らが車両間を行き来するための出入口部8が設けられている。屋根構体4は、車両の屋根部を構成する構体として鉄道車両の構体の上部に配置されている。車両の屋根構体4には、上部に車内の温度を調整するためのエアコンディショナーやパンタグラフ(図示しない)などが設けられている。   In addition, window portions 7 are provided between the door portions 6 and 6 and at both ends of the side structure 3. The wife structure 5 is provided with an entrance / exit 8 for passengers / occupants to move between vehicles. The roof structure 4 is arranged at the upper part of the structure of the railway vehicle as a structure constituting the roof portion of the vehicle. The roof structure 4 of the vehicle is provided with an air conditioner, a pantograph (not shown), and the like for adjusting the temperature inside the vehicle.

次に、鉄道車両構体1における台枠と側構体との接合構造について詳細に説明する。図2は、図1に示した鉄道車両構体を側構体側から見た図である。また、図3は、車両外側から見た図2の要部拡大斜視図であり、図4は、車両内側から見た図2の要部拡大斜視図である。   Next, the joint structure between the frame and the side structure in the railway vehicle structure 1 will be described in detail. FIG. 2 is a view of the railway vehicle structure shown in FIG. 1 as viewed from the side structure side. 3 is an enlarged perspective view of main parts of FIG. 2 viewed from the outside of the vehicle, and FIG. 4 is an enlarged perspective view of main parts of FIG. 2 viewed from the inside of the vehicle.

図2に示すように、台枠2は、所定の間隔をもって車両の幅方向に延在する複数の横梁11を備えている。横梁11は、いわゆるC型鋼であり、例えばウェブ部21と、ウェブ部21の一端及び他端からウェブ部21の一面側に張り出した一対のフランジ部22,22とを備えている(図3,4参照)。横梁11は、ウェブ部21が鉛直方向を向くように台枠2に対して配置され、下方側のフランジ部22に沿って形成された不図示の接合部によって台枠2に固定されている。   As shown in FIG. 2, the underframe 2 includes a plurality of cross beams 11 extending in the vehicle width direction at a predetermined interval. The cross beam 11 is a so-called C-shaped steel, and includes, for example, a web portion 21 and a pair of flange portions 22 and 22 projecting from one end and the other end of the web portion 21 to one surface side of the web portion 21 (FIG. 3). 4). The cross beam 11 is arranged with respect to the frame 2 so that the web portion 21 faces the vertical direction, and is fixed to the frame 2 by a joint portion (not shown) formed along the flange portion 22 on the lower side.

側構体3は、車両の側壁部をなす外板12と、外板12の下端側において車両の長手方向に延在する側梁13とを備えている。外板12は、例えば吹寄板、腰板、幕板、ドア上板などを組み合わせて構成されている。外板12は、ドア部6を取り付ける位置にドア開口部(開口部)14を有し、ドア開口部14の縁にはドアフレーム15が取り付けられている。また、外板12は、窓部7を取り付ける位置に窓開口部16を有している。   The side structure 3 includes an outer plate 12 that forms a side wall portion of the vehicle, and a side beam 13 that extends in the longitudinal direction of the vehicle on the lower end side of the outer plate 12. The outer plate 12 is configured by combining, for example, a blowing plate, a waist plate, a curtain plate, a door upper plate, and the like. The outer plate 12 has a door opening (opening) 14 at a position where the door 6 is attached, and a door frame 15 is attached to an edge of the door opening 14. The outer plate 12 has a window opening 16 at a position where the window 7 is attached.

