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JP6960833B2 - Railroad vehicle - Google Patents
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JP6960833B2 - Railroad vehicle - Google Patents

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JP6960833B2
JP6960833B2 JP2017226716A JP2017226716A JP6960833B2 JP 6960833 B2 JP6960833 B2 JP 6960833B2 JP 2017226716 A JP2017226716 A JP 2017226716A JP 2017226716 A JP2017226716 A JP 2017226716A JP 6960833 B2 JP6960833 B2 JP 6960833B2
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corner
underframe
vehicle
cross beam
shock absorbing
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JP2019093995A (en
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直茂 松尾
陽士 松下
正博 伊藤
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Nippon Sharyo Ltd
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本発明は、鉄道車両に関し、特に、衝撃吸収部材が台枠よりも上方で台枠と連結される場合であっても、衝突の荷重に対する車両の強度の向上を図ることができる鉄道車両に関する。 The present invention relates to a railroad vehicle, and more particularly to a railroad vehicle capable of improving the strength of the vehicle against a collision load even when the shock absorbing member is connected to the underframe above the underframe.

鉄道車両の先頭車両において、台枠の長手方向端部に衝撃吸収部材を設ける構造が知られている。台枠よりも車両高さ方向上方での衝突を想定する場合には、衝撃吸収部材は、台枠よりも上方に設けられる。例えば、特許文献1に開示される鉄道車両の先頭構造によれば、台枠の長手方向端部に立設する衝突柱によって正面壁が保持され、その正面壁に衝突エネルギー吸収装置が設けられる。これにより、台枠よりも上方での衝突の荷重が衝突エネルギー吸収装置によって吸収される。 A structure is known in which a shock absorbing member is provided at an end portion in the longitudinal direction of an underframe in a leading vehicle of a railway vehicle. When a collision is assumed above the underframe in the vehicle height direction, the shock absorbing member is provided above the underframe. For example, according to the leading structure of a railroad vehicle disclosed in Patent Document 1, a front wall is held by a collision pillar standing at an end portion in the longitudinal direction of an underframe, and a collision energy absorbing device is provided on the front wall. As a result, the load of the collision above the underframe is absorbed by the collision energy absorber.

特開2015−030336号公報(例えば、図1)Japanese Unexamined Patent Publication No. 2015-030336 (for example, FIG. 1)

しかしながら、上述した従来の技術では、衝撃吸収部材が衝突柱を介して台枠の上面に連結されるので、衝突の荷重によって台枠に曲げモーメントが生じ、台枠が車両の上方に向けて折れ曲がるように変形しやすくなる。よって、台枠よりも上方に衝撃吸収部材を設けた場合、衝突の荷重に対する車両の強度が低下するという問題点があった。 However, in the above-mentioned conventional technique, since the shock absorbing member is connected to the upper surface of the underframe via the collision column, a bending moment is generated in the underframe due to the load of the collision, and the underframe bends upward of the vehicle. It becomes easy to be deformed. Therefore, when the shock absorbing member is provided above the underframe, there is a problem that the strength of the vehicle against the load of the collision is lowered.

本発明は、上記の問題点を解決するためになされたものであり、衝撃吸収部材が台枠よりも上方で台枠と連結される場合であっても、衝突の荷重に対する車両の強度の向上を図ることができる鉄道車両を提供することを目的とする。 The present invention has been made to solve the above problems, and even when the shock absorbing member is connected to the underframe above the underframe, the strength of the vehicle against the load of collision is improved. The purpose is to provide a railroad vehicle that can achieve the above.

この目的を達成するために請求項1記載の鉄道車両は、車両長手方向に延設される台枠と、その台枠の車両幅方向端部から立設される一対の側構体と、それら一対の側構体の車両高さ方向上方の端部どうしを連結する屋根構体と、複数個が前記台枠の上面に連結される衝撃吸収部材と、を備えるものであり、前記台枠の車両幅方向両側の端部において一端が前記衝撃吸収部材および前記台枠の連結部分よりも前記台枠の車両長手方向端部側に連結されると共に他端が前記屋根構体と連結される一対の第1隅柱と、前記衝撃吸収部材および前記第1隅柱を連結する第1横梁と、前記複数の衝撃吸収部材どうしを連結する第2横梁とを備え、前記第1横梁は、前記複数の衝撃吸収部材のうちの前記第1隅柱に最も近い前記衝撃吸収部材と前記第1隅柱とを連結する。
請求項2記載の鉄道車両は、車両長手方向に延設される台枠と、その台枠の車両幅方向端部から立設される一対の側構体と、それら一対の側構体の車両高さ方向上方の端部どうしを連結する屋根構体と、前記台枠の上面に連結される衝撃吸収部材と、を備えるものであり、前記台枠の車両幅方向両側の端部において一端が前記衝撃吸収部材および前記台枠の連結部分よりも前記台枠の車両長手方向端部側に連結されると共に他端が前記屋根構体と連結される一対の第1隅柱と、前記衝撃吸収部材および前記第1隅柱を連結する第1横梁と、前記第1隅柱の一端および前記台枠の連結部分よりも前記台枠の車両長手方向端部側で前記台枠から立設される第2隅柱と、その第2隅柱および前記第1隅柱を連結する第1つなぎ梁とを備える。
請求項3記載の鉄道車両は、車両長手方向に延設される台枠と、その台枠の車両幅方向端部から立設される一対の側構体と、それら一対の側構体の車両高さ方向上方の端部どうしを連結する屋根構体と、複数個が前記台枠の上面に連結される衝撃吸収部材と、を備えるものであり、前記台枠の車両幅方向両側の端部において一端が前記衝撃吸収部材および前記台枠の連結部分よりも前記台枠の車両長手方向端部側に連結されると共に他端が前記屋根構体と連結される一対の第1隅柱と、前記衝撃吸収部材および前記第1隅柱を連結する第1横梁と、前記第1隅柱の一端および前記台枠の連結部分よりも前記台枠の車両長手方向中央側で前記台枠から立設される第2隅柱と、その第2隅柱および前記第1隅柱を連結する第1つなぎ梁と、前記複数の衝撃吸収部材のうちの前記第1隅柱に最も近い前記衝撃吸収部材を、前記第2隅柱および前記第1つなぎ梁を介して前記第1隅柱と連結する第1横梁と、前記複数の衝撃吸収部材どうしを連結する第2横梁と、前記一対の第1隅柱どうしを連結する第3横梁と、前記衝撃吸収部材、前記第1横梁または前記第2横梁のうちの少なくとも1つ及び前記第3横梁を連結する第2つなぎ梁とを備え、前記第1横梁は、前記第2隅柱および前記第1つなぎ梁を介して前記第1隅柱に連結され、前記第2隅柱は、前記台枠の車両幅方向両側の端部に一対に配設され、前記第1つなぎ梁は、前記第2隅柱のうちの前記第1隅柱に最も近い前記第2隅柱および前記第1隅柱を連結する。
In order to achieve this object, the railcar according to claim 1 includes an underframe extending in the longitudinal direction of the vehicle, a pair of side structures erected from the end of the underframe in the vehicle width direction, and a pair thereof. A roof structure for connecting upper ends of the side structure in the vehicle height direction and a plurality of shock absorbing members connected to the upper surface of the underframe are provided, and the underframe is provided with a vehicle width direction of the underframe. A pair of first corners at both ends, one end of which is connected to the vehicle longitudinal end side of the underframe from the connecting portion of the shock absorbing member and the underframe, and the other end is connected to the roof structure. A pillar, a first cross beam connecting the shock absorbing member and the first corner pillar, and a second cross beam connecting the plurality of shock absorbing members are provided , and the first cross beam is the plurality of shock absorbing members. closest the impact absorbing member to the first corner post of you connecting the first corner post.
The railway vehicle according to claim 2 has an underframe extending in the longitudinal direction of the vehicle, a pair of side structures erected from the end of the underframe in the vehicle width direction, and a vehicle height of the pair of side structures. It includes a roof structure that connects the upper ends in the direction and a shock absorbing member that is connected to the upper surface of the underframe, and one end of the underframe on both sides in the vehicle width direction absorbs the shock. A pair of first corner columns connected to the vehicle longitudinal end side of the underframe from the connecting portion of the member and the underframe and the other end connected to the roof structure, the shock absorbing member and the first. A first cross beam connecting one corner pillar, and a second corner pillar erected from the underframe on the vehicle longitudinal end side of the underframe with respect to one end of the first corner pillar and the connecting portion of the underframe. And a first connecting beam connecting the second corner pillar and the first corner pillar.
The railroad vehicle according to claim 3 has an underframe extending in the longitudinal direction of the vehicle, a pair of side structures erected from the end of the underframe in the vehicle width direction, and a vehicle height of the pair of side structures. It includes a roof structure that connects the upper ends in the direction and a plurality of shock absorbing members that are connected to the upper surface of the underframe, and one end of the underframe is provided at both ends in the vehicle width direction. A pair of first corner columns connected to the vehicle longitudinal end side of the underframe from the connecting portion of the shock absorbing member and the underframe and the other end connected to the roof structure, and the shock absorbing member. A second cross beam connecting the first corner pillar, and a second beam erected from the underframe on the center side of the underframe in the vehicle longitudinal direction with respect to one end of the first corner pillar and the connecting portion of the underframe. The second corner pillar, the first connecting beam connecting the second corner pillar and the first corner pillar, and the shock absorbing member closest to the first corner pillar among the plurality of shock absorbing members. The first cross beam connected to the first corner pillar via the corner pillar and the first connecting beam, the second cross beam connecting the plurality of shock absorbing members to each other, and the pair of first corner pillars to be connected to each other. The third cross beam includes the shock absorbing member, at least one of the first cross beam or the second cross beam, and a second connecting beam connecting the third cross beam, and the first cross beam is the second cross beam. The first corner pillar is connected to the first corner pillar via the corner pillar and the first connecting beam, and the second corner pillar is arranged in pairs at both ends of the underframe in the vehicle width direction, and the first connecting beam is provided. Connects the second corner pillar and the first corner pillar closest to the first corner pillar among the second corner pillars.

請求項記載の鉄道車両は、請求項1又は2に記載の鉄道車両において、前記一対の第1隅柱は、直線状の柱として形成され、それら一対の第1隅柱の車両高さ方向略中央部分どうしを連結する第3横梁を備える。 The railroad vehicle according to claim 4 is the railroad vehicle according to claim 1 or 2, wherein the pair of first corner pillars is formed as linear pillars, and the pair of first corner pillars are in the vehicle height direction. It is provided with a third cross beam that connects the substantially central portions.

請求項5記載の鉄道車両は、請求項記載の鉄道車両において、前記第2隅柱は、前記台枠の車両幅方向両側の端部に一対に配設され、前記第1つなぎ梁は、前記第2隅柱のうちの前記第1隅柱に最も近い前記第2隅柱および前記第1隅柱を連結し、前記一対の第2隅柱どうしを連結する第4横梁と、前記衝撃吸収部材または前記第1横梁の少なくとも一方および前記第4横梁を連結する第2つなぎ梁とを備える。 The railroad vehicle according to claim 5 is the railroad vehicle according to claim 2 , wherein the second corner pillars are arranged in pairs at both ends of the underframe in the vehicle width direction, and the first connecting beam is formed on the first connecting beam. The second corner pillar closest to the first corner pillar of the second corner pillar and the first corner pillar are connected, and the pair of second corner pillars are connected to each other with a fourth cross beam and the shock absorption. The member or at least one of the first cross beams and a second connecting beam connecting the fourth cross beams are provided.

請求項6記載の鉄道車両は、請求項記載の鉄道車両において、前記衝撃吸収部材は、複数個が前記台枠の上面に連結され、前記複数の衝撃吸収部材のうちの前記第1隅柱に最も近い前記衝撃吸収部材および前記第1隅柱を連結する第1横梁と、前記複数の衝撃吸収部材どうしを連結する第2横梁とを備え、前記第2隅柱は、前記台枠の車両幅方向両側の端部に一対に配設され、前記第1つなぎ梁は、前記第2隅柱のうちの前記第1隅柱に最も近い前記第2隅柱および前記第1隅柱を連結し、前記一対の第2隅柱どうしを連結する第4横梁と、前記衝撃吸収部材、前記第1横梁または前記第2横梁のうちの少なくとも1つ及び前記第4横梁を連結する第2つなぎ梁とを備える。 The railroad vehicle according to claim 6 is the railroad vehicle according to claim 2 , wherein a plurality of the shock absorbing members are connected to the upper surface of the underframe, and the first corner pillar of the plurality of shock absorbing members is connected. A first cross beam connecting the shock absorbing member and the first corner pillar closest to the above, and a second cross beam connecting the plurality of shock absorbing members are provided, and the second corner pillar is a vehicle of the underframe. A pair of beams are arranged at both ends in the width direction, and the first connecting beam connects the second corner pillar and the first corner pillar closest to the first corner pillar of the second corner pillars. , The fourth cross beam connecting the pair of second corner columns, the shock absorbing member, at least one of the first cross beam or the second cross beam, and the second connecting beam connecting the fourth cross beam. To be equipped.

請求項7記載の鉄道車両は、請求項1記載の鉄道車両において、前記第1隅柱の一端および前記台枠の連結部分よりも前記台枠の車両長手方向中央側で前記台枠から立設される第2隅柱と、その第2隅柱および前記第1隅柱を連結する第1つなぎ梁とを備え、前記第1横梁は、前記第2隅柱および前記第1つなぎ梁を介して前記第1隅柱に連結される。 Railway vehicle according to claim 7, wherein, in a railway vehicle according to claim 1 Symbol placement, in the vehicle longitudinal center side of the underframe than one end and connecting portion of the underframe of the first corner post standing from the underframe The second corner pillar to be provided, the second corner pillar, and the first connecting beam connecting the first corner pillar are provided, and the first cross beam is via the second corner pillar and the first connecting beam. Is connected to the first corner pillar.

請求項8記載の鉄道車両は、請求項7記載の鉄道車両において、前記第2隅柱は、前記台枠の車両幅方向両側の端部に一対に配設され、前記第1つなぎ梁は、前記第2隅柱のうちの前記第1隅柱に最も近い前記第2隅柱および前記第1隅柱を連結し、前記一対の第1隅柱どうしを連結する第3横梁と、前記衝撃吸収部材または前記第1横梁の少なくとも一方および前記第3横梁を連結する第2つなぎ梁とを備える。 The railroad vehicle according to claim 8 is the railroad vehicle according to claim 7, wherein the second corner pillars are arranged in pairs at both ends of the underframe in the vehicle width direction, and the first connecting beam is formed. A third cross beam that connects the second corner pillar and the first corner pillar that are closest to the first corner pillar among the second corner pillars and connects the pair of first corner pillars, and the shock absorption. The member or at least one of the first cross beams and a second connecting beam connecting the third cross beams are provided.

