JP2576731B2 - Railcar structure - Google Patents
Railcar structureInfo
- Publication number
- JP2576731B2 JP2576731B2 JP3308935A JP30893591A JP2576731B2 JP 2576731 B2 JP2576731 B2 JP 2576731B2 JP 3308935 A JP3308935 A JP 3308935A JP 30893591 A JP30893591 A JP 30893591A JP 2576731 B2 JP2576731 B2 JP 2576731B2
- Authority
- JP
- Japan
- Prior art keywords
- strength
- members
- outer plate
- cross beam
- blower
- 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.)
- Expired - Lifetime
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B61—RAILWAYS
- B61D—BODY DETAILS OR KINDS OF RAILWAY VEHICLES
- B61D17/00—Construction details of vehicle bodies
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Body Structure For Vehicles (AREA)
- Laminated Bodies (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は鉄道車両の構体の構造に
関する。 BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure of a railway vehicle structure.
Related.
【0002】[0002]
【従来の技術】従来の技術は、特願平1−339253
号に記載のように、側構体、屋根構体、床構体等の外板
に軽合金製のろう付けハニカムパネルを用い、骨部材を
パネルより車両内部側に配置した構造が知られている。2. Description of the Related Art The prior art is disclosed in Japanese Patent Application No. 1-339253.
As described in the above publication, a structure is known in which a brazing honeycomb panel made of a light alloy is used for an outer plate of a side structure, a roof structure, a floor structure, or the like, and a bone member is arranged on the vehicle interior side of the panel.
【0003】[0003]
【発明が解決しようとする課題】近年、鉄道車両の高速
化の要求が高まっている。鉄道車両の高速化にともな
い、軌道破壊や走行時における騒音の増大や動力費の
増、鉄道車両の走行速度に応じた軽量化が必要である。
従来、鉄製構体および軽合金製構体においては、外板
部材および骨部材の薄肉化による軽量化が図られている
が、部材の強度及び剛性の面から軽量化の限界がある。
また、外板部材に軽合金製のハニカムパネルを用い、骨
部材との溶接構造を採用したものがあるが、車体断面の
曲率の変化する箇所やパネルの接合部において局部的に
応力が集中し、補強部材を必要とするため軽量化の妨げ
になることがあった。In recent years, there has been an increasing demand for higher speed railway vehicles. With the speeding up of railway vehicles, it is necessary to increase the noise and power costs during track destruction and traveling, and to reduce the weight according to the traveling speed of the railway vehicles.
Conventionally, in an iron structure and a light alloy structure, weight reduction has been achieved by reducing the thickness of an outer plate member and a bone member, but there is a limit to weight reduction in terms of strength and rigidity of the member.
In addition, there is a case that uses a honeycomb panel made of light alloy for the outer panel member and adopts a welded structure with a bone member.However, stress concentrates locally at the place where the curvature of the cross section of the vehicle body changes or at the joint of the panel. In addition, since a reinforcing member is required, it may hinder weight reduction.
【0004】鉄道車両が高速でトンネル内を走行する
際、車内外圧力差が急激に変化することが知られてい
る。特に、車両同士がトンネル内ですれ違う場合には、
大きな圧力変動が短時間に発生する。200 km/h以上
の高速で走行する車両は、このような圧力変動が車内に
伝播して乗客に不快感を与えないようにするために、気
密構造になっている。[0004] It is known that when a railway vehicle travels in a tunnel at high speed, the pressure difference between the inside and outside of the vehicle rapidly changes. Especially when vehicles pass each other in a tunnel,
Large pressure fluctuations occur in a short time. A vehicle traveling at a high speed of 200 km / h or more has an airtight structure in order to prevent such pressure fluctuations from propagating inside the vehicle and causing discomfort to passengers.
【0005】したがって、車両の構体は、乗客、各種機
器の荷重と構体の自重および上述した車内外圧力差によ
る荷重にさらされることになる。このため、構体の剛性
および圧力荷重に対する強度向上を図らなければならな
い。ところが、構体の剛性および強度の向上を図ること
と軽量化を図ることとは相反する関係にあり、実現する
のが困難な状況にある。Therefore, the structure of the vehicle is exposed to the loads of the passengers, various devices, the weight of the structure, and the above-mentioned load difference between the inside and outside of the vehicle. For this reason, it is necessary to improve the rigidity of the structure and the strength against the pressure load. However, improving the rigidity and strength of the structure and reducing the weight are in conflict with each other, and are difficult to achieve.
【0006】本発明の目的は、積層パネルを用いた鉄道
車両の構体の台枠において、台枠を小型にすると共に強
度を向上できる構造を提供することにある。An object of the present invention is to provide a railway using laminated panels.
It is an object of the present invention to provide a structure that can reduce the size of the underframe and improve the strength of the underframe of the vehicle structure .
【0007】[0007]
【0008】[0008]
【0009】[0009]
【0010】[0010]
【0011】[0011]
【0012】[0012]
【課題を解決するための手段】上記目的は、2枚の表材
と、該2枚の表材の間に配置した芯材と、該2枚の表材
の間において該表材の縁部に配置した結合用部材と、か
らなり、前記2枚の表材に、前記芯材および前記結合用
部材をろう付けして積層パネルを構成しており、複数の
前記積層パネルの前記結合部材同士を溶接して構成した
鉄道車両構体において、前記複数の積層パネルによっ
て、台枠の床板を構成しており、 該台枠の床板の前記積
層パネル同士の溶接部において、一方の前記積層パネル
の前記結合用部材と他方の積層パネルの前記結合用部材
との間に横梁を配置しており、 該横梁の上端は前記各積
層パネルの上方の表材側の前記結合用部材の上方のフラ
ンジに溶接しており、 前記横梁の下端は前記各積層パネ
ルの下方の表材よりも下方に位置しており、該下方の表
材側の前記結合用部材の他方のフランジを前記横梁に溶
接すること、によって達成できる。An object of the present invention is to provide two surface materials, a core material disposed between the two surface materials, and an edge of the surface material between the two surface materials. And a brazing panel, wherein the core member and the coupling member are brazed to the two surface materials to form a laminated panel, and the coupling members of the plurality of laminated panels are connected to each other. Was constructed by welding
In a railway vehicle structure , the plurality of laminated panels
To form a floor plate of an underframe, and
One of the laminated panels in a weld between the layer panels
The coupling member of the above and the coupling member of the other laminated panel
A cross beam is disposed between the cross beam and the upper end of the cross beam .
