JP6251365B2 - Railway vehicle with collision energy absorption structure - Google Patents

Railway vehicle with collision energy absorption structure Download PDF

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JP6251365B2
JP6251365B2 JP2016234763A JP2016234763A JP6251365B2 JP 6251365 B2 JP6251365 B2 JP 6251365B2 JP 2016234763 A JP2016234763 A JP 2016234763A JP 2016234763 A JP2016234763 A JP 2016234763A JP 6251365 B2 JP6251365 B2 JP 6251365B2
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collision energy
railway vehicle
frame
energy absorbing
floor
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JP2017109731A (en
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宗太 木村
宗太 木村
翔太 栗木
翔太 栗木
忠正 金保
忠正 金保
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Hitachi Ltd
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B61RAILWAYS
    • B61DBODY DETAILS OR KINDS OF RAILWAY VEHICLES
    • B61D15/00Other railway vehicles, e.g. scaffold cars; Adaptations of vehicles for use on railways
    • B61D15/06Buffer cars; Arrangements or construction of railway vehicles for protecting them in case of collisions

Description

本発明は、鉄道車両が障害物に衝突した時に、鉄道車両の一部が塑性変形することによって衝突エネルギを吸収する衝突エネルギ吸収構造を備える鉄道車両に関する。   The present invention relates to a railway vehicle including a collision energy absorbing structure that absorbs collision energy by plastic deformation of a part of the railway vehicle when the railway vehicle collides with an obstacle.

鉄道車両の車体は、床面を形成する台枠と、この台枠の幅方向の両端部に立設されると共に車体の側面をなす側構体と、台枠の長手方向の両端部に立設される妻構体と、側構体および妻構体の上端部に配置されると共に車体の屋根をなす屋根構体とから構成される。   The railway car body is erected on the frame that forms the floor, the side structures that stand on both sides of the frame in the width direction, and the longitudinal sides of the frame. And a roof structure that is disposed at the upper end of the side structure and the wife structure and that forms the roof of the vehicle body.

台枠は、台枠の幅方向の両端部に長手方向に沿って備えられる一対の側梁と、台枠の長手方向の両端部に幅方向に沿って備えられる側梁を有する。側梁から台枠の長手方向の中央部に向かって所定の寸法だけ離れた位置に、一対の側梁の間に架け渡されるとともに端梁に沿う態様で枕梁が備えられる。側梁および枕梁の中央部には、連結器が備えられる一対の中梁が配設される。   The underframe has a pair of side beams provided along the longitudinal direction at both ends in the width direction of the underframe, and side beams provided along the width direction at both ends in the longitudinal direction of the underframe. A pillow beam is provided at a position separated from the side beam by a predetermined dimension toward the center portion in the longitudinal direction of the underframe, spanning between the pair of side beams and along the end beam. A pair of middle beams provided with a coupler are disposed at the center of the side beams and pillow beams.

車体の長手方向の両端部に下面には軌道に沿って移動する台車が備えられており、台車の旋回中心となる中心ピンが、枕梁の幅方向の中央部から下方に垂下する態様で備えられる。台車と中心ピンとは牽引装置を介して接続されており、加速時の牽引力や減速時のブレーキ力は中心ピンを介して枕梁に伝達される。さらに、複数の鉄道車両が連結されて編成が構成された時に、連結器を介して隣接する鉄道車両からの引張り荷重や圧縮荷重が台枠をなす中梁に伝達されるため、枕梁や中梁を備える台枠は強固な剛性を備える。   Bogies that move along the track are provided on the lower surface at both ends in the longitudinal direction of the vehicle body, and a center pin that serves as the turning center of the carriage is provided in a manner that hangs downward from the center portion in the width direction of the pillow beam. It is done. The carriage and the center pin are connected via a traction device, and the traction force during acceleration and the brake force during deceleration are transmitted to the pillow beam via the center pin. Furthermore, when a plurality of rail vehicles are connected to form a knitting, tensile loads and compression loads from adjacent rail vehicles are transmitted to the intermediate beam forming the underframe via the coupler. The underframe with the beams has a strong rigidity.

鉄道車両が障害物に衝突した場合に、車体の床面をなす台枠は高い剛性を備えるため、台枠が塑性変形して衝突エネルギを吸収して乗客や乗務員等(以下、乗客等と記す)への衝撃を緩和することが期待できず、乗客等に衝撃が作用するおそれがある。   When a railway vehicle collides with an obstacle, the frame that forms the floor of the car body has high rigidity. Therefore, the frame is plastically deformed to absorb the collision energy, and passengers, crew, etc. (hereinafter referred to as passengers) ) May not be expected to be mitigated, and there is a risk of impact acting on passengers and the like.

このため、鉄道車両が障害物へ衝突した場合に、塑性変形によって衝突エネルギを吸収する衝突エネルギ吸収装置を台枠の端梁に備えることによって、衝突に起因する乗客等への衝撃を緩和する技術が特許文献1に開示されている。   For this reason, when a railway vehicle collides with an obstacle, a technology for mitigating the impact on passengers and the like caused by the collision by providing a collision energy absorption device that absorbs the collision energy by plastic deformation in the end beam of the underframe Is disclosed in Patent Document 1.