請求項1から3のいずれかに記載の鉄道車両によれば、台枠の車両幅方向両側の端部において一端が衝撃吸収部材と台枠との連結部分よりも台枠の車両長手方向端部側に連結されると共に他端が屋根構体と連結される一対の第1隅柱を備えるので、衝撃吸収部材と台枠との連結部分よりも台枠の車両長手方向端部側において台枠の変形を拘束できる。よって、曲げモーメントによる台枠の変形を効果的に抑制でき、衝突の荷重に対する車両の強度が向上するという効果がある。 According to any one of claims 1 to 3 , one end of the underframe on both sides in the vehicle width direction is the end of the underframe in the vehicle longitudinal direction rather than the connecting portion between the shock absorbing member and the underframe. Since it is provided with a pair of first corner pillars that are connected to the side and the other end is connected to the roof structure, the underframe is located on the vehicle longitudinal end side of the underframe rather than the connecting portion between the shock absorbing member and the underframe. Deformation can be constrained. Therefore, the deformation of the underframe due to the bending moment can be effectively suppressed, and the strength of the vehicle against the load of the collision is improved.

また、衝撃吸収部材と第1隅柱とを連結する第1横梁を備えるので、衝突の荷重の一部を、第1隅柱を介して屋根構体および側構体に直接伝達させることができる。即ち、衝突の荷重の一部が台枠を介さずに屋根構体および側構体に伝達されるので、曲げモーメントによる台枠の変形をより効果的に抑制できる。よって、衝突の荷重に対する車両の強度が向上するという効果がある。 Further, since the first cross beam connecting the shock absorbing member and the first corner column is provided, a part of the load of the collision can be directly transmitted to the roof structure and the side structure via the first corner column. That is, since a part of the load of the collision is transmitted to the roof structure and the side structure without passing through the underframe, the deformation of the underframe due to the bending moment can be suppressed more effectively. Therefore, there is an effect that the strength of the vehicle against the load of the collision is improved.

また、衝撃吸収部材と第1隅柱とを連結する第1横梁を備えるので、衝突の荷重によって衝撃吸収部材と台枠との連結部分に加わるせん断荷重も抑制できるという効果がある。 Further, since the first cross beam connecting the shock absorbing member and the first corner column is provided, there is an effect that the shear load applied to the connecting portion between the shock absorbing member and the underframe due to the load of collision can be suppressed.

また、衝撃吸収部材と第1隅柱とを連結する第1横梁を備えるので、第1隅柱のうち、第1横梁との連結部分よりも台枠の車両長手方向端部側に位置する部分は、衝突の荷重によって引っ張り荷重を受けるため、圧縮荷重による座屈を考慮する必要がない。即ち、衝突により想定される引っ張り荷重と台枠から受ける曲げモーメントとに対して部材の強度設計を行えば良いため、その設計自由度が大きい。よって、第1隅柱を軽量化することができるという効果がある。 Further, since the first cross beam that connects the shock absorbing member and the first corner pillar is provided, the portion of the first corner pillar that is located closer to the end portion of the underframe in the vehicle longitudinal direction than the connecting portion with the first cross beam. Is subject to tensile load due to the impact load, so it is not necessary to consider buckling due to compressive load. That is, since the strength of the member may be designed with respect to the tensile load assumed by the collision and the bending moment received from the underframe, the degree of freedom in the design is large. Therefore, there is an effect that the weight of the first corner pillar can be reduced.

請求項記載の鉄道車両によれば、衝撃吸収部材は、複数個が台枠の上面に連結され、複数の衝撃吸収部材どうしを連結する第2横梁を備え、第1横梁は、複数の衝撃吸収部材のうちの第1隅柱に最も近い衝撃吸収部材と第1隅柱とを連結するので、車両重量の増加を抑制しつつ、複数の衝撃吸収部材と一対の第1隅柱とを連結させることができるという効果がある。
請求項2記載の鉄道車両によれば、第1隅柱の一端および台枠の連結部分よりも台枠の車両長手方向端部側で台枠から立設される第2隅柱と、その第2隅柱および第1隅柱を連結する第1つなぎ梁とを備えるので、衝突の荷重によって第1隅柱に対して圧縮荷重および曲げモーメントが加わることを抑制でき、第1隅柱が座屈することを抑制できる。また、第2隅柱が第1隅柱よりも台枠の車両長手方向端部側に連結されるため、曲げモーメントによる台枠の変形をより効果的に抑制できる。よって、衝突の荷重に対する車両の強度が向上するという効果がある。
また、第1つなぎ梁は、第1隅柱と第2隅柱とを連結するので、衝突の荷重を引っ張り荷重によって受ける。即ち、圧縮荷重による座屈を考慮する必要がないため、その設計自由度が大きい。よって、第1つなぎ梁をより軽量な部材とすることができ、車両重量の増加を抑制できるという効果がある。
請求項3記載の鉄道車両によれば、第1隅柱の一端および台枠の連結部分よりも台枠の車両長手方向中央側で台枠から立設される第2隅柱と、その第2隅柱および第1隅柱を連結する第1つなぎ梁とを備え、第1横梁は、第2隅柱および第1つなぎ梁を介して第1隅柱に連結されるので、衝突の荷重によって第1隅柱に対して圧縮荷重および曲げモーメントが加わることを抑制でき、第1隅柱が座屈することを抑制できる。
また、第1つなぎ梁は、第1隅柱と第2隅柱とを連結するので、衝突の荷重を引っ張り荷重によって受ける。即ち、圧縮荷重による座屈を考慮する必要がないため、その設計自由度が大きい。よって、第1つなぎ梁をより軽量な部材とすることができ、車両重量の増加を抑制できるという効果がある。
第2隅柱は、台枠の車両幅方向両側の端部に一対に配設され、第1つなぎ梁は、第2隅柱のうちの第1隅柱に最も近い第2隅柱および第1隅柱を連結するので、第2隅柱および第1つなぎ梁を側構体と一体構造にできる。よって、第2隅柱の設置による車両重量の増加や占有スペースの増大を抑制できるという効果がある。
衝撃吸収部材、第1横梁または第2横梁のうちの少なくとも1つと第3横梁とを連結する第2つなぎ梁を備えるので、第2つなぎ梁を介して衝撃吸収部材から伝達される衝突の荷重が第3横梁、第1隅柱、第1つなぎ梁および第2隅柱を介して屋根構体および側構体に伝達される。よって、より広い範囲に衝突の荷重を分散させることができるので、衝突の荷重に対する車両の強度が向上するという効果がある。
また、第2つなぎ梁は、衝撃吸収部材、第1横梁または第2横梁のうちの少なくとも1つと第3横梁とを連結するので、衝突の荷重を引っ張り荷重によって受ける。即ち、圧縮荷重による座屈を考慮する必要がないため、その設計自由度が大きい。よって、第2つなぎ梁をより軽量な部材とすることができ、車両重量の増加を抑制できるという効果がある。
According to the railway vehicle according to claim 1, shock-absorbing member, a plurality is connected to the upper surface of the underframe, a second lateral beam connecting the plurality of shock absorbing members to each other, the first cross beam includes a plurality of Since the shock absorbing member closest to the first corner pillar of the shock absorbing members and the first corner pillar are connected, the plurality of shock absorbing members and the pair of the first corner pillars can be connected while suppressing the increase in the vehicle weight. It has the effect of being able to be connected.
According to the railway vehicle according to claim 2, the second corner pillar erected from the underframe on the vehicle longitudinal direction end side of the underframe with respect to one end of the first corner pillar and the connecting portion of the underframe, and the second corner pillar thereof. Since the two corner columns and the first connecting beam connecting the first corner columns are provided, it is possible to suppress the application of compressive load and bending moment to the first corner column due to the impact load, and the first corner column buckles. Can be suppressed. Further, since the second corner pillar is connected to the end side of the underframe in the vehicle longitudinal direction with respect to the first corner pillar, the deformation of the underframe due to the bending moment can be suppressed more effectively. Therefore, there is an effect that the strength of the vehicle against the load of the collision is improved.
Further, since the first connecting beam connects the first corner column and the second corner column, the load of collision is received by the tensile load. That is, since it is not necessary to consider buckling due to the compressive load, the degree of freedom in design is large. Therefore, the first connecting beam can be made a lighter member, and there is an effect that an increase in vehicle weight can be suppressed.
According to the railroad vehicle according to claim 3, the second corner pillar erected from the underframe on the center side of the underframe in the longitudinal direction of the vehicle with respect to one end of the first corner pillar and the connecting portion of the underframe, and the second corner pillar thereof. A corner column and a first connecting beam connecting the first corner column are provided, and the first cross beam is connected to the first corner column via the second corner column and the first connecting beam. It is possible to suppress the application of the compressive load and the bending moment to the one corner column, and it is possible to suppress the buckling of the first corner column.
Further, since the first connecting beam connects the first corner column and the second corner column, the load of collision is received by the tensile load. That is, since it is not necessary to consider buckling due to the compressive load, the degree of freedom in design is large. Therefore, the first connecting beam can be made a lighter member, and there is an effect that an increase in vehicle weight can be suppressed.
The second corner pillars are arranged in pairs at the ends of the underframe on both sides in the vehicle width direction, and the first connecting beam is the second corner pillar and the first corner pillar closest to the first corner pillar of the second corner pillars. Since the corner columns are connected, the second corner column and the first connecting beam can be integrated with the side structure. Therefore, there is an effect that an increase in vehicle weight and an increase in occupied space due to the installation of the second corner pillar can be suppressed.
Since the shock absorbing member, the first cross beam, or at least one of the second cross beams is provided with the second connecting beam connecting the third cross beam, the load of the collision transmitted from the shock absorbing member via the second connecting beam can be applied. It is transmitted to the roof structure and the side structure via the third cross beam, the first corner column, the first connecting beam and the second corner column. Therefore, the load of the collision can be distributed over a wider range, which has the effect of improving the strength of the vehicle against the load of the collision.
Further, since the second connecting beam connects at least one of the shock absorbing member, the first cross beam or the second cross beam, and the third cross beam, the load of collision is received by the tensile load. That is, since it is not necessary to consider buckling due to the compressive load, the degree of freedom in design is large. Therefore, the second connecting beam can be made a lighter member, and there is an effect that an increase in vehicle weight can be suppressed.

請求項記載の鉄道車両によれば、請求項1又は2に記載の鉄道車両の奏する効果に加え、一対の第1隅柱の車両高さ方向略中央部分どうしを連結する第3横梁を備えるので、第1隅柱が屋根構体と台枠との間で圧縮荷重を受けても、第1隅柱が車両幅方向に変位して座屈することを抑制できる。即ち、第1隅柱の座屈を抑制することで、第1隅柱を介してより大きな荷重を屋根構体および側構体に伝達させることができ、曲げモーメントによる台枠の変形をより効果的に抑制できる。よって、衝突の荷重に対する車両の強度が向上するという効果がある。 According to the railroad vehicle according to the fourth aspect , in addition to the effect of the railroad vehicle according to the first or second aspect, a third cross beam connecting the substantially central portions of the pair of first corner columns in the vehicle height direction is provided. Therefore, even if the first corner pillar receives a compressive load between the roof structure and the underframe, it is possible to prevent the first corner pillar from being displaced in the vehicle width direction and buckling. That is, by suppressing the buckling of the first corner column, a larger load can be transmitted to the roof structure and the side structure through the first corner column, and the deformation of the underframe due to the bending moment can be more effectively performed. Can be suppressed. Therefore, there is an effect that the strength of the vehicle against the load of the collision is improved.

請求項5又は請求項6記載の鉄道車両によれば、請求項記載の鉄道車両の奏する効果に加え、第2隅柱は、台枠の車両幅方向両側の端部に一対に配設され、第1つなぎ梁は、第2隅柱のうちの第1隅柱に最も近い第2隅柱および第1隅柱を連結するので、第2隅柱および第1つなぎ梁を側構体と一体構造にできる。よって、第2隅柱の設置による車両重量の増加や占有スペースの増大を抑制できるという効果がある。 According to the railway vehicle according to claim 5 or 6 , in addition to the effect of the railway vehicle according to claim 2 , the second corner pillars are arranged in pairs at both ends of the underframe in the vehicle width direction. , The first connecting beam connects the second corner column and the first corner column closest to the first corner column of the second corner columns, so that the second corner column and the first connecting beam are integrated with the side structure. Can be done. Therefore, there is an effect that an increase in vehicle weight and an increase in occupied space due to the installation of the second corner pillar can be suppressed.

また、一対の第2隅柱どうしを連結する第4横梁を備えるので、衝突の荷重によって第2隅柱および第1つなぎ梁が車両幅方向に変位することを抑制でき、曲げモーメントによる台枠の変形をより効果的に抑制できる。よって、衝突の荷重に対する車両の強度が向上するという効果がある。 Further, since the fourth cross beam connecting the pair of the second corner columns is provided, it is possible to suppress the displacement of the second corner column and the first connecting beam in the vehicle width direction due to the load of the collision, and the underframe due to the bending moment. Deformation can be suppressed more effectively. Therefore, there is an effect that the strength of the vehicle against the load of the collision is improved.

また、請求項5記載の鉄道車両によれば、請求項記載の鉄道車両の奏する効果に加え、衝撃吸収部材または第1横梁の少なくとも一方と第4横梁とを連結する第2つなぎ梁を備えるので、第2つなぎ梁を介して衝撃吸収部材から伝達される衝突の荷重が第4横梁、第2隅柱、第1つなぎ梁および第1隅柱を介して屋根構体および側構体に伝達される。よって、より広い範囲に衝突の荷重を分散させることができるので、衝突の荷重に対する車両の強度が向上するという効果がある。 Further, according to the railway vehicle according to claim 5 , in addition to the effect of the railway vehicle according to claim 2, a second connecting beam connecting at least one of the shock absorbing member or the first cross beam and the fourth cross beam is provided. Therefore, the load of the collision transmitted from the shock absorbing member via the second connecting beam is transmitted to the roof structure and the side structure via the fourth cross beam, the second corner column, the first connecting beam and the first corner column. .. Therefore, the load of the collision can be distributed over a wider range, which has the effect of improving the strength of the vehicle against the load of the collision.

また、第2つなぎ梁は、衝撃吸収部材または第1横梁の少なくとも一方と第4横梁とを連結するので、衝突の荷重を引っ張り荷重によって受ける。即ち、圧縮荷重による座屈を考慮する必要がないため、その設計自由度が大きい。よって、第2つなぎ梁をより軽量な部材とすることができ、車両重量の増加を抑制できるという効果がある。 Further, since the second connecting beam connects at least one of the shock absorbing member or the first cross beam with the fourth cross beam, the load of collision is received by the tensile load. That is, since it is not necessary to consider buckling due to the compressive load, the degree of freedom in design is large. Therefore, the second connecting beam can be made a lighter member, and there is an effect that an increase in vehicle weight can be suppressed.

