JP7002809B2 - End beam structure of railroad vehicle end underframe - Google Patents

End beam structure of railroad vehicle end underframe Download PDF

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JP7002809B2
JP7002809B2 JP2017226491A JP2017226491A JP7002809B2 JP 7002809 B2 JP7002809 B2 JP 7002809B2 JP 2017226491 A JP2017226491 A JP 2017226491A JP 2017226491 A JP2017226491 A JP 2017226491A JP 7002809 B2 JP7002809 B2 JP 7002809B2
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vehicle
shock absorbing
underframe
end beam
beam member
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JP2019093982A (en
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哲郎 佐藤
剛司 大西
直茂 松尾
純輝 北口
陽士 松下
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Nippon Sharyo Ltd
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Description

本発明は、鉄道車両のエネルギー吸収構造に関し、具体的には鉄道車両の衝突時に生じるエネルギーを吸収する構造体の技術に関する。 The present invention relates to an energy absorbing structure of a railroad vehicle, and specifically to a technique of a structure that absorbs energy generated at the time of a collision of a railroad vehicle.

鉄道車両は、走行中に予期せぬ線路上の障害物との接触により事故に繋がる事が想定されている。こうした予期せぬ接触によって生じる衝撃から乗客などを保護する必要があり、これまでにも保護構造などが提案されてきた。基本的には、衝突時に生じるエネルギーを吸収するクラッシャブル領域を設けるために、保護機構を追加するといった手法が一般的である。 It is assumed that a railroad vehicle may lead to an accident due to unexpected contact with an obstacle on the railroad track while traveling. It is necessary to protect passengers and the like from the impact caused by such unexpected contact, and protective structures have been proposed so far. Basically, a method of adding a protection mechanism in order to provide a crushable region that absorbs the energy generated at the time of a collision is common.

特許文献1には、エネルギー吸収部材に関する技術が開示されている。車両の端部、妻構体の下部に、梁状のエネルギー吸収部材を設け、その先端にアンチクライマと呼ばれる部材が設けられている。エネルギー吸収部材の他端は取り付け枠に溶接などの手法によって固定されている。取り付け枠は妻構体の端部に設けられ、アンチクライマ及びエネルギー吸収部材は妻構体の下部に位置する様に配置される。そして、車両の進行方向に長手となるように設けられた梁状のエネルギー吸収部材は、中空形状の部材よりなり、衝突時に塑性変形することで衝突時に生じるエネルギーを吸収する構造となっている。 Patent Document 1 discloses a technique relating to an energy absorbing member. A beam-shaped energy absorbing member is provided at the end of the vehicle and the lower part of the wife structure, and a member called an anticlimer is provided at the tip thereof. The other end of the energy absorbing member is fixed to the mounting frame by a method such as welding. The mounting frame is provided at the end of the wife structure, and the anticlimate and energy absorbing member are arranged so as to be located at the lower part of the wife structure. The beam-shaped energy absorbing member provided so as to be longitudinal in the traveling direction of the vehicle is made of a hollow-shaped member and has a structure that absorbs energy generated at the time of a collision by being plastically deformed at the time of a collision.

特開2008-18849号公報Japanese Unexamined Patent Publication No. 2008-18849

しかしながら、特許文献1に示される様なエネルギー吸収部材やアンチクライマは、車両同士の連結部に用いる場合、効率的に機能しない虞がある。これは、エネルギー吸収部材やアンチクライマなどが車体の端梁部に溶接又はボルト締結によって取り付けられており、衝突時にはその衝撃によって前後車両のアンチクライマ同士が上下方向にズレを生じる場合があるためである。車両連結部におけるズレの発生は、車両同士が衝突する際に上下方向への拘束が無いためであると出願人は考えており、予定通りにエネルギー吸収部材が潰れず潰れ残りが発生したり、予期せぬ潰れ方をしたりする事で、確実なエネルギーの吸収が行われない事がある。 However, the energy absorbing member and the anti-climber as shown in Patent Document 1 may not function efficiently when used for the connecting portion between vehicles. This is because energy absorbing members, anti-climers, etc. are attached to the end beams of the vehicle body by welding or bolting, and in the event of a collision, the anti-climers of the front and rear vehicles may shift in the vertical direction due to the impact. be. The applicant believes that the deviation at the vehicle connecting part is due to the fact that there is no vertical restraint when the vehicles collide with each other, and the energy absorbing member is not crushed as planned and the crushed residue occurs. Due to unexpected crushing, reliable energy absorption may not be performed.

特許文献1に示される様なエネルギー吸収部材の先端にアンチクライマを設けた構造は、衝突時に前後車両のアンチクライマ同士が当接した後に発生する上下方向のズレを抑制する効果が期待できる一方、衝突前に前後車両に生じる上下方向のズレを抑制する効果はない。車両連結部で衝突が起こる際には、前方車両は既に線路上の障害物もしくはさらに前方の車両により車体が急減速し前のめりに傾いているため、前方車両と後方車両の連結部では車端部に上下方向の大きなズレが生じると出願人は考えている。 A structure in which an anti-climber is provided at the tip of an energy absorbing member as shown in Patent Document 1 can be expected to have an effect of suppressing vertical displacement that occurs after the anti-climers of front and rear vehicles come into contact with each other at the time of a collision. There is no effect of suppressing the vertical displacement that occurs in the front and rear vehicles before the collision. When a collision occurs at the vehicle connection, the vehicle body of the vehicle in front is already suddenly decelerated by an obstacle on the track or a vehicle in front and leans forward. The applicant thinks that there will be a large vertical deviation.

前後両方の車両の車端部が特許文献1に示される様なエネルギー吸収部材を持つ構造の場合、前後車両のエネルギー吸収部材と上下方向の中心とに大きくズレを生じると、それぞれのエネルギー吸収部材が車体取り付け部から折れてしまうなどの予期せぬ潰れ方をする虞がある。また、長手方向に塑性変形することによりエネルギーを吸収するエネルギー吸収部材は一般的に、潰れる前の全長をエネルギー吸収のためのストロークとして使い切ることが難しく、潰れ残りが生じる。そのため、車体妻と同一面にエネルギー吸収部材を取り付けた場合、潰れ残りの部分やアンチクライマが前後車両間に挟まるため、車両妻間距離を衝撃吸収の有効ストロークとして使いきれないという問題も考えられる。 In the case of a structure in which the vehicle ends of both the front and rear vehicles have an energy absorbing member as shown in Patent Document 1, if a large deviation occurs between the energy absorbing member of the front and rear vehicles and the center in the vertical direction, each energy absorbing member There is a risk of unexpected crushing such as breaking from the vehicle body mounting part. Further, in an energy absorbing member that absorbs energy by plastically deforming in the longitudinal direction, it is generally difficult to use the entire length before crushing as a stroke for energy absorption, and crushing residue occurs. Therefore, when the energy absorbing member is attached to the same surface as the car body wife, the remaining crushed part and the anti-climber are caught between the front and rear vehicles, so that the distance between the car wives cannot be used as an effective stroke for shock absorption. ..

特許文献1に示されるような構造では、車端部を車体中央部から独立させ、車体中央部への取付け枠の下部にエネルギー吸収部材を、取付け枠の上部に妻を含む車端部の車体構造を設けることより、エネルギー吸収部材を妻面よりも車体中央寄りに取り付けているため、エネルギー吸収材の潰れ残りの部分を妻面と取付け枠の間に収めることができる。しかし、特許文献1に示されるような構造では、車端部と車両中央部の取付け部が二重構造となるため重量が大きくなる虞があり、車端部構造が独立しているため車両連結部においては車端部の客室、特に床面の構成などにも課題がある。 In the structure as shown in Patent Document 1, the vehicle end portion is made independent from the vehicle body center portion, the energy absorbing member is provided at the lower part of the mounting frame to the vehicle body center portion, and the vehicle body portion including the wife at the upper portion of the mounting frame. By providing the structure, since the energy absorbing member is attached closer to the center of the vehicle body than the end surface, the remaining crushed portion of the energy absorbing material can be accommodated between the end surface and the mounting frame. However, in the structure as shown in Patent Document 1, since the mounting portion of the vehicle end portion and the vehicle center portion has a double structure, the weight may increase, and the vehicle end portion structure is independent, so that the vehicle is connected. In the department, there are also problems with the cabin at the end of the car, especially the structure of the floor.