側梁13は、いわゆるC型鋼であり、例えばウェブ部31と、ウェブ部31の一端及び他端からウェブ部31の一面側に張り出した一対のフランジ部32,32とを備えている(図3,4参照)。側梁13は、ウェブ部31が外板12の内面に沿うと共に、ウェブ部31の下端側が外板12の下端よりも下方に張り出すように外板12の内面側に配置されている。   The side beam 13 is a so-called C-shaped steel, and includes, for example, a web portion 31 and a pair of flange portions 32 and 32 projecting from one end and the other end of the web portion 31 to one surface side of the web portion 31 (FIG. 3). , 4). The side beams 13 are arranged on the inner surface side of the outer plate 12 so that the web portion 31 extends along the inner surface of the outer plate 12 and the lower end side of the web portion 31 projects downward from the lower end of the outer plate 12.

一対のフランジ部32,32は、図3及び図4に示すように、車両の幅方向の中央側に向かって突出した状態となっている。側梁13において、ウェブ部31と、一対のフランジ部32,32とで囲まれる部分には、台枠2の横梁11の長手方向の端部が差し込まれ、横梁11の端面が側梁13のウェブ部31に突き当てられている。この横梁11と側梁13との交差部分においては、横梁11における一対のフランジ部22,22の外面が側梁13における一対のフランジ部32,32の内面にそれぞれ当接している。   As shown in FIGS. 3 and 4, the pair of flange portions 32, 32 are in a state of protruding toward the center in the width direction of the vehicle. In the side beam 13, a longitudinal end portion of the horizontal beam 11 of the frame 2 is inserted into a portion surrounded by the web portion 31 and the pair of flange portions 32 and 32, and the end surface of the horizontal beam 11 is the side surface of the side beam 13. It is abutted against the web part 31. At the intersection between the lateral beam 11 and the side beam 13, the outer surfaces of the pair of flange portions 22, 22 in the lateral beam 11 are in contact with the inner surfaces of the pair of flange portions 32, 32 in the side beam 13, respectively.

また、この横梁11と側梁13との交差部分においては、L字状をなす接続部材41が配置されている。接続部材41は、横梁11のウェブ部21に沿う平坦部分42と、側梁13のウェブ部31に沿う平坦部分43とを有している。接続部材41は、不図示の接合部によって横梁11のウェブ部21に対して接合されている。   Further, an L-shaped connecting member 41 is disposed at the intersection between the lateral beam 11 and the side beam 13. The connecting member 41 has a flat portion 42 along the web portion 21 of the cross beam 11 and a flat portion 43 along the web portion 31 of the side beam 13. The connection member 41 is joined to the web portion 21 of the cross beam 11 by a joint portion (not shown).

外板12と側梁13と横梁11とは、図2に示すように、外板12の下端部12aにおいて車両の長手方向に沿って形成された接合部列51によって互いに接合されている。接合部列51を構成する複数の接合部Wは、抵抗スポット溶接による接合部であってもよく、アーク溶接又はレーザ溶接による接合部であってもよい。また、摩擦撹拌接合による接合部であってもよく、リベットやボルト−ナットによる接合部であってもよい。   As shown in FIG. 2, the outer plate 12, the side beam 13, and the cross beam 11 are joined to each other by a joining portion row 51 formed along the longitudinal direction of the vehicle at the lower end portion 12 a of the outer plate 12. The plurality of joints W constituting the joint row 51 may be joints by resistance spot welding, or may be joints by arc welding or laser welding. Moreover, the junction part by friction stir welding may be sufficient, and the junction part by a rivet or a bolt-nut may be sufficient.

接合部列51は、接合部Wが上下方向に複数段に形成された第1の接合部52と、接合部Wが上下方向に第1の接合部52よりも少ない段数で形成された第2の接合部53とを有している。本実施形態では、第1の接合部52の接合部Wは上下2段となっており、第2の接合部53の接合部Wは上下1段となっている。   The joint row 51 includes a first joint portion 52 in which the joint portions W are formed in a plurality of steps in the vertical direction, and a second portion in which the joint portions W are formed in a number of steps lower than that of the first joint portion 52 in the vertical direction. The joint part 53 is provided. In the present embodiment, the joint portion W of the first joint portion 52 has two upper and lower stages, and the joint portion W of the second joint portion 53 has one upper and lower stages.

