JP4477047B2 - Vehicle structure - Google Patents

Vehicle structure Download PDF

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JP4477047B2
JP4477047B2 JP2007213936A JP2007213936A JP4477047B2 JP 4477047 B2 JP4477047 B2 JP 4477047B2 JP 2007213936 A JP2007213936 A JP 2007213936A JP 2007213936 A JP2007213936 A JP 2007213936A JP 4477047 B2 JP4477047 B2 JP 4477047B2
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plate
strength plate
railway vehicle
side beam
strength
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JP2008001363A (en
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英之 中村
尚史 古川
吉田  敬
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Hitachi Ltd
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Description

本発明は、鉄道車両やモノレール車両の車両構体の構成に関する。   The present invention relates to a configuration of a vehicle structure of a railway vehicle or a monorail vehicle.

鉄道車両構体は、上面を構成する屋根構体と側面を構成する2枚の側構体と下面を構成する台枠と端面を構成する2枚の妻構体から成る。近年では、軽量化や製作性向上を主な目的として、屋根構体、側構体及び台枠にアルミニウム合金製の中空押出形材を、妻構体にアルミニウム合金製のリブ付き押出形材を使用するようになった。これは、下記特許文献1に示されている。
特許第2604226号公報
The railway vehicle structure is composed of a roof structure that constitutes the upper surface, two side structures that constitute the side surfaces, a frame that constitutes the lower surface, and two wife structures that constitute the end surfaces. In recent years, aluminum alloy hollow extrusions have been used for roof structures, side structures and underframes, and aluminum alloy ribbed extrusions have been used for the end structures, with the primary objective of reducing weight and improving manufacturability. Became. This is shown in Patent Document 1 below.
Japanese Patent No. 2604226

鉄道車両においては、良好な乗心地性能を確保するため、上下方向の曲げ振動を抑制する必要がある。この曲げ振動の抑制には構体の曲げ剛性の向上(堅くすること)が有効であり、その具体的な方法としては「構体の断面二次モーメントを高くする」、「構体に使用する材料の縦弾性係数を高くする」といったものが挙げられる。
構体の断面二次モーメントを高くするための最も有効な手段は、構体の高さ及び幅を拡張することである。しかし、これは、周囲のインフラ設備との干渉を引き起こすため、現実的でない。
In railway vehicles, it is necessary to suppress bending vibration in the vertical direction in order to ensure good riding comfort performance. In order to suppress this bending vibration, it is effective to improve (stiffen) the flexural rigidity of the structure. Specific methods include “increasing the cross-sectional secondary moment of the structure” and “vertical length of the material used for the structure. “Increase the elastic modulus”.
The most effective means for increasing the structural moment of inertia of the structure is to expand the height and width of the structure. However, this is not practical because it causes interference with surrounding infrastructure facilities.

よって、構体の断面二次モーメントを高くするための現実的に有効な手段は、構体に使用する部材の板厚を増加することである。しかし、構体に使用する全ての部材の板厚を増加することは、構体質量の大幅な増加を引き起こす。また、同様に、構体に使用する全ての材料の縦弾性係数を高くすることは、構体質量の大幅な増加を引き起こす。これは、一般に、縦弾性係数の高い材料は、密度も高いからである。
本発明の目的は、構体質量の増加を極力抑えながら、構体の曲げ剛性を向上し、鉄道車両の上下方向の曲げ振動を抑制することによって、良好な乗心地性能を提供することにある。
Therefore, a practically effective means for increasing the sectional moment of inertia of the structure is to increase the thickness of the member used for the structure. However, increasing the thickness of all members used in the structure causes a significant increase in the structure mass. Similarly, increasing the longitudinal elastic modulus of all materials used in the structure causes a significant increase in structure mass. This is because a material having a high longitudinal elastic modulus generally has a high density.
An object of the present invention is to provide good riding comfort performance by improving the bending rigidity of the structure while suppressing the bending vibration in the vertical direction of the railway vehicle while suppressing an increase in the mass of the structure as much as possible.