特開2007−326550号公報JP 2007-326550 A

衝突エネルギ吸収装置(特許文献1)の衝突エネルギ吸収量は圧壊荷重と圧壊量(長手方向の圧壊寸法)の積で与えられる。このため、大きな衝突エネルギを吸収する衝突エネルギ吸収装置では、その圧壊荷重が大きくなり、乗客等が衝撃を受けるおそれがあった。   The collision energy absorption amount of the collision energy absorbing device (Patent Document 1) is given by the product of the crush load and the crush amount (collapse dimension in the longitudinal direction). For this reason, in the collision energy absorbing device that absorbs a large collision energy, the crushing load becomes large, and there is a possibility that passengers and the like may receive an impact.

このため、衝突エネルギ吸収装置の他に、車体の一部に衝突エネルギを吸収する衝突エネルギ吸収構造を組み入れて、衝突時の圧壊(ピーク)荷重を低減して乗客等への衝撃を緩和する構成が考案されている。しかしながら、車体の一部に、衝突時に塑性変形する領域を設ける場合、その領域に乗務員室や避難経路となる乗降口等が含まれると、乗務員の安全性が損なわれたり、衝突後の避難誘導が困難になったりするなどの課題があった。   For this reason, in addition to the collision energy absorbing device, a collision energy absorbing structure that absorbs collision energy is incorporated into a part of the vehicle body, and the structure reduces the crushing (peak) load at the time of the collision and reduces the impact on passengers and the like. Has been devised. However, when an area that undergoes plastic deformation at the time of a collision is provided in a part of the vehicle body, if the area includes a crew room or an entrance / exit that serves as an evacuation route, the safety of the crew will be impaired, or evacuation guidance after the collision will occur. There were problems such as becoming difficult.

本発明の目的は、乗務員等の安全性を損なうことなく、衝突時の衝撃を緩和できる衝突エネルギ吸収構造を備える鉄道車両を提供することである。   An object of the present invention is to provide a railway vehicle including a collision energy absorbing structure that can alleviate a shock at the time of a collision without impairing the safety of a crew member or the like.

上記目的は、衝突エネルギを吸収する衝突エネルギ吸収構造を有する鉄道車両であって、鉄道車両の車体は、床面をなす台枠と、台枠の長手方向の端部に備えられる端梁に固定される下梁と、端梁と前記下梁の上部に載置される第1端部床と、第1端部床の幅方向の中央部の前端部の上面に備えられるとともに貫通路枠を構成する一対の貫通路枠柱と、第1端部床の幅方向の端部の前端部の上面に備えられる隅柱と、隅柱の後方に備えられる乗務員室と、を備える衝突エネルギ吸収構造を有しており、貫通路枠柱は、長手方向寸法が幅方向寸法より大きい長方形断面を有するとともに、第1端部床に固定される貫通路枠柱の後端部の下方に下梁の長手方向の中央部が位置することを特徴とする衝突エネルギ吸収構造を備える鉄道車両によって解決できる。   The above object is a railway vehicle having a collision energy absorbing structure that absorbs collision energy, and the vehicle body of the railway vehicle is fixed to a base frame forming a floor surface and an end beam provided at an end of the base frame in the longitudinal direction. Provided on the upper surface of the front end portion of the center portion in the width direction of the first end floor, and the through-passage frame. A collision energy absorbing structure comprising: a pair of through-passage frame pillars; a corner pillar provided on an upper surface of a front end portion of the widthwise end of the first end floor; and a crew member room provided behind the corner pillar The through-passage frame column has a rectangular cross section whose longitudinal dimension is larger than the widthwise dimension, and the lower beam is below the rear end of the through-passage frame column fixed to the first end floor. By a railway vehicle equipped with a collision energy absorption structure, characterized in that the longitudinal center portion is located It can be determined.

本発明によれば、乗務員等の安全性を損なうことなく、衝突時の衝撃を緩和できる衝突エネルギ吸収構造を備える鉄道車両を提供することができる。   ADVANTAGE OF THE INVENTION According to this invention, a rail vehicle provided with the collision energy absorption structure which can relieve | moderate the impact at the time of a collision, without impairing safety | security of a crew member etc. can be provided.

図1は、貫通路を先頭部に備える鉄道車両の一例を示す側面図である。FIG. 1 is a side view showing an example of a railway vehicle having a through-passage at the head. 図2は、衝突エネルギ吸収構造を先頭部に備える鉄道車両の(図1参照)の骨組みの斜視図である。FIG. 2 is a perspective view of a framework of a railway vehicle (see FIG. 1) having a collision energy absorbing structure at the top. 図3は、衝突エネルギ吸収構造を先頭部に備える鉄道車両の長手方向に沿う方向の垂直断面図(図2A−A断面図)である。FIG. 3 is a vertical cross-sectional view (cross-sectional view of FIG. 2A-A) in the direction along the longitudinal direction of a railway vehicle having a collision energy absorbing structure at the head. 図4は、衝突エネルギ吸収構造を先頭部に備える鉄道車両の床面高さの水平断面図(図1B−B断面図)である。FIG. 4 is a horizontal sectional view (FIG. 1B-B sectional view) of the floor height of a railway vehicle provided with a collision energy absorbing structure at the top. 図5は、鉄道車両の先頭部に備えられる下梁の斜視図である。FIG. 5 is a perspective view of the lower beam provided at the head of the railway vehicle. 図6は、衝突エネルギ吸収構造を先頭部に備える鉄道車両の床面高さの水平断面図(図1B−B断面図相当)であって、スリットを備える第1端部床の例である。FIG. 6 is a horizontal sectional view (corresponding to the sectional views of FIGS. 1B and 1B) of the floor surface of a railway vehicle provided with a collision energy absorbing structure at the top, and is an example of a first end floor provided with a slit. 図7は、第1端部床と下梁に備えられるスリット形状の一例である。FIG. 7 is an example of a slit shape provided in the first end floor and the lower beam.