第1の接合部52は、横梁11の位置に対応して設けられている。より具体的には、第1の接合部52は、車両の幅方向から見て、横梁11のウェブ部21を車両の長手方向に挟むように一対に設けられている。つまり、本実施形態では、横梁11の位置に対応して第1の接合部52が2列で設けられ、第1の接合部52,52間に横梁11のウェブ部21が位置している。図3及び図4に示すように、ウェブ部21の一方側の第1の接合部52を構成する接合部Wは、外板12の下端部12aと側梁13のウェブ部31とを固定しており、ウェブ部21の他方側の第1の接合部52を構成する接合部Wは、外板12の下端部12aと側梁13の側梁13のウェブ部31と接続部材41の平坦部分43とを固定している。   The first joint portion 52 is provided corresponding to the position of the cross beam 11. More specifically, the first joint portion 52 is provided in a pair so as to sandwich the web portion 21 of the cross beam 11 in the longitudinal direction of the vehicle as viewed from the width direction of the vehicle. That is, in the present embodiment, the first joint portions 52 are provided in two rows corresponding to the position of the cross beam 11, and the web portion 21 of the cross beam 11 is located between the first joint portions 52 and 52. As shown in FIGS. 3 and 4, the joining portion W constituting the first joining portion 52 on one side of the web portion 21 fixes the lower end portion 12 a of the outer plate 12 and the web portion 31 of the side beam 13. The connecting portion W constituting the first connecting portion 52 on the other side of the web portion 21 is a flat portion of the connecting member 41 and the lower end portion 12a of the outer plate 12, the web portion 31 of the side beam 13 of the side beam 13, and the connecting member 41. 43 is fixed.

また、第1の接合部52は、図2に示すように、ドアフレーム15に隣接する位置にも設けられている。本実施形態では、ドアフレーム15に隣接して第1の接合部52が1列のみ設けられている。この第1の接合部52を構成する接合部Wは、外板12の下端部12aと側梁13のウェブ部31とを固定している。   Moreover, the 1st junction part 52 is provided also in the position adjacent to the door frame 15, as shown in FIG. In the present embodiment, only one row of the first joint portions 52 is provided adjacent to the door frame 15. The joint portion W constituting the first joint portion 52 fixes the lower end portion 12 a of the outer plate 12 and the web portion 31 of the side beam 13.

第2の接合部53は、横梁11の位置を除く位置に複数設けられている。図3及び図4に示すように、第2の接合部53を構成する接合部Wのうち、接続部材41が側梁13に重なる部分に形成された接合部Wは、外板12の下端部12aと側梁13の側梁13のウェブ部31と接続部材41の平坦部分43とを固定している。また、接続部材41が側梁13に重ならない部分に形成された接合部Wは、外板12の下端部12aと側梁13のウェブ部31とを固定している。   A plurality of second joint portions 53 are provided at positions excluding the position of the cross beam 11. As shown in FIGS. 3 and 4, the joint W formed at the portion where the connection member 41 overlaps the side beam 13 in the joint W constituting the second joint 53 is the lower end of the outer plate 12. 12 a and the web portion 31 of the side beam 13 of the side beam 13 and the flat portion 43 of the connecting member 41 are fixed. Further, the joint W formed at a portion where the connecting member 41 does not overlap the side beam 13 fixes the lower end portion 12 a of the outer plate 12 and the web portion 31 of the side beam 13.