また、請求項6記載の鉄道車両によれば、請求項記載の鉄道車両の奏する効果に加え、衝撃吸収部材、第1横梁または第2横梁の少なくとも一つと第4横梁とを連結する第2つなぎ梁を備えるので、第2つなぎ梁を介して衝撃吸収部材から伝達される衝突の荷重が第4横梁、第2隅柱、第2つなぎ梁および第1隅柱を介して屋根構体および側構体に伝達される。よって、より広い範囲に衝突の荷重を分散させることができるので、衝突の荷重に対する車両の強度が向上するという効果がある。 Further, according to the railroad vehicle according to claim 6 , in addition to the effect of the railroad vehicle according to claim 2 , at least one of the shock absorbing member, the first cross beam or the second cross beam and the fourth cross beam are connected to each other. Since the connecting beam is provided, the load of the collision transmitted from the shock absorbing member via the second connecting beam is applied to the roof structure and the side structure via the fourth cross beam, the second corner column, the second connecting beam and the first corner column. Is transmitted to. Therefore, the load of the collision can be distributed over a wider range, which has the effect of improving the strength of the vehicle against the load of the collision.

また、第2つなぎ梁は、衝撃吸収部材、第1横梁または第2横梁のうちの少なくとも1つと第4横梁とを連結するので、衝突の荷重を引っ張り荷重によって受ける。よって、より軽量な部材とすることができ、車両重量の増加を抑制できるという効果がある。 Further, since the second connecting beam connects at least one of the shock absorbing member, the first cross beam or the second cross beam and the fourth cross beam, the load of collision is received by the tensile load. Therefore, it is possible to make the member lighter, and there is an effect that an increase in the weight of the vehicle can be suppressed.

請求項7記載の鉄道車両によれば、請求項1記載の鉄道車両の奏する効果に加え、第1隅柱の一端および台枠の連結部分よりも台枠の車両長手方向中央側で台枠から立設される第2隅柱と、その第2隅柱および第1隅柱を連結する第1つなぎ梁とを備え、第1横梁は、第2隅柱および第1つなぎ梁を介して第1隅柱に連結されるので、衝突の荷重によって第1隅柱に対して圧縮荷重および曲げモーメントが加わることを抑制でき、第1隅柱が座屈することを抑制できる。 According to the railway vehicle according to claim 7, wherein, in addition to the effects of the railway vehicle according to claim 1 Symbol placement, the vehicle longitudinal direction at the center side underframe also underframe the connecting portion of the one end and the underframe of the first corner post It is provided with a second corner column erected from, and a first connecting beam connecting the second corner column and the first corner column, and the first cross beam is a first connecting beam via the second corner column and the first connecting beam. Since it is connected to the one corner column, it is possible to suppress the application of the compressive load and the bending moment to the first corner column due to the impact load, and it is possible to suppress the buckling of the first corner column.

また、第1つなぎ梁は、第1隅柱と第2隅柱とを連結するので、衝突の荷重を引っ張り荷重によって受ける。即ち、圧縮荷重による座屈を考慮する必要がないため、その設計自由度が大きい。よって、第1つなぎ梁をより軽量な部材とすることができ、車両重量の増加を抑制できるという効果がある。 Further, since the first connecting beam connects the first corner column and the second corner column, the load of collision is received by the tensile load. That is, since it is not necessary to consider buckling due to the compressive load, the degree of freedom in design is large. Therefore, the first connecting beam can be made a lighter member, and there is an effect that an increase in vehicle weight can be suppressed.

請求項8記載の鉄道車両によれば、請求項7記載の鉄道車両の奏する効果に加え、第2隅柱は、台枠の車両幅方向両側の端部に一対に配設され、第1つなぎ梁は、第2隅柱のうちの第1隅柱に最も近い第2隅柱および第1隅柱を連結するので、第2隅柱および第1つなぎ梁を側構体と一体構造にできる。よって、第2隅柱の設置による車両重量の増加や占有スペースの増大を抑制できるという効果がある。 According to a railway vehicle according to claim 8 Symbol mounting, in addition to the effects of the railway vehicle according to claim 7, the second corner posts are arranged in a pair on the end of the vehicle width direction on both sides of the underframe, first Since the connecting beam connects the second corner column and the first corner column closest to the first corner column of the second corner columns, the second corner column and the first connecting beam can be integrated with the side structure. Therefore, there is an effect that an increase in vehicle weight and an increase in occupied space due to the installation of the second corner pillar can be suppressed.

また、請求項8記載の鉄道車両によれば、請求項7記載の鉄道車両の奏する効果に加え、衝撃吸収部材または第1横梁の少なくとも一方と第3横梁とを連結する第2つなぎ梁を備えるので、第2つなぎ梁を介して衝撃吸収部材から伝達される衝突の荷重が第3横梁、第1隅柱、第1つなぎ梁および第2隅柱を介して屋根構体および側構体に伝達される。よって、より広い範囲に衝突の荷重を分散させることができるので、衝突の荷重に対する車両の強度が向上するという効果がある。 Further, according to the railroad vehicle according to claim 8, in addition to the effect of the railroad vehicle according to claim 7, a second connecting beam connecting at least one of the shock absorbing member or the first cross beam and the third cross beam is provided. Therefore, the load of the collision transmitted from the shock absorbing member via the second connecting beam is transmitted to the roof structure and the side structure via the third cross beam, the first corner column, the first connecting beam and the second corner column. .. Therefore, the load of the collision can be distributed over a wider range, which has the effect of improving the strength of the vehicle against the load of the collision.

また、第2つなぎ梁は、衝撃吸収部材または第1横梁の少なくとも一方と第3横梁とを連結するので、衝突の荷重を引っ張り荷重によって受ける。即ち、圧縮荷重による座屈を考慮する必要がないため、その設計自由度が大きい。よって、第2つなぎ梁をより軽量な部材とすることができ、車両重量の増加を抑制できるという効果がある。 Further, since the second connecting beam connects at least one of the shock absorbing member or the first cross beam with the third cross beam, the load of collision is received by the tensile load. That is, since it is not necessary to consider buckling due to the compressive load, the degree of freedom in design is large. Therefore, the second connecting beam can be made a lighter member, and there is an effect that an increase in vehicle weight can be suppressed.

(a)は、本発明の第1実施の形態における鉄道車両の側面図であり、(b)は、鉄道車両の斜視図である。(A) is a side view of a railroad vehicle according to the first embodiment of the present invention, and (b) is a perspective view of the railroad vehicle. (a)は、図1(a)の矢印IIa方向から見た鉄道車両の正面図であり、(b)は、図2(a)の矢印IIb方向から見た鉄道車両の平面図である。(A) is a front view of the railroad vehicle seen from the direction of arrow IIa of FIG. 1 (a), and (b) is a plan view of the railroad car seen from the direction of arrow IIb of FIG. 2 (a). (a)は、図2(a)の矢印IIIa方向から見た鉄道車両の側面図であり、(b)は、図2(a)のIIIb−IIIb線における鉄道車両の断面図である。(A) is a side view of the railroad vehicle seen from the direction of arrow IIIa of FIG. 2 (a), and (b) is a cross-sectional view of the railroad vehicle on the line IIIb-IIIb of FIG. 2 (a). (a)は、図2(a)のIVa−IVa線における鉄道車両の断面図であり、(b)は、第2実施の形態における鉄道車両の正面図である。(A) is a cross-sectional view of a railway vehicle on the IVa-IVa line of FIG. 2 (a), and (b) is a front view of the railway vehicle according to the second embodiment. (a)は、図4(b)の矢印Va方向から見た鉄道車両の平面図であり、(b)は、図4(b)の矢印Vb方向から見た鉄道車両の側面図である。(A) is a plan view of the railroad vehicle seen from the direction of the arrow Va in FIG. 4 (b), and (b) is a side view of the railroad vehicle seen from the direction of the arrow Vb of FIG. 4 (b). (a)は、図4(b)のVIa−VIa線における鉄道車両の断面図であり、(b)は、図4(b)のVIb−VIb線における鉄道車両の断面図である。(A) is a cross-sectional view of a railroad vehicle on the VIa-VIa line of FIG. 4 (b), and (b) is a cross-sectional view of the railroad vehicle on the VIb-VIb line of FIG. 4 (b). (a)は、第3実施の形態における鉄道車両の斜視図であり、(b)は、鉄道車両の正面図である。(A) is a perspective view of the railway vehicle according to the third embodiment, and (b) is a front view of the railway vehicle. 図7(b)のVIII−VIII線における鉄道車両の断面図である。FIG. 7 (b) is a cross-sectional view of a railroad vehicle on the VIII-VIII line of FIG. 7 (b).

以下、本発明の好ましい実施の形態について、添付図面を参照して説明する。まず、図1を参照し、鉄道車両1の全体構成について説明する。図1(a)は、本発明の第1実施の形態における鉄道車両1の側面図であり、図1(b)は、鉄道車両1の斜視図である。 Hereinafter, preferred embodiments of the present invention will be described with reference to the accompanying drawings. First, the overall configuration of the railway vehicle 1 will be described with reference to FIG. FIG. 1A is a side view of the railway vehicle 1 according to the first embodiment of the present invention, and FIG. 1B is a perspective view of the railway vehicle 1.

なお、図1(a)及び図1(b)では、鉄道車両1の一部が省略して図示され、図1(b)では、側構体5の厚みが省略して図示されると共に、骨組が模式的に図示される。また、以下の説明において、鉄道車両1の進行方向を前方側、それと反対側の方向を後方側と定義し、車両長手方向端部を車両長手方向の進行方向側(前方側)の端部と定義する。 In addition, in FIG. 1A and FIG. 1B, a part of the railroad vehicle 1 is omitted, and in FIG. 1B, the thickness of the side structure 5 is omitted and the frame is shown. Is schematically illustrated. Further, in the following description, the traveling direction of the railcar 1 is defined as the front side, the direction opposite to it is defined as the rear side, and the end portion in the longitudinal direction of the vehicle is defined as the end portion in the traveling direction side (front side) in the longitudinal direction of the vehicle. Define.

図1に示すように、鉄道車両1は、車輪2と、その車輪2を軸支する台車3と、その台車3に支持される台枠4と、その台枠4の車両幅方向端部から立設される一対の側構体5と、それら一対の側構体5の車両高さ方向上方の端部どうしを連結する屋根構体6と、台枠4の上面に連結される衝撃吸収部材7とを主に備える。 As shown in FIG. 1, the railway vehicle 1 is formed from a wheel 2, a carriage 3 that pivotally supports the wheel 2, an underframe 4 supported by the underframe 3, and an end portion of the underframe 4 in the vehicle width direction. A pair of side structures 5 to be erected, a roof structure 6 connecting the upper ends of the pair of side structures 5 in the vehicle height direction, and a shock absorbing member 7 connected to the upper surface of the underframe 4. Mainly prepare.

衝撃吸収部材7は、鉄道車両1の衝突時の衝突の荷重を吸収するための衝撃吸収部7aと、その衝撃吸収部7aを支持する支持部7bとを主に備える。支持部7bは、板状に形成されると共にその下面(図1(b)下側の面)が台枠4の上面(図1(b)の上側の面)と連結され、その連結位置は、台枠4の車両長手方向端部よりも車両長手方向中央側とされる。衝撃吸収部7aは、支持部7bの一面から突出して形成される。支持部7bは、台枠4の車両長手方向端部よりも車両前方側に衝撃吸収部7aが突出する態様で台枠4に連結される。 The shock absorbing member 7 mainly includes a shock absorbing portion 7a for absorbing the load of the collision of the railway vehicle 1 at the time of a collision, and a supporting portion 7b for supporting the shock absorbing portion 7a. The support portion 7b is formed in a plate shape, and its lower surface (lower surface in FIG. 1 (b)) is connected to the upper surface of the underframe 4 (upper surface in FIG. 1 (b)). , The underframe 4 is located closer to the center of the vehicle longitudinal direction than the end portion of the underframe 4 in the vehicle longitudinal direction. The shock absorbing portion 7a is formed so as to project from one surface of the supporting portion 7b. The support portion 7b is connected to the underframe 4 in such a manner that the shock absorbing portion 7a projects toward the front side of the vehicle from the end portion of the underframe 4 in the vehicle longitudinal direction.

また、衝撃吸収部材7は、台枠4の上面に車両幅方向に沿って複数(本実施の形態では3個)が配設される。これにより、台枠4よりも車両高さ方向上方側、且つ、車両幅方向における所定の範囲での衝突の荷重が衝撃吸収部材7によって吸収される。なお、衝撃吸収部材7(衝撃吸収部7a)は、公知の構成が採用可能であるので、その詳細な説明は省略する。 Further, a plurality of shock absorbing members 7 (three in the present embodiment) are arranged on the upper surface of the underframe 4 along the vehicle width direction. As a result, the impact absorbing member 7 absorbs the load of the collision on the upper side in the vehicle height direction and in the predetermined range in the vehicle width direction with respect to the underframe 4. Since a known configuration can be adopted for the shock absorbing member 7 (shock absorbing portion 7a), detailed description thereof will be omitted.

次いで、図2、図3及び図4(a)を参照し、鉄道車両1の詳細構成について説明する。図2(a)は、図1(a)の矢印IIa方向から見た鉄道車両1の正面図であり、図2(b)は、図2(a)の矢印IIb方向から見た鉄道車両1の平面図である。図3(a)は、図2(a)の矢印IIIa方向から見た鉄道車両1の側面図であり、図3(b)は、図2(a)のIIIb−IIIb線における鉄道車両1の断面図である。図4(a)は、図2(a)のIVa−IVa線における鉄道車両1の断面図である。 Next, the detailed configuration of the railway vehicle 1 will be described with reference to FIGS. 2, 3 and 4 (a). 2 (a) is a front view of the railroad vehicle 1 seen from the direction of arrow IIa of FIG. 1 (a), and FIG. 2 (b) is a view of the railroad car 1 seen from the direction of arrow IIb of FIG. 2 (a). It is a plan view of. 3 (a) is a side view of the railroad vehicle 1 as viewed from the direction of arrow IIIa of FIG. 2 (a), and FIG. 3 (b) is a side view of the railroad car 1 on the line IIIb-IIIb of FIG. 2 (a). It is a cross-sectional view. FIG. 4A is a cross-sectional view of the railroad vehicle 1 on the IVa-IVa line of FIG. 2A.

なお、図2、図3及び図4(a)では、理解を容易にするために、鉄道車両1の一部を省略し、側構体5の厚みが省略して図示されると共に、骨組が模式的に図示される。 In addition, in FIG. 2, FIG. 3 and FIG. 4 (a), in order to facilitate understanding, a part of the railroad vehicle 1 is omitted, the thickness of the side structure 5 is omitted, and the skeleton is schematic. Is illustrated.