そこで、本発明はこの様な課題を解決する為に、衝撃吸収部材を確実に機能させる事ができる鉄道車両端台枠の端梁構造を提供することを目的とする。 Therefore, in order to solve such a problem, it is an object of the present invention to provide an end beam structure of a railroad vehicle end underframe capable of reliably functioning a shock absorbing member.

前記目的を達成するために、本発明の一態様による鉄道車両端台枠の端梁構造は、以下のような特徴を有する。 In order to achieve the above object, the end beam structure of the railroad vehicle end underframe according to one aspect of the present invention has the following features.

(1)複数連結される鉄道車両の連結部に備えられる衝撃吸収機構を有する鉄道車両端台枠の端梁構造において、前記衝撃吸収機構は、前記鉄道車両の台枠端部に備えられる、第1端梁と第2端梁と衝撃吸収部材よりなり、前記第1端梁は、前記鉄道車両の一端に備えられ、前記第2端梁は、前記鉄道車両の他端に備えられ、その前面がお互いに対向する位置に配設され、前記第2端梁には、前記鉄道車両の進行方向に縁設される前記衝撃吸収部材の一端が挿入され、固定される凹部が設けられること、を特徴とする。 (1) In the end beam structure of the railcar end frame having a shock absorbing mechanism provided at the connecting portion of a plurality of railroad vehicles, the shock absorbing mechanism is provided at the underframe end portion of the railroad vehicle. It is composed of one end beam, a second end beam, and a shock absorbing member. Are arranged at positions facing each other, and the second end beam is provided with a recess into which one end of the shock absorbing member, which is edged in the traveling direction of the railcar, is inserted and fixed. It is a feature.

(2)(1)に記載の鉄道車両端台枠の端梁構造において、前記衝撃吸収機構が作動した場合には、前記第1端梁と前記衝撃吸収部材が当接した後、前記凹部に前記衝撃吸収部材が潰れて収められること、が好ましい。 (2) In the end beam structure of the railroad vehicle end frame according to (1), when the shock absorbing mechanism is activated, the first end beam and the shock absorbing member come into contact with each other and then enter the recess. It is preferable that the shock absorbing member is crushed and stored.

上記(1)または(2)に記載の態様によって、車両妻間距離を衝撃吸収部材の有効ストロークとして使い切ることが可能となる。これは、衝撃吸収部材の一端を第2端梁の凹部に挿入して備えていることにより、車両の衝突によって車両妻間距離が縮まった際に、衝撃吸収部材がそれに応じて潰され、凹部の中に収められることで、車両の妻構体の端面より、潰れた衝撃吸収部材が飛び出していない状態になる。例えば、車両の妻構体の端面に衝撃吸収部材が取り付けられていたら、潰れきった状態の衝撃吸収部材が妻構体の端面から飛び出した形で存在することになるため、車両妻間距離が有効に使えない懸念があるが、凹部を設けたことで、車両妻間距離を有効に使えることになる。また、凹部にガイドされて衝撃吸収部材が予定通りに潰れることが期待できる。その結果、衝撃吸収部材が衝突時に生じるエネルギーを予定通り吸収する事が期待できる。 According to the embodiment described in (1) or (2) above, the distance between vehicle wives can be used up as an effective stroke of the shock absorbing member. This is because one end of the shock absorbing member is inserted into the recess of the second end beam, so that when the distance between the vehicle ends is shortened due to a vehicle collision, the shock absorbing member is crushed accordingly and the recess is provided. By being housed inside, the crushed shock absorbing member does not protrude from the end face of the vehicle's wife structure. For example, if a shock absorbing member is attached to the end face of the wife structure of the vehicle, the shock absorbing member in a crushed state will exist in a form protruding from the end face of the wife structure, so that the distance between the vehicle wives is effective. There is a concern that it cannot be used, but by providing a recess, the distance between the vehicle wives can be used effectively. In addition, it can be expected that the shock absorbing member will be crushed as planned by being guided by the recess. As a result, it can be expected that the shock absorbing member absorbs the energy generated at the time of collision as planned.

第1実施形態の、鉄道車両の側面図である。It is a side view of the railroad vehicle of 1st Embodiment. 第1実施形態の、前方車両の下面後方からの斜視図である。It is a perspective view from the lower surface rear of the front vehicle of 1st Embodiment. 第1実施形態の、前方車両の下面前方からの斜視図である。It is a perspective view from the lower surface front of the front vehicle of 1st Embodiment. 第1実施形態の、第1端梁部材の断面図である。It is sectional drawing of the 1st end beam member of 1st Embodiment. 第1実施形態の、後方車両の下面前方からの斜視図である。It is a perspective view from the lower surface front of the rear vehicle of 1st Embodiment. 第1実施形態の、後方車両の下面後方からの斜視図である。It is a perspective view from the lower surface rear of the rear vehicle of 1st Embodiment. 第1実施形態の、第1端梁部材の断面図である。It is sectional drawing of the 1st end beam member of 1st Embodiment. 第1実施形態の、衝撃吸収機構に関する拡大図である。It is an enlarged view about the shock absorption mechanism of 1st Embodiment. 第1実施形態の、鉄道車両の衝突時の側面図である。It is a side view at the time of a collision of a railroad vehicle of 1st Embodiment. 第2実施形態の、鉄道車両の側面図である。It is a side view of the railroad vehicle of the 2nd Embodiment. 第2実施形態の、前方車両の下面後方からの斜視図である。It is a perspective view from the lower surface rear of the front vehicle of the 2nd Embodiment. 第2実施形態の、前方車両の下面前方からの斜視図である。It is a perspective view from the lower surface front of the front vehicle of the 2nd Embodiment. 第2実施形態の、第1端梁部材の断面図である。It is sectional drawing of the 1st end beam member of 2nd Embodiment. 第2実施形態の、後方車両の下面前方からの斜視図である。It is a perspective view from the lower surface front of the rear vehicle of the 2nd Embodiment. 第2実施形態の、後方車両の下面後方からの斜視図である。It is a perspective view from the lower surface rear of the rear vehicle of the 2nd Embodiment. 第2実施形態の、第2端梁部材の断面図である。It is sectional drawing of the 2nd end beam member of 2nd Embodiment. 第2実施形態の、衝撃吸収機構に関する拡大図である。It is an enlarged view about the shock absorption mechanism of 2nd Embodiment. 第2実施形態の、鉄道車両の衝突時の様子を側面図である。It is a side view of the state at the time of the collision of the railroad vehicle of the 2nd embodiment.

まず、本発明の第1の実施形態について、図面を用いて説明を行う。図1に、第1実施形態の、鉄道車両10の側面図を示す。鉄道車両10は、2両以上の編成であり、便宜的に、図1に示す一方を前方車両10Aと、他方を後方車両10Bと呼び分けることとする。前方車両10Aと後方車両10Bの間には接続部分があり、衝撃吸収機構200が備えられる。なお、図1では連結部分に関しては説明の都合上割愛している。鉄道車両10は、屋根構体11と、側構体12、妻構体13、床板14及び台枠100よりなり、台枠100は床板と骨部材から構成されている。台枠100に関しても、便宜上、前方車両10A側を台枠100Aとし、後方車両10B側を台枠100Bとする。 First, the first embodiment of the present invention will be described with reference to the drawings. FIG. 1 shows a side view of the railway vehicle 10 according to the first embodiment. The railroad vehicle 10 is composed of two or more cars, and for convenience, one of them shown in FIG. 1 is referred to as a front vehicle 10A and the other is referred to as a rear vehicle 10B. There is a connecting portion between the front vehicle 10A and the rear vehicle 10B, and a shock absorbing mechanism 200 is provided. In FIG. 1, the connected portion is omitted for convenience of explanation. The railroad vehicle 10 includes a roof structure 11, a side structure 12, a wife structure 13, a floor plate 14, and an underframe 100, and the underframe 100 is composed of a floor plate and a bone member. Regarding the underframe 100, for convenience, the front vehicle 10A side is the underframe 100A, and the rear vehicle 10B side is the underframe 100B.

