JP6374312B2 - Railway vehicle - Google Patents

Railway vehicle Download PDF

Info

Publication number
JP6374312B2
JP6374312B2 JP2014249897A JP2014249897A JP6374312B2 JP 6374312 B2 JP6374312 B2 JP 6374312B2 JP 2014249897 A JP2014249897 A JP 2014249897A JP 2014249897 A JP2014249897 A JP 2014249897A JP 6374312 B2 JP6374312 B2 JP 6374312B2
Authority
JP
Japan
Prior art keywords
railway vehicle
plate
rear direction
coupling device
impact load
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2014249897A
Other languages
Japanese (ja)
Other versions
JP2016107936A (en
Inventor
将彦 石田
将彦 石田
Original Assignee
近畿車輌株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 近畿車輌株式会社 filed Critical 近畿車輌株式会社
Priority to JP2014249897A priority Critical patent/JP6374312B2/en
Publication of JP2016107936A publication Critical patent/JP2016107936A/en
Application granted granted Critical
Publication of JP6374312B2 publication Critical patent/JP6374312B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Vibration Dampers (AREA)

Description

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

特許文献1には、運転室や客室に配置された台枠と、台枠に固設された連結装置アンカーと、連結装置アンカーに固定され、他の鉄道車両と連結可能な連結装置とを有する鉄道車両について記載されている。この鉄道車両においては、連結装置アンカーが堅固な構造体から構成されており、連結装置が当該連結装置アンカーを介して台枠に強固に固定されている。   Patent Document 1 includes a base frame arranged in a driver's cab or a cabin, a connection device anchor fixed to the base frame, and a connection device fixed to the connection device anchor and connectable to another railway vehicle. It describes railway vehicles. In this railway vehicle, the connecting device anchor is composed of a solid structure, and the connecting device is firmly fixed to the frame via the connecting device anchor.

特開2011−5948号公報JP2011-5948A

例えば、鉄道車両が連結装置を介して他の鉄道車両と連結されている際に、急ブレーキや衝突によって鉄道車両同士が互いに近づき、衝撃荷重が鉄道車両に生じると、ある程度の衝撃荷重は連結装置の緩衝装置が吸収する。しかしながら、上記特許文献1に記載の連結装置アンカーは堅固な構造体からなるため、連結装置の緩衝装置が吸収可能な許容荷重を超える衝撃荷重が生じた場合、連結装置アンカーに伝わった衝撃荷重はそのまま台枠に伝わる。すると、台枠がこの衝撃荷重によって大きく塑性変形してしまう。台枠が塑性変形すると、客室などが損傷する問題が生じる。   For example, when a railway vehicle is connected to another railway vehicle via a connecting device, if the railway vehicles approach each other due to sudden braking or a collision and an impact load is generated on the railway vehicle, a certain degree of impact load is applied to the connecting device. The shock absorber absorbs. However, since the coupling device anchor described in Patent Document 1 is composed of a solid structure, when an impact load exceeding the allowable load that can be absorbed by the shock absorber of the coupling device occurs, the impact load transmitted to the coupling device anchor is It is transmitted to the underframe as it is. Then, the underframe is greatly plastically deformed by this impact load. When the underframe is plastically deformed, there is a problem that the cabin is damaged.

そこで、本発明の目的は、台枠の塑性変形を抑制することが可能な鉄道車両を提供することである。   Therefore, an object of the present invention is to provide a railway vehicle capable of suppressing plastic deformation of the underframe.

本発明の鉄道車両は、台枠と、前記台枠の前後方向の少なくとも一端部に設けられた被取付部と、前記被取付部に取り付けられ、他の鉄道車両と連結可能に構成された連結装置とを備えた鉄道車両において、前記連結装置は、前記他の鉄道車両と連結するための連結器と、前記連結器と前記被取付部との間に配置され、前記前後方向の衝撃荷重を吸収する緩衝装置とを有しており、前記被取付部は、前記前後方向に面し且つ前記前後方向における前記鉄道車両の外方側の面であって前記連結装置を取り付けるための取付面を有する取付板と、前記取付板と一体的に形成され、前記取付板の前記前後方向における前記鉄道車両の内方側の面から内方に向かって延在し前記台枠に固定された一対の支持板を有しており、前記一対の支持板は、前記緩衝装置によって吸収可能な許容荷重を超える衝撃荷重が前記連結装置に生じたときに、前記台枠が塑性変形する前に塑性変形が生じるように構成された、強度が他の部位よりも小さい強度低下部を有している。
The railway vehicle of the present invention is a frame, a mounted portion provided at least at one end in the front-rear direction of the frame, and a connection that is attached to the mounted portion and can be connected to another rail vehicle. In the railway vehicle including the apparatus, the coupling device is disposed between the coupler for coupling with the other railway vehicle, the coupler and the mounted portion, and the impact load in the front-rear direction is generated. A shock absorbing device that absorbs the mounting portion, the mounting portion facing the front-rear direction and an outer surface of the railway vehicle in the front-rear direction, the mounting surface for mounting the coupling device A pair of mounting plates formed integrally with the mounting plate and extending inward from the inner surface of the railcar in the front-rear direction of the mounting plate and fixed to the underframe has a supporting plate, the pair of supporting plates, said When an impact load exceeding the absorbable allowable load by opposition device occurs in the connecting device, the underframe is constituted as plastic deformation occurs before the plastic deformation, the strength is less than the other portions strength Has a decline .

これによると、緩衝装置によって吸収可能な許容荷重を超える大きな衝撃荷重が連結装置に生じた場合でも、台枠よりも先に被取付部が塑性変形し、当該衝撃荷重を吸収する。このため、連結装置及び被取付部を介して台枠に大きな衝撃荷重が伝わりにくくなる。この結果、台枠が塑性変形しにくくなって、鉄道車両の客室などが損傷しにくくなる。また、被取付部が塑性変形しやすくなる。
According to this, even when a large impact load exceeding the allowable load that can be absorbed by the shock absorber is generated in the coupling device, the attached portion is plastically deformed before the frame and absorbs the impact load. For this reason, it is difficult for a large impact load to be transmitted to the underframe via the coupling device and the attached portion. As a result, the underframe is less likely to be plastically deformed, and the passenger compartment of the railway vehicle is less likely to be damaged. Further, the attached portion is easily plastically deformed.

また、本発明において、前記強度低下部は、前記一対の支持板に穴が形成されることで構成されることが好ましい。これにより、容易に強度低下部を形成することが可能となる。
Further, in the present invention, before Symbol strength reduction unit, it is preferably configured by a hole is formed in the pair of support plates. Thereby, it is possible to easily form the reduced strength portion.