上記目的は、車両構体の長手方向中央部の屋根構体または台枠の側梁が他の部位の前記屋根構体または前記側梁の剛性よりも高くなっており、車両構体の長手方向中央部の台枠の側梁の板厚は、他の部位の前記側梁の板厚より厚くなっていること、によって達成できる。   The above object is that the roof structure or the side beam of the base frame in the longitudinal center part of the vehicle structure is higher than the rigidity of the roof structure or the side beam in the other part, and the platform in the longitudinal direction center part of the vehicle structure. The plate thickness of the side beam of the frame can be achieved by being thicker than the plate thickness of the side beam in the other part.

本発明の各種の実施例を以下に説明する。各図において、後の図に出てきた先の図と同一番号は説明を省略し、先の図で説明した同一部材を示す。   Various embodiments of the invention are described below. In each figure, the same reference numerals as those in the previous figures appearing in the subsequent figures are omitted, and the same members described in the previous figures are shown.

本発明の第1の実施例を図1、図2により説明する。鉄道車両構体10は、上面を構成する屋根構体1、側面を構成する2枚の側構体2、下面を構成する台枠3、端面を構成する2枚の妻構体4から成る。側構体2の幅方向端部で、下部には、側梁5が存在する。台枠3には、台枠3と走行装置(図示せず)とを接続する枕梁6が存在する。   A first embodiment of the present invention will be described with reference to FIGS. The railway vehicle structure 10 includes a roof structure 1 that constitutes an upper surface, two side structures 2 that constitute a side surface, a frame 3 that constitutes a lower surface, and two wife structures 4 that constitute end surfaces. A side beam 5 is present at the lower end of the side structure 2 in the width direction. The underframe 3 includes pillow beams 6 that connect the underframe 3 and a traveling device (not shown).

屋根構体1、側構体2、台枠3、妻構体4は、それぞれ複数の押出形材を接合して構成している。屋根構体1、側構体2、台枠3を構成する押出形材は、アルミニウム合金製の中空形材であり、押出方向を鉄道車両構体10の長手方向にしている。妻構体4を構成する押出形材は、アルミニウム合金製のリブ付き形材であり、押出方向を鉄道車両構体10の上下方向にしている。   The roof structure 1, the side structure 2, the underframe 3, and the end structure 4 are each formed by joining a plurality of extruded shapes. The extruded shape members constituting the roof structure 1, the side structure 2, and the underframe 3 are aluminum alloy hollow shapes, and the extrusion direction is the longitudinal direction of the railcar structure 10. The extruded shape forming the end structure 4 is a shape with ribs made of aluminum alloy, and the extrusion direction is the vertical direction of the railway vehicle structure 10.

鉄道車両構体10の変形状態を図19、図20により説明する。図19(a)は、鉄道車両構体10の側面図である。鉄道車両構体10は、枕梁6の長手方向中心で走行装置(図示せず)に支持されている。   The deformation state of the railway vehicle structure 10 will be described with reference to FIGS. FIG. 19A is a side view of the railway vehicle structure 10. The railway vehicle structure 10 is supported by a traveling device (not shown) at the longitudinal center of the pillow beam 6.

鉄道車両構体10には、鉄道車両構体10に加えて電気機器などの艤装部材や人員による鉄道車両構体10の上下方向の荷重17が負荷される。この上下方向の荷重17により、鉄道車両構体10には、モーメント分布18が発生する。   In addition to the railway vehicle structure 10, a load 17 in the vertical direction of the railway vehicle structure 10 is applied to the railway vehicle structure 10 by a member such as an electric device or a person. Due to the load 17 in the vertical direction, a moment distribution 18 is generated in the railway vehicle structure 10.

ここで、図19(b)の横軸は鉄道車両構体10の長手方向の位置を、縦軸は該当位置に発生するモーメント量を示している。このモーメント量に比例して、図20に示すように、ひずみ分布19が発生する。ここで、縦軸は鉄道車両構体10の上下方向の位置を、横軸は該当位置に発生するひずみ量を示している。   Here, the horizontal axis of FIG. 19B indicates the position in the longitudinal direction of the railway vehicle structure 10, and the vertical axis indicates the amount of moment generated at the corresponding position. In proportion to this moment amount, a strain distribution 19 is generated as shown in FIG. Here, the vertical axis represents the vertical position of the railcar structure 10, and the horizontal axis represents the amount of strain generated at the corresponding position.