前方車両10Aに備えられた台枠100Aには、第1端梁部材140が備えられている。後方車両10Bに備えられた台枠100Bには、第2端梁部材150、衝撃吸収梁160と、ズレ止メ板170とが備えられている。そして、前方車両10Aと後方車両10Bとが連結された際には、第1端梁部材140の正面と、ズレ止メ板170とは、対向するように配置され、衝撃吸収機構200として機能する。第1実施形態の鉄道車両10の各連結部分には、同様に衝撃吸収機構200が備えられている。 The underframe 100A provided in the front vehicle 10A is provided with a first end beam member 140. The underframe 100B provided in the rear vehicle 10B is provided with a second end beam member 150, a shock absorbing beam 160, and a slip stopper plate 170. When the front vehicle 10A and the rear vehicle 10B are connected, the front surface of the first end beam member 140 and the displacement stop plate 170 are arranged so as to face each other and function as a shock absorbing mechanism 200. .. Similarly, a shock absorbing mechanism 200 is provided in each connecting portion of the railway vehicle 10 of the first embodiment.

図2に、前方車両10Aの下面後方からの斜視図を示す。図3に、前方車両10Aの下面前方からの斜視図を示す。図4に、第1端梁部材140の断面図を示す。図4は図2に示すAA断面に相当する。第1端梁部材140は、妻構体13Aの下部、台枠100Aの下面に取り付けられ、図4に示すように、中空の第1角材140aと第2角材140bを重ねるようにして構成されている。第1角材140a及び第2角材140bは、アルミニウム合金製の押出加工によって形成される同じ断面形状の中空材で、その表面には複数の突起が設けられており、この突起は床板14に対して平行に配置され、ズレ止メ面141を形成している。ズレ止メ面141の突起は、図4に示すようにその先端と根元の車両長手方向中心が妻構体13Aの外面である妻面13Aaと同一平面上にある。つまり、突起の先端は妻面13Aaより突出し、根元は妻面13Aaより前方車両10A側に控えた位置に来るように設計されている。 FIG. 2 shows a perspective view from the lower surface rear of the front vehicle 10A. FIG. 3 shows a perspective view of the front vehicle 10A from the front of the lower surface. FIG. 4 shows a cross-sectional view of the first end beam member 140. FIG. 4 corresponds to the AA cross section shown in FIG. The first end beam member 140 is attached to the lower portion of the end beam structure 13A and the lower surface of the underframe 100A, and is configured such that the hollow first square timber 140a and the second square timber 140b are overlapped with each other as shown in FIG. .. The first square lumber 140a and the second square lumber 140b are hollow lumbers having the same cross-sectional shape formed by extrusion processing made of an aluminum alloy, and a plurality of protrusions are provided on the surface thereof, and the protrusions are provided with respect to the floor plate 14. They are arranged in parallel to form a slip-stopping surface 141. As shown in FIG. 4, the protrusion of the slip stop surface 141 has its tip and the center of the base in the longitudinal direction of the vehicle flush with the end surface 13Aa which is the outer surface of the end structure 13A. That is, the tip of the protrusion is designed to protrude from the end surface 13Aa, and the root is designed to come to a position ahead of the end surface 13Aa toward the vehicle 10A ahead.

第1端梁部材140の背面には、第1中梁110A及び第2中梁120Aが設けられ、第1中梁110Aの端面と第2中梁120Aのリブ121Aの端面は第1端梁部材140の背面に当接している。第1中梁110Aの間には、図示しない連結器などが配置されるため、第1中梁110Aは端部で前方車両10Aの外側に広がるような形状となっている。なお、連結器に関しては説明を割愛する。第1端梁部材140は、この図示しない連結器を挟んで両側に対称になるような形で配置される。 A first middle beam 110A and a second middle beam 120A are provided on the back surface of the first middle beam member 140, and the end face of the first middle beam 110A and the end face of the rib 121A of the second middle beam 120A are the first end beam members. It is in contact with the back surface of 140. Since a coupler (not shown) is arranged between the first middle beams 110A, the first middle beam 110A has a shape that extends to the outside of the front vehicle 10A at the end. The explanation of the coupler is omitted. The first end beam member 140 is arranged so as to be symmetrical on both sides of the coupler (not shown).

図5に、後方車両10Bの下面前方からの斜視図を示す。図6に、後方車両10Bの下面後方からの斜視図を示す。図7に、第2端梁部材150の断面図を示す。図7は図5に示すBB断面に相当する。第2端梁部材150は、妻構体13Bの下部、後方車両10Bの台枠100Bの下面に取り付けられ、図7に示すように凹部151が設けられている。第2端梁部材150もアルミニウム合金の押出材を用いる事が好ましい。この凹部151の底面には、衝撃吸収梁160の一端が当接する様に配置されている。 FIG. 5 shows a perspective view of the rear vehicle 10B from the front of the lower surface. FIG. 6 shows a perspective view from the lower surface rear of the rear vehicle 10B. FIG. 7 shows a cross-sectional view of the second end beam member 150. FIG. 7 corresponds to the BB cross section shown in FIG. The second end beam member 150 is attached to the lower part of the end beam structure 13B and the lower surface of the underframe 100B of the rear vehicle 10B, and is provided with a recess 151 as shown in FIG. It is preferable that the second end beam member 150 also uses an extruded aluminum alloy material. One end of the shock absorbing beam 160 is arranged so as to abut on the bottom surface of the recess 151.

衝撃吸収梁160は角鋼管を用いるのが好ましく、角鋼管の長手方向が鉄道車両10の進行方向と一致するように形成されている。凹部151の深さに対して衝撃吸収梁160の飛び出し量は概ね2倍程度に設計されている。つまり、衝撃吸収梁160の長さは、凹部151の深さの3倍程度となっている。また、第2端梁部材150の面位置は、図1に示すように妻構体13Bの外面である妻面13Bb及び台枠100Bの端面よりも控えた位置に配置されており、図8に拡大して示すように妻面13Bbと第2端梁部材150の端面の距離L4はズレ止メ板170の厚さL3と等しい。 The shock absorbing beam 160 preferably uses a square steel pipe, and is formed so that the longitudinal direction of the square steel pipe coincides with the traveling direction of the railway vehicle 10. The amount of protrusion of the shock absorbing beam 160 is designed to be approximately twice the depth of the recess 151. That is, the length of the shock absorbing beam 160 is about three times the depth of the recess 151. Further, as shown in FIG. 1, the surface position of the second end beam member 150 is arranged at a position ahead of the end surface of the end surface 13Bb which is the outer surface of the end structure 13B and the end surface of the underframe 100B, and is enlarged in FIG. As shown in the above, the distance L4 between the end surface 13Bb and the end surface of the second end beam member 150 is equal to the thickness L3 of the misalignment stop plate 170.