また、本発明において、連結された前記他の鉄道車両と対向する前記鉄道車両の対向面から突出し、上下方向に互いに離隔して配置された複数の板状部材をさらに備えており、前記被取付部は、前記鉄道車両の複数の板状部材が前記他の鉄道車両の複数の板状部材と噛み合う位置まで、塑性変形可能に構成されていることが好ましい。これにより、被取付部に塑性変形が生じるような衝撃荷重が生じた際に、被取付部は鉄道車両の複数の板状部材が他の鉄道車両の複数の板状部材と噛み合う位置まで塑性変形する。このため、一方の鉄道車両が他方の鉄道車両によじ登ることを効果的に抑制できる。   In the present invention, the apparatus further includes a plurality of plate-like members that protrude from the facing surface of the railcar facing the other railcar connected and are spaced apart from each other in the vertical direction. Preferably, the portion is configured to be plastically deformable up to a position where the plurality of plate-like members of the railway vehicle mesh with the plurality of plate-like members of the other railway vehicle. As a result, when an impact load that causes plastic deformation occurs in the mounted portion, the mounted portion is plastically deformed to a position where a plurality of plate-like members of a railway vehicle mesh with a plurality of plate-like members of another railway vehicle. To do. For this reason, it can suppress effectively that one rail vehicle climbs on the other rail vehicle.

本発明の鉄道車両によると、緩衝装置によって吸収可能な許容荷重を超える大きな衝撃荷重が連結装置に生じた場合でも、台枠よりも先に被取付部が塑性変形し、当該衝撃荷重を吸収する。このため、連結装置及び被取付部を介して台枠に大きな衝撃荷重が伝わりにくくなる。この結果、台枠が塑性変形しにくくなって、鉄道車両の客室などが損傷しにくくなる。   According to the railway vehicle of the present invention, even when a large impact load exceeding the allowable load that can be absorbed by the shock absorber is generated in the coupling device, the mounted portion is plastically deformed before the frame and absorbs the impact load. . For this reason, it is difficult for a large impact load to be transmitted to the underframe via the coupling device and the attached portion. As a result, the underframe is less likely to be plastically deformed, and the passenger compartment of the railway vehicle is less likely to be damaged.

(a)は本発明の一実施形態に係る鉄道車両の側面図であり、(b)は鉄道車両の平面図である。(A) is a side view of the railway vehicle which concerns on one Embodiment of this invention, (b) is a top view of a railway vehicle. 図1に示す連結装置アンカー及びその付近の斜視図である。It is a perspective view of the coupling device anchor shown in FIG. 1 and its vicinity. (a)は連結装置アンカーの側面図であり、(b)は連結装置アンカーを下方から見たときの図である。(A) is a side view of a coupling device anchor, (b) is a figure when the coupling device anchor is viewed from below. (a)は鉄道車両間に衝撃荷重が生じる前の状態を示す状況図であり、(b)は緩衝装置の最大許容荷重とほぼ同等の衝撃荷重が鉄道車両間に生じたときの状態を示す状況図である。(A) is a situation figure which shows the state before an impact load arises between railway vehicles, (b) shows the state when the impact load substantially equivalent to the maximum permissible load of a shock absorber has arisen between railway vehicles. It is a situation diagram. (a)は緩衝装置の許容荷重を超える衝撃荷重が鉄道車両間に生じ連結装置アンカーが塑性変形する前の状態を示す状況図であり、(b)は緩衝装置の許容荷重を超える衝撃荷重が鉄道車両間に生じ連結装置アンカーが塑性変形した後の状態を示す状況図である。(A) is a situation figure which shows the state before the impact load exceeding the allowable load of a shock absorber occurs between railway vehicles and the connecting device anchor is plastically deformed, and (b) is the state where the impact load exceeding the allowable load of the shock absorber is applied. It is a situation figure which shows the state after a coupling device anchor which arose between rail vehicles and plastically deformed. (a)は変形例に係る鉄道車両の部分側面図であり、(b)は緩衝装置の許容荷重を超える衝撃荷重が鉄道車両間に生じ連結装置アンカーが塑性変形した後の状態を示す状況図である。(A) is a partial side view of a railway vehicle according to a modification, and (b) is a situation diagram showing a state after an impact load exceeding the allowable load of the shock absorber is generated between the railway vehicles and the coupling device anchor is plastically deformed. It is.

以下、本発明の一実施形態である鉄道車両について、図1〜図4を参照しつつ以下に説明する。   Hereinafter, a railway vehicle according to an embodiment of the present invention will be described with reference to FIGS.

[鉄道車両の全体構成]
列車100は、図1に示すように、前後方向Aに連結された複数の鉄道車両1,2,3と、隣り合う鉄道車両1,2間に配置されたホロ4と、隣り合う鉄道車両2,3間に配置されたホロ5とを含む。鉄道車両1,2,3はほぼ同様な構成であり、以下では鉄道車両2について詳細に説明する。なお、列車100は、ホロ4,5を有していなくてもよい。
[Overall configuration of railway vehicle]
As shown in FIG. 1, the train 100 includes a plurality of rail vehicles 1, 2, 3 connected in the front-rear direction A, a holo 4 disposed between the adjacent rail vehicles 1, 2, and an adjacent rail vehicle 2. , 3 and holo 5 disposed between them. The railway vehicles 1, 2, and 3 have substantially the same configuration, and the railway vehicle 2 will be described in detail below. The train 100 may not have the holo 4 and 5.

[鉄道車両]
鉄道車両2は、図1(a)に示すように、車体10と、車体10の下端部に取り付けられた複数の台車20と、2つの連結装置30とを有する。これら台車20は、前後方向Aに離隔して配置されている。各台車20は、4つの車輪21と、前後方向Aと直交する幅方向Bに延在する2つの車軸22とを有しており、車体10を下方から支持する。台車20は、図示しない駆動装置からの駆動力によって各車軸22が回転することで、4つの車輪21が回転する。これにより、鉄道車両2が進行方向(前方又は後方)に進む。
[Railway vehicles]
As shown in FIG. 1A, the railway vehicle 2 includes a vehicle body 10, a plurality of carriages 20 attached to a lower end portion of the vehicle body 10, and two connecting devices 30. These trolleys 20 are spaced apart in the front-rear direction A. Each carriage 20 has four wheels 21 and two axles 22 extending in the width direction B orthogonal to the front-rear direction A, and supports the vehicle body 10 from below. In the carriage 20, the four wheels 21 are rotated by the rotation of the axles 22 by the driving force from a driving device (not shown). Thereby, the railway vehicle 2 advances in the traveling direction (forward or backward).

連結装置30は、車体10の前端部の下部及び後端部の下部にそれぞれ1つずつ設けられている。連結装置30は、後述の連結装置アンカー40にその一端が固定されている。連結装置30は、鉄道車両1,3(他の鉄道車両)の連結装置30と連結可能に構成され、鉄道車両1〜3の車両同士を結合し、牽引時の引張力・推進時の圧縮力を伝達する公知の装置である。本実施形態における連結装置30は、連結器31と、緩衝装置32と、取付部33とを有する。連結器31は、他の鉄道車両1,3の連結装置30の連結器31と連結するための公知のものである。取付部33は、連結装置アンカー40にボルトを介して取り付けられる。   One connecting device 30 is provided at each of a lower portion of the front end portion and a lower portion of the rear end portion of the vehicle body 10. One end of the coupling device 30 is fixed to a coupling device anchor 40 described later. The connecting device 30 is configured to be connectable to the connecting device 30 of the railway vehicles 1 and 3 (other railway vehicles), connects the vehicles of the railway vehicles 1 to 3, and pulls when pulling / compressing force when propelling. It is a known device for transmitting The coupling device 30 in the present embodiment includes a coupler 31, a shock absorber 32, and a mounting portion 33. The coupler 31 is a well-known one for coupling with the coupler 31 of the coupling device 30 of the other railway vehicles 1 and 3. The attachment portion 33 is attached to the coupling device anchor 40 via a bolt.