以下、図面を参照して本発明による鉄道車両の一例を説明する。まず、以下の説明に供する鉄道車両に関係する各方向を、鉄道車両1の長手方向(レール方向)100と、鉄道車両1の幅方向(枕木方向)110と、長手方向100および幅方向110に交差する鉄道車両1の高さ方向120と定義する。以下、単に長手方向100、幅方向110、高さ方向120と記す。   Hereinafter, an example of a railway vehicle according to the present invention will be described with reference to the drawings. First, each direction related to the railway vehicle to be described below is divided into a longitudinal direction (rail direction) 100 of the railway vehicle 1, a width direction (sleeper direction) 110 of the railway vehicle 1, a longitudinal direction 100, and a width direction 110. It is defined as the height direction 120 of the intersecting railway vehicle 1. Hereinafter, they are simply referred to as a longitudinal direction 100, a width direction 110, and a height direction 120.

また、鉄道車両1の長手方向100の端部(連結器4の側)から長手方向100の中央部に向かう方向を後方と記し、同様に、鉄道車両1の長手方向100の中央部に向かう変位(移動)を後退と記載する。   In addition, a direction from the end in the longitudinal direction 100 of the railway vehicle 1 (on the side of the coupler 4) toward the center of the longitudinal direction 100 is referred to as the rear, and similarly, the displacement toward the center of the longitudinal direction 100 of the railway vehicle 1 is described. (Movement) is described as reverse.

図1は、貫通路を先頭部に備える鉄道車両の一例を示す側面図である。鉄道車両1の車体3は、床面をなす台枠20と、台枠20の幅方向110の両端部に立設される側構体7と、台枠20の長手方向100の一方の端部に立設されるとともに運転室を含む丸妻構体18と、その他方の端部に立設される(平)妻構体(図示なし)と、これら妻構体(18)および側構体7の上端部に載置される屋根構体9から構成される。   FIG. 1 is a side view showing an example of a railway vehicle having a through-passage at the head. The vehicle body 3 of the railway vehicle 1 includes a frame 20 that forms a floor, side structures 7 that are erected at both ends in the width direction 110 of the frame 20, and one end of the frame 20 in the longitudinal direction 100. A round wife structure 18 that is erected and includes a driver's cab, a (flat) wife structure (not shown) that is erected on the other end, and an upper end of the wife structure (18) and the side structure 7 It is comprised from the roof structure 9 mounted.

丸妻構体18は、衝突時に圧壊する範囲である圧壊領域(クラッシャブルゾーン)Eと、衝突時に圧壊しないで衝突前の形態を保持しようとする非圧壊領域(サバイバルゾーン)Fとを有する(図2、図3参照)。   The Marutsuma structure 18 has a crushing region (crushable zone) E that is a range to be crushed at the time of collision, and a non-collapsed region (survival zone) F that is not crushed at the time of collision and tries to maintain the form before the collision (see FIG. 2, see FIG.

運転席(乗務員室)を含む丸妻構体18は、隣接する車両へ乗客等が移動するための貫通路16a(図2参照)を備えており、貫通路16aは貫通路枠40や蛇腹状の貫通路幌16bなどから構成される。丸妻構体18に含まれる乗務員室300は、丸妻構体18と台枠20との接続部の幅方向110の両端部に備えられる(図4参照)。
側構体7は、採光または自然換気用の窓や、乗務員が乗降するための乗務員昇降口14aおよび乗客が乗降する乗客乗降口14bを備える。さらに、鉄道車両1は、車体3の長手方向100の両端部の下方を、軌道に沿って移動する台車5に支持される。
The Maruzuma structure 18 including the driver's seat (crew cabin) is provided with a through-passage 16a (see FIG. 2) for passengers to move to adjacent vehicles. The through-passage 16a has a through-passage frame 40 and a bellows-like shape. It is composed of a through-pass hood 16b and the like. The crew room 300 included in the Marutama structure 18 is provided at both ends in the width direction 110 of the connecting portion between the Maruzuma structure 18 and the underframe 20 (see FIG. 4).
The side structure 7 is provided with a window for daylighting or natural ventilation, a crew lift 14a for a crew to get on and off, and a passenger board 14b for a passenger to get on and off. Furthermore, the railway vehicle 1 is supported by a carriage 5 that moves along the track below both ends of the vehicle body 3 in the longitudinal direction 100.

図2は、衝突エネルギ吸収構造を先頭部に備える鉄道車両の(図1参照)の骨組みの斜視図であり、図3は、衝突エネルギ吸収構造を先頭部に備える鉄道車両の長手方向に沿う方向の垂直断面図(図2A−A断面図)である。図4は、衝突エネルギ吸収構造を先頭部に備える鉄道車両の床面高さの水平断面図(図1B−B断面図)であり、図5は、鉄道車両の先頭部に備えられる下梁の斜視図である。さらに、図6は、衝突エネルギ吸収構造を先頭部に備える鉄道車両の床面高さの水平断面図(図1B−B断面図相当)であって、スリットを備える第1端部床板の例であり、図7は、第1端部床と下梁に備えられるスリット形状の一例である。   FIG. 2 is a perspective view of a framework of a railway vehicle (see FIG. 1) having a collision energy absorption structure at the head portion, and FIG. 3 is a direction along the longitudinal direction of the rail vehicle having a collision energy absorption structure at the head portion. It is a vertical sectional view (FIG. 2A-A sectional view). FIG. 4 is a horizontal sectional view (FIG. 1B-B sectional view) of the floor height of a railway vehicle provided with a collision energy absorbing structure at the head, and FIG. 5 is a diagram of the lower beam provided at the head of the railway vehicle. It is a perspective view. Furthermore, FIG. 6 is a horizontal sectional view (corresponding to a sectional view of FIGS. 1B-B) of the floor surface of a railway vehicle provided with a collision energy absorbing structure at the head portion, and is an example of a first end floor board provided with a slit. FIG. 7 is an example of a slit shape provided in the first end floor and the lower beam.