The flag above the joining member on the front material side above the layer panel
And the lower end of the cross beam is
Is located below the surface material below the
Melt the other flange of the joining member on the material side to the cross beam.
Can be achieved by touching .
【0013】[0013]
【0014】[0014]
【0015】[0015]
【0016】[0016]
【0017】[0017]
【0018】[0018]
【0019】[0019]
【0020】[0020]
【作用】横梁の上部は積層パネルの一方の表材側の結合
用部材と他方の表材側の結合部材に結合されている。横
梁の一端から他端までの長さは積層パネルの厚さ方向の
曲げに対する強度として、横梁の一端から他端までの長
さに所定距離が必要であるとき、横梁は積層パネルに重
なっているので、前記他方の表材側からの横梁の突出量
を小さくでき、全体として小型にできるものである。ま
た、結合部材の曲がりを防止できるものである。 The upper portion of the cross beam is connected to a connecting member on one side of the laminated panel and a connecting member on the other side of the laminated panel. side
As strength length from one end of the beam to the other against bending in the thickness direction of the laminated panel, when it is necessary predetermined distance in the length from one end of the cross beam to the other, cross beams are overlapped in the lamination panel Therefore, the amount of protrusion of the cross beam from the other surface material can be reduced, and the overall size can be reduced. Further, it is possible to prevent the bending of the coupling member.
【0021】[0021]
【0022】[0022]
【0023】[0023]
【0024】[0024]
【0025】[0025]
【実施例】まず、本発明の一実施例を図1、2によって
説明する。同図において、10は鉄道車両構体であり、
側構体20、台枠30、屋根構体40および妻構体50
から構成されている。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS First, an embodiment of the present invention will be described with reference to FIGS. In the figure, reference numeral 10 denotes a railway vehicle structure,
Side structure 20, underframe 30, roof structure 40, and wife structure 50
It is composed of
【0026】前記側構体20は、腰板21、幕板22、
吹寄せ23から構成されており、それぞれ後述する積層
構造の外板部材60を組合せ接合した構造で、車体にお
いて使用する部位により前述のような名称となってい
る。前記腰板21および幕板22は、側構体20の窓開
口部の上方および下方位置に配置される。また、前記吹
寄せ23は、該腰板21および幕板22の間に設置され
る。前記側構体20は、前記台枠30の側梁31の上面
から後述する屋根構体40の車体周方向端部までが一体
として構成される。個々の外板部材60の車体長手方向
の寸法は、側構体20を車体長手方向について複数に分
割した長さとなっている。側構体20は、個々の外板部
材60を車体長手方向に並べそれぞれを溶接接合して腰
板21及び幕板22の各ブロックを作り、吹寄せ23を
介してそれぞれを溶接することによって組み立てられ
る。The side structure 20 includes a waist plate 21, a curtain plate 22,
It is composed of the blowers 23, and has a structure in which outer plate members 60 having a laminated structure described later are combined and joined, and has the above-mentioned names depending on the parts used in the vehicle body. The waistboard 21 and the curtain plate 22 are arranged above and below the window opening of the side structure 20. Further, the blower 23 is installed between the waistboard 21 and the curtain plate 22. The side structure 20 is integrally formed from the upper surface of the side beam 31 of the underframe 30 to an end of the roof structure 40 in the vehicle body circumferential direction described later. The length of each outer plate member 60 in the vehicle body longitudinal direction is a length obtained by dividing the side structure 20 into a plurality in the vehicle body longitudinal direction. The side structure 20 is assembled by arranging the individual outer plate members 60 in the longitudinal direction of the vehicle body and welding them to form respective blocks of the waist plate 21 and the curtain plate 22, and welding them through the blower 23.
【0027】31は前記台枠30を構成する側梁で、台
枠30の車体幅方向両端部において車体長手方向に引通
して配置される。32は平行に配置された前記側梁31
の間に、車体幅方向に引き通して設置される横梁であ
り、その両端を側梁31の側面31aに接合している。
また、該横梁32は、前記側梁31の間に、車体長手方
向に所定のピッチで平行に配置されている。33は前記
横梁32の上に設置される床板である。床板33は、後
述する積層構造部材製である。該床板33を車体長手方
向に複数並べ、図10、11に示すように横梁32を介
して接合するとともに、各床板33は側梁31の車体幅
方向垂直断面の内側の側面31aに接合されることによ
り台枠30が構成される。また、隣接した床板33を横
梁32にその端部を突合せ、各床板33同士および各床
板33を横梁32に接合している配置されている。Numerals 31 are side beams forming the underframe 30, and are disposed at both ends in the vehicle width direction of the underframe 30 so as to be penetrated in the longitudinal direction of the vehicle. 32 is the side beam 31 arranged in parallel
The cross beam is installed so as to pass through in the vehicle body width direction, and both ends thereof are joined to the side surface 31 a of the side beam 31.
The cross beams 32 are arranged between the side beams 31 in parallel with a predetermined pitch in the longitudinal direction of the vehicle body. 33 is a floor plate installed on the cross beam 32. The floor plate 33 is made of a laminated structural member described later. A plurality of the floor boards 33 are arranged in the longitudinal direction of the vehicle body and are joined via the cross beams 32 as shown in FIGS. 10 and 11, and each floor board 33 is joined to the inner side surface 31a of the side beam 31 in the vertical cross section in the vehicle width direction. Thereby, the underframe 30 is configured. In addition, the adjacent floor plates 33 are arranged such that the ends thereof abut against the cross beams 32, and the respective floor plates 33 and the respective floor plates 33 are joined to the cross beams 32.