本実施形態における緩衝装置32は、図4に示すように、シリンダ32aと、このシリンダ32a内で軸方向(前後方向A)に駆動自在に設けられているピストン32bと、シリンダ内に充填されている油とからなる公知の油圧式緩衝装置である。なお、緩衝装置32は、油以外の粘性流体の流動摩擦によって衝撃荷重を吸収する粘性緩衝装置や塑性変形によって衝撃荷重を吸収する塑性緩衝装置(例えば、デフォメーションチューブ)、及び、ゴム式の緩衝装置などを単体又は組み合わせて採用することが可能である。緩衝装置32のピストン32bは、連結器31に固定され、シリンダ32aは取付部33に支持されている。これにより、連結装置30は、車両の連結時、運転中、ブレーキ操作時、及び、衝突時などで生じる鉄道車両1〜3間の前後方向Aにおける衝撃荷重のうち、緩衝装置32が吸収可能な許容荷重内の衝撃荷重を吸収することができる。   As shown in FIG. 4, the shock absorber 32 according to the present embodiment is filled in a cylinder 32 a, a piston 32 b provided so as to be driven in the axial direction (front-rear direction A) in the cylinder 32 a, and the cylinder. It is a known hydraulic shock absorber made of oil. The shock absorber 32 includes a viscous shock absorber that absorbs an impact load by the flow friction of a viscous fluid other than oil, a plastic shock absorber (for example, a deformation tube) that absorbs an impact load by plastic deformation, and a rubber-type shock absorber. A device or the like can be used alone or in combination. The piston 32 b of the shock absorber 32 is fixed to the coupler 31, and the cylinder 32 a is supported by the mounting portion 33. Thereby, the coupling device 30 can absorb the shock absorber 32 among the impact loads in the front-rear direction A between the railway vehicles 1 to 3 that are generated when the vehicle is coupled, during driving, during brake operation, and at the time of a collision. The impact load within the allowable load can be absorbed.

車体10は、図1に示すように、進行方向と平行な前後方向Aに長尺な直方体状に形成され、底部となる台枠11と、2つの側構体12,13と、2つの妻構体14,15と、屋根構体16と、連結装置アンカー40と、乗り上げ防止装置50とを有している。2つの側構体12,13は、台枠11の幅方向Bの両端部において、上下方向Cに立設され、前後方向Aに延在している。2つの妻構体14,15は、台枠11の前後方向Aの両端部において、上下方向Cに立設され、幅方向Bに延在している。妻構体14は、車体10の前端部に設けられ、鉄道車両1に対向している。妻構体14には、鉄道車両1,2の間を往来できるように貫通路(不図示)が取り付けられている。一方、妻構体15は、車体10の後端部に設けられ、鉄道車両3に対向している。妻構体15には、鉄道車両2,3との間を往来できるように貫通路(不図示)が取り付けられている。   As shown in FIG. 1, the vehicle body 10 is formed in a long rectangular parallelepiped shape in the front-rear direction A parallel to the traveling direction, and includes a base frame 11 serving as a bottom, two side structures 12 and 13, and two wife structures. 14, 15, roof structure 16, coupling device anchor 40, and climbing prevention device 50. The two side structures 12 and 13 are erected in the vertical direction C at both ends in the width direction B of the frame 11 and extend in the front-rear direction A. The two end structures 14 and 15 are erected in the vertical direction C at both ends in the front-rear direction A of the frame 11 and extend in the width direction B. The wife structure 14 is provided at the front end of the vehicle body 10 and faces the railcar 1. A through passage (not shown) is attached to the wife structure 14 so as to be able to travel between the railway vehicles 1 and 2. On the other hand, the wife structure 15 is provided at the rear end of the vehicle body 10 and faces the railway vehicle 3. A through passage (not shown) is attached to the wife structure 15 so as to be able to travel between the railway vehicles 2 and 3.

また、台枠11上には床面17が形成されている。屋根構体16は、矩形平面形状を有し、その周端部が側構体12,13及び妻構体14,15の上面に固定されている。車体10内には、図1(b)に示すように、客室18が形成されている。客室18は、屋根構体16、床面17、側構体12,13、及び、妻構体14,15で囲まれて構成されている。このように客室18は、台枠11上に構成されている。   A floor surface 17 is formed on the underframe 11. The roof structure 16 has a rectangular planar shape, and the peripheral ends thereof are fixed to the upper surfaces of the side structures 12 and 13 and the end structures 14 and 15. A cabin 18 is formed in the vehicle body 10 as shown in FIG. The guest room 18 is configured by being surrounded by a roof structure 16, a floor surface 17, side structures 12 and 13, and wife structures 14 and 15. Thus, the guest room 18 is configured on the underframe 11.

台枠11は、図2に示すように、その幅方向Bの両端部を形成する側ばり11a1,11a2と、これら側ばり11a1,11a2に架け渡されて幅方向Bに延在する複数の横はり11b1,11b2,11b3と、これら横はり11b1,11b2,11b3に架け渡されて前後方向Aに延在する一対の中はり11cとによって、平面視で略矩形形状に構成されている。一対の中はり11cは、台枠11の幅方向Bの中央部分において、互いに離隔して配置されている。   As shown in FIG. 2, the frame 11 has side beams 11a1 and 11a2 that form both end portions in the width direction B, and a plurality of horizontal beams that extend over the side beams 11a1 and 11a2 and extend in the width direction B. The beams 11b1, 11b2, and 11b3 and a pair of intermediate beams 11c that extend across the lateral beams 11b1, 11b2, and 11b3 and extend in the front-rear direction A are configured in a substantially rectangular shape in plan view. The pair of intermediate beams 11 c are arranged at a distance from each other at the central portion in the width direction B of the frame 11.