これより、鉄道車両構体10は、鉄道車両構体10の長手方向中央部の屋根構体1及び側梁5において大きく変形することがわかる。すなわち、鉄道車両構体10の曲げ剛性を効率的に向上するためには、鉄道車両構体10の長手方向中央部の屋根構体1及び側梁5の変形を抑えることが有効であることがわかる。   From this, it can be seen that the railway vehicle structure 10 is greatly deformed in the roof structure 1 and the side beams 5 at the center in the longitudinal direction of the railway vehicle structure 10. That is, in order to efficiently improve the bending rigidity of the railway vehicle structure 10, it can be seen that it is effective to suppress the deformation of the roof structure 1 and the side beams 5 at the center in the longitudinal direction of the railway vehicle structure 10.

ここで、図2の構造を説明する。鉄道車両構体10の長手方向中央部の屋根構体1の中空形材1bの車内側に強度板7を貼り付けしている。貼り付けは、溶接によって行っている。この溶接は、強度板7の外周部は隅肉溶接7b、強度板7の外周部の間は、強度板7を貫通する穴8を設け、この穴8にて中空形材1bに栓溶接9している。栓溶接といっても、穴8を埋める必要はなく、強度的に接合していればよく、ここも隅肉溶接でよい。穴8は、中空形材1bの車内側の面板1cと車外側の面板1dとを接続する接続板1eと面板1cとの交点に溶接している。交点に車両長手方向に沿って、連続的に溶接しても間欠的に溶接してもよい。   Here, the structure of FIG. 2 will be described. A strength plate 7 is attached to the inner side of the hollow shape member 1b of the roof structure 1 at the center in the longitudinal direction of the railway vehicle structure 10. Pasting is performed by welding. In this welding, the outer peripheral portion of the strength plate 7 is fillet weld 7b, and the outer peripheral portion of the strength plate 7 is provided with a hole 8 penetrating the strength plate 7, and the hole 8 is plug welded 9 to the hollow profile 1b. is doing. Even if it is called plug welding, it is not necessary to fill the hole 8, and it is sufficient if the holes 8 are joined together. Fillet welding may also be used here. The hole 8 is welded to the intersection of the connection plate 1e and the face plate 1c that connect the face plate 1c on the vehicle interior side and the face plate 1d on the vehicle exterior side of the hollow shape member 1b. The intersection may be welded continuously or intermittently along the longitudinal direction of the vehicle.

強度板7の鉄道車両構体10の車両長手方向の貼付範囲は、2つの枕梁6の間であり、鉄道車両構体10の長手方向中心からほぼ対称である。
強度板7の幅方向(車両の幅方向、車両長手方向に対して直角方向を言う。)の貼付範囲は、屋根構体1の幅方向の長さの半分程度であり、屋根構体1の幅方向中心からほぼ対称である。
The pasting range in the vehicle longitudinal direction of the railway vehicle structure 10 of the strength plate 7 is between the two pillow beams 6 and is substantially symmetric from the longitudinal center of the railway vehicle structure 10.
The pasting range of the strength plate 7 in the width direction (the width direction of the vehicle, the direction perpendicular to the longitudinal direction of the vehicle) is about half the length in the width direction of the roof structure 1, and the width direction of the roof structure 1. It is almost symmetrical from the center.

これらの範囲及び強度板7の板厚は、鉄道車両構体10に必要とされる曲げ剛性、鉄道車両構体10の質量制限、許容空間、施工制限などによって変化する。また、強度板7は、複数の板から構成されることもある。強度板7の板厚の変化は中空形材1bの面板1c、1dの板厚で対応できる。   These ranges and the thickness of the strength plate 7 vary depending on the bending rigidity required for the railcar structure 10, the mass limit of the railcar structure 10, the allowable space, the construction limit, and the like. The strength plate 7 may be composed of a plurality of plates. The change in the thickness of the strength plate 7 can be handled by the thickness of the face plates 1c and 1d of the hollow profile 1b.