【0028】前記屋根構体40は、後述する積層構造の
外板部材60を組合せ接合した構造である。屋根構体4
0は、構体10の両側面をなす側構体20と後述する両
端面をなす妻構体50の上部の間を一体のブロックとし
て構成される。個々の外板部材60の車体長手方向と幅
方向の寸法は、屋根構体40を車体長手方向および幅方
向について複数に分割した長さおよび幅になっている。
なお、図1および図2に示した車両構体10において
は、複数の外板部材60を車体長手方向に並べて接合し
た屋根構体40を構成しているが、外板部材60が小さ
い場合には、車体長手方向および車体幅方向にそれぞれ
並べて接合し屋根構体40を構成してもよい。屋根構体
40は、個々の外板部材60を車体長手方向および幅方
向に並べ溶接接合して、屋根構体40のブロックを作
り、側構体20と妻構体50に溶接することによって組
立てられる。The roof structure 40 has a structure in which outer plate members 60 having a laminated structure described later are combined and joined. Roof structure 4
Reference numeral 0 denotes an integrated block between the side structure 20 forming both side surfaces of the structure 10 and the upper part of the end structure 50 forming both end surfaces described later. The dimensions of the individual outer plate members 60 in the vehicle body longitudinal direction and the width direction are lengths and widths obtained by dividing the roof structure 40 into a plurality of parts in the vehicle body longitudinal direction and the width direction.
In the vehicle structure 10 shown in FIGS. 1 and 2, the roof structure 40 in which a plurality of outer plate members 60 are arranged and joined in the longitudinal direction of the vehicle body is configured. However, when the outer plate members 60 are small, The roof structure 40 may be configured by joining and juxtaposed in the vehicle body longitudinal direction and the vehicle body width direction. The roof structure 40 is assembled by arranging the individual outer panel members 60 in the longitudinal direction and the width direction of the vehicle body and welding them together to form a block of the roof structure 40, and welding the blocks to the side structure 20 and the end structure 50.
【0029】前記妻構体50は、従来車両の骨部材に外
板を溶接した構造とすることもできるが、ここでは後述
する積層構造の外板部材60を用いた場合を説明する。
これはトンネル内走行時における耐圧性が、特に問題に
なる場合に有効である。車体形状を球形に近づけて行く
と車体の耐圧性が向上されるが、妻構体50は車体同士
の連結部に当るため垂直断面になっている。このため、
妻構体50の中央部における変位量は、他の部位に比べ
て大きい。したがって、後述する外板部材60の特性を
発揮できる。妻構体50は、構体10の両端面を構成
し、側構体20、台枠30、屋根構体40の端部を一体
として構成される。外板部材60は、妻構体50の貫通
路51の上部および左右に配置し、妻構体50が構成さ
れる。The wives structure 50 may have a structure in which an outer plate is welded to a bone member of a conventional vehicle. Here, a case in which an outer plate member 60 having a laminated structure described later is used will be described.
This is effective when the pressure resistance during traveling in the tunnel is particularly problematic. When the shape of the vehicle body is made closer to a sphere, the pressure resistance of the vehicle body is improved. However, the end structure 50 has a vertical cross section because it hits a connecting portion between the vehicle bodies. For this reason,
The amount of displacement at the center of the wife structure 50 is larger than at other parts. Therefore, characteristics of the outer plate member 60 described later can be exhibited. The wife structure 50 constitutes both end surfaces of the structure 10, and the side structure 20, the underframe 30, and the end of the roof structure 40 are integrally formed. The outer plate members 60 are arranged above the through-passage 51 of the wife structure 50 and on the left and right sides to form the wife structure 50.
【0030】以上のような構成において、構体10の組
立方法を説明する。構体10は、側構体20、台枠3
0、屋根構体40および妻構体50をそれぞれ個別に製
作し、これらを互いに接合して完成させる。まず、台枠
30の車体幅方向の両側の上面すなわち側梁31の上部
に側構体20を垂直に配置し、かつ、該台枠30の車体
長手方向両端部の上面に妻構体50をそれぞれ配置す
る。そして、前記台枠30と側構体20および台枠30
と妻構体50を接合する。また、同時に前記側構体20
と妻構体50を接合する。この二つの側構体20および
二つの妻構体50の上に屋根構体40を載せ、該屋根構
体40と前記二つの側構体20および二つの妻構体50
をそれぞれ接合する。このようにして、構体10は組み
立てられる。A method of assembling the structure 10 in the above configuration will be described. The structure 10 includes a side structure 20, an underframe 3
0, the roof structure 40 and the wife structure 50 are individually manufactured, and these are joined together to complete. First, the side structures 20 are vertically arranged on the upper surface on both sides of the underframe 30 in the vehicle width direction, that is, on the upper portions of the side beams 31, and the end structures 50 are respectively arranged on the upper surfaces of both ends in the vehicle body longitudinal direction of the underframe 30. I do. The underframe 30, the side structure 20, and the underframe 30
And the wife structure 50 are joined. At the same time, the side structure 20
And the wife structure 50 are joined. The roof structure 40 is placed on the two side structures 20 and the two wife structures 50, and the roof structure 40, the two side structures 20 and the two wife structures 50 are placed.
To each other. Thus, the structure 10 is assembled.