連結装置アンカー40(被取付部)は、図2及び図3に示すように、連結装置30の取付部33を取り付けるための取付板41と、取付板41を支持する支持部42とを有している。取付板41は、前後方向Aに面する取付面41aを有する板状部材である。取付板41は、取付面41aが鉄道車両2の前後方向Aにおける外方側(図2中左方側)に位置するように配置されている。取付面41aには、前後方向Aに貫通する4つの貫通孔41bが形成されている。これら貫通孔41bは、取付部33に形成された4つの貫通孔(不図示)と対応する位置に配置されている。そして、取付面41aに取付部33を当接させた状態で、取付部33の貫通孔と取付板41の貫通孔41bとを位置合わせし、ボルト及びナットで取付部33を取付板41に固定する。こうして、連結装置30と連結装置アンカー41とが強固に組み付けられる。   As shown in FIGS. 2 and 3, the coupling device anchor 40 (attached portion) includes a mounting plate 41 for mounting the mounting portion 33 of the coupling device 30 and a support portion 42 that supports the mounting plate 41. ing. The mounting plate 41 is a plate-like member having a mounting surface 41a facing in the front-rear direction A. The mounting plate 41 is disposed such that the mounting surface 41a is located on the outer side (left side in FIG. 2) in the front-rear direction A of the railcar 2. Four through holes 41b penetrating in the front-rear direction A are formed in the mounting surface 41a. These through holes 41 b are arranged at positions corresponding to four through holes (not shown) formed in the attachment portion 33. Then, with the mounting portion 33 in contact with the mounting surface 41a, the through hole of the mounting portion 33 and the through hole 41b of the mounting plate 41 are aligned, and the mounting portion 33 is fixed to the mounting plate 41 with bolts and nuts. To do. Thus, the coupling device 30 and the coupling device anchor 41 are firmly assembled.

支持部42は、図3に示すように、一対の支持板43と、下当板44と、一対の補強板45と、補強板46とを有する。一対の支持板43は、幅方向Bに関して互いに離隔して配置されている。一対の支持板43は、取付板41の取付面41aとは反対側の面41cの幅方向Bの両端から鉄道車両2の前後方向Aにおける内方(図3中右方)に向かって延在している。各支持板43は、板状部材からなり、図3(a)に示すように、略三角形形状を有する。各支持板43には、幅方向Bに貫通する孔43aが形成されている。孔43aが形成されることで、支持板43の板状部材には強度が他の部位(孔43a以外)よりも低下した強度低下部(すなわち、孔43aの部分)が構成される。孔43aは、図3(a)に示すように、角部が丸まった略三角形状に形成されている。このように支持板43を構成する板状部材に孔43aが形成されることで、支持板43には、水平部43bと垂直部43cと傾斜部43dとが構成される。この垂直部43cが取付板41の面41cに溶接されることで、支持板43が取付板41に一体的に固定される。なお、垂直部43cの上端及び水平部43bの上端は中はり11cに溶接される部位である。傾斜部43dは水平部43bの内方端と垂直部43cの下端とを繋ぐ。   As shown in FIG. 3, the support portion 42 includes a pair of support plates 43, a lower contact plate 44, a pair of reinforcing plates 45, and a reinforcing plate 46. The pair of support plates 43 are spaced apart from each other in the width direction B. The pair of support plates 43 extend from both ends in the width direction B of the surface 41c opposite to the mounting surface 41a of the mounting plate 41 toward the inside (right side in FIG. 3) in the front-rear direction A of the railway vehicle 2. doing. Each support plate 43 is made of a plate-like member, and has a substantially triangular shape as shown in FIG. Each support plate 43 is formed with a hole 43 a penetrating in the width direction B. By forming the hole 43a, the plate-like member of the support plate 43 is formed with a strength-decreasing portion (that is, a portion of the hole 43a) whose strength is lower than that of other portions (other than the hole 43a). As shown in FIG. 3A, the hole 43a is formed in a substantially triangular shape with rounded corners. Thus, the hole 43a is formed in the plate-like member that constitutes the support plate 43, so that the support plate 43 includes a horizontal portion 43b, a vertical portion 43c, and an inclined portion 43d. The vertical plate 43c is welded to the surface 41c of the mounting plate 41, so that the support plate 43 is integrally fixed to the mounting plate 41. In addition, the upper end of the vertical part 43c and the upper end of the horizontal part 43b are parts welded to the intermediate beam 11c. The inclined portion 43d connects the inner end of the horizontal portion 43b and the lower end of the vertical portion 43c.

下当板44は、図3(b)に示すように、略U字の平面形状を有する板状部材からなる。また、下当板44は、図3(a)に示すように、一対の支持板43の下端面にならって曲げられて構成されている。下当板44は、一対の支持板43及び取付板41に溶接されている。なお、下当板44の内方(図3中右方)端部であって中はり11cと対向する部位は、中はり11cに直接溶接される部位である。   As shown in FIG. 3B, the lower contact plate 44 is made of a plate-like member having a substantially U-shaped planar shape. Further, as shown in FIG. 3A, the lower contact plate 44 is bent along the lower end surfaces of the pair of support plates 43. The lower contact plate 44 is welded to the pair of support plates 43 and the mounting plate 41. In addition, the site | part which is the inner edge (right side in FIG. 3) edge part of the lower contact plate 44 and opposes the middle beam 11c is a site | part directly welded to the middle beam 11c.

一対の補強板45は、幅方向Bに関して互いに離隔して配置されている。一対の補強板45は、取付板41の取付面41aの幅方向Bの両端から鉄道車両2の前後方向Aにおける外方(図3中左方)に向かって延在している。各補強板45は、図3(a)に示すように、略三角形形状を有する板状部材からなる。これら補強板45の垂直辺部が取付面41aに溶接されることで、補強板45と取付板41とが一体的に固定される。   The pair of reinforcing plates 45 are spaced apart from each other in the width direction B. The pair of reinforcing plates 45 extends from both ends in the width direction B of the mounting surface 41 a of the mounting plate 41 toward the outside (left side in FIG. 3) in the front-rear direction A of the railway vehicle 2. As shown in FIG. 3A, each reinforcing plate 45 is made of a plate-like member having a substantially triangular shape. The reinforcing plate 45 and the mounting plate 41 are integrally fixed by welding the vertical sides of the reinforcing plate 45 to the mounting surface 41a.

補強板46は、取付板41の面41cの幅方向Bの中央から鉄道車両2の前後方向Aにおける内方(図3中右方)に向かって延在する。補強板46は、図3(a)に示すように、略三角形形状を有する板状部材からなる。補強板46の垂直辺部が面41cに、補強板46の下端面が下当板44に溶接されることで、補強板46と取付板41及び下当板44とが一体的に固定される。   The reinforcing plate 46 extends from the center in the width direction B of the surface 41c of the mounting plate 41 toward the inside (right side in FIG. 3) in the front-rear direction A of the railway vehicle 2. As shown in FIG. 3A, the reinforcing plate 46 is made of a plate-like member having a substantially triangular shape. The reinforcing plate 46, the mounting plate 41, and the lower contact plate 44 are integrally fixed by welding the vertical side portion of the reinforcing plate 46 to the surface 41c and the lower end surface of the reinforcing plate 46 to the lower contact plate 44. .