強度板7の板厚は、車両の幅方向中心に近づくに従って厚くなっている。言い換えれば、強度板7の板厚は、屋根構体1の上下方向の高さが高くなるに従って厚くなっている。   The plate | board thickness of the intensity | strength board 7 is thick as it approaches the center of the width direction of a vehicle. In other words, the thickness of the strength plate 7 increases as the height of the roof structure 1 in the vertical direction increases.

これは、一般に、屋根構体1の上下方向の高さは、屋根構体1の幅方向中心に近づくに従って高くなっているからである。強度板7の車外側の面(屋根構体1の中空形材の車内側の面板1bに沿う面)は、屋根構体1の車内側の面に沿うように機械加工されており、面板1bに接することができる。強度板7の車内側の面は、加工コストの面から機械加工されていない。   This is because, in general, the height in the vertical direction of the roof structure 1 increases as it approaches the center in the width direction of the roof structure 1. The outer surface of the strength plate 7 (the surface along the inner surface plate 1b of the hollow member of the roof structure 1) is machined along the inner surface of the roof structure 1 and is in contact with the surface plate 1b. be able to. The inner surface of the strength plate 7 is not machined from the viewpoint of processing cost.

強度板7の材料は、アルミニウム合金である。強度板7の材料は、鉄などの他の材料でも良い。強度板7の材料を鉄などの縦弾性係数が高い材料にすると、剛性や空間の面で有利になるが、リサイクル性や接合性の面で不利になる。異種材料を接合して用いる場合には、リサイクル時にこれらの材料を分離する必要がある。また、異種材料を接合する方法として、溶接を主として用いることは困難である。   The material of the strength plate 7 is an aluminum alloy. The material of the strength plate 7 may be other materials such as iron. If the material of the strength plate 7 is a material having a high longitudinal elastic modulus such as iron, it is advantageous in terms of rigidity and space, but disadvantageous in terms of recyclability and bondability. When different materials are joined and used, it is necessary to separate these materials during recycling. Moreover, it is difficult to mainly use welding as a method of joining different materials.

かかる構成によれば、鉄道車両構体10の長手方向中央部の屋根構体1の変形が抑えられるので、鉄道車両構体10の曲げ剛性を効率的に向上できる。すなわち、鉄道車両の上下方向の曲げ振動を抑制できるので、良好な乗心地性能を提供できる。   According to such a configuration, the deformation of the roof structure 1 at the center in the longitudinal direction of the railway vehicle structure 10 can be suppressed, so that the bending rigidity of the railway vehicle structure 10 can be improved efficiently. That is, since the bending vibration in the vertical direction of the railway vehicle can be suppressed, good riding performance can be provided.

上記実施例では、屋根構体の車内側の面に強度板7を張っているので、車外側の面に張るよりも車両の外観を損ねることがない。   In the above embodiment, since the strength plate 7 is stretched on the inner surface of the roof structure, the appearance of the vehicle is not impaired as compared with the tension plate 7 on the outer surface.

本発明の第2の実施例を図3から説明する。図3において、板厚が同一の強度板7を用いた例である。強度板7を機械加工で曲げている。強度板7の固定構造は図2と同様である。
これによれば、強度板7の車外側の機械加工を不要にでき、コスト面で有利にできる。
A second embodiment of the present invention will be described with reference to FIG. FIG. 3 shows an example in which a strength plate 7 having the same thickness is used. The strength plate 7 is bent by machining. The fixing structure of the strength plate 7 is the same as that shown in FIG.
According to this, machining of the strength plate 7 on the vehicle exterior side can be made unnecessary, which is advantageous in terms of cost.