台枠20(図4参照)は、幅方向110の両端部に長手方向100に沿って備えられる側梁22と、長手方向100の一方の端部に、幅方向110に沿って備えられる端梁25と、下方に台車5(図1参照)を備える枕梁21と、端梁25の幅方向110の中央部と枕梁21の幅方向110の中央部を接続する一対の中央部中梁23と、端梁25の幅方向110の両端部と枕梁21の幅方向110の両端部を接続する一対の端部中梁24と、側梁22の間に敷設される第2端部床26bから主に構成される。   The frame 20 (see FIG. 4) includes side beams 22 provided along the longitudinal direction 100 at both ends in the width direction 110, and end beams provided along the width direction 110 at one end of the longitudinal direction 100. 25, a pillow beam 21 provided with a cart 5 (see FIG. 1) below, and a pair of central beam 23 connecting the central portion of the end beam 25 in the width direction 110 and the central portion of the pillow beam 21 in the width direction 110. A second end floor 26b laid between the side beams 22 and a pair of end middle beams 24 connecting both ends of the end beams 25 in the width direction 110 and both ends of the pillow beams 21 in the width direction 110. Consists mainly of.

貫通路16aの下方に備えられる連結器4(図1参照)と連結器4に接続する緩衝装置(図示なし)は、中央部中梁23に備えられ、鉄道車両1が他の車両と連結する時の衝撃や、鉄道車両1が加速したり減速したりする時の長手方向100の振動を緩和する。   A coupler 4 (see FIG. 1) provided below the through-passage 16a and a shock absorber (not shown) connected to the coupler 4 are provided in the central middle beam 23, and the railway vehicle 1 is coupled to another vehicle. The vibration of the longitudinal direction 100 when the impact of time and the railway vehicle 1 accelerates or decelerates is relieved.

端梁25の幅方向110の中央部には、片持ちの態様で長手方向100に沿う一対の下梁30が備えられる。下梁30は、中央部中梁23に連続する態様で、端梁25に溶接などで固定される。下梁30をなす側板30aの上端縁と端梁25の上端縁に、略半円形状の第1端部床26aが載置されて溶接される(図3、図4、図5参照)。   A pair of lower beams 30 along the longitudinal direction 100 is provided in a cantilever manner at the center of the end beam 25 in the width direction 110. The lower beam 30 is fixed to the end beam 25 by welding or the like so as to be continuous with the central middle beam 23. A substantially semicircular first end floor 26a is placed and welded to the upper end edge of the side plate 30a forming the lower beam 30 and the upper end edge of the end beam 25 (see FIGS. 3, 4 and 5).

側板30aの上端縁と第1端部床26aの下面との溶接部は、必ずしも上端縁の全長に沿って溶接する必要はなく、衝突時の圧壊荷重等を考慮して断続的な溶接部であっても良い。端梁25の幅方向110の両端部には、長手方向100に沿って片持ちの態様で、一対のエネルギ吸収装置90(図4に、一方のそれのみを記す)が備えられる。   The welded portion between the upper edge of the side plate 30a and the lower surface of the first end floor 26a is not necessarily welded along the entire length of the upper edge, and is an intermittent welded portion in consideration of a crushing load at the time of collision. There may be. A pair of energy absorbing devices 90 (only one of which is shown in FIG. 4) are provided at both ends of the end beam 25 in the width direction 110 in a cantilever manner along the longitudinal direction 100.

下梁30は、長方形状の底板30bと、底板30bの幅方向110の両端部から立設する側板30aからなる部材であり、その長手方向100に交差する断面形状はCチャンネル状である。側板30aには、長手方向100に沿うスリット30asが備えられる。同様に、底板30bにも、同様の態様のスリット30bsが備えられる。これらスリットは、鉄道車両が障害物に衝突した時に、下梁30の圧壊を促進したり、圧壊荷重を適切に設定したりするために備えられる。   The lower beam 30 is a member composed of a rectangular bottom plate 30b and side plates 30a erected from both ends in the width direction 110 of the bottom plate 30b, and a cross-sectional shape intersecting the longitudinal direction 100 is a C channel shape. The side plate 30 a is provided with a slit 30 as along the longitudinal direction 100. Similarly, the slit 30bs of the same aspect is provided also in the baseplate 30b. These slits are provided in order to promote the crushing of the lower beam 30 and to appropriately set the crushing load when the railway vehicle collides with an obstacle.

第1端部床26aの長手方向100の上面の端部(前端縁部)には、貫通路枠40(貫通路枠柱40a1)が立設され、長手方向100の中央部に向かって順に、馬蹄形状の第1枠50および第2枠70が備えられる(図2参照)。第1枠50は第1端部床26aの上面に備えられ、第2枠70は第2端部床26b(台枠20)の上面に備えられる(図3参照)。   A through-passage frame 40 (through-passage frame pillar 40a1) is erected on the end (front end edge) of the upper surface of the first end floor 26a in the longitudinal direction 100, and in order toward the center in the longitudinal direction 100, A horseshoe-shaped first frame 50 and second frame 70 are provided (see FIG. 2). The first frame 50 is provided on the upper surface of the first end floor 26a, and the second frame 70 is provided on the upper surface of the second end floor 26b (frame 20) (see FIG. 3).