図5は、第1の接合部を構成する接合部と第2の接合部を構成する接合部との位置関係を示す図である。同図に示すように、接合部列51において、第1の接合部52を構成する接合部Wと、第2の接合部53を構成する接合部Wとは、一定の間隔Tをもって等間隔に設けられており、上下方向に互いに重なり合わないようになっている。接合部W,W間の間隔Tは、外板12と台枠2との間に隙間が生じないような条件下で適宜設定される。   FIG. 5 is a diagram illustrating a positional relationship between a joint portion constituting the first joint portion and a joint portion constituting the second joint portion. As shown in the figure, in the junction row 51, the junction W constituting the first junction 52 and the junction W constituting the second junction 53 are equally spaced with a constant interval T. They are provided so that they do not overlap each other in the vertical direction. The interval T between the joints W and W is appropriately set under conditions such that no gap is generated between the outer plate 12 and the frame 2.

また、本実施形態では、第1の接合部52を構成する接合部Wの高さ中心と、第2の接合部53を構成する接合部Wの高さ中心とが略一致している。すなわち、図5に示すように、第2の接合部53を構成する接合部Wの中心同士を結ぶラインLが、第1の接合部52における上段の接合部Wの上縁と下段の接合部Wの下縁との間隔Hの中点を通るようになっている。   Further, in the present embodiment, the height center of the joint portion W constituting the first joint portion 52 and the height center of the joint portion W constituting the second joint portion 53 are substantially coincident. That is, as shown in FIG. 5, the line L connecting the centers of the joints W constituting the second joint 53 is formed by connecting the upper edge and the lower joint of the upper joint W in the first joint 52. It passes through the midpoint of the distance H from the lower edge of W.

以上のような鉄道車両構体1では、第1の接合部52によって剛性の高い横梁11に対して外板12及び側梁13がしっかりと接合される。これにより、台枠2に加わる応力を、横梁11及び側梁13を介して外板12に効率良く分散できる。一方、この鉄道車両構体1では、第2の接合部53によって接合部列51における接合部Wの点数を削減でき、工数の増加や接合部Wが目立つことによる外観不良の問題の解消が図られる。また、応力の分散に対する寄与が小さい位置で接合部Wの点数を削減することで、上下2段の接合部列51を形成した従来構造と同程度の応力分散が可能となる。したがって、台枠2と側構体3との接合強度も維持できる。   In the railway vehicle structure 1 as described above, the outer plate 12 and the side beams 13 are firmly joined to the transverse beam 11 having high rigidity by the first joint portion 52. Thereby, the stress applied to the frame 2 can be efficiently distributed to the outer plate 12 through the lateral beam 11 and the side beam 13. On the other hand, in this railway vehicle structure 1, the number of joints W in the joint row 51 can be reduced by the second joints 53, and the problem of poor appearance due to an increase in man-hours and conspicuous joints W can be solved. . Further, by reducing the number of joints W at positions where the contribution to the stress dispersion is small, it is possible to achieve the same stress dispersion as the conventional structure in which the upper and lower two joint rows 51 are formed. Therefore, the bonding strength between the frame 2 and the side structure 3 can also be maintained.

また、鉄道車両構体1では、ドアフレーム15が取り付けられたドア開口部14が外板12に設けられ、ドアフレーム15に隣接する位置に第1の接合部52が更に設けられている。側構体3において、ドアフレーム15付近は応力が集中し易い部分となっている。したがって、ドアフレーム15に隣接して接合部Wの段数の多い第1の接合部52を設けることにより、応力を外板12に対して効率良く分散でき、台枠2と側構体3との接合強度を十分に確保できる。   In the railway vehicle structure 1, the door opening 14 to which the door frame 15 is attached is provided in the outer plate 12, and the first joint 52 is further provided at a position adjacent to the door frame 15. In the side structure 3, the vicinity of the door frame 15 is a portion where stress tends to concentrate. Therefore, by providing the first joint 52 having a large number of joints W adjacent to the door frame 15, the stress can be efficiently distributed to the outer plate 12, and the joint between the base frame 2 and the side structure 3 can be performed. Enough strength can be secured.