本発明の第3の実施例を図4、図5、図6から説明する。この実施例では強度板7を用いていない。
屋根構体1の長手方向の中央部(V部を言う。)の屋根構体1の中空形材11の車内側の面板1c、車外側の面板1dの板厚は、長手方向端部(VI部を言う。)の中空形材12の面板1b、1cの板厚よりも厚い。
これによれば、強度板7を不要にでき、空間、部品点数、溶接コストなどの面で有利となる。なお、V部とVI部との間に点線で示す枠は区分を示すものであり、枠そのものはない。
A third embodiment of the present invention will be described with reference to FIGS. In this embodiment, the strength plate 7 is not used.
The thickness of the inner face plate 1c and the outer face plate 1d of the hollow shape member 11 of the roof structure 1 in the center portion (referred to as V portion) in the longitudinal direction of the roof structure 1 is the longitudinal end portion (VI portion). It is thicker than the thickness of the face plates 1b and 1c of the hollow shape member 12).
According to this, the strength plate 7 can be omitted, which is advantageous in terms of space, the number of parts, welding costs, and the like. A frame indicated by a dotted line between the V part and the VI part indicates a section, and there is no frame itself.

本発明の第4の実施例を図7、図8から説明する。図4の屋根構体1の長手方向中央部Vの中空形材11の材質は縦弾性係数の高い材料である。屋根構体1の長手方向端部VIの中空形材は通常使用する中空形材12である。長手方向中央部Vの中空形材が押出加工でできない場合は、通常の板(鉄系材料)1c、1dに接続板(鉄系材料)1eを溶接する、または機械的に結合する。   A fourth embodiment of the present invention will be described with reference to FIGS. The material of the hollow shape member 11 in the longitudinal center V of the roof structure 1 in FIG. 4 is a material having a high longitudinal elastic modulus. The hollow shape member at the end VI in the longitudinal direction of the roof structure 1 is a hollow shape 12 that is normally used. In the case where the hollow shape material in the central portion V in the longitudinal direction cannot be extruded, a connection plate (iron-based material) 1e is welded or mechanically coupled to normal plates (iron-based material) 1c, 1d.

本発明の第5の実施例を図9、図10により説明する。鉄道車両構体10の長手方向中央部の台枠の側梁5の台枠の水平面よりも下方の垂直面の車内側(ここでの車内側とは車内に面しているという意味ではなく、車外側に面した面ではないの意味である。)の面板5bに強度板7を貼り付けしている。強度板7の鉄道車両構体10の長手方向の貼り付け範囲は、2つの枕梁6の間であり、鉄道車両構体10の長手方向中心からほぼ対称である。強度板7の上下方向の貼り付け範囲は、側梁5の垂直面の面板5b、台枠3の下面に隅肉溶接7bしている。台枠3の下面に溶接しないで、面板5bに溶接してもよい。また、強度板7の下端も側梁の下端で溶接してもよいが、垂直面の途中で終了してもよい。強度板7の下端には開先を設け、この開先の空間を溶接7dしている。   A fifth embodiment of the present invention will be described with reference to FIGS. The vehicle interior side of the vertical surface below the horizontal surface of the frame of the side beam 5 of the side frame 5 in the central part of the longitudinal direction of the railway vehicle structure 10 (the vehicle interior here does not mean that it faces the vehicle interior, The strength plate 7 is affixed to the face plate 5b. The longitudinal range of the strength plate 7 to which the railcar structure 10 is attached is between the two pillow beams 6 and is substantially symmetrical from the longitudinal center of the railcar structure 10. The strength plate 7 is attached to the vertical surface plate 5b of the side beam 5 and the fillet weld 7b on the lower surface of the frame 3 in the vertical direction. You may weld to the face plate 5b, without welding to the lower surface of the base frame 3. FIG. Further, the lower end of the strength plate 7 may be welded at the lower end of the side beam, but may be terminated in the middle of the vertical plane. A groove is provided at the lower end of the strength plate 7, and the space of this groove is welded 7d.

強度板7の上下の間は、中空形材5aの車内側の面板5bと車外側の面板5cとを接続する接続板5dと面板5bとの交点に栓溶接9している。強度板7は栓溶接9の個所に穴8を開口している。栓溶接9は隅肉溶接でもよい。   Between the upper and lower sides of the strength plate 7, a plug weld 9 is made at the intersection of the connecting plate 5d and the face plate 5b that connect the face plate 5b on the inside of the car and the face plate 5c on the outside of the car. The strength plate 7 has a hole 8 at a location of the plug weld 9. The plug weld 9 may be fillet weld.