【0031】つぎに、図3、4について説明する。外板
部材60は、表材61および62、該表材61および6
2の間に設置される芯材63、強度用部材64、補強用
部材65、さらにこれらの外周端に配置した結合用部材
66とから構成されている。強度用部材64は、基本的
には結合部材66間に引き通して配置され、該各結合部
材をつなぐように配置される。ただし、強度用部材64
同士を交差するように配置した場合には、該強度用部材
64同士は該交差部で結合される。また、補強用部材6
5は、隣接した強度用部材64間および強度用部材64
と結合用部材66間をつなぐように設置される。なお、
強度用部材64が外板部材60自体の厚さ方向に湾曲し
ている場合すなわち外板部材60自体が湾曲している場
合で、前記芯材63が板材を折り曲げて構成するハニカ
ムコアの場合には、該ハニカムコアのL方向67aは前
記強度用部材64に直交する方向とする。言い替えれ
ば、外板部材60が湾曲している方向に対して、前記芯
材63であるハニカムコアはそのL方向67aを直交す
る方向に配置する。ただし、ハニカムコアをその板状素
材を台形接続部で接続して曲面状に形成すれば、外板部
材60の湾曲方向に対して平行に配置することもでき
る。Next, FIGS. 3 and 4 will be described. The outer plate member 60 is composed of surface materials 61 and 62, and the surface materials 61 and 6.
2, a core member 63, a strength member 64, a reinforcing member 65, and a coupling member 66 disposed at an outer peripheral end thereof. The strength member 64 is basically disposed so as to be drawn between the coupling members 66, and is disposed so as to connect the respective coupling members. However, the strength member 64
When they are arranged so as to intersect each other, the strength members 64 are joined at the intersection. Also, the reinforcing member 6
5 is between adjacent strength members 64 and strength members 64
And the connecting member 66. In addition,
When the strength member 64 is curved in the thickness direction of the outer plate member 60 itself, that is, when the outer plate member 60 itself is curved, and when the core material 63 is a honeycomb core formed by bending a plate material, The L direction 67a of the honeycomb core is a direction orthogonal to the strength member 64. In other words, the honeycomb core or the honeycomb core 63 is arranged in a direction orthogonal to the L direction 67a with respect to the direction in which the outer plate member 60 is curved. However, if the honeycomb core is formed into a curved shape by connecting its plate-shaped material at a trapezoidal connection portion, the honeycomb core can be arranged in parallel to the bending direction of the outer plate member 60.
【0032】外板部材60は、表材61、62が芯材6
3により一定以上の厚さが離隔され、それぞれの芯材6
3が密に支持されているため、単なる平板に比べて曲げ
および剪断剛性が高い。前記外板部材60としては、例
えば軽合金製の表材61、62、芯材63として六角格
子状のハニカムコア、強度用部材64、補強用部材65
をろう付けしたハニカムパネル材が用いられる。前記ハ
ニカムコアは二枚の表材間で連通した複数のセルを有す
る構成となっている。前記軽合金製の芯材63に代え
て、格子状或いはその他の連続性のある形状に形成した
軽合金製もしくは樹脂製の薄板或は発泡材を用い接着に
よって接合してもよい。これらのパネル同士の接合は、
溶接時の温度上昇を考慮した熱硬化形の樹脂および接着
剤を用いる必要がある。また、結合用部材の接合フラン
ジ部を伸ばすことも有効であり、溶接による熱影響を防
止できる。なお、表材としてステンレス鋼を用い、芯材
として軽合金製材料を用いる組合せ等異種金属材料を組
み合わせても良い。The outer plate member 60 is formed such that the surface materials 61 and 62 are made of the core material 6.
3, the core material 6 is separated by a certain thickness or more.
3 are tightly supported and have higher bending and shear stiffness than a simple flat plate. The outer plate member 60 includes, for example, light alloy front members 61 and 62, a hexagonal lattice-shaped honeycomb core as a core member 63, a strength member 64, and a reinforcing member 65.
Is used. The honeycomb core has a configuration having a plurality of cells communicating between two surface materials. Instead of the light alloy core 63, a light alloy or resin thin plate or foam material formed in a lattice or other continuous shape may be used for bonding by bonding. The joining of these panels is
It is necessary to use a thermosetting resin and an adhesive in consideration of a rise in temperature during welding. It is also effective to extend the joining flange portion of the joining member, and it is possible to prevent the influence of heat due to welding. In addition, you may combine different metal materials, such as the combination which uses stainless steel as a surface material and the material made from a light alloy as a core material.
【0033】前記強度用部材64は、それ自体が平板状
に形成されており、表材に対してその幅方向が直交する
ように配置される。さらに、該強度用部材64の長手方
向は、パネル内で車体の周方向に合わせて配置されてい
る。したがって、外板部材60が平面状でなく、車体形
状に合わせた曲面の場合には、強度用部材64を平板か
ら扇形状に切断することにより容易に、かつ、精度良く
製作できる。強度的にも平板状の強度用部材64を芯材
63が密に保持しているので、該強度用部材64の倒れ
がなく、曲げ剛性を十分確保できる。また、強度用部材
の形状としては、前記板状以外にU字型或いはロ字型の
型材を用いることも考えられる。これらの型材の場合に
は、全体を極端に曲げることはできないが、断面形状を
損なうこと無く曲げることは可能であり、これらの型材
を用いても良い。なお、これらの型材においては、曲げ
加工に伴う寸法制度の低下は機械加工によって避けるこ
とができる。これにより、強度用部材として前記のよう
な型材を用いることも可能である。以上のように構成さ
れた構体10の車内外圧力差が変動した場合、外板部材
60が車内の圧力を一定に保つ気密壁となる。The strength member 64 itself is formed in a flat plate shape, and is disposed so that its width direction is orthogonal to the surface material. Further, the longitudinal direction of the strength member 64 is arranged in the panel so as to correspond to the circumferential direction of the vehicle body. Therefore, in the case where the outer plate member 60 is not flat but has a curved surface conforming to the shape of the vehicle body, the strength member 64 can be easily and accurately manufactured by cutting the flat plate into a fan shape. In terms of strength, since the core member 63 holds the plate-shaped strength member 64 densely, the strength member 64 does not fall down, and sufficient bending rigidity can be secured. As the shape of the strength member, a U-shaped or square-shaped member other than the plate-shaped member may be used. In the case of these molds, the whole cannot be bent extremely, but it is possible to bend without damaging the cross-sectional shape, and these molds may be used. In these mold members, a reduction in dimensional accuracy due to bending can be avoided by machining. Thereby, it is also possible to use the above-mentioned mold material as a member for strength. When the pressure difference inside and outside the vehicle of the structure 10 configured as described above fluctuates, the outer plate member 60 becomes an airtight wall that keeps the pressure inside the vehicle constant.