連結装置アンカー40を構成する、取付板41の上端、一対の支持板43の垂直部43cの上端及び水平部43bの上端、下当板44の内方端部、及び、一対の補強板45の水平辺部が横はり11b2及び中はり11cに溶接されることで、連結装置アンカー40が台枠11に強固に固定される。また、連結装置アンカー40は、これら取付板41、支持部42によってその崩壊荷重が調整されている。具体的には、連結装置30が吸収可能な許容荷重を超える衝撃荷重が鉄道車両2と他の鉄道車両1,3との間に生じたときに、主に連結装置アンカー40の一対の支持板43に形成された孔43a(強度低下部)により、台枠11(すなわち、中はり11c)が塑性変形する前に連結装置アンカー40が塑性変形するように調整されている。   The upper end of the mounting plate 41, the upper end of the vertical portion 43 c and the upper end of the horizontal portion 43 b of the pair of support plates 43, the inner end portion of the lower contact plate 44, and the pair of reinforcing plates 45 constituting the coupling device anchor 40. The connecting device anchor 40 is firmly fixed to the frame 11 by welding the horizontal side portion to the horizontal beam 11b2 and the intermediate beam 11c. In addition, the collapse load of the coupling device anchor 40 is adjusted by the mounting plate 41 and the support portion 42. Specifically, when an impact load exceeding the allowable load that can be absorbed by the coupling device 30 is generated between the railway vehicle 2 and the other rail vehicles 1 and 3, a pair of support plates of the coupling device anchor 40 is mainly used. By the hole 43a (strength reduction part) formed in 43, the coupling device anchor 40 is adjusted so as to be plastically deformed before the underframe 11 (that is, the intermediate beam 11c) is plastically deformed.

乗り上げ防止装置50は、図1(a)に示すように、台枠11の前端面及び後端面(すなわち、鉄道車両2の他の鉄道車両1,3と対向する面)にそれぞれ設けられている。乗り上げ防止装置50は、図2に示すように、台枠11から鉄道車両2の前後方向Aにおける外方に突出し、上下方向Cに互いに離隔して配置された3枚の板状部材51から構成されている。板状部材51は、幅方向Bに延在している。なお、乗り上げ防止装置50は、2枚又は4枚以上の板状部材51から構成されていてもよい。さらに、乗り上げ防止装置50は、台枠11の前後方向の一端面だけに設けられていてもよい。   As illustrated in FIG. 1A, the riding-up preventing device 50 is provided on each of the front end surface and the rear end surface of the underframe 11 (that is, the surface facing the other rail vehicles 1 and 3 of the rail vehicle 2). . As shown in FIG. 2, the boarding prevention device 50 includes three plate-like members 51 that project outward from the underframe 11 in the longitudinal direction A of the railway vehicle 2 and are spaced apart from each other in the vertical direction C. Has been. The plate-like member 51 extends in the width direction B. In addition, the boarding prevention device 50 may be configured by two or four or more plate-like members 51. Furthermore, the riding-up preventing device 50 may be provided only on one end surface of the frame 11 in the front-rear direction.

また、鉄道車両1,3に設けられた乗り上げ防止装置50の板状部材51は、上下方向Cに関して、鉄道車両2に設けられた乗り上げ防止装置50の板状部材51とほぼ同じ位置に配置されている。このように乗り上げ防止装置50が上下方向Cに関して同じ位置に配置されていても、鉄道車両1〜3の上下動や車輪21の摩耗などにより、結果的に各鉄道車両1〜3に設けられた乗り上げ防止装置50の板状部材51が上下方向Cにずれる。この結果、図4(b)に示すように、鉄道車両1,2が近接したときに、各鉄道車両1,2に設けられた乗り上げ防止装置50の板状部材51が噛み合う。このため、鉄道車両2が他の鉄道車両1,3に対して、乗り上げるのを抑制することが可能となる。なお、鉄道車両1,3に設けられた乗り上げ防止装置50の板状部材51は、上下方向Cに関して、鉄道車両2に設けられた乗り上げ防止装置50の板状部材51と若干ずれた位置に配置されていてもよい。   Further, the plate-like member 51 of the climbing prevention device 50 provided in the railcars 1 and 3 is arranged in substantially the same position as the plate-like member 51 of the climbing prevention device 50 provided in the railcar 2 in the vertical direction C. ing. Thus, even if the riding-up preventing device 50 is disposed at the same position in the vertical direction C, the railcars 1 to 3 are eventually provided due to the vertical movement of the railcars 1 to 3 or the wear of the wheels 21. The plate-like member 51 of the climbing prevention device 50 is shifted in the vertical direction C. As a result, as shown in FIG. 4B, when the rail vehicles 1 and 2 come close to each other, the plate-like members 51 of the ride-up preventing devices 50 provided on the rail vehicles 1 and 2 mesh with each other. For this reason, it becomes possible to suppress that the rail vehicle 2 rides on the other rail vehicles 1 and 3. It should be noted that the plate-like member 51 of the climbing prevention device 50 provided in the railcars 1 and 3 is arranged at a position slightly shifted from the plate-like member 51 of the climbing prevention device 50 provided in the railcar 2 in the vertical direction C. May be.

ここで、鉄道車両1,2間に生じた衝撃荷重を緩衝装置32が吸収するときの動作について、図4及び図5を参照しつつ以下に説明する。例えば、低速走行中の鉄道車両1,2において、急ブレーキをかけた場合や先頭車両(ここでは鉄道車両1)が障害物に衝突した場合など、鉄道車両1,2間には衝撃荷重が生じる。このとき、緩衝装置32が吸収可能な許容荷重内であって最大許容荷重と同程度の衝撃荷重が鉄道車両1,2間に生じた場合、鉄道車両1,2の緩衝装置32は、ピストン32bを縮めながら当該衝撃荷重を吸収する。つまり、ピストン32bは、図4(a)に示すようにシリンダ32aから伸び出した状態から図4(b)に示すようにシリンダ32a内に収納された状態となるように縮む。このとき、ピストン32bが縮む過程において、緩衝装置32が衝撃荷重を吸収する。ピストン32bのほぼ全体がシリンダ32a内に収容されるほどの衝撃荷重(最大許容荷重と同程度)が生じた場合は、鉄道車両1,2の乗り上げ防止装置50同士も噛み合う。   Here, the operation when the shock absorber 32 absorbs the impact load generated between the railway vehicles 1 and 2 will be described below with reference to FIGS. 4 and 5. For example, in the railway vehicles 1 and 2 running at a low speed, an impact load is generated between the railway vehicles 1 and 2 when a sudden brake is applied or the leading vehicle (the railway vehicle 1 in this case) collides with an obstacle. . At this time, if an impact load that is within the allowable load that can be absorbed by the shock absorber 32 and is about the same as the maximum allowable load is generated between the rail vehicles 1 and 2, the shock absorber 32 of the rail vehicles 1 and 2 has the piston 32b. The impact load is absorbed while shrinking. That is, the piston 32b contracts from a state where it is extended from the cylinder 32a as shown in FIG. 4 (a) to a state where it is housed in the cylinder 32a as shown in FIG. 4 (b). At this time, the shock absorber 32 absorbs the impact load in the process of contracting the piston 32b. When an impact load (approximately the same as the maximum allowable load) is generated so that almost the entire piston 32b is accommodated in the cylinder 32a, the riding-up preventing devices 50 of the railway vehicles 1 and 2 are also engaged with each other.