強度板7は台枠側が下端よりも板厚が小さい。これは機械加工によって形成している。強度板7の車外側の面は、側梁5の車内側の面に沿うように機械加工されている。側梁5の垂直面の車内側の面が直線である場合には、強度板7の車外側の面を加工コストの面から機械加工しない。強度板7の車内側の面は、必要な板厚に応じて機械加工されている。   The strength plate 7 is thinner on the underframe side than the lower end. This is formed by machining. The outer surface of the strength plate 7 is machined along the inner surface of the side beam 5. When the inner surface of the vertical surface of the side beam 5 is a straight line, the outer surface of the strength plate 7 is not machined from the viewpoint of processing cost. The inner surface of the strength plate 7 is machined according to the required plate thickness.

強度板7の材料は、アルミニウム合金である。また、強度板7の材料は、鉄などの他の材料でも良い。強度板7の材料を鉄などの縦弾性係数が高い材料にすると、剛性や空間の面で有利になるが、リサイクル性や接合性の面で不利になる。異種材料を接合して用いる場合には、リサイクル時にこれらの材料を分離する必要がある。また、異種材料を接合する方法として、溶接を主として用いることは困難である。
この強度板7の範囲及び強度板7の板厚は、鉄道車両構体10に必要とされる曲げ剛性、鉄道車両構体10の質量制限、許容空間、施工制限などによって変化する。また、強度板7は、複数の板から構成されることもある。
The material of the strength plate 7 is an aluminum alloy. The material of the strength plate 7 may be other materials such as iron. If the material of the strength plate 7 is a material having a high longitudinal elastic modulus such as iron, it is advantageous in terms of rigidity and space, but disadvantageous in terms of recyclability and bondability. When different materials are joined and used, it is necessary to separate these materials during recycling. Moreover, it is difficult to mainly use welding as a method of joining different materials.
The range of the strength plate 7 and the thickness of the strength plate 7 vary depending on the bending rigidity required for the railway vehicle structure 10, the mass limit of the railway vehicle structure 10, the allowable space, the construction limit, and the like. The strength plate 7 may be composed of a plurality of plates.

強度板7が複数の板から構成される場合には、複数の板同士を突き合わせ溶接にて溶接する。強度板7を複数の板で構成すると、運搬やハンドリングの面で有利になるが、部品点数や溶接コストの面で不利になる。   When the strength plate 7 is composed of a plurality of plates, the plurality of plates are welded together by butt welding. Constructing the strength plate 7 with a plurality of plates is advantageous in terms of transportation and handling, but is disadvantageous in terms of the number of parts and welding costs.

強度板7は、リベット接合やボルト締結などの他の方法にて屋根構体1に接合されていても良い。異種金属を接合する方法としては、これらの方法が主として用いられる。   The strength plate 7 may be joined to the roof structure 1 by other methods such as rivet joining or bolt fastening. These methods are mainly used as methods for joining different kinds of metals.

かかる構造によれば、鉄道車両構体10の長手方向中央部の側梁5の変形が抑えられるので、鉄道車両構体10の曲げ剛性を効率的に向上できる。すなわち、鉄道車両の上下方向の曲げ振動を抑制できるので、良好な乗心地性能を提供できる。強度板7は下端にいくにしたがって厚くなっているので、図20のように、車体の上下方向中心から離れるに従って、ひずみが大きくなるのに対応させることができる。   According to such a structure, the deformation of the side beam 5 at the central portion in the longitudinal direction of the railway vehicle structure 10 can be suppressed, so that the bending rigidity of the railway vehicle structure 10 can be improved efficiently. That is, since the bending vibration in the vertical direction of the railway vehicle can be suppressed, good riding performance can be provided. Since the strength plate 7 becomes thicker toward the lower end, as shown in FIG. 20, the strain can be increased as the distance from the vertical center of the vehicle body increases.

本発明の第6の実施例を図11により説明する。図11は強度板7の板厚を一定にしたものである。強度板7は、側梁5の車内側の垂直面5bが曲がっていれば、面に沿うように曲げ加工されている。側梁5の車内側の面が直線である場合には、強度板7を加工コストの面から曲げ加工しない。   A sixth embodiment of the present invention will be described with reference to FIG. FIG. 11 shows the strength plate 7 with a constant thickness. The strength plate 7 is bent along the surface if the vertical surface 5b on the vehicle interior side of the side beam 5 is bent. When the inner surface of the side beam 5 is a straight line, the strength plate 7 is not bent from the viewpoint of processing cost.