【0034】図5に芯材63の配置を示す。芯材63
は、波型形状の板をL方向67aに六角形のセル68を
形成するように重ね合わせ、それらの隙間をろう材69
にて接合する構造になっている。該芯材63を用いた積
層パネルの場合、前記芯材63のL方向67aすなわち
板材の連続している方向は、W方向67bすなわち前記
L方向に直角な方向に比べて約6割程度剪断強度が高
い。これは、芯材63の配列の相違によるものである。FIG. 5 shows the arrangement of the core material 63. Core material 63
Are superimposed on the corrugated plate so as to form hexagonal cells 68 in the L direction 67a.
It is structured to be joined by. In the case of a laminated panel using the core material 63, the shear strength of the core material 63 in the L direction 67a, that is, the direction in which the plate material is continuous is about 60% as compared with the W direction 67b, that is, the direction perpendicular to the L direction. Is high. This is due to the difference in the arrangement of the core members 63.
【0035】さらに、補強用部材65は、強度用部材6
4に対して60°、結合用部材66に対して、30°を
成す角度に設置すると、外板部材60の芯材63が個々
の芯材63の山63aもしくは谷63bで切断できるの
で、芯材63の形態を2種類に標準化することができ
る。また、補強用部材65は強度用部材64に対して3
0°、結合用部材66に対して60°を成す角度に設置
すると、外板部材60の芯材63が個々の芯材63の山
63aの中間で切断できるので、芯材63の形態を1種
類に標準化することができる。Further, the reinforcing member 65 includes the strength member 6.
4 and 60 with respect to the coupling member 66, the core 63 of the outer plate member 60 can be cut at the peaks 63a or valleys 63b of the individual cores 63. The form of the material 63 can be standardized to two types. Further, the reinforcing member 65 is 3
When it is installed at an angle of 0 ° and 60 ° with respect to the coupling member 66, the core 63 of the outer plate member 60 can be cut in the middle of the ridges 63a of the individual cores 63. Can be standardized into types.
【0036】図6において、前記外板部材60は、その
外周端に結合用部材66を設け、これを介して、他の外
板部材60と結合する構造になっている。このため、表
材61、62同士を直接結合する場合に比べて、接合部
分の強度低下を防止できる。In FIG. 6, the outer plate member 60 has a structure in which a connecting member 66 is provided on the outer peripheral end thereof, and is connected to another outer plate member 60 via this. For this reason, compared with the case where the front members 61 and 62 are directly joined to each other, it is possible to prevent a decrease in the strength of the joint portion.
【0037】また、強度用部材64は、従来の側柱、垂
木等に相当するものを積層構造の一部として表材61、
62の間に設置したものである。前記強度用部材64
は、特に車体内外気圧差による荷重を考慮して、車両構
体10の垂直断面の周方向に配置する必要がある。As the strength member 64, a material equivalent to a conventional side pillar, rafter, or the like is used as a part of the laminated structure to form the front material 61,
It is installed between 62. The strength member 64
It is necessary to dispose the vehicle structure 10 in the circumferential direction of the vertical section of the vehicle structure 10 in consideration of a load due to a pressure difference between the inside and outside of the vehicle body.
【0038】すなわち、腰板21,幕板22および吹寄
せ23においては、強度用部材64が側構体20の垂直
方向に引き通して配置される。なお、該強度用部材64
は、前述のように表材に対して直行するように配置され
る。前記幕板22の強度用部材64の幅方向の縁の曲率
半径は、腰板21および吹寄せ23の強度用部材64の
縁の曲率半径よりも小さくなっている。また、幕板22
の強度用部材64の幅方向の縁の曲率半径は、屋根構体
40に近づくに従って該曲率半径が短くなる方向に変化
している。このように外板部材60においては、内部に
設置する強度用部材64の幅方向の縁の曲面を円弧状の
曲面或いは曲率の異なる曲面等任意に形成して積層パネ
ルを形成することができる。That is, in the waist plate 21, the curtain plate 22, and the blower 23, the strength member 64 is disposed so as to extend in the vertical direction of the side structure 20. The strength member 64
Are arranged so as to be orthogonal to the surface material as described above. The radius of curvature of the edge in the width direction of the strength member 64 of the curtain plate 22 is smaller than the radius of curvature of the edge of the strength member 64 of the waist plate 21 and the blower 23. Also, the curtain 22
The radius of curvature of the edge of the strength member 64 in the width direction changes in a direction in which the radius of curvature becomes shorter as approaching the roof structure 40. As described above, in the outer panel member 60, the laminated panel can be formed by arbitrarily forming the curved surface of the edge in the width direction of the strength member 64 installed therein, such as an arc-shaped curved surface or a curved surface having a different curvature.