一方、高速走行中の鉄道車両1,2において、急ブレーキをかけたり、先頭車両が障害物に衝突すると、鉄道車両1,2間に急激な衝撃荷重が生じる。このような急激な衝撃荷重が鉄道車両1,2間に生じた場合、図5(a)に示すように、ピストン32bは衝撃荷重を吸収するようにある程度シリンダ32a内に収容されるが、油圧式緩衝装置32の速度依存性により、ピストン32bが縮まなくなる。つまり、緩衝装置32が衝撃荷重を吸収しきれずに、ピストン32bの縮む方向への移動が止まる。そして、緩衝装置32の許容荷重を超える衝撃荷重が連結装置30を介して連結装置アンカー40に伝わると、連結装置アンカー40が台枠11よりも先に塑性変形する。連結装置アンカー40の支持部42には孔43a(強度低下部)が形成されており、連結装置アンカー40自体の崩壊荷重が台枠11よりも小さくなっている。このため、図5(b)に示すように、支持部42の傾斜部43dが変形するとともに孔43a(強度低下部)が潰れる。傾斜部43d及び孔43aの変形に伴って、取付板41、一対の補強板45及び補強板46も塑性変形する。こうして、台枠11が塑性変形するよりも前に連結装置アンカー40自体が塑性変形し、当該衝撃荷重を吸収する。なお、低速走行中の鉄道車両1,2においても、高速走行中の鉄道車両1,2と同様に、鉄道車両1,2間に緩衝装置32の許容荷重を超える衝撃荷重が生じた場合、上述と同様に、連結装置アンカー40が台枠11よりも先に塑性変形する。   On the other hand, when the brakes are suddenly applied to the railway vehicles 1 and 2 running at high speed or the leading vehicle collides with an obstacle, a sudden impact load is generated between the railway vehicles 1 and 2. When such a sudden impact load is generated between the railway vehicles 1 and 2, as shown in FIG. 5A, the piston 32b is accommodated in the cylinder 32a to some extent so as to absorb the impact load. Due to the speed dependency of the type shock absorber 32, the piston 32b does not contract. That is, the shock absorber 32 cannot absorb the impact load, and the movement of the piston 32b in the contracting direction stops. When an impact load exceeding the allowable load of the shock absorber 32 is transmitted to the coupling device anchor 40 through the coupling device 30, the coupling device anchor 40 is plastically deformed before the frame 11. A hole 43 a (strength reduction portion) is formed in the support portion 42 of the coupling device anchor 40, and the collapse load of the coupling device anchor 40 itself is smaller than that of the frame 11. For this reason, as shown in FIG.5 (b), while the inclined part 43d of the support part 42 deform | transforms, the hole 43a (strength reduction part) is crushed. With the deformation of the inclined portion 43d and the hole 43a, the mounting plate 41, the pair of reinforcing plates 45 and the reinforcing plate 46 are also plastically deformed. In this way, before the frame 11 is plastically deformed, the coupling device anchor 40 itself is plastically deformed and absorbs the impact load. In the rail vehicles 1 and 2 that are traveling at low speed, as in the case of the rail vehicles 1 and 2 that are traveling at high speed, when an impact load exceeding the allowable load of the shock absorber 32 occurs between the rail vehicles 1 and 2, Similarly, the coupling device anchor 40 is plastically deformed before the frame 11.

また、連結装置アンカー40は、緩衝装置32のピストン32bがシリンダ32aから最大長伸び出した状態から完全に縮んでいなくても、乗り上げ防止装置50同士が噛み合う位置まで塑性変形可能に構成されている。このため、図5(b)に示すように、乗り上げ防止装置50同士が噛み合う。このように連結装置アンカー40が塑性変形可能であると、連結装置30の許容荷重を超える衝撃荷重が生じたときでも、鉄道車両2の乗り上げ防止装置50が他の鉄道車両1の乗り上げ防止装置50と噛み合う。このため、一方の鉄道車両2が他方の鉄道車両1によじ登る、すなわち、鉄道車両1,2に相互の乗り上がり、及び、鉄道車両1,2の編成座屈(列車座屈)を抑制することができる。   Further, the coupling device anchor 40 is configured to be plastically deformable to a position where the riding-up preventing devices 50 are engaged with each other even if the piston 32b of the shock absorber 32 is not fully contracted from the state where the piston 32b extends from the cylinder 32a. Yes. For this reason, as shown in FIG.5 (b), the boarding prevention apparatuses 50 mutually mesh. Thus, when the coupling device anchor 40 is plastically deformable, even when an impact load exceeding the allowable load of the coupling device 30 is generated, the climbing prevention device 50 of the railway vehicle 2 is prevented from climbing other railcars 1. Mesh with. For this reason, one railcar 2 climbs on the other railcar 1, that is, climbs on the railcars 1 and 2, and suppresses knitting buckling (train buckling) of the railcars 1 and 2. Can do.

以上に述べたように、本実施形態の鉄道車両2によると、他の鉄道車両1,3と連結された状態において、鉄道車両2と他の鉄道車両1,3とが近づくことで生じる衝撃荷重が緩衝装置32によって吸収可能な許容荷重を超える大きな衝撃荷重であっても、台枠11よりも先に連結装置アンカー40が塑性変形し、当該衝撃荷重を吸収する。このため、連結装置30及び連結装置アンカー40を介して台枠11に大きな衝撃荷重が伝わりにくくなる。この結果、台枠11が塑性変形しにくくなって、鉄道車両2の客室18などが損傷しにくくなる。   As described above, according to the railway vehicle 2 of the present embodiment, the impact load generated when the railway vehicle 2 and the other railway vehicles 1 and 3 approach in a state where the railway vehicle 1 and 3 are connected to each other. Even if the impact load exceeds a permissible load that can be absorbed by the shock absorber 32, the coupling device anchor 40 is plastically deformed before the frame 11 and absorbs the impact load. For this reason, it becomes difficult for a large impact load to be transmitted to the frame 11 via the coupling device 30 and the coupling device anchor 40. As a result, the underframe 11 is less likely to be plastically deformed, and the cabin 18 of the railway vehicle 2 is less likely to be damaged.

変形例として、連結装置アンカー40は、図6(a)に示すように、列車の先頭車両201の台枠211の前端部の下部に設けられていてもよい。そして、台枠211の前端よりも前方に連結器31が突出した状態で連結装置30が連結装置アンカー40に設けられておればよい。なお、上述の実施形態と同様なものについては、同符号で示し、説明を省略する。例えば、軌道内に他の鉄道車両202(先頭車両201と同様な車両)が停止しており、図6(b)に示すように、当該他の鉄道車両202に先頭車両201が衝突して連結器31同士が噛み合った状態で、上述の実施形態と同様に、緩衝装置32の許容荷重を超える衝撃荷重が連結装置30を介して連結装置アンカー40に伝わると、連結装置アンカー40が台枠211よりも先に塑性変形する。このため、台枠211に大きな衝撃荷重が伝わりにくくなり、台枠211が塑性変形しにくくなって、先頭車両の客室などが損傷しにくくなる。   As a modification, the coupling device anchor 40 may be provided in the lower part of the front end portion of the frame 211 of the leading vehicle 201 of the train, as shown in FIG. And the connection apparatus 30 should just be provided in the connection apparatus anchor 40 in the state which the connector 31 protruded ahead of the front end of the frame 211. FIG. In addition, about the thing similar to the above-mentioned embodiment, it shows with the same code | symbol and abbreviate | omits description. For example, another railway vehicle 202 (same vehicle as the leading vehicle 201) is stopped in the track, and the leading vehicle 201 collides with the other railway vehicle 202 and is connected as shown in FIG. 6B. If the impact load exceeding the allowable load of the shock absorber 32 is transmitted to the coupling device anchor 40 via the coupling device 30 in the state where the containers 31 are engaged with each other, the coupling device anchor 40 is moved to the frame 211. The plastic deformation occurs earlier. For this reason, it is difficult for a large impact load to be transmitted to the underframe 211, the underframe 211 becomes difficult to be plastically deformed, and the cabin of the leading vehicle is less likely to be damaged.