本発明の第7の実施例を図12、図13から説明する。これは、強度板7を側梁5の最下部の面が円弧状であるので、円弧状に曲げて円弧面に沿うようにしている。強度板7の車外側は中空形材に隅肉溶接7eしている。強度板の車内側の個所は中空形材との間に開先を設け、この開先を溶接7gしている。   A seventh embodiment of the present invention will be described with reference to FIGS. This is because the lowermost surface of the side beam 5 of the strength plate 7 has an arc shape, and is bent along an arc shape along the arc surface. The outer side of the strength plate 7 is welded to the hollow profile 7e. A groove is provided between the inner side of the strength plate and the hollow shape member, and the groove is welded by 7 g.

図20のように対象位置が車体の中止から離れるに従ってひずみ量が大きくなるので、その大きい個所に貼り付けており、好都合である。
これによれば、強度板の大きさを小さくできる。
As the target position moves away from the stop of the vehicle body as shown in FIG. 20, the amount of distortion increases.
According to this, the magnitude | size of an intensity | strength board can be made small.

本発明の第8の実施例を図14、図15、図16から説明する。これは、強度板7の貼付けではなく、側梁5の板厚の増加により側梁5の変形の抑制を図った例である。鉄道車両構体10の長手方向中央部(XV部と言う。)の側梁5の下部15の板厚は、鉄道車両構体10の長手方向端部(XVI部という。)を構成する側梁5の下部16の板厚より厚い。
これによれば、強度板7の貼付が不要となるため、空間、部品点数、溶接コストなどの面で有利となる。
An eighth embodiment of the present invention will be described with reference to FIGS. This is an example in which the deformation of the side beam 5 is suppressed by increasing the thickness of the side beam 5 instead of attaching the strength plate 7. The plate thickness of the lower part 15 of the side beam 5 at the longitudinal center (referred to as XV part) of the railway vehicle structure 10 is that of the side beam 5 constituting the longitudinal end part (referred to as XVI part) of the railway vehicle structure 10. Thicker than the thickness of the lower portion 16 .
This eliminates the need to attach the strength plate 7, which is advantageous in terms of space, the number of parts, welding costs, and the like.

本発明の第9の実施例を図17、図18から説明する。これは、側梁5の長手方向中央部(XV部で示す。)を構成する側梁5の下部15の材料の縦弾性係数は、長手方向端部(XVI部で示す。)を構成する側梁5の下部16の材料の縦弾性係数より高い。
これによれば、側梁5の長手方向中央部(XV部)を構成する側梁5の下部15の板厚の増加が不要となるため、鉄道車両構体10の長手方向の位置に関わらず、側梁5の形状しいては鉄道車両構体10の形状を統一できる。
A ninth embodiment of the present invention will be described with reference to FIGS. This is because the longitudinal elastic modulus of the material of the lower part 15 of the side beam 5 constituting the central portion in the longitudinal direction (indicated by XV part) of the side beam 5 is the side constituting the longitudinal end part (indicated by XVI part). It is higher than the longitudinal elastic modulus of the material of the lower part 16 of the beam 5.
According to this, since it is not necessary to increase the plate thickness of the lower portion 15 of the side beam 5 constituting the longitudinal center portion (XV portion) of the side beam 5, regardless of the position in the longitudinal direction of the railcar structure 10, As for the shape of the side beam 5, the shape of the railway vehicle structure 10 can be unified.

本発明の技術的範囲は、特許請求の範囲の各請求項に記載の文言あるいは課題を解決するための手段の項に記載の文言に限定されず、当業者がそれから容易に置き換えられる範囲にも及ぶものである。   The technical scope of the present invention is not limited to the language described in each claim of the claims or the language described in the means for solving the problem, and is also within a range easily replaced by those skilled in the art. It extends.