図2、図3及び図4(a)に示すように、鉄道車両1は、台枠4及び屋根構体6を連結する一対の第1隅柱10と、それら一対の第1隅柱10及び衝撃吸収部材7を連結する第1横梁20と、複数の衝撃吸収部材7どうしを連結する第2横梁30と、一対の第1隅柱10どうしを連結する第3横梁40a,40bと、台枠4の車両長手方向端部に立設する一対の第2隅柱50と、その第2隅柱50及び第1隅柱10を連結する第1つなぎ梁60と、一対の第2隅柱50どうしを連結する第4横梁70と、その第4横梁70及び衝撃吸収部材7を連結する第2つなぎ梁80とを主に備える。 As shown in FIGS. 2, 3 and 4 (a), the railroad vehicle 1 includes a pair of first corner pillars 10 connecting the underframe 4 and the roof structure 6, the pair of first corner pillars 10 and the impact. The first cross beam 20 connecting the absorbing members 7, the second cross beam 30 connecting the plurality of shock absorbing members 7, the third cross beams 40a and 40b connecting the pair of first corner columns 10, and the underframe 4 A pair of second corner pillars 50 erected at the end of the vehicle in the longitudinal direction, a first connecting beam 60 connecting the second corner pillar 50 and the first corner pillar 10, and a pair of second corner pillars 50 are connected to each other. It mainly includes a fourth cross beam 70 to be connected, and a second connecting beam 80 to connect the fourth cross beam 70 and the shock absorbing member 7.

第1隅柱10は、台枠4と屋根構体6とを連結する直線状の柱であり、その長手方向の一端が台枠4の上面の車両幅方向(図2の左右方向)端部に連結され、車両後方側に向けて傾斜した姿勢で他端が屋根構体6の車両長手方向(図2(b)の上下方向)端部に連結される。 The first corner pillar 10 is a linear pillar that connects the underframe 4 and the roof structure 6, and one end in the longitudinal direction thereof is at the end of the upper surface of the underframe 4 in the vehicle width direction (left-right direction in FIG. 2). It is connected, and the other end is connected to the end portion of the roof structure 6 in the vehicle longitudinal direction (vertical direction in FIG. 2B) in an inclined posture toward the rear side of the vehicle.

また、第1隅柱10は、その車両後方側の面が側構体5と連結されると共に、台枠4の車両幅方向両側の端部に一対に配設される。それら一対の第1隅柱10と台枠4との連結位置は、上述した衝撃吸収部材7(支持部7b)と台枠4との連結部分よりも台枠4の車両長手方向端部側、且つ台枠4の車両長手方向端部よりも車両長手方向中央側とされる(図3(b)参照)。 Further, the first corner pillar 10 has a surface on the rear side of the vehicle connected to the side structure 5, and is arranged in pairs at both ends of the underframe 4 in the vehicle width direction. The connection position between the pair of first corner pillars 10 and the underframe 4 is such that the end side of the underframe 4 in the vehicle longitudinal direction is closer to the connection portion between the shock absorbing member 7 (support portion 7b) and the underframe 4 described above. Moreover, it is located on the center side in the vehicle longitudinal direction of the underframe 4 with respect to the end portion in the vehicle longitudinal direction of the underframe 4 (see FIG. 3B).

ここで、鉄道車両1が衝突した場合、台枠4は、衝撃吸収部材7(支持部7b)との連結部分を起点に曲げモーメントを受け、上方(図3(b)の上側)に向けて曲がるように変形をしやすい。これに対して、本実施の形態では、第1隅柱10が衝撃吸収部材7(支持部7b)と台枠4との連結部分よりも台枠4の車両長手方向端部側で連結されるので、衝撃吸収部材7と台枠4との連結部分よりも台枠4の車両長手方向端部側において台枠4の変形を拘束できる。よって、曲げモーメントによる台枠4の変形を効果的に抑制でき、衝突の荷重に対する鉄道車両1の強度が向上する。 Here, when the railroad vehicle 1 collides, the underframe 4 receives a bending moment starting from the connecting portion with the shock absorbing member 7 (support portion 7b) and faces upward (upper side of FIG. 3B). Easy to deform like bending. On the other hand, in the present embodiment, the first corner pillar 10 is connected to the end portion of the underframe 4 in the vehicle longitudinal direction rather than the connecting portion between the shock absorbing member 7 (support portion 7b) and the underframe 4. Therefore, the deformation of the underframe 4 can be restrained on the end side of the underframe 4 in the vehicle longitudinal direction rather than the connecting portion between the shock absorbing member 7 and the underframe 4. Therefore, the deformation of the underframe 4 due to the bending moment can be effectively suppressed, and the strength of the railway vehicle 1 against the load of the collision is improved.

第1横梁20は、3個の衝撃吸収部材7のうちの第1隅柱10に最も近い衝撃吸収部材7と第1隅柱10とを車両幅方向に沿って連結する直線状の梁であり、その長手方向の一端が第1隅柱10の車両幅方向内方側の面に連結され、他端が支持部7bの第1隅柱10に対向する側の面における上端に連結される(図2(a)参照)。これにより、支持部7bと第1隅柱10とが連結されるので、衝突の荷重の一部を、第1隅柱10を介して側構体5及び屋根構体6に直接伝達させることができる。即ち、衝突の荷重の一部が台枠4を介さずに側構体5及び屋根構体6に直接伝達されるので、曲げモーメントによる台枠4の変形をより効果的に抑制できる。よって、衝突の荷重に対する車両の強度が向上する。 The first cross beam 20 is a linear beam that connects the shock absorbing member 7 closest to the first corner pillar 10 of the three shock absorbing members 7 and the first corner pillar 10 along the vehicle width direction. One end in the longitudinal direction is connected to the inner surface of the first corner pillar 10 in the vehicle width direction, and the other end is connected to the upper end of the support portion 7b on the surface of the support portion 7b facing the first corner pillar 10. See FIG. 2 (a)). As a result, since the support portion 7b and the first corner pillar 10 are connected, a part of the load of the collision can be directly transmitted to the side structure 5 and the roof structure 6 via the first corner pillar 10. That is, since a part of the collision load is directly transmitted to the side structure 5 and the roof structure 6 without passing through the underframe 4, the deformation of the underframe 4 due to the bending moment can be suppressed more effectively. Therefore, the strength of the vehicle against the load of the collision is improved.

また、支持部7bと第1隅柱10とが連結されることにより、衝突の荷重によって支持部7bと台枠4との連結部分に加わるせん断荷重も抑制できる。よって、車両内方側(図3(b)の支持部7bより右側)から衝撃吸収部材7を支持するための部材を省略できるので、客室スペースを広く確保できる。 Further, by connecting the support portion 7b and the first corner pillar 10, the shear load applied to the connecting portion between the support portion 7b and the underframe 4 due to the load of collision can be suppressed. Therefore, since the member for supporting the shock absorbing member 7 can be omitted from the inner side of the vehicle (on the right side of the support portion 7b in FIG. 3B), a large cabin space can be secured.

更に、第1隅柱10と台枠4との連結部分が、第1隅柱10と第1横梁20との連結部分よりも台枠4の車両前方側に位置するので、台枠4との連結部分(第1隅柱10の一端)から第1横梁20との連結部分までの領域における第1隅柱10は、衝突の荷重によって第1横梁20と第1隅柱10との連結部分から引っ張り荷重を受ける。よって、衝突の圧縮荷重による座屈を考慮する必要がないため、衝突によって想定される引っ張り荷重と台枠4から受ける曲げモーメントとに対して部材の強度設計を行えば良く、その設計自由度が大きい。即ち、第1隅柱10に必要以上の強度を持たせる必要がなくなるので、第1隅柱10の設置による車両重量の増加や占有スペースの増大を抑制できる。 Further, since the connecting portion between the first corner pillar 10 and the underframe 4 is located on the vehicle front side of the underframe 4 with respect to the connecting portion between the first corner pillar 10 and the first cross beam 20, the connecting portion with the underframe 4 The first corner pillar 10 in the region from the connecting portion (one end of the first corner pillar 10) to the connecting portion with the first cross beam 20 is from the connecting portion between the first cross beam 20 and the first corner pillar 10 due to the load of collision. Receives tensile load. Therefore, since it is not necessary to consider buckling due to the compressive load of the collision, it is sufficient to design the strength of the member with respect to the tensile load assumed by the collision and the bending moment received from the underframe 4, and the degree of design freedom is increased. big. That is, since it is not necessary to give the first corner pillar 10 more strength than necessary, it is possible to suppress an increase in vehicle weight and an increase in occupied space due to the installation of the first corner pillar 10.

第2横梁30は、3個の衝撃吸収部材7どうしを車両幅方向に沿って連結する直線状の梁である。3個の支持部7bそれぞれの間で対向する面どうしが、その上端部分において第2横梁30によって連結される(図2(a)参照)。これにより、第1横梁20、衝撃吸収部材7(支持部7b)及び第2横梁30によって一対の第1隅柱10を連結することができる。よって、車両重量の増加を抑制しつつ、3個の衝撃吸収部材7と第1隅柱10とを連結させることができる。 The second cross beam 30 is a linear beam that connects three shock absorbing members 7 to each other along the vehicle width direction. Facing surfaces of each of the three support portions 7b are connected by a second cross beam 30 at the upper end portion thereof (see FIG. 2A). As a result, the pair of first corner columns 10 can be connected by the first cross beam 20, the shock absorbing member 7 (support portion 7b), and the second cross beam 30. Therefore, it is possible to connect the three impact absorbing members 7 and the first corner pillar 10 while suppressing an increase in the weight of the vehicle.

ここで、例えば、上述した特許文献1のように、台枠の長手方向端部に立設する衝突柱によって正面壁が保持され、その正面壁に衝突エネルギー吸収装置が設けられる構成の場合、衝突エネルギー吸収装置が受ける衝突の荷重を屋根構体に伝達するには、衝突柱と屋根構体とをピラーによって連結しなければならない。よって、衝突エネルギー吸収装置が車両幅方向中央に設けられると、運転席および客席からの視界がピラーによって遮られる。 Here, for example, in the case of the above-mentioned Patent Document 1, in the case of a configuration in which the front wall is held by a collision column erected at the longitudinal end of the underframe and the front wall is provided with a collision energy absorbing device, a collision occurs. In order to transfer the impact load received by the energy absorber to the roof structure, the collision columns and the roof structure must be connected by pillars. Therefore, when the collision energy absorbing device is provided at the center in the vehicle width direction, the view from the driver's seat and the passenger seat is blocked by the pillars.

これに対して、本実施形態の鉄道車両1によれば、車両幅方向中央に配設される衝撃吸収部材7(支持部7b)は、第2横梁30、支持部7b及び第1横梁20によって第1隅柱10と連結される。即ち、衝撃吸収部材7が受ける衝突の荷重は、車両幅方向両側の端部に一対に配設される第1隅柱10を介して屋根構体6に伝達される。よって、車両幅方向中央に衝撃吸収部材7を配設した場合であっても、運転席および客席からの視界を広く保つことができる。 On the other hand, according to the railway vehicle 1 of the present embodiment, the shock absorbing member 7 (support portion 7b) arranged at the center in the vehicle width direction is formed by the second cross beam 30, the support portion 7b, and the first cross beam 20. It is connected to the first corner pillar 10. That is, the load of the collision received by the shock absorbing member 7 is transmitted to the roof structure 6 via the first corner pillars 10 arranged in pairs at the ends on both sides in the vehicle width direction. Therefore, even when the shock absorbing member 7 is arranged at the center in the vehicle width direction, the field of view from the driver's seat and the passenger seat can be kept wide.

第3横梁40a,40bは、一対の第1隅柱10どうしを車両幅方向に沿って連結する直線状の梁であり、その長手方向の両端が一対の第1隅柱10の車両幅方向内方側の面にそれぞれ連結される。第3横梁40aは、台枠4と屋根構体6との間で一対の第1隅柱10どうしを連結し、第3横梁40bは、第1隅柱10の屋根構体6側の端部で一対の第1隅柱10どうしを連結する。 The third cross beams 40a and 40b are linear beams that connect a pair of first corner columns 10 to each other along the vehicle width direction, and both ends in the longitudinal direction are within the vehicle width direction of the pair of first corner columns 10. It is connected to each side surface. The third cross beam 40a connects a pair of first corner pillars 10 to each other between the underframe 4 and the roof structure 6, and the third cross beam 40b is a pair at the end of the first corner pillar 10 on the roof structure 6 side. The first corner pillars 10 of the above are connected to each other.

これにより、衝突の荷重によって第1隅柱10が台枠4と屋根構体6との間で圧縮荷重を受けても、第1隅柱10の車両幅方向への変位を第3横梁40a,40bが規制するので、第1隅柱10が座屈することを抑制できる。即ち、第1隅柱10の座屈を抑制することで、第1隅柱10を介してより大きな荷重を側構体5及び屋根構体6に伝達させることができ、曲げモーメントによる台枠4の変形をより効果的に抑制できる。よって、衝突の荷重に対する鉄道車両1の強度が向上する。 As a result, even if the first corner column 10 receives a compressive load between the underframe 4 and the roof structure 6 due to the load of the collision, the displacement of the first corner column 10 in the vehicle width direction is displaced by the third cross beams 40a and 40b. Therefore, it is possible to prevent the first corner pillar 10 from buckling. That is, by suppressing the buckling of the first corner pillar 10, a larger load can be transmitted to the side structure 5 and the roof structure 6 through the first corner pillar 10, and the underframe 4 is deformed by the bending moment. Can be suppressed more effectively. Therefore, the strength of the railway vehicle 1 against the load of the collision is improved.

また、第3横梁40aと第1隅柱10との連結位置の高さは、支持部7bの上端よりも上方であり、且つ第1隅柱10の長手方向中央よりも下方とされる。これにより、第1隅柱10が車両幅方向に変位して座屈することを抑制できると共に、鉄道車両1の前方側に窓を設置するスペースを広く確保できるので、乗客が広く景観を楽しむことができる。 Further, the height of the connecting position between the third cross beam 40a and the first corner pillar 10 is above the upper end of the support portion 7b and below the center in the longitudinal direction of the first corner pillar 10. As a result, it is possible to prevent the first corner pillar 10 from being displaced in the vehicle width direction and buckling, and it is possible to secure a large space for installing a window on the front side of the railway vehicle 1, so that passengers can enjoy the landscape widely. can.

第2隅柱50は、台枠4の上面の車両長手方向端部から車両高さ方向に立設する直線状の柱であり、その立設高さは、第3横梁40aと第1隅柱10との連結位置の高さと略同一とされる。よって、上述した鉄道車両1の前方側に窓を設置するスペースに対して干渉しない高さで立設されるため、乗客が広く景観を楽しむことができる。また、第2隅柱50は、台枠4の車両幅方向両側の端部に一対に配設され、それら一対の第2隅柱50と台枠4との連結位置は、上述した第1隅柱10と台枠4との連結部分よりも台枠4の車両長手方向端部側とされる(図3参照)。 The second corner pillar 50 is a linear pillar erected in the vehicle height direction from the end portion of the upper surface of the underframe 4 in the vehicle longitudinal direction, and the erection height thereof is the third cross beam 40a and the first corner pillar. It is substantially the same as the height of the connection position with 10. Therefore, since the railroad vehicle 1 is erected at a height that does not interfere with the space for installing the window on the front side of the railroad vehicle 1, passengers can enjoy the landscape widely. Further, the second corner pillars 50 are arranged in pairs at the ends of the underframe 4 on both sides in the vehicle width direction, and the connecting positions of the pair of the second corner pillars 50 and the underframe 4 are the above-mentioned first corners. It is located on the vehicle longitudinal end side of the underframe 4 with respect to the connecting portion between the pillar 10 and the underframe 4 (see FIG. 3).