【0039】屋根構体40においては、強度用部材64
が該屋根構体40の幅方向に引き通して配置されてい
る。すなわち、前記強度用部材64が従来の垂木に相当
するように配置されている。そして、構体10について
見ると、図7に示すように各外板部材60同士の強度用
部材64が同一断面線上となるようにそれぞれ配置され
ている。なお、図7は各外板部材60同士の配置とそれ
ぞれの内部構造の関係を判り易くするため、表面の表材
を無視して作図している。すなわち、屋根構体40と前
記腰板21,幕板22および吹寄せ23の各強度用部材
64を車体の周方向に連なるように該各外板部材60が
配置されている。したがって、前記各強度用部材64に
荷重を分担させることができる。すなわち、各強度用部
材64が車体幅方向両側の側梁間に配置されたリング状
の強度部材となるため、構体10に作用する圧力変動に
対して十分な強度を発揮することができる。In the roof structure 40, the strength member 64
Are arranged to pass through in the width direction of the roof structure 40. That is, the strength member 64 is arranged so as to correspond to a conventional rafter. And when it comes to the structure 10, as shown in FIG. 7, the strength members 64 of the respective outer plate members 60 are arranged so as to be on the same sectional line. FIG. 7 is drawn ignoring the surface material of the surface in order to make it easy to understand the relationship between the arrangement of the outer plate members 60 and the respective internal structures. That is, the outer plate members 60 are arranged so that the roof structure 40 and the strength members 64 of the waist plate 21, the curtain plate 22, and the blower 23 are connected in the circumferential direction of the vehicle body. Therefore, the load can be shared by the strength members 64. That is, since each strength member 64 is a ring-shaped strength member arranged between the side beams on both sides in the vehicle body width direction, sufficient strength can be exerted against pressure fluctuations acting on the structure 10.
【0040】さらに補強用部材65を、強度用部材64
と結合用部材66、もしくは強度用部材64同士を結合
するように設置することにより、各外板部材60同士の
結合部である溶接線27の荷重を分散させ、応力集中を
緩和することができる。すなわち、前記強度用部材64
を各外板部材60の内部に設置することにより、該外板
部材60においては結合部材66と該強度用部材64が
種々の力を伝達することになる。したがって、該強度用
部材64と結合部材66との接合部には、応力が集中す
る可能性が高い。そこで、前記補強用部材65を前述の
ように設けることにより、前記力を分散させて伝達する
ことができ、応力集中を防止することができる。このこ
とは、結合部材66の厚さの低減による軽量化或いは構
体10全体の強度向上につながる。Further, the reinforcing member 65 is replaced with the strength member 64.
By disposing the connecting members 66 or the strength members 64 so as to connect with each other, the load of the welding line 27 which is a connecting portion between the respective outer plate members 60 can be dispersed, and the stress concentration can be reduced. . That is, the strength member 64
Is installed inside each outer plate member 60, in the outer plate member 60, the coupling member 66 and the strength member 64 transmit various forces. Therefore, there is a high possibility that stress is concentrated at the joint between the strength member 64 and the coupling member 66. Therefore, by providing the reinforcing member 65 as described above, the force can be dispersed and transmitted, and stress concentration can be prevented. This leads to weight reduction by reducing the thickness of the coupling member 66 or improvement in the strength of the entire structure 10.
【0041】前記曲面形状の外板部材60の製作状況を
説明する。必要な曲面に支持面が形成された下型の上に
表材61を載せ、該表材61に上に折り曲げられた複数
の芯材63,強度用部材64および補強用部材65を載
せる。そして、これらの各部材相互の位置決めを行う
が、強度用部材64および補強用部材65は縁がそれぞ
れ曲面に形成されているため、前記型への位置決めを正
確に行う。これらの上に表材62を乗せ、上型を置く。
このような状態で、前記各部材を例えばろう付けによっ
て接合するのであれば、真空炉内で加温しながら前記上
下の型で加圧して接合を行う。なお、ろう付けのろう材
は表材61,62のパネル内面側,芯材63,強度用部
材64および補強用部材65の表面にそれぞれクラッド
されている。前記表材61,62は予め曲面状に曲げら
れていれば、作業性は向上される。The manufacturing condition of the curved outer plate member 60 will be described. A surface material 61 is placed on a lower mold having a support surface formed on a necessary curved surface, and a plurality of core materials 63, a strength member 64, and a reinforcing member 65 folded upward are placed on the surface material 61. These members are positioned with respect to each other. Since the edges of the strength member 64 and the reinforcing member 65 are formed as curved surfaces, the positioning with respect to the mold is performed accurately. The surface material 62 is placed on these, and the upper mold is placed.
In such a state, if the members are joined by, for example, brazing, the members are joined by pressurizing the upper and lower molds while heating in a vacuum furnace. The brazing filler metal is clad on the inner surfaces of the panels 61 and 62, the core 63, the strength member 64 and the reinforcing member 65, respectively. If the surface materials 61 and 62 are previously bent into a curved surface, workability is improved.
【0042】また、本発明の外板部材60を用いること
により、車両構体10の内側10aを平滑化することが
でき、従来側柱、垂木等によって取付位置の制約を受け
ていた内装材取付金具の配置の自由度を広げることがで
き、内装材取付金具又は内装材及び内装構造を標準化す
ることができる。Further, by using the outer plate member 60 of the present invention, the inner side 10a of the vehicle structure 10 can be smoothed, and the mounting member of the interior material has been conventionally restricted in the mounting position by side pillars, rafters and the like. The degree of freedom of arrangement can be expanded, and the interior material mounting bracket or interior material and interior structure can be standardized.