なお、軌道内にトラックなどの障害物が停止しており、当該障害物に先頭車両201が衝突し(連結器31が障害物に衝突し)、連結装置30の許容荷重を超える衝突荷重が連結装置30に生じた場合、連結装置アンカー40が上述と同様に、台枠211よりも先に塑性変形する。このため、台枠211に大きな衝撃荷重が伝わりにくくなり、台枠211が塑性変形しにくくなって、先頭車両の客室などが損傷しにくくなる。   Note that an obstacle such as a truck is stopped in the track, the leading vehicle 201 collides with the obstacle (the coupler 31 collides with the obstacle), and a collision load exceeding the allowable load of the coupling device 30 is coupled. When it occurs in the device 30, the connecting device anchor 40 is plastically deformed prior to the frame frame 211 as described above. For this reason, it is difficult for a large impact load to be transmitted to the underframe 211, the underframe 211 becomes difficult to be plastically deformed, and the cabin of the leading vehicle is less likely to be damaged.

加えて、連結装置アンカー40は、その崩壊荷重が台枠11の崩壊荷重よりも小さく、連結装置30の許容荷重を超える衝撃荷重が加えられると塑性変形するほど、崩壊荷重が小さい。一般的に、崩壊荷重と剛性は概ね相関性があり、さらに本実施形態における連結装置アンカー40には強度低下部が形成され、その剛性が低くされている。このため、台枠11の崩壊荷重以上の崩壊荷重を有し剛性の高い従来の連結装置アンカーよりも、本実施形態における連結装置アンカー40の方が弾性変形しやすく、列車100の走行時などの鉄道車両間に生じる前後方向Aに作用する荷重を連結装置30とともに効果的に吸収することが可能となる。この結果、鉄道車両1〜3の客室18における前後方向Aの振動が小さくなり、乗り心地が向上する。   In addition, the collapse load of the coupling device anchor 40 is smaller than the collapse load of the frame 11, and the collapse load is smaller as the plastic device is deformed when an impact load exceeding the allowable load of the coupling device 30 is applied. In general, the collapse load and the rigidity are generally correlated, and the connecting device anchor 40 according to the present embodiment is formed with a strength reduction portion to reduce the rigidity. For this reason, the connecting device anchor 40 in the present embodiment is more easily elastically deformed than the conventional connecting device anchor having a collapse load greater than the collapse load of the underframe 11 and having high rigidity. A load acting in the front-rear direction A generated between railway vehicles can be effectively absorbed together with the connecting device 30. As a result, the vibration in the front-rear direction A in the cabins 18 of the railway vehicles 1 to 3 is reduced, and the riding comfort is improved.

連結装置アンカー40は、支持部42に孔43aが形成されることで、鉄道車両間に生じる衝撃荷重が緩衝装置32の許容荷重を超えるときに、台枠11よりも先に塑性変形するようにその崩壊荷重が調整されている。これにより、連結装置アンカー40が塑性変形しやすくするための強度低下部を容易に形成することができる。   The coupling device anchor 40 is formed so as to be plastically deformed before the base frame 11 when the impact load generated between the railway vehicles exceeds the allowable load of the shock absorber 32 by forming the hole 43a in the support portion 42. The collapse load is adjusted. Thereby, the strength reduction part for making the connecting device anchor 40 easy to carry out plastic deformation can be formed easily.

別の変形例として、支持部42に座ぐり等により板厚減少部を形成することで、連結装置アンカー40に強度低下部を形成してもよい。また、孔43aの形状は四角、多角形、円形など、どのような形状であってもよい。さらに板厚減少部の形状も同様な形状であってもよい。   As another modified example, the strength reduction portion may be formed on the coupling device anchor 40 by forming the plate thickness reduction portion on the support portion 42 by a spot face or the like. The shape of the hole 43a may be any shape such as a square, a polygon, or a circle. Furthermore, the shape of the plate thickness reducing portion may be the same shape.

以上、本発明の好適な実施の形態について説明したが、本発明は上述の実施の形態に限られるものではなく、特許請求の範囲に記載した限りにおいて様々な変更が可能なものである。例えば、上述の実施形態においては、取付部33を取付面41aに当接させた状態で両者をボルト及びナットで強固に固定し、連結装置アンカー40が塑性変形しても、連結装置アンカー40から連結装置30が外れない構成であったが、台枠11が塑性変形する前に、ボルトが破断されて連結装置30が連結装置アンカーから外れるような構成であってもよい。このように連結装置30が連結装置アンカーから外れるような構成であっても、ボルトが破断しなかった場合における冗長性を保つことができる。   The preferred embodiments of the present invention have been described above. However, the present invention is not limited to the above-described embodiments, and various modifications can be made as long as they are described in the claims. For example, in the above-described embodiment, even when the attachment portion 33 is in contact with the attachment surface 41a, both are firmly fixed with bolts and nuts, and even if the connection device anchor 40 is plastically deformed, Although it was the structure which the connection apparatus 30 does not remove | deviate, before the frame 11 plastically deforms, the structure where a volt | bolt is fractured | ruptured and the connection apparatus 30 remove | deviates from a connection apparatus anchor may be sufficient. Thus, even if it is the structure where the connection apparatus 30 remove | deviates from a connection apparatus anchor, the redundancy in the case where a volt | bolt does not fracture | rupture can be maintained.

また、上述の実施形態においては、連結装置アンカー40は、鉄道車両2の前端部及び後端部の両方に設けられているが、いずれか一方にだけ設けられていてもよい。   Moreover, in the above-mentioned embodiment, although the connection apparatus anchor 40 is provided in both the front-end part and the rear-end part of the rail vehicle 2, you may be provided only in either one.

また、乗り上げ防止装置50は設けられていなくてもよいし、連結装置アンカー40は鉄道車両2の乗り上げ防止装置50が他の鉄道車両1,3の乗り上げ防止装置50に噛み合う位置まで塑性変形不可能に構成されていてもよい。つまり、連結装置アンカー40は少しでも塑性変形可能に構成されていればよい。   Further, the climbing prevention device 50 may not be provided, and the connecting device anchor 40 cannot be plastically deformed to a position where the climbing prevention device 50 of the railway vehicle 2 meshes with the riding prevention devices 50 of the other railway vehicles 1 and 3. It may be configured. That is, the coupling device anchor 40 should just be comprised so that plastic deformation is possible even a little.