第1つなぎ梁60は、一対の第2隅柱50のうちの第1隅柱10に最も近い第2隅柱50と第1隅柱10とを車両長手方向に沿って連結する直線状の梁である。第1隅柱10の車両前方側の面と第2隅柱50の車両後方側の面における上端とが第1つなぎ梁60によって連結される。 The first connecting beam 60 is a linear beam that connects the second corner pillar 50 and the first corner pillar 10 closest to the first corner pillar 10 of the pair of second corner pillars 50 along the longitudinal direction of the vehicle. Is. The front surface of the first corner pillar 10 on the vehicle front side and the upper end of the second corner pillar 50 on the rear surface of the vehicle are connected by the first connecting beam 60.

これにより、第1隅柱10、第2隅柱50及び第1つなぎ梁60により骨格構造が形成され、衝突の荷重によって第1隅柱10に対して圧縮荷重および曲げモーメントが加わることを抑制でき、第1隅柱10が座屈することを抑制できる。更に、第2隅柱50が第1つなぎ梁60を介して第1隅柱10に連結されると共に、第1隅柱10と台枠4との連結部分よりも更に台枠4の車両長手方向端部側に連結されるため、第1隅柱10よりも車両前方側で台枠4の変形を拘束できる。よって、曲げモーメントによる台枠4の変形をより効果的に抑制でき、衝突の荷重に対する鉄道車両1の強度が向上する。 As a result, the skeleton structure is formed by the first corner column 10, the second corner column 50, and the first connecting beam 60, and it is possible to suppress the application of compressive load and bending moment to the first corner column 10 due to the impact load. , It is possible to prevent the first corner pillar 10 from buckling. Further, the second corner pillar 50 is connected to the first corner pillar 10 via the first connecting beam 60, and the underframe 4 is further in the vehicle longitudinal direction than the connecting portion between the first corner pillar 10 and the underframe 4. Since it is connected to the end side, the deformation of the underframe 4 can be restrained on the front side of the vehicle with respect to the first corner pillar 10. Therefore, the deformation of the underframe 4 due to the bending moment can be suppressed more effectively, and the strength of the railway vehicle 1 against the load of the collision is improved.

また、第1つなぎ梁60は、第1隅柱10と第2隅柱50とを連結するので、衝突の荷重を引っ張り荷重によって受ける。即ち、圧縮荷重による座屈を考慮する必要がないため、その設計自由度が大きい。よって、第1つなぎ梁60をより軽量な部材とすることができ、車両重量の増加を抑制できる。 Further, since the first connecting beam 60 connects the first corner pillar 10 and the second corner pillar 50, the load of collision is received by the tensile load. That is, since it is not necessary to consider buckling due to the compressive load, the degree of freedom in design is large. Therefore, the first connecting beam 60 can be made a lighter member, and an increase in vehicle weight can be suppressed.

また、第1隅柱10、第2隅柱50及び第1つなぎ梁60により形成される骨格構造の内周側の面には、第1隅柱10、第2隅柱50及び第1つなぎ梁60のそれぞれと連結される板状のシアプレートSが配設される。即ち、第1隅柱10、第2隅柱50及び第1つなぎ梁60がシアプレートSによって連結されるので、第1隅柱10、第2隅柱50及び第1つなぎ梁60により形成される骨格構造が衝突の荷重によってせん断変形することを抑制でき、その骨格構造の強度が向上する。よって、曲げモーメントによる台枠4の変形をより効果的に抑制でき、衝突の荷重に対する鉄道車両1の強度が向上する。 Further, on the inner peripheral side surface of the skeleton structure formed by the first corner column 10, the second corner column 50 and the first connecting beam 60, the first corner column 10, the second corner column 50 and the first connecting beam are formed. A plate-shaped shear plate S connected to each of the 60s is arranged. That is, since the first corner pillar 10, the second corner pillar 50, and the first connecting beam 60 are connected by the shear plate S, the first corner pillar 10, the second corner pillar 50, and the first connecting beam 60 are formed. It is possible to suppress the shear deformation of the skeletal structure due to the load of collision, and the strength of the skeletal structure is improved. Therefore, the deformation of the underframe 4 due to the bending moment can be suppressed more effectively, and the strength of the railway vehicle 1 against the load of the collision is improved.

更に、第1隅柱10、第2隅柱50、第1つなぎ梁60及びシアプレートSがそれぞれ台枠4の車両幅方向端部に配設されるので、側構体5と一体構造にできる。よって、第1隅柱10、第2隅柱50、第1つなぎ梁60及びシアプレートSの設置による鉄道車両1の車内の占有空間の増大や車両重量の増加を抑制できる。 Further, since the first corner pillar 10, the second corner pillar 50, the first connecting beam 60, and the shear plate S are respectively arranged at the end portions of the underframe 4 in the vehicle width direction, the structure can be integrated with the side structure 5. Therefore, it is possible to suppress an increase in the occupied space inside the railway vehicle 1 and an increase in the vehicle weight due to the installation of the first corner pillar 10, the second corner pillar 50, the first connecting beam 60, and the shear plate S.

第4横梁70は、一対の第2隅柱50どうしを車両幅方向に沿って連結する直線状の梁であり、その長手方向の両端が一対の第2隅柱50の車両幅方向内方側の面の上端にそれぞれ連結される(図2参照)。これより、衝突の荷重を受けても、第2隅柱50及び第1つなぎ梁60の車両幅方向への変位を第4横梁70によって規制することができる。即ち、上述した一対の骨格構造が車両幅方向に変位して座屈することを抑制できる。よって、曲げモーメントによる台枠4の変形をより効果的に抑制でき、衝突の荷重に対する鉄道車両1の強度が向上する。 The fourth cross beam 70 is a linear beam that connects a pair of second corner columns 50 to each other along the vehicle width direction, and both ends in the longitudinal direction thereof are inward in the vehicle width direction of the pair of second corner columns 50. It is connected to the upper end of each of the surfaces (see FIG. 2). From this, even if the load of the collision is received, the displacement of the second corner column 50 and the first connecting beam 60 in the vehicle width direction can be regulated by the fourth cross beam 70. That is, it is possible to prevent the above-mentioned pair of skeletal structures from being displaced in the vehicle width direction and buckling. Therefore, the deformation of the underframe 4 due to the bending moment can be suppressed more effectively, and the strength of the railway vehicle 1 against the load of the collision is improved.

ここで、第2隅柱50及び第4横梁70は、台枠4の車両長手方向端部に配設され、第1隅柱10は、第2隅柱50の車両長手方向中央側に隣接して配設されるが、それら第1隅柱10、第2隅柱50及び第4横梁70は、クラッシャブルゾーンC(想定される衝突条件において衝撃吸収部7aが変形する領域。図3のC部分)よりも車両長手方向中央側に配設される。これにより、想定される衝突条件における衝撃吸収部材7(衝撃吸収部7a)の潰れ代を確保できる。よって、所定の衝突エネルギーを衝撃吸収部材7で吸収することができる。また、仮に衝撃吸収部7aがクラッシャブルゾーンCの長さを超えて潰れる衝突条件で衝突しても、第1隅柱10、第2隅柱50及び第4横梁70と、それら第1隅柱10、第2隅柱50及び第4横梁70よりも車両長手方向中央側に配設される各部材とによって障害物が鉄道車両1の車内に侵入することを抑制できる。 Here, the second corner pillar 50 and the fourth cross beam 70 are arranged at the end portion of the underframe 4 in the vehicle longitudinal direction, and the first corner pillar 10 is adjacent to the center side of the second corner pillar 50 in the vehicle longitudinal direction. The first corner column 10, the second corner column 50, and the fourth cross beam 70 are arranged in a crushable zone C (a region in which the shock absorbing portion 7a is deformed under assumed collision conditions. C in FIG. 3). It is arranged closer to the center in the longitudinal direction of the vehicle than the part). As a result, it is possible to secure a crushing allowance for the impact absorbing member 7 (impact absorbing portion 7a) under the assumed collision conditions. Therefore, the predetermined collision energy can be absorbed by the shock absorbing member 7. Further, even if the shock absorbing portion 7a collides under the collision condition where the shock absorbing portion 7a exceeds the length of the crushable zone C and is crushed, the first corner pillar 10, the second corner pillar 50, the fourth cross beam 70, and the first corner pillar thereof. 10. Each member arranged on the central side in the longitudinal direction of the vehicle with respect to the second corner pillar 50 and the fourth cross beam 70 can prevent an obstacle from entering the vehicle of the railway vehicle 1.

第2つなぎ梁80は、第4横梁70と衝撃吸収部材7とを連結する直線状の梁であり、その長手方向の一端が第4横梁70の車両後方側の面に連結され、台枠4の上面に向けて下降傾斜しつつ他端が支持部7bの車両前方側の面に連結される。これにより、衝突の荷重が第4横梁70、第2隅柱50、第1つなぎ梁60及び第1隅柱10を介して側構体5及び屋根構体6に伝達されるため、より広い範囲に衝突の荷重を分散させることができる。よって、衝突の荷重による鉄道車両1の強度が向上する。更に、第2つなぎ梁80は、衝突の荷重を引っ張り荷重によって受けるため、圧縮荷重による座屈を考慮する必要がなく、その設計自由度が大きい。よって、第2つなぎ梁80をより軽量な部材とすることができ、車両重量の増加や占有スペースの増大を抑制できる。 The second connecting beam 80 is a linear beam that connects the fourth cross beam 70 and the shock absorbing member 7, and one end in the longitudinal direction thereof is connected to the surface of the fourth cross beam 70 on the rear side of the vehicle, and the underframe 4 The other end is connected to the front surface of the support portion 7b while inclining downward toward the upper surface of the support portion 7b. As a result, the load of the collision is transmitted to the side structure 5 and the roof structure 6 via the fourth cross beam 70, the second corner column 50, the first connecting beam 60 and the first corner column 10, and the collision occurs over a wider range. Load can be distributed. Therefore, the strength of the railway vehicle 1 due to the load of the collision is improved. Further, since the second connecting beam 80 receives the load of collision by the tensile load, it is not necessary to consider buckling due to the compressive load, and the degree of freedom in its design is large. Therefore, the second connecting beam 80 can be made a lighter member, and an increase in vehicle weight and an increase in occupied space can be suppressed.

また、本実施の形態によれば、車両側面視において第1隅柱10と重複する位置、若しくはそれよりも車両前方側に第1横梁20、第2横梁30、第3横梁40a,40b、第2隅柱50、第1つなぎ梁60、第4横梁70及び第2つなぎ梁80が配設される(図3参照)。よって、第1隅柱10よりも車両後方側のスペース、即ち、客室空間を広く確保できる。また、台枠4に加わる曲げモーメントを抑制することにより、台枠4に加わる負担を軽減し、台枠4を軽量化することができる。 Further, according to the present embodiment, the first cross beam 20, the second cross beam 30, the third cross beams 40a, 40b, and the first cross beam 20, the second cross beam 30, the third cross beam 40a, 40b, and the first cross beam 20, the second cross beam 30, the third cross beam 40a, 40b, Two corner columns 50, a first connecting beam 60, a fourth cross beam 70, and a second connecting beam 80 are arranged (see FIG. 3). Therefore, it is possible to secure a wider space on the rear side of the vehicle than the first corner pillar 10, that is, a passenger compartment space. Further, by suppressing the bending moment applied to the underframe 4, the load applied to the underframe 4 can be reduced and the weight of the underframe 4 can be reduced.

次いで、図4(b)、図5及び図6を参照して、第2実施の形態について説明する。第1実施の形態では、第2隅柱50が台枠4の車両幅方向両側の端部に配設される場合を説明したが、第2実施の形態における第2隅柱250は、台枠4の車両幅方向中央に1個が配設される。なお、上述した第1実施の形態と同一の部分には同一の符号を付して、その説明は省略する。 Next, a second embodiment will be described with reference to FIGS. 4 (b), 5 and 6. In the first embodiment, the case where the second corner pillar 50 is arranged at both ends of the underframe 4 in the vehicle width direction has been described, but the second corner pillar 250 in the second embodiment is the underframe. One is arranged at the center of 4 in the vehicle width direction. The same parts as those in the first embodiment described above are designated by the same reference numerals, and the description thereof will be omitted.

図4(b)は、第2実施の形態における鉄道車両201の正面図である。図5(a)は、図4(b)の矢印Va方向から見た鉄道車両201の平面図であり、図5(b)は、図4(b)の矢印Vb方向から見た鉄道車両201の側面図である。図6(a)は、図4(b)のVIa−VIa線における鉄道車両201の断面図であり、図6(b)は、図4(b)のVIb−VIb線における鉄道車両201の断面図である。なお、図4(b)、図5及び図6では、理解を容易にするために、鉄道車両201の一部を省略し、側構体5の厚みが省略して図示されると共に、骨組が模式的に図示される。 FIG. 4B is a front view of the railway vehicle 201 according to the second embodiment. 5 (a) is a plan view of the railroad vehicle 201 seen from the direction of the arrow Va in FIG. 4 (b), and FIG. 5 (b) is the railroad vehicle 201 seen from the direction of the arrow Vb of FIG. 4 (b). It is a side view of. 6 (a) is a cross-sectional view of the railroad vehicle 201 on the VIa-VIa line of FIG. 4 (b), and FIG. 6 (b) is a cross-sectional view of the railroad vehicle 201 on the VIb-VIb line of FIG. 4 (b). It is a figure. In addition, in FIG. 4B, FIG. 5 and FIG. 6, in order to facilitate understanding, a part of the railroad vehicle 201 is omitted, the thickness of the side structure 5 is omitted, and the skeleton is schematic. Is illustrated.

図4(b)、図5及び図6に示すように、第2実施の形態では、第2隅柱250が台枠4の車両長手方向端部における車両幅方向中央に配設されることにより、衝撃吸収部材7は、車両長手方向視において第2隅柱250を挟んで車両幅方向に沿って2個が対称に配設される。 As shown in FIGS. 4B, 5 and 6, in the second embodiment, the second corner pillar 250 is arranged at the center of the underframe 4 in the vehicle longitudinal direction at the end in the vehicle width direction. Two shock absorbing members 7 are symmetrically arranged along the width direction of the vehicle with the second corner pillar 250 interposed therebetween in the longitudinal direction of the vehicle.