本発明の第1実施例の鉄道車両構体の斜視図。1 is a perspective view of a railway vehicle structure according to a first embodiment of the present invention. 図1のII−II断面図。II-II sectional drawing of FIG. 本発明の第2実施例であり、図2相当図。FIG. 2 is a diagram corresponding to FIG. 本発明の第3実施例の鉄道車両構体の斜視図。The perspective view of the railway vehicle structure of 3rd Example of this invention. 図4のV部の屋根構体の縦断面図。The longitudinal cross-sectional view of the roof structure of the V section of FIG. 図4のVI部の屋根構体の縦断面図。The longitudinal cross-sectional view of the roof structure of the VI section of FIG. 本発明の第4実施例であり、図5相当図。FIG. 5 is a diagram corresponding to FIG. 本発明の第4実施例であり、図6相当図。FIG. 6 is a diagram corresponding to FIG. 本発明の第5実施例の鉄道車両構体の斜視図。The perspective view of the railway vehicle structure of 5th Example of this invention. 図9のX−X断面図。XX sectional drawing of FIG. 本発明の第6実施例であり、図10相当図。FIG. 10 shows the sixth embodiment of the present invention and is equivalent to FIG. 10. 本発明の第7実施例の鉄道車両構体の斜視図。The perspective view of the railway vehicle structure of 7th Example of this invention. 図12のIII−XIII断面図。 X III-XI II sectional view of FIG. 12. 本発明の第8実施例の鉄道車両構体の斜視図。The perspective view of the railway vehicle structure of 8th Example of this invention. 図14のXV−XV部断面図。XV-XV part sectional drawing of FIG. 図14のXVI−XVI部断面図。XVI-XVI part sectional drawing of FIG. 本発明の第9実施例であり、図15相当図。FIG. 15 is a diagram corresponding to FIG. 15, which is a ninth embodiment of the present invention. 本発明の第9実施例であり、図16相当図。FIG. 16 is a diagram corresponding to FIG. 16, which is a ninth embodiment of the present invention. 鉄道車両構体のモーメントを説明する図であり、(a)は鉄道車両構体の側面図、(b)はモーメント分布図。It is a figure explaining the moment of a railway vehicle structure, (a) is a side view of a railway vehicle structure, and (b) is a moment distribution map. 鉄道車両構体の上下方向のひずみ量の分布を説明する図。The figure explaining distribution of the amount of distortion of the up-and-down direction of a railway vehicle structure.

符号の説明Explanation of symbols

1:屋根構体
2:側構体
3:台枠
4:妻構体
5:側梁
6:枕梁
7:補強板
8:穴
9:栓溶接
10:鉄道車両構体
1: Roof structure 2: Side structure 3: Underframe 4: Wife structure 5: Side beam 6: Pillow beam 7: Reinforcement plate 8: Hole 9: Plug welding 10: Railway vehicle structure

Claims (1)

車両構体の長手方向中央部の屋根構体または台枠の側梁が他の部位の前記屋根構体または前記側梁の剛性よりも高くなっており、
前記側梁は中空形材であるとともに、前記側梁の長手方向中央部の車外側と反対側の面に強度板が張り付けられており、
前記強度板の板厚は前記側梁の下端側に行くに従って厚くなっており、
前記強度板の全周が前記反対側の面に隅肉溶接されるとともに、前記強度板は前記中空形材の車外側の面板と反対側の面の面板とを接続する板と前記反対側の面板との交点に栓溶接されること、
を特徴とする車両構体。
The roof structure or the side beam of the underframe at the center in the longitudinal direction of the vehicle structure is higher than the rigidity of the roof structure or the side beam of the other part,
The side beam is a hollow member, and a strength plate is attached to the surface opposite to the vehicle outer side in the longitudinal center of the side beam,
The thickness of the strength plate is thicker toward the lower end side of the side beam,
The entire circumference of the strength plate is fillet welded to the opposite surface, and the strength plate is connected to the plate on the opposite side and the plate connecting the vehicle outer face plate and the opposite face plate of the hollow shape member. Plug welded to the intersection with the face plate,
A vehicle structure characterized by.
JP2007213936A 2007-08-20 2007-08-20 Vehicle structure Expired - Fee Related JP4477047B2 (en)

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