【0043】以下、個々の構体に外板部材60を使用し
た場合について詳細に説明をする。図6において、側構
体20には、構体10自体の自重、台枠30から伝わる
該台枠30の下面に設置される各種機器ならびに乗客等
による垂直荷重と、車内外圧力変動による荷重が作用す
る。これらの荷重に対して前記側構体20は、前述の外
板部材60を主体に構成されているため、十分な面外曲
げ剛性及び剪断剛性を有する。すなわち、前記外板部材
60は、各表材を芯材によって相互にずれないように接
合していることから面外曲げ剛性が高く、構体10とし
て十分な剛性を確保することができる。また、各外板部
材60は、その内部に前記強度用部材64を内蔵してい
ることから、表材と芯材を組み合わせた通常の積層パネ
ルよりも面外強度が高く、その強度は通常の積層パネル
表面に骨部材を設置したものと同等以上になる。詳述す
ると、外板部材60の強度用部材64は、その両面を芯
材で支えられているため、比較的薄いものであっても座
屈し難く、積層パネル表面に設置される板厚の厚い型材
と同等の強度を発揮することができる。したがって、前
記強度用部材64と同一断面積を有する型材を積層パネ
ルに接合した場合よりも剛性を向上させることができ
る。さらに、前記強度用部材64は、外板部材60が曲
面状に形成されていも前述のように剛性向上が図れる。
したがって、前記側構体20は変形を生じにくく、前記
荷重に対して十分に耐えうる。Hereinafter, the case where the outer plate member 60 is used for each structure will be described in detail. In FIG. 6, the side structure 20 is subjected to the weight of the structure 10 itself, vertical loads transmitted from the frame 30 to various devices installed on the lower surface of the frame 30, passengers and the like, and a load due to pressure fluctuation inside and outside the vehicle. . For these loads, the side structure 20 has a sufficient out-of-plane bending stiffness and a sufficient shear stiffness because the side structure 20 is mainly composed of the outer plate member 60 described above. In other words, the outer plate member 60 has a high out-of-plane bending rigidity because the outer members are joined to each other by the core material so as not to be displaced from each other, so that sufficient rigidity as the structure 10 can be secured. Further, since each of the outer plate members 60 has the strength member 64 built therein, the outer plate member 60 has a higher out-of-plane strength than a normal laminated panel in which a surface material and a core material are combined, and the strength is a normal strength. It is equal to or greater than that of a bone panel installed on the surface of the laminated panel. More specifically, since the strength member 64 of the outer plate member 60 is supported on both sides by the core material, even if it is relatively thin, it is difficult to buckle, and the thickness of the plate installed on the surface of the laminated panel is large. It can exhibit the same strength as the mold material. Therefore, the rigidity can be improved as compared with the case where a mold having the same cross-sectional area as the strength member 64 is joined to the laminated panel. Further, the strength member 64 can improve rigidity as described above even if the outer plate member 60 is formed in a curved surface shape.
Therefore, the side structure 20 is less likely to be deformed and can sufficiently withstand the load.
【0044】さらに、強度上必要とされる窓周辺部に
は、強度用部材64、補強用部材65を配置しているた
め、局部的な応力集中の少ない車両構体10が得られ
る。さらに、構体10を構成する各外板部材のうち腰板
21,幕板22,吹寄せ23および屋根構体40を構成
する外板部材のそれぞれを、車体長手方向について強度
用部材64、補強用部材65の配置が同一になるように
標準化して構体10の設計を行なえば、前記外板部材6
0のコスト低減を図ることができる。なお、腰板21と
幕板22は、その寸法関係を同様にして同一の外板部材
としても良い。Further, since the strength member 64 and the reinforcing member 65 are arranged in the vicinity of the window which is required for strength, the vehicle structure 10 with less local stress concentration can be obtained. Further, the waistboard 21, the curtain plate 22, the blower 23 and the outer plate members forming the roof structure 40 among the outer plate members forming the structure 10 are respectively replaced with the strength member 64 and the reinforcing member 65 in the longitudinal direction of the vehicle body. If the structure 10 is designed by standardizing the arrangement so as to be the same, the outer plate member 6
0 cost reduction can be achieved. The waist plate 21 and the curtain plate 22 may have the same dimensional relationship and may be the same outer plate member.
【0045】図7は前記屋根構体40、腰板21、幕板
22、吹寄せ23および台枠部の側梁31の配置を示し
ている。屋根構体40、幕板22、吹寄せ23、腰板2
1を構成する各外板部材60を車体長手方向に対し、交
互に配置して車体幅方向もしくは車体上下方向の溶接線
27の集中を避けている。これは結合用部材66におけ
る母材の機械的性質に比べて、溶接部の機械的性質が劣
るためであり、各外板部材60の溶接線27の集中を防
ぐことにより、該構体10の強度信頼性を向上できる。
溶接線27で結合される結合用部材66を強度用部材6
4の位置に配置してこれを兼用することにより、軽量化
を促進することも可能である。ところで、前記吹寄せ2
3の幅方向両側の垂直方向に配置される結合用部材66
は、その端部を直交する水平方向に配置された結合用部
材66よりも幕板20或いは腰板21側へ突出させて構
成されている。この吹寄せ23の結合用部材66の突出
によって、腰板21および幕板22との接合部分の溶接
線長を長くすることができ、強度向上が図れる。FIG. 7 shows the arrangement of the roof structure 40, the waist plate 21, the curtain plate 22, the blower 23 and the side beams 31 of the underframe. Roof structure 40, curtain plate 22, blower 23, waist plate 2
1 are arranged alternately with respect to the longitudinal direction of the vehicle body to avoid concentration of the welding line 27 in the vehicle body width direction or the vehicle body vertical direction. This is because the mechanical properties of the welded part are inferior to the mechanical properties of the base material in the joining member 66. By preventing the concentration of the welding line 27 of each outer plate member 60, the strength of the structure 10 is reduced. Reliability can be improved.
The joining member 66 joined by the welding line 27 is connected to the strength member 6.
By arranging them at the position 4 and sharing the same, it is possible to promote weight reduction. By the way, the blowing 2
3 connecting members 66 arranged in the vertical direction on both sides in the width direction
Is configured such that its end protrudes toward the curtain plate 20 or the waist plate 21 side from the coupling member 66 arranged in the orthogonal horizontal direction. By the projection of the joining member 66 of the blower 23, the welding line length at the joint portion between the waist plate 21 and the curtain plate 22 can be lengthened, and the strength can be improved.