第1隅柱210は、台枠4と屋根構体6とを車両長手方向に沿って連結する略くの字形状の柱であり、車両後方側の面が側構体5に連結される。第1隅柱210の一端は台枠4の車両幅方向(図4(b)左右方向)端部に連結され、他端は屋根構体6の車両長手方向(図4(b)の紙面垂直方向)端部に連結される。第1隅柱210における台枠4との連結部分から後述する第1横梁220との連結部分までの領域の台枠4に対する傾斜角は、第1横梁220との連結部分から屋根構体6との連結部分までの領域の台枠4に対する傾斜角よりも小さく設定される。即ち、第1隅柱210は、略くの字形状の凸部分が車両後方側に向く姿勢で配設される(図6(a)参照)。 The first corner pillar 210 is an abbreviated pillar that connects the underframe 4 and the roof structure 6 along the longitudinal direction of the vehicle, and the surface on the rear side of the vehicle is connected to the side structure 5. One end of the first corner pillar 210 is connected to the end of the underframe 4 in the vehicle width direction (left-right direction in FIG. 4B), and the other end is in the vehicle longitudinal direction of the roof structure 6 (vertical direction on the paper surface in FIG. 4B). ) Connected to the end. The inclination angle of the region from the connecting portion with the underframe 4 of the first corner column 210 to the connecting portion with the first cross beam 220, which will be described later, with respect to the underframe 4 is from the connecting portion with the first cross beam 220 to the roof structure 6. It is set smaller than the inclination angle of the area up to the connecting portion with respect to the underframe 4. That is, the first corner pillar 210 is arranged in such a posture that the convex portion having an abbreviated shape faces the rear side of the vehicle (see FIG. 6A).

ここで、第1隅柱210が台枠4に対して傾斜した姿勢で台枠4と屋根構体6とを連結する場合、第1隅柱210は、台枠4又は第1横梁220と、屋根構体6との間での圧縮荷重に加え、台枠4からの曲げモーメントが作用するため、台枠4に対する傾斜角が小さいほど衝突の荷重に対する強度が低下しやすい。 Here, when the first corner pillar 210 connects the underframe 4 and the roof structure 6 in an inclined posture with respect to the underframe 4, the first corner pillar 210 is the underframe 4 or the first cross beam 220 and the roof. Since the bending moment from the underframe 4 acts in addition to the compressive load with the structure 6, the smaller the inclination angle with respect to the underframe 4, the lower the strength against the collision load is likely to be.

これに対して、本実施の形態における第1隅柱210によれば、略くの字形状の凸部分が車両後方側に向く姿勢で配設される。この場合、第1隅柱210のうち、第1横梁220との連結部分よりも下方に位置する部分は、圧縮荷重による座屈を考慮する必要がない(強度に余裕があり、設計自由度が高い)ため、その分、台枠4に対する傾斜角を小さく設定することができる(台枠4に対して傾斜した姿勢で配設させることができる)。これにより、第1隅柱210のうち、第1横梁220との連結部分よりも上方に位置する部分を、車両後方側に位置させることができるので、車両前方側の視界角を広く確保することができる。 On the other hand, according to the first corner pillar 210 in the present embodiment, the abbreviated convex portion is arranged in a posture facing the rear side of the vehicle. In this case, it is not necessary to consider buckling due to the compressive load in the portion of the first corner column 210 located below the connecting portion with the first cross beam 220 (there is a margin in strength and the degree of freedom in design is increased. Therefore, the inclination angle with respect to the underframe 4 can be set to be smaller by that amount (it can be arranged in an inclined posture with respect to the underframe 4). As a result, the portion of the first corner pillar 210 located above the connecting portion with the first cross beam 220 can be positioned on the rear side of the vehicle, so that a wide field of view on the front side of the vehicle can be secured. Can be done.

更に、第1隅柱210のうち、第1横梁220との連結部分よりも上方に位置する部分の台枠4に対する傾斜角は、第1隅柱210のうち、第1横梁220との連結部分よりも下方に位置する部分の台枠4に対する傾斜角よりも大きく設定(台枠4に対して垂直に近い角度に設定)されるので、圧縮荷重に対する強度を確保することができる。即ち、略くの字形状の凸部分が車両後方側に向く姿勢で第1隅柱210が配設されることにより、鉄道車両201の衝突に対する強度を確保しつつ、乗客がより広く景観を楽しむことができる。 Further, the inclination angle of the portion of the first corner pillar 210 that is located above the connecting portion with the first cross beam 220 with respect to the underframe 4 is the connecting portion of the first corner pillar 210 with the first cross beam 220. Since it is set to be larger than the inclination angle of the portion located below the underframe 4 (set to an angle close to perpendicular to the underframe 4), it is possible to secure the strength against the compressive load. That is, by arranging the first corner pillar 210 in a posture in which the abbreviated convex portion faces the rear side of the vehicle, passengers can enjoy the landscape more widely while ensuring the strength against the collision of the railway vehicle 201. be able to.

第1横梁220は、第1実施の形態における第1横梁20、第2横梁30及び第3横梁40aを一体に形成した直線状の梁である。即ち、一対の第1隅柱210どうしを車両幅方向に沿って連結する直線状の梁として形成され、その長手方向の両端が一対の第1隅柱210の車両幅方向内方側の面にそれぞれ連結されると共に、第1横梁220の下面には支持部7bの上面が連結される。よって、1本の第1横梁220によって複数の衝撃吸収部材7を連結することができるので、複数の衝撃吸収部材7を第1横梁220に連結する工程を簡略化できる。 The first cross beam 220 is a linear beam in which the first cross beam 20, the second cross beam 30, and the third cross beam 40a are integrally formed according to the first embodiment. That is, it is formed as a linear beam connecting the pair of first corner columns 210 to each other along the vehicle width direction, and both ends in the longitudinal direction thereof are on the inner surface of the pair of first corner columns 210 in the vehicle width direction. In addition to being connected to each other, the upper surface of the support portion 7b is connected to the lower surface of the first cross beam 220. Therefore, since a plurality of shock absorbing members 7 can be connected by one first cross beam 220, the step of connecting the plurality of shock absorbing members 7 to the first cross beam 220 can be simplified.

第2隅柱250は、上述した通り、台枠4の車両長手方向端部における車両幅方向中央に配設される。第1つなぎ梁260は、第2隅柱250の車両幅方向で対向する面の上端と第1隅柱210の車両幅方向内方側の面とを連結する。これにより、第1隅柱210、第1横梁220、第2隅柱250及び第1つなぎ梁260によって骨格構造が形成される。この骨格構造により、第1隅柱210が車両幅方向に変位して座屈することを抑制し、曲げモーメントによる台枠4の変形をより効果的に抑制できる。よって、衝突の荷重に対する鉄道車両201の強度が向上する。 As described above, the second corner pillar 250 is arranged at the center of the underframe 4 in the vehicle longitudinal direction at the end in the vehicle width direction. The first connecting beam 260 connects the upper end of the surface of the second corner pillar 250 facing in the vehicle width direction and the surface of the first corner pillar 210 on the inner side in the vehicle width direction. As a result, the skeleton structure is formed by the first corner column 210, the first cross beam 220, the second corner column 250, and the first connecting beam 260. With this skeleton structure, it is possible to suppress the first corner column 210 from being displaced in the vehicle width direction and buckling, and it is possible to more effectively suppress the deformation of the underframe 4 due to the bending moment. Therefore, the strength of the railway vehicle 201 against the load of the collision is improved.

また、第1つなぎ梁260は、第1隅柱210と第2隅柱250とを連結するので、衝突の荷重を引っ張り荷重によって受ける。即ち、圧縮荷重による座屈を考慮する必要がないため、その設計自由度が大きい。よって、第1つなぎ梁260をより軽量な部材とすることができ、車両重量の増加を抑制できる。 Further, since the first connecting beam 260 connects the first corner pillar 210 and the second corner pillar 250, the load of collision is received by the tensile load. That is, since it is not necessary to consider buckling due to the compressive load, the degree of freedom in design is large. Therefore, the first connecting beam 260 can be made a lighter member, and an increase in vehicle weight can be suppressed.

第2つなぎ梁280は、第2隅柱250の車両後方側の面における上端と第1横梁220の車両前方側の面における長手方向略中央部分とを車両長手方向に沿って連結する。この第2つなぎ梁280により、衝突の荷重が第2隅柱250、第1つなぎ梁260及び第1隅柱210を介して側構体5及び屋根構体6に伝達されるため、より広い範囲に衝突の荷重を分散させることができる。よって、衝突の荷重による鉄道車両201の強度が向上する。更に、第2つなぎ梁280は、衝突の荷重を引っ張り荷重によって受けるため、圧縮荷重による座屈を考慮する必要がなく、その設計自由度が大きい。よって、第2つなぎ梁280をより軽量な部材とすることができ、車両重量の増加や占有スペースの増大を抑制できる。 The second connecting beam 280 connects the upper end of the second corner pillar 250 on the rear surface of the vehicle and the substantially central portion of the first cross beam 220 on the front surface of the vehicle along the longitudinal direction of the vehicle. By the second connecting beam 280, the load of the collision is transmitted to the side structure 5 and the roof structure 6 via the second corner column 250, the first connecting beam 260 and the first corner column 210, so that the collision occurs in a wider range. Load can be distributed. Therefore, the strength of the railway vehicle 201 due to the load of the collision is improved. Further, since the second connecting beam 280 receives the load of collision by the tensile load, it is not necessary to consider buckling due to the compressive load, and the degree of freedom in its design is large. Therefore, the second connecting beam 280 can be made a lighter member, and an increase in vehicle weight and an increase in occupied space can be suppressed.

次いで、図7及び図8を参照して、第3実施の形態について説明する。第1実施の形態では、第1横梁20が第1隅柱10に直接連結される場合を説明したが、第3実施の形態では、第1横梁20が第2隅柱350及び第1つなぎ梁60を介して第1隅柱310に連結される。なお、上述した第1実施の形態と同一の部分には同一の符号を付して、その説明は省略する。 Next, a third embodiment will be described with reference to FIGS. 7 and 8. In the first embodiment, the case where the first cross beam 20 is directly connected to the first corner pillar 10 has been described, but in the third embodiment, the first cross beam 20 is the second corner pillar 350 and the first connecting beam. It is connected to the first corner pillar 310 via 60. The same parts as those in the first embodiment described above are designated by the same reference numerals, and the description thereof will be omitted.

図7(a)は、第3実施の形態における鉄道車両301の斜視図であり、図7(b)は、鉄道車両301の正面図である。図8は、図7(b)のVIII−VIII線における鉄道車両301の断面図である。なお、図7及び図8では、理解を容易にするために、鉄道車両301の一部を省略し、側構体5の厚みが省略して図示されると共に、骨組が模式的に図示される。 FIG. 7A is a perspective view of the railway vehicle 301 according to the third embodiment, and FIG. 7B is a front view of the railway vehicle 301. FIG. 8 is a cross-sectional view of the railroad vehicle 301 on the VIII-VIII line of FIG. 7B. In addition, in FIGS. 7 and 8, in order to facilitate understanding, a part of the railroad vehicle 301 is omitted, the thickness of the side structure 5 is omitted, and the skeleton is schematically shown.

図7及び図8に示すように、第1隅柱310は、台枠4の車両長手方向(図7(b)の紙面垂直方向)端部から立設される立設部311と、その立設部311の立設先端から車両後方側に向けて傾斜すると共に屋根構体6の車両長手方向端部に連結される傾斜部312とを備え、略くの字形状の柱として形成される。 As shown in FIGS. 7 and 8, the first corner pillar 310 is a standing portion 311 erected from the end of the underframe 4 in the vehicle longitudinal direction (vertical direction on the paper surface in FIG. 7B) and its standing portion 311. It is formed as an abbreviated column with an inclined portion 312 that is inclined from the erected tip of the installation portion 311 toward the rear side of the vehicle and is connected to the end portion of the roof structure 6 in the longitudinal direction of the vehicle.

第1隅柱310は、車両幅方向(図7(b)の左右方向)端部に一対に配設され、それら一対の第1隅柱310の立設部311の立設先端(上端)どうしが第3横梁40aによって連結される。側構体5は、第1隅柱310の傾斜部312と、第2隅柱350とに接続される(図7(a)参照)。 The first corner pillars 310 are arranged in pairs at the end portions in the vehicle width direction (horizontal direction in FIG. 7B), and the standing tips (upper ends) of the standing portions 311 of the pair of first corner pillars 310 are connected to each other. Are connected by a third cross beam 40a. The side structure 5 is connected to the inclined portion 312 of the first corner pillar 310 and the second corner pillar 350 (see FIG. 7A).

第2隅柱350は、立設部311よりも車両長手方向中央側における台枠4の上面から車両高さ方向に立設される柱として形成され、車両幅方向端部に一対に配設される。第2隅柱350の立設高さは、立設部311の立設高さと略同一に設定され、それら第2隅柱350及び立設部311の立設先端(上端)どうしが第1つなぎ梁60によって連結される。この第1つなぎ梁60は、第1隅柱310と第2隅柱350とを車両長手方向に沿って連結する直線状の梁である。 The second corner pillar 350 is formed as a pillar erected from the upper surface of the underframe 4 on the central side in the longitudinal direction of the vehicle with respect to the standing portion 311 in the vehicle height direction, and is arranged in pairs at the end portion in the vehicle width direction. NS. The standing height of the second corner pillar 350 is set to be substantially the same as the standing height of the standing portion 311, and the standing tips (upper ends) of the second corner pillar 350 and the standing portion 311 are first connected to each other. It is connected by a beam 60. The first connecting beam 60 is a linear beam that connects the first corner pillar 310 and the second corner pillar 350 along the longitudinal direction of the vehicle.

第2隅柱350の車両幅方向内側の面には、第1横梁20を介して衝撃吸収部材7が連結される。即ち、第1横梁20は、第2隅柱350および第1つなぎ梁60を介して第1隅柱310に連結される。 A shock absorbing member 7 is connected to the inner surface of the second corner pillar 350 in the vehicle width direction via the first cross beam 20. That is, the first cross beam 20 is connected to the first corner pillar 310 via the second corner pillar 350 and the first connecting beam 60.

よって、車両の衝突によって衝撃吸収部材7が受ける荷重の一部は、第2横梁30、第2隅柱350及び第1隅柱310を介して側構体5および屋根構体6に伝達される。即ち、衝突の荷重の一部が台枠4を介さずに側構体5及び屋根構体6に直接伝達されるので、曲げモーメントによる台枠4の変形をより効果的に抑制できる。よって、衝突の荷重に対する車両の強度が向上する。 Therefore, a part of the load received by the shock absorbing member 7 due to the collision of the vehicle is transmitted to the side structure 5 and the roof structure 6 via the second cross beam 30, the second corner pillar 350, and the first corner pillar 310. That is, since a part of the collision load is directly transmitted to the side structure 5 and the roof structure 6 without passing through the underframe 4, the deformation of the underframe 4 due to the bending moment can be suppressed more effectively. Therefore, the strength of the vehicle against the load of the collision is improved.