貫通路枠40は、第1端部床26aの長手方向100の端部(前端縁部)に立設される一対の貫通路枠柱40a1と、貫通路枠40a1の上端部に架け渡される貫通路枠横梁40a2から構成される。貫通路枠柱40a1の断面形状は、長手方向100寸法が、幅方向110寸法より大きい長方形断面である。   The through-passage frame 40 has a pair of through-passage frame pillars 40a1 erected on the end portion (front end edge portion) in the longitudinal direction 100 of the first end floor 26a, and a penetration spanning over the upper end portion of the through-passage frame 40a1. It is comprised from the road frame horizontal beam 40a2. The cross-sectional shape of the through-passage frame column 40a1 is a rectangular cross section in which the longitudinal dimension 100 is larger than the width dimension 110.

貫通路枠柱40a1は、下梁30に支持される第1端部板26aの上面に溶接等で固定される。貫通路枠柱40a1の長手方向100の寸法L1は、隅柱46のその寸法L2より大きく設定されている。第1端部板26aに溶接された貫通路枠柱40a1の長手方向の端部(以下、前端部と記す)は、隅柱46の前端部よりも、長手方向寸法L3だけ、長手方向100の端部側(以下、前側と記す)に位置する(図4参照)。   The through-passage frame column 40a1 is fixed to the upper surface of the first end plate 26a supported by the lower beam 30 by welding or the like. The dimension L1 in the longitudinal direction 100 of the through-passage frame pillar 40a1 is set larger than the dimension L2 of the corner pillar 46. The longitudinal end portion (hereinafter referred to as the front end portion) of the through-passage frame column 40a1 welded to the first end plate 26a is longer than the front end portion of the corner column 46 by a longitudinal dimension L3. It is located on the end side (hereinafter referred to as the front side) (see FIG. 4).

第1端部床26aに溶接された貫通路枠柱40a1の長手方向100の中央部側の端部(以下、後端部と記す)は、第1端部板26a1の下方に位置する下梁30の長手方向100のほぼ中央部に対応する。   An end portion (hereinafter referred to as a rear end portion) in the longitudinal direction 100 of the through-passage frame column 40a1 welded to the first end floor 26a is a lower beam positioned below the first end plate 26a1. This corresponds to approximately the center of 30 longitudinal directions 100.

さらに、貫通路枠柱40a1の長手方向100の中央部の側(以下、後側)の第1端部床26a1には、幅方向110に沿うスリット(切欠き)15aが備えられており、隅柱46の後側には、同様のスリット(切欠き)15bが備えられる(図6参照)。   Furthermore, a slit (notch) 15a along the width direction 110 is provided on the first end floor 26a1 on the side of the central portion in the longitudinal direction 100 (hereinafter referred to as the rear side) of the through-passage frame column 40a1 and is provided with a corner (corner) 15a. A similar slit (notch) 15b is provided on the rear side of the column 46 (see FIG. 6).

第1端部床26a1に備えられるスリット15a(15b)と、上述した下梁30に備えられるスリット30as(30ab)は、溝部と、この溝部の両端に連続する楕円状の孔部44とからなる。孔部44の幅寸法(短径)W2は、溝部の幅寸法W1より大きく設定される(図7参照)。孔部44を備えることにより、第1端部床26a1および下梁30が圧壊する時に、スリットの両端部に生じる亀裂等によって圧壊が急速に進行して、所定の衝撃エネルギが吸収されないことを抑制することができる。   The slit 15a (15b) provided in the first end floor 26a1 and the slit 30as (30ab) provided in the lower beam 30 described above include a groove portion and an elliptical hole portion 44 continuous to both ends of the groove portion. . The width dimension (minor axis) W2 of the hole 44 is set larger than the width dimension W1 of the groove (see FIG. 7). By providing the hole 44, when the first end floor 26a1 and the lower beam 30 are crushed, it is prevented that the predetermined impact energy is not absorbed due to the rapid progress of the crush due to cracks or the like generated at both ends of the slit. can do.

第1枠50は、第1端部床26aの幅方向110の両端部に立設される第1枠柱50a1と、第1枠柱50a1の上端部に架け渡されるアーチ状の第1枠円弧梁50a2から構成される。同様に、第2枠70は、第2端部床26bの幅方向110の両端部に立設される第2枠柱70a1と、第枠柱70a1の上端部に架け渡されるアーチ状の第2枠円弧梁70a2から構成される(図2、図3参照)。   The first frame 50 includes a first frame column 50a1 erected at both ends in the width direction 110 of the first end floor 26a, and an arch-shaped first frame arc spanning the upper end of the first frame column 50a1. It is comprised from the beam 50a2. Similarly, the second frame 70 includes a second frame column 70a1 standing on both ends in the width direction 110 of the second end floor 26b, and an arch-shaped second frame spanning the upper end of the second frame column 70a1. It is comprised from the frame circular beam 70a2 (refer FIG. 2, FIG. 3).