衝撃吸収梁160は、4本の梁材160aが束ねて形成され、衝撃吸収梁160の一端には底板160cが溶接される。ただし、梁材160aの底板160c側には衝突時に底板160c側から座屈圧潰を開始させる目的で設けられた切リ欠キ160dがある。この衝撃吸収梁160の他端にはズレ止メ板170が溶接して設けられている。ズレ止メ板170は、複数の突起のある板材であり、突起は床板14に対して平行に複数配置されている。後方車両10Bの台枠100Bにも、図6に示すように第1中梁110Bと第2中梁120Bが備えられている。 The shock absorbing beam 160 is formed by bundling four beam members 160a, and a bottom plate 160c is welded to one end of the shock absorbing beam 160. However, on the bottom plate 160c side of the beam member 160a, there is a notch 160d provided for the purpose of starting buckling crushing from the bottom plate 160c side at the time of a collision. A slip prevention plate 170 is welded to the other end of the shock absorbing beam 160. The slip prevention plate 170 is a plate material having a plurality of protrusions, and a plurality of protrusions are arranged in parallel with the floor plate 14. As shown in FIG. 6, the underframe 100B of the rear vehicle 10B is also provided with the first middle beam 110B and the second middle beam 120B.

第1中梁110Bの端面と第2中梁120Bのリブ121Bの端面は第2端梁部材150の背面と当接する様に設けられている。なお、図7では上下の梁材160aの長さが違う様に見えるが、これは梁材160aに設けられた切リ欠キ160dの影響によるものであり、梁材160aの全長は全て等しく同じ構造である。後述する図8に、その切リ欠キ160dの様子が示されている。この梁材160aの切リ欠キ160dは、角鋼管の4面のうち一組の向かい合う面に設けられており、切リ欠キ160dが設けられている面が90度ずらされて束ねられている。なお、切リ欠キ160dの形状は半円形状とされているが、あくまで一例に過ぎず、この形状に限定されるものではない。 The end face of the first middle beam 110B and the end face of the rib 121B of the second middle beam 120B are provided so as to be in contact with the back surface of the second end beam member 150. In FIG. 7, the lengths of the upper and lower beam members 160a appear to be different, but this is due to the influence of the notch 160d provided in the beam member 160a, and the total lengths of the beam members 160a are all the same. It is a structure. FIG. 8, which will be described later, shows the state of the notch 160d. The notch 160d of the beam member 160a is provided on one set of facing surfaces of the four surfaces of the square steel pipe, and the surfaces on which the notch 160d is provided are offset by 90 degrees and bundled. There is. Although the shape of the notch 160d is a semicircular shape, it is merely an example and is not limited to this shape.

図8に、衝撃吸収機構200に関する拡大図を示す。衝撃吸収機構200は、前方車両10Aと後方車両10Bの下部に取り付けられた一対の機構よりなり、前方車両10Aには、第1端梁部材140が備えられ、後方車両10Bには衝撃吸収梁160が挿入された第2端梁部材150が備えられる。この結果、ズレ止メ板170は、第1端梁部材140のズレ止メ面141と対向するように配置されることになる。鉄道車両10が運行される際には、図8に示すように鉄道車両10の妻間距離Lに対して、ズレ止メ板170とズレ止メ面141は距離L1だけ離間した状態となっている。 FIG. 8 shows an enlarged view of the shock absorbing mechanism 200. The shock absorbing mechanism 200 comprises a pair of mechanisms attached to the lower part of the front vehicle 10A and the rear vehicle 10B. The front vehicle 10A is provided with a first end beam member 140, and the rear vehicle 10B is provided with a shock absorbing beam 160. The second end beam member 150 into which the is inserted is provided. As a result, the misalignment stop plate 170 is arranged so as to face the misalignment stop surface 141 of the first end beam member 140. When the railroad vehicle 10 is operated, as shown in FIG. 8, the misalignment stop plate 170 and the misalignment stop surface 141 are separated from each other by the distance L1 with respect to the distance L between the wives of the railroad vehicle 10. There is.

第1実施形態の鉄道車両端台枠の端梁構造は上記構成であるため、以下に示すような作用及び効果を奏する。 Since the end beam structure of the railroad vehicle end underframe of the first embodiment has the above configuration, it has the following actions and effects.

まず、第1実施形態の鉄道車両端台枠の端梁構造を採用することで、衝撃吸収部材に相当する衝撃吸収梁160を確実に機能させることが可能となる。これは、複数連結される鉄道車両10の連結部に備えられる衝撃吸収機構200を有する鉄道車両端台枠の端梁構造において、衝撃吸収機構200は、鉄道車両10の台枠100端部に備えられる、第1端梁部材140と第2端梁部材150と衝撃吸収梁160よりなり、第1端梁部材140は、鉄道車両10の一端に備えられ、第2端梁部材150は、鉄道車両10の他端に備えられ、その前面がお互いに対向する位置に配設され、第2端梁部材150には、鉄道車両10の進行方向に縁設される衝撃吸収梁160の一端が挿入され、固定される凹部151が設けられること、を特徴とするからである。 First, by adopting the end beam structure of the railroad vehicle end frame of the first embodiment, it is possible to reliably function the shock absorbing beam 160 corresponding to the shock absorbing member. This is an end beam structure of a railroad vehicle end underframe having a shock absorbing mechanism 200 provided at a connecting portion of a plurality of connected railroad vehicles 10, in which the shock absorbing mechanism 200 is provided at the end of the underframe 100 of the railroad vehicle 10. The first end beam member 140, the second end beam member 150, and the shock absorbing beam 160 are provided. The first end beam member 140 is provided at one end of the railroad vehicle 10, and the second end beam member 150 is a railroad vehicle. One end of the shock absorbing beam 160 provided at the other end of the 10 is provided at a position where the front surfaces thereof face each other, and the second end beam member 150 is edged in the traveling direction of the railroad vehicle 10. This is because the recess 151 to be fixed is provided.

図9に、鉄道車両10の衝突時の様子を側面図に示す。鉄道車両10が衝突したときには、前方車両10Aの第1橋梁部材40と後方車両10Bの台枠100Bの距離L2が0になるまで接近することができる。この際に、衝撃吸収梁160は潰れて第2端梁部材150の内部に設けられた凹部151の内部に収まるような形となり、ズレ止メ板170の表面が妻構体13Bの表面辺りまで後退する。このように第2端梁部材150に凹部151が設けられ内部に潰れた衝撃吸収梁160が収められる形となる事で、衝撃吸収梁160は台枠距離L2より距離L1を差し引いた距離だけ潰れて仕事をすることが可能となる。 FIG. 9 shows a side view of the state of the railroad vehicle 10 at the time of collision. When the railroad vehicle 10 collides, the first bridge member 40 of the front vehicle 10A and the underframe 100B of the rear vehicle 10B can approach each other until the distance L2 becomes zero. At this time, the shock absorbing beam 160 is crushed so that it fits inside the recess 151 provided inside the second end beam member 150, and the surface of the slip stopper plate 170 recedes to the surface of the wife structure 13B. do. In this way, the recess 151 is provided in the second end beam member 150 so that the crushed shock absorbing beam 160 can be accommodated, so that the shock absorbing beam 160 is crushed by the distance obtained by subtracting the distance L1 from the underframe distance L2. It becomes possible to work.

これがもし、第2端梁部材150に凹部151を設けていない構成である場合、衝撃吸収梁160が完全に潰れたとしても、潰れた後の衝撃吸収梁160の長さの分だけ前方車両10Aと後方車両10Bとの間の距離が残り、台枠距離L2の全てを衝撃吸収のための有効ストロークとして利用できない。その為に第2端梁部材150には凹部151が設けられており、これが潰れた衝撃吸収梁160を収納できるような大きさに設定されている。こうすることで、有効に距離L2を利用でき、衝突時に生じるエネルギーの吸収を効率的に行う事ができるようになる。この時、妻構体13Bの妻面13Bbと第2端梁部材150の間に収納することができ、ズレ止メ板170が前方車両10Aと後方車両10Bに挟まることが無い。 If this is a configuration in which the second end beam member 150 is not provided with the recess 151, even if the shock absorbing beam 160 is completely crushed, the front vehicle 10A is equal to the length of the shock absorbing beam 160 after being crushed. The distance between the vehicle and the rear vehicle 10B remains, and the entire underframe distance L2 cannot be used as an effective stroke for shock absorption. Therefore, the second end beam member 150 is provided with a recess 151, which is set to a size that can accommodate the crushed shock absorbing beam 160. By doing so, the distance L2 can be effectively used, and the energy generated at the time of collision can be efficiently absorbed. At this time, it can be stored between the wife surface 13Bb of the wife structure 13B and the second end beam member 150, and the displacement stop plate 170 is not sandwiched between the front vehicle 10A and the rear vehicle 10B.