また、立設部311と台枠4との連結部分が、第1横梁20と第2隅柱350との連結の連結部分よりも台枠4の車両前方側に位置すると共に、それら立設部311及び第2隅柱350が第1つなぎ梁60によって連結されるので、第1横梁20、第2隅柱350及び第1つなぎ梁60を介して衝撃吸収部材7から伝達される衝突の荷重によって立設部311が引っ張り荷重(第1つなぎ梁60が立設部311の立設先端を車両後方側(図8の右側)に引っ張る荷重)を受ける。 Further, the connecting portion between the upright portion 311 and the underframe 4 is located on the vehicle front side of the underframe 4 with respect to the connecting portion of the connection between the first cross beam 20 and the second corner pillar 350, and the upright portion thereof. Since the 311 and the second corner column 350 are connected by the first connecting beam 60, the impact load transmitted from the shock absorbing member 7 via the first cross beam 20, the second corner column 350 and the first connecting beam 60 The erection portion 311 receives a tensile load (a load in which the first connecting beam 60 pulls the erection tip of the erection portion 311 toward the rear side of the vehicle (right side in FIG. 8)).

よって、衝突の圧縮荷重による座屈を考慮する必要がないため、衝突によって想定される引っ張り荷重と台枠4から受ける曲げモーメントとに対して立設部311の強度設計を行えば良く、その設計自由度が大きい。即ち、第1隅柱310に必要以上の強度を持たせる必要がなくなるので、第1隅柱310の設置による車両重量の増加や占有スペースの増大を抑制できる。 Therefore, since it is not necessary to consider buckling due to the compressive load of the collision, the strength of the upright portion 311 may be designed with respect to the tensile load assumed by the collision and the bending moment received from the underframe 4. Great degree of freedom. That is, since it is not necessary to give the first corner pillar 310 more strength than necessary, it is possible to suppress an increase in vehicle weight and an increase in occupied space due to the installation of the first corner pillar 310.

更に、第1隅柱310と第2隅柱350とを連結する第1つなぎ梁60も、第1横梁20及び第2隅柱350を介して衝撃吸収部材7から伝達される衝突の荷重によって引っ張り荷重(第2隅柱350が第1つなぎ梁60を車両後方側に引っ張る荷重)を受けるので、第1つなぎ梁60をより軽量な部材とすることができ、車両重量の増加や占有スペースの増大を抑制できる。 Further, the first connecting beam 60 connecting the first corner column 310 and the second corner column 350 is also pulled by the impact load transmitted from the shock absorbing member 7 via the first cross beam 20 and the second corner column 350. Since the load (the load that the second corner pillar 350 pulls the first connecting beam 60 toward the rear side of the vehicle) is received, the first connecting beam 60 can be made a lighter member, and the vehicle weight and the occupied space are increased. Can be suppressed.

ここで、第1横梁20を立設部311に直接連結する(第2隅柱350及び第1つなぎ梁60を省略し、立設部311と支持部7bとを第1横梁20で連結する)構成であっても、衝突の荷重によって立設部311には引っ張り荷重が作用する。しかしながら、かかる構成の場合、第1横梁20が車両幅方向に対して傾斜する(支持部7bとの連結部分から車両前方側へ傾斜する)。 Here, the first cross beam 20 is directly connected to the upright portion 311 (the second corner column 350 and the first connecting beam 60 are omitted, and the upright portion 311 and the support portion 7b are connected by the first cross beam 20). Even in the configuration, a tensile load acts on the upright portion 311 due to the load of the collision. However, in the case of such a configuration, the first cross beam 20 is inclined with respect to the vehicle width direction (inclines from the connecting portion with the support portion 7b toward the front side of the vehicle).

よって、例えば、衝突の荷重によって第1隅柱310や側構体5が車両幅方向外側(図7(b)の左右方向外側)に広がる方向に変位した場合、その変位を規制する力が第1横梁20から作用し難くなる(第1横梁20が傾斜する分、車両幅方向外方への第1隅柱310や側構体5の変位が許容されやすくなる)。 Therefore, for example, when the first corner column 310 or the side structure 5 is displaced in the direction of spreading outward in the vehicle width direction (outside in the left-right direction in FIG. 7B) due to the load of the collision, the force for regulating the displacement is the first. It becomes difficult to act from the cross beam 20 (the first cross beam 20 is inclined, so that the displacement of the first corner pillar 310 and the side structure 5 to the outside in the vehicle width direction is easily allowed).

これに対して、本実施の形態の鉄道車両301によれば、第1横梁20が第2隅柱350及び第1つなぎ梁60を介して第1隅柱310(立設部311)に連結されるので、第1横梁20を車両幅方向に沿った直線状に配設することができる。これにより、衝突の荷重によって第1隅柱310や側構体5(第2隅柱350及び第1つなぎ梁60)が車両幅方向外側に広がる方向に変位した場合に、かかる変位を第1横梁20によって効果的に規制することができる。よって、衝突の荷重に対する車両の強度が向上する。 On the other hand, according to the railcar 301 of the present embodiment, the first cross beam 20 is connected to the first corner pillar 310 (standing portion 311) via the second corner pillar 350 and the first connecting beam 60. Therefore, the first cross beam 20 can be arranged in a straight line along the vehicle width direction. As a result, when the first corner column 310 and the side structure 5 (the second corner column 350 and the first connecting beam 60) are displaced in the direction of spreading outward in the vehicle width direction due to the load of the collision, the displacement is applied to the first cross beam 20. Can be effectively regulated by. Therefore, the strength of the vehicle against the load of the collision is improved.

第2つなぎ梁380は、第3横梁40aと衝撃吸収部材7とを連結する直線状の梁であり、その長手方向の一端が第3横梁40aの車両後方側の面に連結され、台枠4の上面に向けて下降傾斜しつつ他端が支持部7bの車両前方側の面に連結される。これにより、第1実施の形態と同様、第2つなぎ梁380が衝突の荷重を引っ張り荷重によって受けるため、第2つなぎ梁380をより軽量な部材とすることができ、車両重量の増加や占有スペースの増大を抑制できる。 The second connecting beam 380 is a linear beam that connects the third cross beam 40a and the shock absorbing member 7, and one end in the longitudinal direction thereof is connected to the rear surface of the third cross beam 40a on the vehicle rear side, and the underframe 4 The other end is connected to the front surface of the support portion 7b while inclining downward toward the upper surface of the support portion 7b. As a result, as in the first embodiment, the second connecting beam 380 receives the load of collision by the tensile load, so that the second connecting beam 380 can be made a lighter member, which increases the vehicle weight and occupies the space. Can be suppressed.

以上、上記実施形態に基づき本発明を説明したが、本発明は上記形態に何ら限定されるものではなく、本発明の趣旨を逸脱しない範囲内で種々の変形改良が可能であることは容易に推察できるものである。 Although the present invention has been described above based on the above-described embodiment, the present invention is not limited to the above-described embodiment, and it is easy to make various modifications and improvements within a range that does not deviate from the gist of the present invention. It can be inferred.

上記各実施の形態では、衝撃吸収部材7が2個または3個配設される場合を説明したが、必ずしもこれに限られるものではなく、例えば、1個であっても良く、4個以上であっても良い。衝撃吸収部材7が1個の場合は、例えば、第1実施の形態における3個の衝撃吸収部材7のうちの中央の1個のみを残し、その1個の衝撃吸収部材7の支持部7bと第1隅柱10とを第1横梁20で連結すれば良い。また、衝撃吸収部材7が4個以上の場合は、それら4個以上の衝撃吸収部材7どうしを第2横梁30で連結し、第1隅柱10に最も近い衝撃吸収部材7と第1隅柱10とを第1横梁20で連結すれば良い。 In each of the above embodiments, the case where two or three shock absorbing members 7 are arranged has been described, but the present invention is not necessarily limited to this, and for example, one may be used, and four or more members may be used. There may be. When there is one shock absorbing member 7, for example, only one of the three shock absorbing members 7 in the first embodiment is left, and the support portion 7b of the one shock absorbing member 7 is left. The first corner pillar 10 may be connected by the first cross beam 20. When there are four or more shock absorbing members 7, the four or more shock absorbing members 7 are connected to each other by a second cross beam 30, and the shock absorbing member 7 and the first corner pillar closest to the first corner pillar 10 are connected to each other. 10 may be connected by the first cross beam 20.

また、第1横梁220の下面に4個以上の衝撃吸収部材7を連結しても良く、この場合には、衝撃吸収部材7(衝撃吸収部7a)と干渉しない位置に第2隅柱250を配設すれば良い。また、第1横梁220の車両後方側の面と支持部7bの車両前方側の面とを連結する構成や、第1横梁220の車両前方側の面と支持部7bの車両後方側の面とを連結する構成でも良い。 Further, four or more shock absorbing members 7 may be connected to the lower surface of the first cross beam 220. In this case, the second corner pillar 250 is placed at a position where it does not interfere with the shock absorbing member 7 (shock absorbing portion 7a). It may be arranged. Further, a configuration in which the surface of the first cross beam 220 on the rear side of the vehicle and the surface of the support portion 7b on the front side of the vehicle are connected, and the surface of the first cross beam 220 on the front side of the vehicle and the surface of the support portion 7b on the rear side of the vehicle May be connected.

上記第1,2実施の形態では、第2隅柱50及び第2隅柱250が台枠4の車両幅方向両側の端部に一対に配設される場合および台枠4の車両幅方向中央に配設される場合を説明したが、必ずしもこれに限られるものではなく、例えば、台枠4の車両長手方向端部に第2隅柱50を3個以上配設する構成や、第2隅柱250を2個以上配設する構成でも良い。第2隅柱50を3個以上配設する場合は、台枠4の車両幅方向端部以外に配設される第2隅柱50を、衝撃吸収部材7(衝撃吸収部7a)と干渉しない位置に配設し、第4横梁70の下面と台枠4の上面とを連結させるように配設すれば良い。また、第1隅柱10に最も近い第2隅柱50と第1隅柱10とを第1つなぎ梁60で連結すれば良い。これにより、曲げモーメントによる台枠4の変形をより効果的に抑制できる。 In the first and second embodiments, the second corner pillar 50 and the second corner pillar 250 are arranged in pairs at the ends of the underframe 4 on both sides in the vehicle width direction, and the underframe 4 is centered in the vehicle width direction. However, the case is not necessarily limited to this, and for example, a configuration in which three or more second corner pillars 50 are arranged at the end of the underframe 4 in the vehicle longitudinal direction, or a second corner. A configuration in which two or more pillars 250 are arranged may be used. When three or more second corner pillars 50 are arranged, the second corner pillars 50 arranged other than the vehicle width direction end portion of the underframe 4 do not interfere with the shock absorbing member 7 (shock absorbing portion 7a). It may be arranged at the position so as to connect the lower surface of the fourth cross beam 70 and the upper surface of the underframe 4. Further, the second corner pillar 50 closest to the first corner pillar 10 and the first corner pillar 10 may be connected by the first connecting beam 60. Thereby, the deformation of the underframe 4 due to the bending moment can be suppressed more effectively.

また、第2隅柱250を2個以上配設する場合は、第2隅柱250を衝撃吸収部材7(衝撃吸収部7a)と干渉しない位置に配設すれば良く、隣接する第2隅柱250どうしを第4横梁70によって連結し、第1隅柱210に最も近い第2隅柱250と第1隅柱210とを第1つなぎ梁260によって連結すれば良い。これにより、曲げモーメントによる台枠4の変形をより効果的に抑制できる。 Further, when two or more second corner pillars 250 are arranged, the second corner pillar 250 may be arranged at a position where it does not interfere with the shock absorbing member 7 (shock absorbing portion 7a), and the adjacent second corner pillars 250 may be arranged. The 250s may be connected to each other by the fourth cross beam 70, and the second corner pillar 250 closest to the first corner pillar 210 and the first corner pillar 210 may be connected by the first connecting beam 260. Thereby, the deformation of the underframe 4 due to the bending moment can be suppressed more effectively.

上記第1実施の形態では、第3横梁40aと第1隅柱10との連結位置の高さが支持部7bの上端よりも上方であり、且つ第1隅柱10の長手方向中央よりも下方である場合を説明したが、必ずしもこれに限られるものではなく、例えば、上述した鉄道車両1の前方側に広く窓を設置することを考慮しない場合には、第1隅柱10の車両高さ方向略中央部分で一対の第1隅柱10どうしを連結することが好ましい。この場合、台枠4と屋根構体6との圧縮荷重によって第1隅柱10の車両幅方向への変位量が最大となる点どうしが連結されるので、第1隅柱10の座屈に要する荷重が大きくなる。これにより、第1隅柱10を介して更に大きな荷重を側構体5及び屋根構体6に伝達させることができ、曲げモーメントによる台枠4の変形をより効果的に抑制できる。よって、衝突の荷重に対する鉄道車両1の強度が向上する。 In the first embodiment, the height of the connecting position between the third cross beam 40a and the first corner pillar 10 is above the upper end of the support portion 7b and below the center in the longitudinal direction of the first corner pillar 10. However, the case is not necessarily limited to this, and for example, when the installation of a wide window on the front side of the railroad vehicle 1 described above is not considered, the vehicle height of the first corner pillar 10 is not limited to this. It is preferable to connect a pair of first corner columns 10 to each other at a substantially central portion in the direction. In this case, the points where the amount of displacement of the first corner pillar 10 in the vehicle width direction is maximized are connected by the compressive load of the underframe 4 and the roof structure 6, so that the buckling of the first corner pillar 10 is required. The load increases. As a result, a larger load can be transmitted to the side structure 5 and the roof structure 6 via the first corner column 10, and the deformation of the underframe 4 due to the bending moment can be suppressed more effectively. Therefore, the strength of the railway vehicle 1 against the load of the collision is improved.

上記第1実施の形態では、第1隅柱10が台枠4から傾斜して屋根構体6と連結される場合を説明したが、必ずしもこれに限られるものではなく、例えば、台枠4から垂直に立設させて屋根構体6と連結させる構成でも良い。この場合、第1隅柱10と台枠4との連結部分よりも車両後方側で衝撃吸収部材7(支持部7b)と台枠4と連結し、衝撃吸収部材7(支持部7b)と第1隅柱10とを第1横梁20で連結すれば良い。 In the first embodiment, the case where the first corner pillar 10 is inclined from the underframe 4 and connected to the roof structure 6 has been described, but the present invention is not necessarily limited to this, and for example, it is vertical from the underframe 4. It may be configured to be erected on the roof and connected to the roof structure 6. In this case, the shock absorbing member 7 (support portion 7b) and the underframe 4 are connected to the rear side of the vehicle from the connecting portion between the first corner pillar 10 and the underframe 4, and the shock absorbing member 7 (support portion 7b) and the first The one corner pillar 10 may be connected by the first cross beam 20.