また、鉄道車両構体1では、車両の上下方向に延びるウェブ部21が横梁11に設けられ、当該ウェブ部21の位置を挟むように第1の接合部52が設けられている。このような構成により、横梁11及び側梁13を介した台枠2から外板12への応力の伝達効率を一層向上できる。   Moreover, in the rail vehicle structure 1, the web part 21 extended in the up-down direction of a vehicle is provided in the cross beam 11, and the 1st junction part 52 is provided so that the position of the said web part 21 may be pinched | interposed. With such a configuration, the transmission efficiency of stress from the frame 2 to the outer plate 12 via the lateral beam 11 and the side beam 13 can be further improved.

また、鉄道車両構体1では、第1の接合部52を構成する接合部Wと、第2の接合部53を構成する接合部Wとが上下方向に重なり合わないように設けられている。これにより、接合部W,W同士の間隔が空くので、接合部列51における接合部Wの点数を十分に削減できる。   Further, in the railway vehicle structure 1, the joint portion W constituting the first joint portion 52 and the joint portion W constituting the second joint portion 53 are provided so as not to overlap in the vertical direction. Thereby, since the space | interval of junction part W and W is opened, the score of the junction part W in the junction part row | line | column 51 can fully be reduced.

また、鉄道車両構体1では、第1の接合部52を構成する接合部Wの高さ中心と、第2の接合部53を構成する接合部Wの高さ中心とが略一致している。第2の接合部53を構成する接合部Wの位置が第1の接合部52を構成する接合部Wの位置に対して上下に偏らないことで、外板12と台枠2との間の隙間の発生や外板12の座屈強度の低下を抑制できる。   In the railway vehicle structure 1, the center of the height of the joint W that constitutes the first joint 52 and the center of the height of the joint W that constitutes the second joint 53 substantially coincide. The position of the joint part W constituting the second joint part 53 is not biased up and down with respect to the position of the joint part W constituting the first joint part 52, so that the space between the outer plate 12 and the frame 2 is Generation | occurrence | production of a clearance gap and the fall of the buckling strength of the outer plate | board 12 can be suppressed.

続いて、本発明の効果確認試験について説明する。   Then, the effect confirmation test of this invention is demonstrated.

当該効果確認試験は、比較例及び実施例について、一定の荷重を台枠に付加した場合の側構体の応力分布を解析したものである。比較例に係る側構体は、接合部列が全体にわたって上下2段の接合部によって形成されたモデルとした(図6参照)。また、実施例に係る側構体は、上下2段の接合部Wからなる第1の接合部と上下1段の接合部からなる第2接合部とを有する接合部列が形成されたモデルとした(図2参照)。   The effect confirmation test is an analysis of the stress distribution of the side structure when a constant load is applied to the frame for the comparative example and the example. The side structure according to the comparative example was a model in which the joint row was formed by two upper and lower joints as a whole (see FIG. 6). Further, the side structure according to the example is a model in which a joint row having a first joint composed of the upper and lower two-stage joint W and a second joint composed of the upper and lower joints is formed. (See FIG. 2).

図7は、比較例に係る鉄道車両構体の側構体における応力分布の解析結果を示す図である。また、図8は、実施例に係る鉄道車両構体の側構体における応力分布の解析結果を示す図である。図7及び図8は、台枠の全体に通勤ラッシュ時相当の荷重が均等にかかった場合を想定し、この荷重に対する側構体の下部の応力分布を等高線で示したものである。図7及び図8に示す結果から、比較例の側構体における応力分布と、実施例の側構体における応力分布との間には、横梁の近傍及び横梁間のいずれの領域についても殆ど差異が無いことが分かる。   FIG. 7 is a diagram illustrating an analysis result of the stress distribution in the side structure of the railway vehicle structure according to the comparative example. Moreover, FIG. 8 is a figure which shows the analysis result of the stress distribution in the side structure of the railway vehicle structure which concerns on an Example. FIG. 7 and FIG. 8 show a case where a load equivalent to commuting rush is uniformly applied to the entire underframe, and the stress distribution in the lower part of the side structure with respect to this load is shown by contour lines. From the results shown in FIG. 7 and FIG. 8, there is almost no difference between the stress distribution in the side structure of the comparative example and the stress distribution in the side structure of the example in any region in the vicinity of the cross beam and between the cross beams. I understand that.