第1枠円弧梁50a2は、円弧に略水平に張られる弦のような態様の第1枠横梁50bを備え、第1枠横梁50bの上面に高さ方向120に沿って立設される一対の第1枠上部柱50vが、第1枠円弧梁50a2の下面と第1枠横梁50bの上面とを接続する。同様に、第2枠円弧梁70a2は、円弧に略水平に張られる弦のような態様の第2枠横梁70bを備える(図2参照)。   The first frame arcuate beam 50a2 includes a first frame transverse beam 50b in a string-like manner extending substantially horizontally on the arc, and a pair of erected on the upper surface of the first frame transverse beam 50b along the height direction 120. The first frame upper column 50v connects the lower surface of the first frame arc beam 50a2 and the upper surface of the first frame horizontal beam 50b. Similarly, the second frame arc beam 70a2 includes a second frame horizontal beam 70b having a chord-like shape extending substantially horizontally on the arc (see FIG. 2).

貫通路枠40の上部と第1枠50の上部は、一対の第1縦斜梁32uと、一対の第1長手梁32Lで接続される。第1縦斜梁32uは、貫通路枠40をなす貫通路枠柱40a1の上端部(貫通路枠横梁40a2の両端部)と、第1枠円弧梁50a2と第1枠上部柱50vの接続部を略鉛直面内で傾斜して配置される態様で接続する。   The upper part of the through-passage frame 40 and the upper part of the first frame 50 are connected by a pair of first longitudinal oblique beams 32u and a pair of first longitudinal beams 32L. The first longitudinally inclined beam 32u includes an upper end portion of the through-passage frame column 40a1 forming the through-passage frame 40 (both ends of the through-passage frame horizontal beam 40a2), and a connection portion between the first frame arc beam 50a2 and the first frame upper column 50v. Are connected in such a manner that they are arranged to be inclined in a substantially vertical plane.

第1長手梁32Lは、貫通路枠柱40a1の上端部(貫通路枠横梁40a2の両端部)と、第1枠横梁50bと第1枠上部柱50vの接続部を長手方向100に沿う方向に配置される態様で接続する。   The first longitudinal beam 32L extends in the direction along the longitudinal direction 100 at the upper end portion of the through-passage frame column 40a1 (both ends of the through-passage frame lateral beam 40a2) and the connection portion between the first frame lateral beam 50b and the first frame upper column 50v. Connect in an arranged manner.

第1枠50と第2枠70は、車体3をなす屋根構体9および側構体7の車外側面に沿うとともに長手方向100に沿う複数の梁62で接続される(図2、図3参照)。   The first frame 50 and the second frame 70 are connected by a plurality of beams 62 along the longitudinal direction 100 as well as along the vehicle outer surface of the roof structure 9 and the side structure 7 constituting the vehicle body 3 (see FIGS. 2 and 3).

さらに、丸妻構体18の貫通路枠40の幅方向110の両側には、第1端部床26aに立設されるとともに、第1枠円弧梁50a2の幅方向110の両端部に接続する一対の隅柱46が備えられる。隅柱46の高さ方向120の中央部には、隅柱46と貫通路枠柱40a1とを接続するとともに、丸妻構体18の曲面を構成する補強部材45が備えられる。   Further, a pair of standing on the first end floor 26a on both sides in the width direction 110 of the through-passage frame 40 of the round end structure 18 and connecting to both ends of the first frame arc beam 50a2 in the width direction 110. Corner column 46 is provided. A reinforcing member 45 that connects the corner column 46 and the through-passage frame column 40a1 and constitutes the curved surface of the round end structure 18 is provided at the center of the corner column 46 in the height direction 120.

鉄道車両1が線路上の障害物等に衝突した時に、衝撃を吸収しながら丸妻構体18が圧壊する過程を説明する。障害物は、踏切で立ち往生したトラック等の大型の道路車両であると仮定する。   A process in which the Marutsuma structure 18 is crushed while absorbing an impact when the rail vehicle 1 collides with an obstacle on the track or the like will be described. It is assumed that the obstacle is a large road vehicle such as a truck stuck at the railroad crossing.

鉄道車両1が障害物に衝突すると、連結器4および折りたたまれた貫通路幌16bに衝撃が伝わる。連結器4に接続する緩衝機構が圧縮されて、連結器4は、鉄道車両1の長手方向100の中央部に向けて衝撃を吸収しながら後退する。続いて、貫通路幌16bを有す貫通路枠40が後退して、エネルギ吸収装置90および下梁30が圧壊するとともに、第1端部床26aも塑性変形する。   When the railway vehicle 1 collides with an obstacle, the impact is transmitted to the coupler 4 and the folded through-hole hood 16b. The buffer mechanism connected to the coupler 4 is compressed, and the coupler 4 moves backward while absorbing an impact toward the central portion in the longitudinal direction 100 of the railway vehicle 1. Subsequently, the through-passage frame 40 having the through-pass hood 16b is retracted, the energy absorbing device 90 and the lower beam 30 are crushed, and the first end floor 26a is also plastically deformed.

貫通路枠40を構成する貫通路枠柱40a1の後端部の下方は、下梁30の長手方向100のほぼ中央部に位置しており、下梁30と第1端部床26aと貫通路枠柱40a1とは溶接によって接続されている。このため、貫通路枠柱40a1が衝突に伴い後退すると、貫通路枠柱40aの後端部が、下梁30の中央部から下梁30の端梁25との接続部との間の領域91(第1端部床26aの幅方向110の中央部)を強圧するので、この領域91が後方に大きく圧壊して衝突エネルギを吸収する(図4参照)。   The lower part of the rear end portion of the through-passage frame column 40a1 constituting the through-passage frame 40 is located at a substantially central portion in the longitudinal direction 100 of the lower beam 30, and the lower beam 30, the first end floor 26a, and the through-passage The frame column 40a1 is connected by welding. For this reason, when the through-passage frame column 40a1 moves backward due to the collision, the rear end portion of the through-passage frame post 40a is a region 91 between the center portion of the lower beam 30 and the connection portion with the end beam 25 of the lower beam 30. Since a strong pressure is applied to the central portion of the first end floor 26a in the width direction 110, the region 91 is greatly crushed backward to absorb collision energy (see FIG. 4).