1,3,202 鉄道車両(他の鉄道車両)
2 鉄道車両
11,211 台枠
30 連結装置
31 連結器
32 緩衝装置
40 連結装置アンカー(被取付部)
41 取付板
42 支持部
43 支持板
43a 孔(穴)
51 板状部材
201 先頭車両(鉄道車両)
1,3,202 Railway vehicles (other railway vehicles)
2 Railway vehicles 11, 211 Underframe 30 Connecting device 31 Connecting device 32 Shock absorber 40 Connecting device anchor (attached part)
41 mounting plate 42 support part 43 support plate 43a hole (hole)
51 Plate-shaped member 201 Lead vehicle (railway vehicle)

Claims (3)

台枠と、前記台枠の前後方向の少なくとも一端部に設けられた被取付部と、前記被取付部に取り付けられ、他の鉄道車両と連結可能に構成された連結装置とを備えた鉄道車両において、
前記連結装置は、前記他の鉄道車両と連結するための連結器と、前記連結器と前記被取付部との間に配置され、前記前後方向の衝撃荷重を吸収する緩衝装置とを有しており、
前記被取付部は、前記前後方向に面し且つ前記前後方向における前記鉄道車両の外方側の面であって前記連結装置を取り付けるための取付面を有する取付板と、前記取付板と一体的に形成され、前記取付板の前記前後方向における前記鉄道車両の内方側の面から内方に向かって延在し前記台枠に固定された一対の支持板を有しており、
前記一対の支持板は、前記緩衝装置によって吸収可能な許容荷重を超える衝撃荷重が前記連結装置に生じたときに、前記台枠が塑性変形する前に塑性変形が生じるように構成された、強度が他の部位よりも小さい強度低下部を有していることを特徴とする鉄道車両。
Railway vehicle comprising a frame, a mounted portion provided at least at one end in the front-rear direction of the frame, and a connecting device mounted on the mounted portion and configured to be connectable to another rail vehicle In
The coupling device includes a coupler for coupling with the other railway vehicle, and a shock absorber that is disposed between the coupler and the attached portion and absorbs the impact load in the front-rear direction. And
The attached portion faces the front-rear direction and is an outer surface of the railway vehicle in the front-rear direction, and has an attachment plate for attaching the connecting device, and the attachment plate is integral with the attachment plate And has a pair of support plates that extend inward from the inner surface of the railway vehicle in the front-rear direction of the mounting plate and are fixed to the underframe,
The pair of support plates, when the impact load in excess of absorbable allowable load by the buffer device is caused to the connecting device, the underframe is constituted as plastic deformation occurs before the plastic deformation, strength The railway vehicle is characterized by having a strength reduction part smaller than other parts .
記強度低下部は、前記一対の支持板に穴が形成されることで構成されることを特徴とする請求項に記載の鉄道車両。 Before SL strength reduction portion, the railway vehicle according to claim 1, characterized in that it is constituted by holes formed in the pair of support plates. 連結された前記他の鉄道車両と対向する前記鉄道車両の対向面から突出し、上下方向に互いに離隔して配置された複数の板状部材をさらに備えており、
前記被取付部は、前記鉄道車両の前記複数の板状部材が前記他の鉄道車両の複数の板状部材と噛み合う位置まで、塑性変形可能に構成されていることを特徴とする請求項1又は2に記載の鉄道車両。
A plurality of plate-like members that protrude from the facing surface of the railway vehicle facing the other railway vehicle connected to each other and are spaced apart from each other in the vertical direction;
Wherein the attachment portion to a position where the plurality of plate-like members of the railway vehicle is engaged with a plurality of plate-like members of said other railway vehicle, according to claim 1 or characterized in that it is configured to be plastically deformable 2. The railway vehicle according to 2 .
JP2014249897A 2014-12-10 2014-12-10 Railway vehicle Active JP6374312B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2014249897A JP6374312B2 (en) 2014-12-10 2014-12-10 Railway vehicle

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2014249897A JP6374312B2 (en) 2014-12-10 2014-12-10 Railway vehicle

Publications (2)

Publication Number Publication Date
JP2016107936A JP2016107936A (en) 2016-06-20
JP6374312B2 true JP6374312B2 (en) 2018-08-15

Family

ID=56123003

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2014249897A Active JP6374312B2 (en) 2014-12-10 2014-12-10 Railway vehicle

Country Status (1)

Country Link
JP (1) JP6374312B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10967886B2 (en) * 2018-10-05 2021-04-06 Bombardier Transportation Gmbh Draft sill using a tension cable
AT522078B1 (en) * 2019-04-17 2020-08-15 Gabriel Konst E U Coupling adapter for a car body of a railroad car

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001260881A (en) * 2000-03-21 2001-09-26 Railway Technical Res Inst Mounting structure of coupling shock absorber
CN102438873B (en) * 2010-02-09 2014-07-02 川崎重工业株式会社 Vehicle equipment protection structure for railroad vehicle
CN103221290B (en) * 2010-09-20 2016-04-06 庞巴迪运输有限公司 For guideway vehicle there is compartment and the manufacture method thereof of unitor anchor fitting

Also Published As

Publication number Publication date
JP2016107936A (en) 2016-06-20

Similar Documents

Publication Publication Date Title
AU2009290832B2 (en) Vehicle front-end for mounting to the front face of a track-bound vehicle, in particular a rail vehicle
CN110758447B (en) Rail vehicle end part bearing energy absorption structure and rail vehicle
JP5821334B2 (en) Front underrun protector
EP3181425B1 (en) Railway vehicle provided with collision energy absorption structure
JP5179053B2 (en) Collision energy absorbing device and rail vehicle equipped with the same
RU2637833C2 (en) Rail vehicle with completely submersible coupling device
EP3181424B1 (en) Railway vehicle provided with collision energy absorption structure
WO2005085033A1 (en) Deformable frame for a vehicle cabin
JP4599017B2 (en) Automobile having shock absorbing structure to prevent overlap
AU2014277110B2 (en) Rail vehicle with deformation zone
JP6374312B2 (en) Railway vehicle
JP4261589B2 (en) Collision energy absorbing device and rail vehicle equipped with the same
JP2008126856A (en) Vehicle
CN203651909U (en) Unitary construction body with auxiliary frame
WO2015155871A1 (en) Cowcatcher and railroad vehicle provided with cowcatcher
CN110920650B (en) Front-end anti-collision structure of underframe of railway vehicle
CN108349543B (en) Vehicle and safety device for vehicle
CN210133184U (en) Auxiliary frame and vehicle with same
CN201800778U (en) Novel crumpling energy absorbing type subframe
JP2019025945A (en) Vehicular body front section structure for cab-over type vehicle
JP2000264203A (en) Method and structure for shock absorption of rolling stock
JP6325127B2 (en) Rail vehicle with shock absorber
JP2002293239A (en) Rolling stock
RU2253582C2 (en) Railway vehicle body
JP2005170269A (en) Vehicle body structure

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20170213

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20171220

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20171226

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20180206

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20180717

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20180719

R150 Certificate of patent or registration of utility model

Ref document number: 6374312

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250