したがって、本発明のように、接合部が上下方向に複数段に形成された第1の接合部と、接合部が上下方向に第1の接合部よりも少ない段数で形成された第2の接合部とによって接合部列を構成した場合でも、従来のように全体にわたって上下2段の接合部で接合部列を構成した場合と同程度の応力分散が可能であることが確認された。   Therefore, as in the present invention, the first joint portion in which the joint portion is formed in a plurality of stages in the vertical direction, and the second joint in which the joint portion is formed in the vertical direction with a smaller number of stages than the first joint portion. Even in the case where the joint row is formed by the portions, it has been confirmed that the same level of stress distribution as in the conventional case where the joint row is constituted by the upper and lower two-stage joints is possible.

本発明は、上記実施形態に限られるものではない。例えば上記実施形態では、第1の接合部52を上下2段の接合部Wで構成し、第2の接合部53を上下1段の接合部Wで構成しているが、第2の接合部53を構成する接合部Wの段数が第1の接合部52を構成する接合部Wの段数よりも少ないものであれば、接合部Wの段数は任意に設定してよい。また、ドアフレーム15に隣接する第1の接合部52は、必ずしも設けなくてもよく、ドアフレーム15に隣接して第2の接合部53を設けるようにしてもよい。   The present invention is not limited to the above embodiment. For example, in the above-described embodiment, the first joint portion 52 is configured by the upper and lower two-stage joint portion W, and the second joint portion 53 is configured by the upper and lower one-stage joint portion W. As long as the number of stages of the joint part W constituting 53 is smaller than the number of stages of the joint part W constituting the first joint part 52, the number of stages of the joint part W may be set arbitrarily. Further, the first joint portion 52 adjacent to the door frame 15 may not necessarily be provided, and the second joint portion 53 may be provided adjacent to the door frame 15.

上記実施形態では、第1の接合部52,52間の接合部Wの間隔と、第1の接合部52と第2の接合部53との間の接合部Wの間隔と、第2の接合部53,53間の接合部Wの間隔とが全て同一となっているが、これらの間隔は異なっていてもよい。また、上記実施形態では、第1の接合部52を構成する接合部Wと第2の接合部53を構成する接合部Wとが上下方向に重なり合わないように設けられているが、これらの一部同士が上下に重なり合うように設けられていてもよい。   In the said embodiment, the space | interval of the junction part W between the 1st junction parts 52 and 52, the space | interval of the junction part W between the 1st junction part 52 and the 2nd junction part 53, and 2nd joining The intervals between the joint portions W between the portions 53 and 53 are all the same, but these intervals may be different. Moreover, in the said embodiment, although the junction part W which comprises the 1st junction part 52 and the junction part W which comprises the 2nd junction part 53 are provided so that it may not overlap in an up-down direction, these You may provide so that one part may mutually overlap up and down.

第1の接合部52を構成する接合部Wの高さ中心と、第2の接合部53を構成する接合部Wの高さ中心とは、必ずしも一致していなくてもよい。この場合であっても、接合部列51における接合部Wの上下の偏りを抑える観点から、第2の接合部53を構成する接合部Wの高さ中心は、第1の接合部52を構成する接合部Wのうち、最上段に位置する接合部Wと最下段に位置する接合部Wとの間の領域に位置していることが好ましい。   The center of the height of the joint W that constitutes the first joint 52 and the center of the height of the joint W that constitutes the second joint 53 do not necessarily coincide with each other. Even in this case, from the viewpoint of suppressing the vertical deviation of the joint W in the joint row 51, the center of the height of the joint W constituting the second joint 53 constitutes the first joint 52. It is preferable that it is located in the area | region between the junction part W located in the uppermost step, and the junction part W located in the lowest step among the junction parts W to be performed.