貫通路枠柱40a1がさらに後退して、その後退量がL3を超過すると隅柱46の後退に伴い、エネルギ吸収装置90がさらに崩壊するとともに領域92(第1端部床26aの幅方向110の両端部)の圧壊が開始して、衝突エネルギを吸収する。   When the through-passage frame column 40a1 further retreats and the retraction amount exceeds L3, the energy absorber 90 further collapses as the corner column 46 retreats, and the region 92 (in the width direction 110 of the first end floor 26a) The crushing of both ends starts to absorb the collision energy.

つまり、乗務員室300の近傍の領域92における隅柱46の後退に伴う隅柱46の後方の第1端部床26aの圧壊および隅柱46の下方に備えられるエネルギ吸収装置90がさらに圧壊より以前に、乗務員室300から離れる領域91において、貫通路枠柱40a1の後退に伴い、下梁30および第1端部床26a等の圧壊して多くの衝突エネルギを吸収するので、領域92の圧壊量を小さくすることができる。   That is, in the region 92 in the vicinity of the crew member room 300, the first end floor 26a at the rear of the corner column 46 due to the retraction of the corner column 46 and the energy absorbing device 90 provided below the corner column 46 are further before the collapse. In addition, in the region 91 away from the crew room 300, as the through-passage frame column 40a1 moves backward, the lower beam 30 and the first end floor 26a etc. are crushed and absorb a lot of collision energy. Can be reduced.

以上の構成によって、乗務員室300を含む切妻構体18を備える鉄道車両が、障害物に衝突した時、乗務員室300から離れる第1端部床26aの幅方向中央部(領域91)の長手方向100の圧壊量を大きくして、より多くの衝突エネルギを吸収するとともに、乗務員室300の近傍の第1端部床26aの幅方向110の両端部(領域92)の長手方向100の圧壊量を小さく設定している。   With the above configuration, when the railway vehicle including the gable structure 18 including the crew member room 300 collides with an obstacle, the longitudinal direction 100 of the widthwise central part (region 91) of the first end floor 26a that is separated from the crew member room 300 is obtained. The crushing amount in the longitudinal direction 100 at both ends (region 92) in the width direction 110 of the first end floor 26a in the vicinity of the crew room 300 is reduced while absorbing more collision energy. It is set.

このため、乗務員室300の変形等を抑制することができるので、乗務員等の安全性を損なうことなく、衝突時の衝撃を緩和できる衝突エネルギ吸収構造を備える鉄道車両を提供することができる。   For this reason, since the deformation | transformation etc. of the crew member room 300 can be suppressed, a rail vehicle provided with the collision energy absorption structure which can relieve | moderate the impact at the time of a collision, without impairing safety | security of a crew member etc. can be provided.

1…鉄道車両 3…車体
4…連結器 5…台車
7…側構体 8…妻構体
9…屋根構体
14a…乗務員乗降口 14b…乗客乗降口
16a…貫通路 16b…貫通路幌
18…丸妻構体(運転室) 20…台枠
21…枕梁 22…側梁
23…中央部中梁 24…端部中梁
25…端梁
26a…第1端部床 26b…第2端部床
30…下梁
30as、30bs…スリット(切欠き)
32L…第1長手梁 32u…第1縦斜梁
40…貫通路枠
40a1…貫通路枠柱 40a2…貫通路枠横梁
44…孔部 45…補強部材
46…隅柱
50…第1枠
50a1…第1枠柱 50a2…第1枠円弧梁
50b…第1枠横梁 50v…第1枠上部柱
62…梁
70…第2枠
70a1…第2枠柱 70a2…第2枠円弧梁
70b…第2枠横梁
80a、80b…出入り口フレーム
90…エネルギ吸収装置 91、92…変形量
100…長手方向 110…幅方向
120…高さ方向
DESCRIPTION OF SYMBOLS 1 ... Railway vehicle 3 ... Car body 4 ... Connector 5 ... Carriage 7 ... Side structure 8 ... Wife structure 9 ... Roof structure 14a ... Crew member entrance / exit 14b ... Passenger entrance 16a ... Through-passage 16b ... Through-pass hood 18 ... Maruzuma structure (Operating cab) 20 ... frame 21 ... pillow beam 22 ... side beam 23 ... center beam 24 ... end beam 25 ... end beam 26a ... first end floor 26b ... second end floor 30 ... lower beam 30as, 30bs ... slit (notch)
32L ... 1st longitudinal beam 32u ... 1st vertical oblique beam 40 ... Through-passage frame 40a1 ... Through-passage frame pillar 40a2 ... Through-passage frame lateral beam 44 ... Hole 45 ... Reinforcement member 46 ... Corner pillar 50 ... 1st frame 50a1 ... 1st 1 frame column 50a2 ... 1st frame arc beam 50b ... 1st frame horizontal beam 50v ... 1st frame upper column 62 ... beam 70 ... 2nd frame 70a1 ... 2nd frame column 70a2 ... 2nd frame arc beam 70b ... 2nd frame horizontal beam 80a, 80b ... gateway frame 90 ... energy absorbing device 91, 92 ... deformation amount 100 ... longitudinal direction 110 ... width direction 120 ... height direction