また、衝撃吸収梁160の先端にズレ止メ板170が設けられ、第1端梁部材140が有するズレ止メ面141が設けられており、ズレ止メ板170にもズレ止メ面141にもそれぞれ突起が設けられていることにより、かみ合った段階でズレを抑制する効果が期待できる。また、衝撃吸収梁160に角鋼管を用いることで、必要な衝撃吸収性能を確保できる。また、ズレ止メ面141の突起の先端と根元の車両長手方向中心が、妻面13Aaおよび台枠100Aと同一平面上にある事により、前方車両10Aと後方車両10Bが上下方向にずれて、ズレ止メ板170の一部が台枠100Aと当接するような場合にも衝撃吸収梁160を期待通りに潰すことができる。 Further, a slip stop plate 170 is provided at the tip of the shock absorbing beam 160, a slip stop surface 141 of the first end beam member 140 is provided, and the slip stop plate 170 is also provided on the slip stop surface 141. Since each of the protrusions is provided, the effect of suppressing the deviation at the stage of meshing can be expected. Further, by using a square steel pipe for the impact absorbing beam 160, the required impact absorbing performance can be ensured. Further, since the tip of the protrusion of the misalignment stop surface 141 and the center of the base in the longitudinal direction of the vehicle are on the same plane as the end surface 13Aa and the underframe 100A, the front vehicle 10A and the rear vehicle 10B are displaced in the vertical direction. Even when a part of the slip stopper plate 170 comes into contact with the underframe 100A, the shock absorbing beam 160 can be crushed as expected.

もし、ズレ止メ面141の突起の根元と妻面13Aaが同一平面上にある場合、前方車両10Aと後方車両10Bが上下にずれてかつズレ止メ板170とズレ止メ面141の突起の先端同士が当接する状態では、ズレ止メ板170の先端と台枠100Aの間に隙間ができ、逆にズレ止メ板170の突起の先端と妻面13Aaが同一平面上にある場合、前方車両10Aと後方車両10Bが上下にずれてかつズレ止メ板170とズレ止メ面141の突起の先端と根元が当接する状態では、ズレ止メ板170の先端が台枠100Aに食い込む形になるため、どちらの場合もズレ止メ板170が大きく変形し、衝撃吸収梁160が期待通りに潰れない虞がある。 If the base of the protrusion of the slip stop surface 141 and the end surface 13Aa are on the same plane, the front vehicle 10A and the rear vehicle 10B are displaced vertically, and the slip stop plate 170 and the protrusion of the slip stop surface 141 When the tips are in contact with each other, a gap is created between the tip of the slip prevention plate 170 and the underframe 100A, and conversely, when the tip of the protrusion of the slip prevention plate 170 and the end surface 13Aa are on the same plane, the front When the vehicle 10A and the rear vehicle 10B are displaced up and down and the tip and root of the protrusion of the slip stopper plate 170 and the slip stopper surface 141 are in contact with each other, the tip of the slip stopper plate 170 bites into the underframe 100A. Therefore, in either case, the slip stopper plate 170 may be significantly deformed and the shock absorbing beam 160 may not be crushed as expected.

さらに、衝撃吸収梁160が底板160c側、すなわち凹部151に挿入されている側から座屈圧潰を開始するように梁材160aに切リ欠キ160dが設けられている事により、衝撃吸収梁160の潰れた部分が凹部151にはまり込み、衝撃吸収梁160の上下方向の変位を拘束するため、衝撃吸収梁160が座屈圧潰しながら上下に折れ曲がってしまうことを防止できる。 Further, the shock absorbing beam 160 is provided with a notch 160d in the beam material 160a so as to start buckling crushing from the side where the shock absorbing beam 160 is inserted into the bottom plate 160c side, that is, the recess 151. Since the crushed portion of the crushed portion fits into the recess 151 and restrains the vertical displacement of the shock absorbing beam 160, it is possible to prevent the shock absorbing beam 160 from bending up and down while buckling and crushing.

衝撃吸収梁160は角鋼管である梁材160aを束ねて形成されており、衝突時には梁材160aの各面板が、切リ欠キ160dがある底板160c側から座屈することにより座屈圧潰する。切リ欠キ160dがある側から開始した座屈圧潰が梁材160aの全長に達すると圧潰荷重が急激に増大し、その時の圧潰距離が衝撃吸収構造としての有効ストロークとなる。圧潰荷重が増大する時点での衝撃吸収梁160の長さは、圧潰前の長さの1/3程度である。第1実施形態では、圧潰前の衝撃吸収梁160の長さが凹部151の深さの3倍程度であるため、妻間距離Lが0になった時点で衝撃吸収梁160の全長が座屈圧潰し凹部151にちょうど収まる。これにより衝撃吸収梁160の長さに無駄がないため、重量や強度の面で最適な設計となっている。 The shock absorbing beam 160 is formed by bundling a beam material 160a which is a square steel pipe, and at the time of a collision, each face plate of the beam material 160a buckles and crushes by buckling from the bottom plate 160c side where the notch 160d is located. When the buckling crushing started from the side with the notch 160d reaches the total length of the beam member 160a, the crushing load rapidly increases, and the crushing distance at that time becomes an effective stroke as a shock absorbing structure. The length of the impact absorbing beam 160 at the time when the crushing load increases is about 1/3 of the length before crushing. In the first embodiment, since the length of the impact absorbing beam 160 before crushing is about three times the depth of the recess 151, the total length of the impact absorbing beam 160 buckles when the distance L between wives becomes 0. It just fits in the crushed recess 151. As a result, the length of the shock absorbing beam 160 is not wasted, and the design is optimal in terms of weight and strength.

次に、本発明の第2の実施形態について説明を行う。第2実施形態は第1実施形態の構成とほぼ同じであるが、衝撃吸収機構の配置などの構成が異なる。その点について説明を行う。 Next, a second embodiment of the present invention will be described. The second embodiment is almost the same as the configuration of the first embodiment, but the configuration such as the arrangement of the shock absorbing mechanism is different. This point will be explained.

図10に、第2実施形態の、鉄道車両10の側面図を示す。鉄道車両は、2両以上の編成であり、便宜的に、図10に示す一方を前方車両10Aと、他方を後方車両10Bと呼び分けることとする。前方車両10Aと後方車両10Bとの間には接続部分があり、衝撃吸収機構300が備えられる。台枠205は、便宜上、前方車両10A側を台枠205Aとし、後方車両10B側を台枠205Bとする。 FIG. 10 shows a side view of the railroad vehicle 10 of the second embodiment. The railroad vehicle is composed of two or more cars, and for convenience, one of them shown in FIG. 10 is referred to as a front vehicle 10A and the other is referred to as a rear vehicle 10B. There is a connecting portion between the front vehicle 10A and the rear vehicle 10B, and a shock absorbing mechanism 300 is provided. For the underframe 205, for convenience, the front vehicle 10A side is the underframe 205A, and the rear vehicle 10B side is the underframe 205B.