1…鉄道車両構体、2…台枠、3…側構体、4…屋根構体、5…妻構体、11…横梁、12…外板、12a…下端部、13…側梁、14…ドア開口部(開口部)、15…ドアフレーム、21…ウェブ部、51…接合部列、52…第1の接合部、53…第2の接合部、W…接合部。   DESCRIPTION OF SYMBOLS 1 ... Railway vehicle structure, 2 ... Underframe, 3 ... Side structure, 4 ... Roof structure, 5 ... Wife structure, 11 ... Cross beam, 12 ... Outer plate, 12a ... Lower end part, 13 ... Side beam, 14 ... Door opening (Opening), 15 ... door frame, 21 ... web part, 51 ... joint part row, 52 ... first joint part, 53 ... second joint part, W ... joint part.

Claims (4)

台枠に側構体、屋根構体、及び妻構体を接合してなる鉄道車両構体であって、
前記台枠は、所定の間隔をもって車両の幅方向に延在する複数の横梁を備え、
前記側構体は、前記車両の側壁部をなす外板と、前記外板の下端側において前記車両の長手方向に延在する側梁とを備え、
前記外板の下端部には、前記外板と前記側梁と前記横梁とを接合する接合部列が前記車両の長手方向に沿って形成され、
前記接合部列は、接合部が上下方向に複数段に形成された第1の接合部と、接合部が上下方向に前記第1の接合部よりも少ない段数で形成された第2の接合部とを有し、
前記第1の接合部は、前記横梁の位置に設けられ、前記第2の接合部は、前記横梁の位置を除く位置に設けられ
前記第1の接合部を構成する前記接合部と、前記第2の接合部を構成する前記接合部とは、上下方向に重なり合わないように設けられている鉄道車両構体。
A railway vehicle structure formed by joining a side frame, a roof structure, and a wife structure to a frame,
The underframe includes a plurality of cross beams extending in the width direction of the vehicle at a predetermined interval,
The side structure includes an outer plate forming a side wall portion of the vehicle, and a side beam extending in a longitudinal direction of the vehicle on a lower end side of the outer plate,
At the lower end portion of the outer plate, a joint row that joins the outer plate, the side beam, and the transverse beam is formed along the longitudinal direction of the vehicle,
The joint row includes a first joint in which joints are formed in a plurality of stages in the vertical direction, and a second joint in which the joints are formed in a number of stages lower than the first joint in the vertical direction. And
The first joint is provided at the position of the cross beam, and the second joint is provided at a position excluding the position of the cross beam ,
The railway vehicle structure provided so that the joining portion constituting the first joining portion and the joining portion constituting the second joining portion do not overlap in the vertical direction .
前記外板は、ドアフレームが取り付けられた開口部を有し、
前記第1の接合部は、前記ドアフレームに隣接する位置に更に設けられている請求項1記載の鉄道車両構体。
The outer plate has an opening to which a door frame is attached;
The railway vehicle structure according to claim 1, wherein the first joint is further provided at a position adjacent to the door frame.
前記横梁は、前記車両の上下方向に延びるウェブ部を有し、
前記第1の接合部は、前記ウェブ部の位置を挟むように設けられている請求項1又は2記載の鉄道車両構体。
The horizontal beam has a web portion extending in the vertical direction of the vehicle,
The railway vehicle structure according to claim 1 or 2, wherein the first joint portion is provided so as to sandwich the position of the web portion.
前記第1の接合部を構成する前記接合部の高さ中心と、前記第2の接合部を構成する前記接合部の高さ中心とが略一致している請求項1〜のいずれか一項記載の鉄道車両構体。 Wherein the height center of the junction constituting a first joint portion, any one of the second joint section according to the height center of the joint portion substantially coincides constituting the 1-3 The railway vehicle structure described in the item.
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