Claims (8)

衝突エネルギを吸収する衝突エネルギ吸収構造を有する鉄道車両であって、
前記鉄道車両の車体は、
床面をなす台枠と、
前記台枠の長手方向の端部に備えられる端梁に固定される下梁と、
前記端梁と前記下梁の上部に載置される第1端部床と、
前記第1端部床の幅方向の中央部の前端部の上面に備えられるとともに貫通路枠を構成する一対の貫通路枠柱と、
前記第1端部床の幅方向の端部の前端部の上面に備えられる隅柱と、
前記隅柱の後方に備えられる乗務員室と、
を備える衝突エネルギ吸収構造を有する鉄道車両において、
前記貫通路枠柱は、長手方向寸法が幅方向寸法より大きい長方形断面を有するとともに、前記第1端部床に固定される前記貫通路枠柱の後端部の下方に前記下梁の長手方向の中央部が位置すること
を特徴とする衝突エネルギ吸収構造を有する鉄道車両。
A railway vehicle having a collision energy absorption structure for absorbing collision energy,
The body of the railway vehicle is
The underframe that forms the floor,
A lower beam fixed to an end beam provided at an end in a longitudinal direction of the underframe;
A first end floor placed on top of the end beam and the lower beam;
A pair of through-passage frame pillars which are provided on the upper surface of the front end portion of the center portion in the width direction of the first end floor and constitute a through-passage frame;
A corner pillar provided on the upper surface of the front end of the widthwise end of the first end floor;
A crew room provided behind the corner post;
In a rail vehicle having a collision energy absorption structure comprising:
The through-passage frame pillar has a rectangular cross section whose longitudinal dimension is larger than the widthwise dimension, and the longitudinal direction of the lower beam below the rear end part of the through-passage frame pillar fixed to the first end floor A railway vehicle having a collision energy absorption structure, characterized in that a central portion of the vehicle is located.
請求項1に記載される衝突エネルギ吸収構造を有する鉄道車両において、
前記隅柱の前記第1端部床に当接する前端部は、前記貫通路枠柱の前記第1端部床に当接する前端部よりも、長手方向の後方に位置すること
を特徴とする衝突エネルギ吸収構造を有する鉄道車両。
In the railway vehicle having the collision energy absorbing structure according to claim 1,
The front end of the corner post that contacts the first end floor is located at the rear of the front end of the through-passage column post that contacts the first end floor in the longitudinal direction. A railway vehicle having an energy absorbing structure.
請求項1に記載される衝突エネルギ吸収構造を有する鉄道車両において、
前記隅柱の下方に、前記端梁に片持ちの態様で衝突エネルギを吸収する衝突エネルギ吸収装置が備えられること
を特徴とする衝突エネルギ吸収構造を有する鉄道車両。
In the railway vehicle having the collision energy absorbing structure according to claim 1,
A rail vehicle having a collision energy absorption structure, wherein a collision energy absorption device that absorbs collision energy in a cantilever manner on the end beam is provided below the corner post.
請求項1に記載される衝突エネルギ吸収構造を有する鉄道車両において、
前記貫通路枠柱の後端部の近傍の前記第1端部床と、
前記隅柱の後端部の近傍の前記第1端部床と、に、
幅方向に延びるスリットが備えられること
を特徴とする衝突エネルギ吸収構造を有する鉄道車両。
In the railway vehicle having the collision energy absorbing structure according to claim 1,
The first end floor near the rear end of the through-passage column; and
The first end floor near the rear end of the corner post;
A railway vehicle having a collision energy absorbing structure, wherein a slit extending in a width direction is provided.
請求項1に記載される衝突エネルギ吸収構造を有する鉄道車両において、
前記下梁は、長方形状の底板と、前記底板の幅方向の両端部から立設する側板から構成されるとともにその長手方向の断面形状がCチャンネル状であること
を特徴とする衝突エネルギ吸収構造を有する鉄道車両。
In the railway vehicle having the collision energy absorbing structure according to claim 1,
The lower beam is composed of a rectangular bottom plate and side plates erected from both end portions in the width direction of the bottom plate, and the longitudinal cross-sectional shape thereof is a C channel shape. Railway vehicle with
請求項5に記載される衝突エネルギ吸収構造を有する鉄道車両において、
前記底板に、前記下梁の長手方向に沿うスリットが備えられること
を特徴とする衝突エネルギ吸収構造を有する鉄道車両。
In the railway vehicle having the collision energy absorbing structure according to claim 5,
A railcar having a collision energy absorbing structure, wherein the bottom plate is provided with a slit along the longitudinal direction of the lower beam.
請求項6に記載される衝突エネルギ吸収構造を有する鉄道車両において、
前記側板に、前記下梁の長手方向に沿うスリットが備えられること
を特徴とする衝突エネルギ吸収構造を有する鉄道車両。
In the railway vehicle having the collision energy absorbing structure according to claim 6,
A railcar having a collision energy absorbing structure, wherein the side plate is provided with a slit along a longitudinal direction of the lower beam.
請求項4または請求項6または請求項7のいずれかの一項に記載される衝突エネルギ吸収構造を有する鉄道車両において、
前記スリットは、
溝部と、前記溝部の両端部に備えられる孔部と、
を有すること
を特徴とする衝突エネルギ吸収構造を有する鉄道車両。
In the rail vehicle which has the collision energy absorption structure described in any one of Claim 4 or Claim 6 or Claim 7,
The slit is
A groove, and a hole provided at both ends of the groove,
A railway vehicle having a collision energy absorption structure.
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