前方車両10Aに備えられた台枠205Aの一部として第1端梁部材240が備えられている。また、後方車両10Bに備えられた台枠205Bの一部として第2端梁部材250が備えられている。そして、前方車両10Aと後方車両10Bとが連結された際には、第2端梁部材250の正面と、ズレ止メ板270とは対向するように配置され、衝撃吸収機構300として機能する。第2実施形態の鉄道車両10の各連結部分には、同様に衝撃吸収機構300が備えられている。 The first end beam member 240 is provided as a part of the underframe 205A provided in the front vehicle 10A. Further, a second end beam member 250 is provided as a part of the underframe 205B provided in the rear vehicle 10B. When the front vehicle 10A and the rear vehicle 10B are connected to each other, the front surface of the second end beam member 250 and the displacement stop plate 270 are arranged so as to face each other, and function as a shock absorbing mechanism 300. Similarly, a shock absorbing mechanism 300 is provided in each connecting portion of the railway vehicle 10 of the second embodiment.

図11に、前方車両10Aの下面後方からの斜視図を示す。図12に、前方車両10Aの下面前方からの斜視図を示す。図13に、第1端梁部材240の断面図を示す。図13は図11に示すCC断面に相当する。第1端梁部材240は、妻構体13Aの下部、台枠205Aの側面に取り付けられ、第1端梁部材240もアルミニウム合金の押出材を用いる事が好ましい。図13に示すように、第1端梁部材240には、2箇所に設けられた凹部241とその凹部241に備えられた衝撃吸収梁260を有する。衝撃吸収梁260は、4本の梁材260aが束ねられて形成され、衝撃吸収梁260の一端には底板260cが溶接される。 FIG. 11 shows a perspective view of the front vehicle 10A from the rear of the lower surface. FIG. 12 shows a perspective view of the front vehicle 10A from the front of the lower surface. FIG. 13 shows a cross-sectional view of the first end beam member 240. FIG. 13 corresponds to the CC cross section shown in FIG. The first end beam member 240 is attached to the lower portion of the end beam structure 13A and the side surface of the underframe 205A, and it is preferable that the first end beam member 240 also uses an extruded aluminum alloy material. As shown in FIG. 13, the first end beam member 240 has recesses 241 provided at two locations and shock absorbing beams 260 provided in the recesses 241. The shock absorbing beam 260 is formed by bundling four beam members 260a, and a bottom plate 260c is welded to one end of the shock absorbing beam 260.

ただし、梁材260aの底板260c側には衝突時に底板260c側から座屈圧潰を開始させるため切リ欠キ260dが設けられている。この衝撃吸収梁260の他端にはズレ止メ板270が溶接して設けられている。ズレ止メ板270は、複数の突起のある板材であり、突起は床板14に対して平行に複数配置されている。第1端梁部材240の背面には、第1中梁210A及び第2中梁220Aが設けられ、第1中梁210Aの端面と第2中梁220Aの端面は第1端梁部材240の背面に当接するよう設けられている。 However, a notch 260d is provided on the bottom plate 260c side of the beam member 260a in order to start buckling crushing from the bottom plate 260c side at the time of a collision. A slip prevention plate 270 is welded to the other end of the shock absorbing beam 260. The slip prevention plate 270 is a plate material having a plurality of protrusions, and a plurality of protrusions are arranged in parallel with the floor plate 14. A first middle beam 210A and a second middle beam 220A are provided on the back surface of the first end beam member 240, and the end face of the first middle beam 210A and the end face of the second middle beam 220A are the back surfaces of the first end beam member 240. It is provided so as to come into contact with the beam.

ズレ止メ板270の第1端梁部材240側端部及び第1端梁部材240のズレ止メ板270側端部は、図13に示すように面取りがなされている。また、図17に示すように、凹部241の高さL7は、ズレ止メ板270の高さL8よりも大きくされている。なお、図13では上下の梁材260aの長さが違うように見える。これは図17に示す梁材260aの切リ欠キ260dのある部分を切った断面を示しているためであり、梁材260aの全長はすべて等しく、構造も同じである。なお、梁材260aの切リ欠キ260dは角鋼管の4面のうち、一組の向かい合う面に設けられており、切リ欠キ260dが設けられている面が90度ずらされて束ねられている。なお、切リ欠キ260dの形状は半円形状とされているが、あくまで一例に過ぎず、この形状に限定されるものではない。 The misalignment stop plate 270 side end portion of the first end beam member 240 and the misalignment stop plate 270 side end portion of the first end beam member 240 are chamfered as shown in FIG. Further, as shown in FIG. 17, the height L7 of the recess 241 is made larger than the height L8 of the slip stopper plate 270. In FIG. 13, the lengths of the upper and lower beam members 260a appear to be different. This is because the cross section of the beam material 260a shown in FIG. 17 is obtained by cutting a portion of the notch 260d, and the total length of the beam material 260a is the same and the structure is also the same. The notch 260d of the beam material 260a is provided on one set of facing surfaces of the four surfaces of the square steel pipe, and the surfaces on which the notch 260d is provided are offset by 90 degrees and bundled. ing. Although the shape of the notch 260d is a semicircular shape, it is merely an example and is not limited to this shape.

衝撃吸収梁260は角形鋼管を用いるのが好ましく、鋼管の長手方向が鉄道車両の進行方向と一致するように形成されている。凹部241の深さに対して衝撃吸収梁260の飛び出し量は概ね同程度に設計されている。つまり衝撃吸収梁260の長さは、凹部241の深さの2倍程度となっている。 The shock absorbing beam 260 preferably uses a square steel pipe, and is formed so that the longitudinal direction of the steel pipe coincides with the traveling direction of the railway vehicle. The amount of protrusion of the shock absorbing beam 260 is designed to be approximately the same as the depth of the recess 241. That is, the length of the shock absorbing beam 260 is about twice the depth of the recess 241.

図14に、後方車両10Bの下面前方からの斜視図を示す。図15に、後方車両10Bの下面後方からの斜視図を示す。図16に、第2端梁部材250の断面図を示す。図16は図15に示すDD断面に相当する。第2端梁部材250は、妻構体13Bの下部、後方車両10Bの台枠205Bの端部に取り付けられ、図16に示すように、中空の第1角材250aと第2角材250bを重ねるようにして構成されている。第1角材250a及び第2角材250bは、アルミニウム合金製の押出加工によって形成される同じ断面形状の中空部材で、その表面には複数の突起が設けられており、この突起は床板14の上面に対して平行に配置され、ズレ止メ面251を形成している。 FIG. 14 shows a perspective view of the rear vehicle 10B from the front of the lower surface. FIG. 15 shows a perspective view from the lower surface rear of the rear vehicle 10B. FIG. 16 shows a cross-sectional view of the second end beam member 250. FIG. 16 corresponds to the DD cross section shown in FIG. The second end beam member 250 is attached to the lower part of the end beam structure 13B and the end of the underframe 205B of the rear vehicle 10B so that the hollow first square timber 250a and the second square timber 250b are overlapped with each other as shown in FIG. It is composed of. The first square lumber 250a and the second square lumber 250b are hollow members having the same cross-sectional shape formed by extrusion processing made of an aluminum alloy, and a plurality of protrusions are provided on the surface thereof, and these protrusions are provided on the upper surface of the floor plate 14. On the other hand, they are arranged in parallel to form a slip-stopping surface 251.

第2端梁部材250の背面には、第1中梁210B及び第2中梁220Bが設けられ、第1中梁210Bの端面と第2中梁220Bの端面は第2端梁部材250の背面に当接するよう設けられている。ズレ止メ面251の突起は、その先端と根元の車両長手方向中心が、妻面13Bbと同一平面上にある。第2端梁部材250の下面には衝撃吸収梁受け280が、第2端梁部材250の上面には妻補強290が設けられており、衝撃吸収梁受け280の端部は、妻面13Bbと同一平面上にある。 A first middle beam 210B and a second middle beam 220B are provided on the back surface of the second end beam member 250, and the end face of the first middle beam 210B and the end face of the second middle beam 220B are the back surfaces of the second end beam member 250. It is provided so as to come into contact with the beam. The protrusion of the slip stop surface 251 has its tip and the center of the base in the longitudinal direction of the vehicle on the same plane as the end surface 13Bb. A shock absorbing beam receiver 280 is provided on the lower surface of the second end beam member 250, a wife reinforcement 290 is provided on the upper surface of the second end beam member 250, and the end portion of the shock absorbing beam receiver 280 has a wife surface 13Bb. It is on the same plane.