上記第1実施の形態では、第1横梁20が支持部7bの第1隅柱10に対向する側の面における上端に連結される場合を説明したが、必ずしもこれに限られるものではなく、例えば、支持部7bの第1隅柱10に対向する側の面における少なくとも台枠4の上面よりも上方で第1隅柱10と連結すれば良い。 In the first embodiment, the case where the first cross beam 20 is connected to the upper end of the support portion 7b on the surface of the support portion 7b facing the first corner column 10 has been described, but the present invention is not necessarily limited to this, for example. , The support portion 7b may be connected to the first corner pillar 10 at least above the upper surface of the underframe 4 on the surface of the support portion 7b facing the first corner pillar 10.

上記第1実施の形態では、シアプレートSが第1隅柱10、第2隅柱50及び第1つなぎ梁60により形成される骨格構造の内周側の面に連結される場合を説明したが、必ずしもこれに限られるものではなく、例えば、シアプレートSを省略しても良い。この場合、第1隅柱10、第2隅柱50及び第1つなぎ梁60の車両幅方向外方側の面に側外板を連結すれば良い。これにより、第1隅柱10、第2隅柱50及び第1つなぎ梁60により形成される骨格構造の強度を確保できる。 In the first embodiment, the case where the shear plate S is connected to the inner peripheral surface of the skeleton structure formed by the first corner column 10, the second corner column 50, and the first connecting beam 60 has been described. The shear plate S is not necessarily limited to this, and for example, the shear plate S may be omitted. In this case, the side outer plate may be connected to the outer surface of the first corner pillar 10, the second corner pillar 50, and the first connecting beam 60 in the vehicle width direction. As a result, the strength of the skeleton structure formed by the first corner column 10, the second corner column 50, and the first connecting beam 60 can be ensured.

上記第1,3実施の形態では、第2つなぎ梁80,380が、第4横梁70と支持部7bとを連結する場合や、第3横梁40aと支持部7bとを連結する場合を説明したが、必ずしもこれに限られるものではなく、例えば、第2つなぎ梁80,380が、第4横梁70と第1横梁20(第2横梁30)とを連結する構成や、第3横梁40aと第1横梁20(第2横梁30)とを連結する構成でも良い。即ち、第2つなぎ梁80,380は、支持部7b、第1横梁20又は第2横梁30のうちの少なくとも1つと、それら支持部7b、第1横梁20又は第2横梁30よりも車両前方側に位置する部材とを連結すれば良い。これにより、より広い範囲に衝突の荷重を分散させることができると共に、第2つなぎ梁80,380が衝突の荷重を引っ張り荷重によって受けるため、より軽量な部材とすることができ、鉄道車両1の車両重量の増加を抑制できる。 In the first and third embodiments, the cases where the second connecting beams 80 and 380 connect the fourth cross beam 70 and the support portion 7b and the case where the third cross beam 40a and the support portion 7b are connected have been described. However, the present invention is not necessarily limited to this, and for example, the second connecting beams 80 and 380 may connect the fourth cross beam 70 and the first cross beam 20 (second cross beam 30), or the third cross beam 40a and the third cross beam 40a. A configuration may be used in which one cross beam 20 (second cross beam 30) is connected. That is, the second connecting beams 80 and 380 are on the vehicle front side of at least one of the support portion 7b, the first cross beam 20 or the second cross beam 30 and the support portion 7b, the first cross beam 20 or the second cross beam 30. It suffices to connect with the member located in. As a result, the load of the collision can be distributed over a wider range, and the second connecting beams 80 and 380 receive the load of the collision by the tensile load, so that the member can be made lighter. The increase in vehicle weight can be suppressed.

1,201,301 鉄道車両
4 台枠
5 側構体
6 屋根構体
7 衝撃吸収部材
10,210,310 第1隅柱
20,220 第1横梁
30 第2横梁
40a,40b 第3横梁
50,250,350 第2隅柱
60,260 第1つなぎ梁
70 第4横梁
80,280,380 第2つなぎ梁
S シアプレート
C クラッシャブルゾーン
1,201,301 Railroad vehicle 4 Underframe 5 Side structure 6 Roof structure 7 Shock absorbing member 10,210,310 1st corner pillar 20,220 1st cross beam 30 2nd cross beam 40a, 40b 3rd cross beam 50, 250, 350 2nd corner column 60, 260 1st connecting beam 70 4th cross beam 80, 280, 380 2nd connecting beam S Shear plate C Crushable zone

Claims (8)

車両長手方向に延設される台枠と、その台枠の車両幅方向端部から立設される一対の側構体と、それら一対の側構体の車両高さ方向上方の端部どうしを連結する屋根構体と、複数個が前記台枠の上面に連結される衝撃吸収部材と、を備えた鉄道車両において、
前記台枠の車両幅方向両側の端部において一端が前記衝撃吸収部材および前記台枠の連結部分よりも前記台枠の車両長手方向端部側に連結されると共に他端が前記屋根構体と連結される一対の第1隅柱と、前記衝撃吸収部材および前記第1隅柱を連結する第1横梁と、前記複数の衝撃吸収部材どうしを連結する第2横梁とを備え
前記第1横梁は、前記複数の衝撃吸収部材のうちの前記第1隅柱に最も近い前記衝撃吸収部材と前記第1隅柱とを連結することを特徴とする鉄道車両。
The underframe extending in the longitudinal direction of the vehicle, the pair of side structures erected from the end of the underframe in the vehicle width direction, and the upper ends of the pair of side structures in the vehicle height direction are connected to each other. In a railroad vehicle provided with a roof structure and a plurality of shock absorbing members connected to the upper surface of the underframe.
At both ends of the underframe in the vehicle width direction, one end is connected to the end side of the underframe in the vehicle longitudinal direction from the connecting portion of the shock absorbing member and the underframe, and the other end is connected to the roof structure. A pair of first corner columns to be formed, a first cross beam connecting the shock absorbing member and the first corner pillar, and a second cross beam connecting the plurality of shock absorbing members are provided .
Wherein the first cross beam, railway vehicle, characterized that you connect the closest the impact absorbing member and the first corner post to the first corner post of the plurality of shock absorbing members.
車両長手方向に延設される台枠と、その台枠の車両幅方向端部から立設される一対の側構体と、それら一対の側構体の車両高さ方向上方の端部どうしを連結する屋根構体と、前記台枠の上面に連結される衝撃吸収部材と、を備えた鉄道車両において、
前記台枠の車両幅方向両側の端部において一端が前記衝撃吸収部材および前記台枠の連結部分よりも前記台枠の車両長手方向端部側に連結されると共に他端が前記屋根構体と連結される一対の第1隅柱と、前記衝撃吸収部材および前記第1隅柱を連結する第1横梁と、前記第1隅柱の一端および前記台枠の連結部分よりも前記台枠の車両長手方向端部側で前記台枠から立設される第2隅柱と、その第2隅柱および前記第1隅柱を連結する第1つなぎ梁とを備えることを特徴とする鉄道車両。
The underframe extending in the longitudinal direction of the vehicle, the pair of side structures erected from the end of the underframe in the vehicle width direction, and the upper ends of the pair of side structures in the vehicle height direction are connected to each other. In a railroad vehicle provided with a roof structure and a shock absorbing member connected to the upper surface of the underframe.
At both ends of the underframe in the vehicle width direction, one end is connected to the end side of the underframe in the vehicle longitudinal direction from the connecting portion of the shock absorbing member and the underframe, and the other end is connected to the roof structure. A pair of first corner pillars, a first cross beam connecting the shock absorbing member and the first corner pillar, and a vehicle length of the underframe rather than one end of the first corner pillar and a connecting portion of the underframe. A railway vehicle including a second corner pillar erected from the underframe on the direction end side, and a first connecting beam connecting the second corner pillar and the first corner pillar.
車両長手方向に延設される台枠と、その台枠の車両幅方向端部から立設される一対の側構体と、それら一対の側構体の車両高さ方向上方の端部どうしを連結する屋根構体と、複数個が前記台枠の上面に連結される衝撃吸収部材と、を備えた鉄道車両において、
前記台枠の車両幅方向両側の端部において一端が前記衝撃吸収部材および前記台枠の連結部分よりも前記台枠の車両長手方向端部側に連結されると共に他端が前記屋根構体と連結される一対の第1隅柱と、前記衝撃吸収部材および前記第1隅柱を連結する第1横梁と、前記第1隅柱の一端および前記台枠の連結部分よりも前記台枠の車両長手方向中央側で前記台枠から立設される第2隅柱と、その第2隅柱および前記第1隅柱を連結する第1つなぎ梁と、前記複数の衝撃吸収部材のうちの前記第1隅柱に最も近い前記衝撃吸収部材を、前記第2隅柱および前記第1つなぎ梁を介して前記第1隅柱と連結する第1横梁と、前記複数の衝撃吸収部材どうしを連結する第2横梁と、前記一対の第1隅柱どうしを連結する第3横梁と、前記衝撃吸収部材、前記第1横梁または前記第2横梁のうちの少なくとも1つ及び前記第3横梁を連結する第2つなぎ梁とを備え
前記第1横梁は、前記第2隅柱および前記第1つなぎ梁を介して前記第1隅柱に連結され、
前記第2隅柱は、前記台枠の車両幅方向両側の端部に一対に配設され、
前記第1つなぎ梁は、前記第2隅柱のうちの前記第1隅柱に最も近い前記第2隅柱および前記第1隅柱を連結することを特徴とする鉄道車両。
The underframe extending in the longitudinal direction of the vehicle, the pair of side structures erected from the end of the underframe in the vehicle width direction, and the upper ends of the pair of side structures in the vehicle height direction are connected to each other. In a railroad vehicle provided with a roof structure and a plurality of shock absorbing members connected to the upper surface of the underframe.
At both ends of the underframe in the vehicle width direction, one end is connected to the end side of the underframe in the vehicle longitudinal direction with respect to the connecting portion of the shock absorbing member and the underframe, and the other end is connected to the roof structure. A pair of first corner pillars, a first cross beam connecting the shock absorbing member and the first corner pillar, and a vehicle length of the underframe rather than one end of the first corner pillar and the connecting portion of the underframe. The second corner pillar erected from the underframe on the center side in the direction, the first connecting beam connecting the second corner pillar and the first corner pillar, and the first of the plurality of shock absorbing members. A second cross beam that connects the shock absorbing member closest to the corner pillar to the first corner pillar via the second corner pillar and the first connecting beam, and a second that connects the plurality of shock absorbing members. A cross beam, a third cross beam connecting the pair of first corner columns, and a second connecting beam connecting the shock absorbing member, the first cross beam or the second cross beam, and the third cross beam. and a beam,
The first cross beam is connected to the first corner column via the second corner column and the first connecting beam.
The second corner pillars are arranged in pairs at the ends of the underframe on both sides in the vehicle width direction.
It said first tie beams are closest the second corner post and rail vehicles, characterized that you connecting the first corner post to the first corner post of the second corner post.
前記一対の第1隅柱の車両高さ方向略中央部分どうしを連結する第3横梁を備えることを特徴とする請求項1又は2に記載の鉄道車両。 The railway vehicle according to claim 1 or 2, further comprising a third cross beam connecting the pair of first corner columns substantially at the center in the vehicle height direction. 前記第2隅柱は、前記台枠の車両幅方向両側の端部に一対に配設され、
前記第1つなぎ梁は、前記第2隅柱のうちの前記第1隅柱に最も近い前記第2隅柱および前記第1隅柱を連結し、
前記一対の第2隅柱どうしを連結する第4横梁と、前記衝撃吸収部材または前記第1横梁の少なくとも一方および前記第4横梁を連結する第2つなぎ梁とを備えることを特徴とする請求項記載の鉄道車両。
The second corner pillars are arranged in pairs at the ends of the underframe on both sides in the vehicle width direction.
The first connecting beam connects the second corner pillar and the first corner pillar closest to the first corner pillar among the second corner pillars.
A claim comprising a fourth cross beam connecting the pair of second corner columns to each other, and a second connecting beam connecting the shock absorbing member or at least one of the first cross beams and the fourth cross beam. 2 The railroad vehicle described.
前記衝撃吸収部材は、複数個が前記台枠の上面に連結され、
前記複数の衝撃吸収部材のうちの前記第1隅柱に最も近い前記衝撃吸収部材および前記第1隅柱を連結する第1横梁と、前記複数の衝撃吸収部材どうしを連結する第2横梁とを備え、
前記第2隅柱は、前記台枠の車両幅方向両側の端部に一対に配設され、
前記第1つなぎ梁は、前記第2隅柱のうちの前記第1隅柱に最も近い前記第2隅柱および前記第1隅柱を連結し、
前記一対の第2隅柱どうしを連結する第4横梁と、前記衝撃吸収部材、前記第1横梁または前記第2横梁のうちの少なくとも1つ及び前記第4横梁を連結する第2つなぎ梁とを備えることを特徴とする請求項記載の鉄道車両。
A plurality of the shock absorbing members are connected to the upper surface of the underframe.
Among the plurality of shock absorbing members, the shock absorbing member closest to the first corner pillar, the first cross beam connecting the first corner pillar, and the second cross beam connecting the plurality of shock absorbing members are connected to each other. Prepare,
The second corner pillars are arranged in pairs at the ends of the underframe on both sides in the vehicle width direction.
The first connecting beam connects the second corner pillar and the first corner pillar closest to the first corner pillar among the second corner pillars.
A fourth cross beam connecting the pair of second corner columns to each other, a shock absorbing member, at least one of the first cross beam or the second cross beam, and a second connecting beam connecting the fourth cross beam. The railroad vehicle according to claim 2 , wherein the railroad vehicle is provided.
前記第1隅柱の一端および前記台枠の連結部分よりも前記台枠の車両長手方向中央側で前記台枠から立設される第2隅柱と、その第2隅柱および前記第1隅柱を連結する第1つなぎ梁とを備え、
前記第1横梁は、前記第2隅柱および前記第1つなぎ梁を介して前記第1隅柱に連結されることを特徴とする請求項1記載の鉄道車両。
The second corner pillar erected from the underframe on the vehicle longitudinal direction center side of the underframe from one end of the first corner pillar and the connecting portion of the underframe, the second corner pillar and the first corner thereof. Equipped with a first connecting beam that connects the columns
Wherein the first cross beam, a railway vehicle according to claim 1 Symbol mounting, characterized in that it is connected to the second corner post and the first corner post through the first tie beams.
前記第2隅柱は、前記台枠の車両幅方向両側の端部に一対に配設され、
前記第1つなぎ梁は、前記第2隅柱のうちの前記第1隅柱に最も近い前記第2隅柱および前記第1隅柱を連結し、
前記一対の第1隅柱どうしを連結する第3横梁と、前記衝撃吸収部材または前記第1横梁の少なくとも一方および前記第3横梁を連結する第2つなぎ梁とを備えることを特徴とする請求項7記載の鉄道車両。
The second corner pillars are arranged in pairs at the ends of the underframe on both sides in the vehicle width direction.
The first connecting beam connects the second corner pillar and the first corner pillar closest to the first corner pillar among the second corner pillars.
A claim comprising a third cross beam connecting the pair of first corner columns to each other, and a second connecting beam connecting the shock absorbing member or at least one of the first cross beams and the third cross beam. The railroad vehicle described in 7.
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