図17に、衝撃吸収機構300に関する拡大図を示す。衝撃吸収機構300は、前方車両10Aと後方車両10Bの下部に取り付けられた一対の機構よりなり、前方車両10Aには、衝撃吸収梁260が挿入された第1端梁部材240が備えられ、後方車両10Bには第2端梁部材250が備えられる。なお、第1実施形態とは衝撃吸収梁260の設けられる位置が異なり、前方車両10A側に用いられているが、鉄道車両10は一般的に進行方向を切り替えることが可能であるため、前方車両10Aと後方車両10Bのどちらに衝撃吸収梁が設けられていても本質的には同等とみなすことができる。 FIG. 17 shows an enlarged view of the shock absorbing mechanism 300. The shock absorbing mechanism 300 comprises a pair of mechanisms attached to the lower part of the front vehicle 10A and the rear vehicle 10B, and the front vehicle 10A is provided with a first end beam member 240 into which the shock absorbing beam 260 is inserted, and is rearward. The vehicle 10B is provided with a second end beam member 250. The position where the shock absorbing beam 260 is provided is different from that of the first embodiment, and it is used on the front vehicle 10A side. However, since the railway vehicle 10 can generally switch the traveling direction, the front vehicle Whichever of the 10A and the rear vehicle 10B is provided with the shock absorbing beam, it can be regarded as essentially equivalent.

この結果、ズレ止メ板270は、第2端梁部材250のズレ止メ面251と対向するように配置されることになる。鉄道車両10が運行される際には、図17に示すように鉄道車両10の妻間距離Lに対して、ズレ止メ板270とズレ止メ面251は距離L5だけ離間した状態となっている。 As a result, the misalignment stop plate 270 is arranged so as to face the misalignment stop surface 251 of the second end beam member 250. When the railroad vehicle 10 is operated, as shown in FIG. 17, the misalignment stop plate 270 and the misalignment stop surface 251 are separated from each other by the distance L5 with respect to the distance L between the wives of the railroad vehicle 10. There is.

第2実施形態の鉄道車両端台枠の端梁構造は上記構成であるため、以下に示すような作用及び効果を奏する。 Since the end beam structure of the railroad vehicle end underframe of the second embodiment has the above configuration, it has the following actions and effects.

まず、第2実施形態の鉄道車両端台枠の端梁構造を採用することで、第1実施形態と同様に、衝撃吸収部材に相当する衝撃吸収梁260を確実に機能させることが可能となる。これは、複数連結される鉄道車両10の連結部に備えられる衝撃吸収機構300を有する鉄道車両端台枠の端梁構造において、衝撃吸収機構300は、鉄道車両10の台枠205の端部に備えられる、第1端梁部材240と第2端梁部材250と衝撃吸収梁260よりなり、第1端梁部材240は、鉄道車両10の一端に備えられ、第2端梁部材250は、鉄道車両10の他端に備えられ、その前面がお互いに対向する位置に配設され、第1端梁部材240には、鉄道車両10の進行方向に縁設される衝撃吸収梁260の一端が挿入され、固定される凹部241が設けられること、を特徴とするからである。 First, by adopting the end beam structure of the railroad vehicle end frame of the second embodiment, it becomes possible to reliably function the shock absorbing beam 260 corresponding to the shock absorbing member as in the first embodiment. .. This is an end beam structure of a railroad vehicle end underframe having a shock absorbing mechanism 300 provided at a connecting portion of a plurality of connected railroad vehicles 10, in which the shock absorbing mechanism 300 is attached to the end of the underframe 205 of the railroad vehicle 10. The first end beam member 240, the second end beam member 250, and the shock absorbing beam 260 are provided, the first end beam member 240 is provided at one end of the railroad vehicle 10, and the second end beam member 250 is a railroad. One end of the shock absorbing beam 260, which is provided at the other end of the vehicle 10 and whose front surfaces are arranged at positions facing each other and is edged in the traveling direction of the railway vehicle 10, is inserted into the first end beam member 240. This is because the recess 241 to be fixed is provided.

図18に、鉄道車両10の衝突時の様子を側面図に示す。鉄道車両10が衝突したときには、前方車両10Aの第1端梁部材240と後方車両10Bの第2端梁部材250の距離L6が0になる。この際に、衝撃吸収梁260は潰れて第1端梁部材240の内部に設けられた凹部241の内部に収まるような形となり、ズレ止メ板270の表面が妻構体13Aの表面辺りまで後退する。このように第1端梁部材240に凹部241が設けられ内部に潰れた衝撃吸収梁260が収められる形となる事で、衝撃吸収梁260は台枠距離L6より距離L5を差し引いた距離だけ潰れて仕事をすることが可能となる。 FIG. 18 shows a side view of the state of the railway vehicle 10 at the time of collision. When the railroad vehicle 10 collides, the distance L6 between the first end beam member 240 of the front vehicle 10A and the second end beam member 250 of the rear vehicle 10B becomes 0. At this time, the shock absorbing beam 260 is crushed so that it fits inside the recess 241 provided inside the first end beam member 240, and the surface of the slip stopper plate 270 recedes to the surface of the wife structure 13A. do. In this way, the recess 241 is provided in the first end beam member 240 so that the crushed shock absorbing beam 260 can be accommodated, so that the shock absorbing beam 260 is crushed by the distance obtained by subtracting the distance L5 from the underframe distance L6. It becomes possible to work.

この時、凹部241の高さL7がズレ止メ板270の高さL8より大きいため、衝撃吸収梁260だけでなくズレ止メ板270も凹部241に収納することができる。仮に衝撃吸収梁260が座屈圧潰中に上下に変形してズレ止メ板270の上下いずれかの端部が第1端梁部材240の端部に当接した場合でも、ズレ止メ板270および第1端梁部材240の端部は面取りがなされているため、ズレ止メ板270は面取り面にガイドされて凹部241に収納される。 At this time, since the height L7 of the recess 241 is larger than the height L8 of the displacement stop plate 270, not only the shock absorbing beam 260 but also the displacement stop plate 270 can be stored in the recess 241. Even if the shock absorbing beam 260 is deformed up and down during buckling crushing and one of the upper and lower ends of the slip stop plate 270 comes into contact with the end of the first end beam member 240, the slip stop plate 270 Since the end portion of the first end beam member 240 is chamfered, the displacement stop plate 270 is guided by the chamfered surface and housed in the recess 241.

ここで第1実施形態と異なる点は、第1実施形態の第2端梁部材150に設けられた凹部151同士の左右方向の距離に対して、第2実施形態の第1端梁部材240に設けられた凹部241同士の左右方向の距離が長く設定されている点である。つまり、鉄道車両10のより外側で衝撃吸収を行う構成となっている。このために衝撃吸収梁260を配置する位置を、第1実施形態のように衝撃吸収機構200の位置を下げ、前方車両10Aと後方車両10Bの連結部分にある貫通路などを避ける必要が無いため、第2実施形態では衝撃吸収機構300を台枠205と同じ高さに形成することができ、構造の単純化や軽量化が可能となる。 Here, the difference from the first embodiment is that the first end beam member 240 of the second embodiment has a lateral distance between the recesses 151 provided in the second end beam member 150 of the first embodiment. It is a point that the distance between the provided recesses 241 in the left-right direction is set to be long. That is, the structure is such that the impact is absorbed outside the railroad vehicle 10. For this reason, it is not necessary to lower the position of the shock absorbing mechanism 200 for arranging the shock absorbing beam 260 as in the first embodiment and avoid a gangway at the connecting portion between the front vehicle 10A and the rear vehicle 10B. In the second embodiment, the shock absorbing mechanism 300 can be formed at the same height as the underframe 205, and the structure can be simplified and the weight can be reduced.

一方で、鉄道車両10がカーブを曲がる際には前方車両10Aと後方車両10Bの右側又は左側端部が近接する為に、第1実施形態の衝撃吸収梁160に比べ第2実施形態の衝撃吸収梁260の長さには制約が出やすい。第1実施形態と第2実施形態はそれぞれそうした特性を見極めた上での採用が望ましい。また、第2端梁部材250の下面に衝撃吸収梁受け280が、第2端梁部材250の上面に妻補強290が設けられている事により、前方車両10Aと後方車両10Bが上下方向にずれた際にもズレ止メ板270を受け止め、衝撃吸収梁260を期待通りに潰すことができる。 On the other hand, when the railroad vehicle 10 turns a curve, the front vehicle 10A and the rear vehicle 10B are close to each other on the right or left end. The length of the beam 260 is likely to be restricted. It is desirable that the first embodiment and the second embodiment be adopted after identifying such characteristics. Further, since the shock absorbing beam receiver 280 is provided on the lower surface of the second end beam member 250 and the wife reinforcement 290 is provided on the upper surface of the second end beam member 250, the front vehicle 10A and the rear vehicle 10B are displaced in the vertical direction. Even in such a case, the displacement stop plate 270 can be received and the shock absorbing beam 260 can be crushed as expected.

以上、本発明に係る鉄道車両端台枠の端梁構造を説明したが、本発明はこれに限定されるわけではなく、その趣旨を逸脱しない範囲で様々な変更が可能である。例えば、第1実施形態の衝撃吸収機構200と第2実施形態の衝撃吸収機構300を併用することを妨げない。また、第1実施形態及び第2実施形態において、素材について言及している部分があるが、他の素材を用いた部品を用いる事を妨げない。また、第1実施形態および第2実施形態では、衝撃吸収梁160と第2端梁部材150、衝撃吸収梁260と第1端梁部材240の素材が鋼とアルミニウム合金で異なるため、衝撃吸収梁160、260の車体への取付け方法はボルトなどの機械締結となるが、同種素材で構成し溶接取付けとすることを妨げない。衝撃吸収梁160,260事態の素材及び構造についても、角鋼管を束ねたものに限定しない。 Although the end beam structure of the railcar end frame according to the present invention has been described above, the present invention is not limited to this, and various changes can be made without departing from the gist thereof. For example, it does not prevent the shock absorbing mechanism 200 of the first embodiment and the shock absorbing mechanism 300 of the second embodiment from being used in combination. Further, in the first embodiment and the second embodiment, although there is a part referring to the material, it does not prevent the use of parts using other materials. Further, in the first embodiment and the second embodiment, since the materials of the shock absorbing beam 160 and the second end beam member 150, and the shock absorbing beam 260 and the first end beam member 240 are different between steel and aluminum alloy, the shock absorbing beam The 160 and 260 can be attached to the vehicle body by mechanically fastening bolts or the like, but they are made of the same material and do not interfere with the welding attachment. The material and structure of the shock absorbing beams 160 and 260 are not limited to those in which square steel pipes are bundled.

第1実施形態の構造と第2実施形態の構造を組み合わせて用いることも可能であり、たとえば、第1実施形態において第1端梁部材140の下面に衝撃吸収梁受けを設けたり、第1端梁部材140の上の台枠100Aに補強を取り付けたりすることを排除しない。 It is also possible to use the structure of the first embodiment and the structure of the second embodiment in combination. For example, in the first embodiment, a shock absorbing beam receiver may be provided on the lower surface of the first end beam member 140, or the first end may be provided. It does not exclude attaching reinforcements to the underframe 100A above the beam member 140.

10 鉄道車両
10A 前方車両
10B 後方車両
11 屋根構体
12 側構体
13、13A、13B 妻構体
14 床材
100、100A、100B 台枠
110、110A、110B 第1中梁
120、120A、120B 第2中梁
140 第1端梁部材
141 ズレ止メ面
150 第2端梁部材
151 凹部
160 衝撃吸収梁
170 ズレ止メ板
200 衝撃吸収機構
10 Railcar 10A Front vehicle 10B Rear vehicle 11 Roof structure 12 Side structure 13, 13A, 13B Wife structure 14 Floor material 100, 100A, 100B Underframe 110, 110A, 110B First middle beam 120, 120A, 120B Second middle beam 140 First end beam member 141 Misalignment stop surface 150 Second end beam member 151 Recess 160 Impact absorption beam 170 Misalignment stop plate 200 Impact absorption mechanism

Claims (2)

複数連結される鉄道車両の連結部に備えられる衝撃吸収機構を有する鉄道車両端台枠の端梁構造において、
前記衝撃吸収機構は、前記鉄道車両の台枠端部に備えられる、第1端梁と第2端梁と衝撃吸収部材よりなり、
前記第1端梁は、前記鉄道車両の一端に備えられ、前記第2端梁は、前記鉄道車両の他端に備えられ、その前面がお互いに対向する位置に配設され、
前記第2端梁には、前記鉄道車両の進行方向に縁設される前記衝撃吸収部材の一端が挿入され、固定される凹部が設けられ、
前記第2端梁及び前記凹部は、前記台枠下面に取り付けられていること、
を特徴とする鉄道車両端台枠の端梁構造。
In the end beam structure of a railway vehicle end frame having a shock absorbing mechanism provided at a connecting portion of a plurality of connected railway vehicles.
The shock absorbing mechanism comprises a first end beam, a second end beam, and a shock absorbing member provided at the end of the underframe of the railway vehicle.
The first end beam is provided at one end of the railroad vehicle, the second end beam is provided at the other end of the railroad vehicle, and the front surfaces thereof are arranged at positions facing each other.
The second end beam is provided with a recess into which one end of the shock absorbing member, which is edged in the traveling direction of the railway vehicle, is inserted and fixed.
The second end beam and the recess are attached to the lower surface of the underframe.
The end beam structure of the railroad vehicle end underframe.
請求項1に記載の鉄道車両端台枠の端梁構造において、
前記衝撃吸収部材は、前記凹部の底面に当接する底板を有するとともに該底板側に衝突時に座屈圧潰を開始させるための切リ欠キを有していること、
を特徴とする鉄道車両端台枠の端梁構造。
In the end beam structure of the railroad vehicle end underframe according to claim 1.
The shock absorbing member has a bottom plate that abuts on the bottom surface of the recess and has a notch on the bottom plate side for starting buckling crushing at the time of a collision.
The end beam structure of the railroad vehicle end underframe.
JP2017226491A 2017-11-27 2017-11-27 End beam structure of railroad vehicle end underframe Active JP7002809B2 (en)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003095097A (en) 2001-09-25 2003-04-03 Hitachi Ltd Rail rolling stock
JP2010083307A (en) 2008-09-30 2010-04-15 Hitachi Ltd Rail vehicle equipped with collision mitigation device
JP2014180943A (en) 2013-03-19 2014-09-29 Fuji Heavy Ind Ltd Vehicle
JP2017087800A (en) 2015-11-04 2017-05-25 川崎重工業株式会社 Car body of railway vehicle

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003095097A (en) 2001-09-25 2003-04-03 Hitachi Ltd Rail rolling stock
JP2010083307A (en) 2008-09-30 2010-04-15 Hitachi Ltd Rail vehicle equipped with collision mitigation device
JP2014180943A (en) 2013-03-19 2014-09-29 Fuji Heavy Ind Ltd Vehicle
JP2017087800A (en) 2015-11-04 2017-05-25 川崎重工業株式会社 Car body of railway vehicle

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