【0046】前記図7の構成においては、腰板21同士
および幕板22同士を接合する溶接線27が側窓24の
中央部に位置している。しかし、この溶接線27すなわ
ち腰板21同士および幕板22同士の接合部を、吹寄せ
23の幅方向の両側の強度用部材に一致させて互いにず
らして配置すれば、強度用部材64を低減することがで
き、軽量化が図れる。すなわち、腰板21同士の接合溶
接線27を吹寄せ23の幅方向の一方の強度用部材例え
ば向かって右側の強度用部材に一致させて配置し、幕板
22同士の接合溶接線27を吹寄せ23の幅方向の他方
の強度用部材例えば向かって左側の強度用部材に一致さ
せて配置する。このようにすることにより、側構体20
において、腰板21同士および幕板22同士を接合する
溶接線27が吹寄せ23の幅寸法だけずれることにな
る。このような構成によれば、まず、図7に示した構造
と同様な効果を達成することができる。この効果以外
に、腰板21同士および幕板22同士の接合部分の結合
用部材66を図7に示されている吹寄せ23に対応して
配置されている強度用部材64として兼用することがで
きる。したがって、図7に示した構造に比べて外板部材
60の強度用部材64を少なくすることができる。この
ことは各外板部材を軽量化することになる。In the configuration shown in FIG. 7, the welding line 27 joining the waistboards 21 and the curtain plates 22 is located at the center of the side window 24. However, if the welding lines 27, that is, the joints between the waistboards 21 and the curtain plates 22 are aligned with the strength members on both sides in the width direction of the blower 23 and are shifted from each other, the strength members 64 can be reduced. And lightening can be achieved. That is, the joint welding line 27 between the waistboards 21 is arranged so as to coincide with one of the strength members in the width direction of the blower 23, for example, the strength member on the right side of the blower 23. The other member for strength in the width direction, for example, the member for strength on the left side is arranged so as to match. By doing so, the side structure 20
In this case, the welding line 27 joining the waist plates 21 and the curtain plates 22 is shifted by the width of the blower 23. According to such a configuration, first, the same effect as the structure shown in FIG. 7 can be achieved. In addition to this effect, the joining member 66 at the joint between the waistboard 21 and the curtain plate 22 can also be used as the strength member 64 arranged corresponding to the blower 23 shown in FIG. Therefore, the number of strength members 64 of the outer plate member 60 can be reduced as compared with the structure shown in FIG. This will reduce the weight of each outer panel member.
【0047】前記外板部材60は、曲げおよび剪断剛性
が高いため、前述のように側構体20に用いた場合、垂
直荷重および溶接に伴う残留応力によって車体表面に歪
が生じることが少なく、見栄えを向上できる。また、車
体形状にあわせた強度用部材および補強用部材を前記外
板部材60内部に組み込むことにより、平板状の外板部
材を曲げたものに比べ、さらに車体表面の歪の少ない車
両用構体が得られる。結果として車体表面の歪取り作業
を省略できる。さらに、従来、構体完成後に行なってい
た側構体20表面の塗装用パテを用いた平滑化作業を簡
略化することができる。Since the outer plate member 60 has high bending and shearing rigidity, when it is used for the side structure 20 as described above, distortion is less likely to occur on the vehicle body surface due to vertical load and residual stress caused by welding, and the appearance is good. Can be improved. Also, by incorporating a strength member and a reinforcing member according to the vehicle body shape into the inside of the outer plate member 60, a vehicle structure with less distortion of the vehicle body surface as compared with a plate-shaped outer plate member bent is obtained. can get. As a result, it is possible to omit the work of removing the distortion of the body surface. Further, it is possible to simplify a smoothing operation using a coating putty on the surface of the side structure 20 which has been conventionally performed after the completion of the structure.
【0048】図8に示す台枠30の該床板33は、前記
外板部材60もしくは前記外板部材60において強度用
部材65と補強用部材66を省略したものを車両の運用
条件や荷重条件によって使い分けて用いる。台枠30に
おいて、車体内外気圧差による床板33に加わる荷重を
受け持つのは側梁31と横梁32であるが、車両が高速
になればなるほど、トンネル内走行時の気密荷重が大き
くなり、床板33の面外曲げ剛性の高いものが必要とな
る。加えて軽量化が必要な場合には、前記外板部材60
を使用すると効果的である。図9に示すように台枠30
において、車端圧縮による荷重を受け持つのは、中梁3
5と枕梁36であるが、端梁34から枕梁36までの間
で中梁35,横梁32の上に載る床板33に前記外板部
材60を配置する。特に、枕梁36同士の間は、側梁3
1が荷重を受け持つので、枕梁36から側梁32に荷重
をスム−ズに流すために枕梁36の前後の床板33の内
部には強度用部材64を結合用部材66に対し、直角,
30°もしくは60°をなすように配置したものを使用
する。その他床板33に前記外板部材60から強度用部
材64と補強用部材65を省略したものを配置する。外
板部材60内部の芯材63を車体長手方向に配置する
と、車端圧縮強度の高い車両構体が得られる。また、図
10、11に示すように床板33の配置は、車体長手方
向に複数並べ、横梁32の上面で各外板部材60のコ字
形の結合用部材66を接合する。すなわち、隣合う外板
部材60の結合用部材66の下側のフランジは、横梁3
2の垂直部側面に突き当てて連続或いは断続溶接によっ
て接合する。隣合う外板部材60の結合用部材66の上
側のフランジは、横梁32の垂直部端面でルートギャプ
を設けて配置され、三者一体に溶接される。隣合う外板
部材60の結合面の一方より横梁32のT字形垂直部分
を貫入せしめ、他の結合面の内側にT字形の横梁32の
先端が接するように配置するために、該T字形垂直部側
面に位置決め用の突起を設けてもよい。また、外板部材
60の車体幅方向の結合については、側梁31の車体幅
方向垂直断面の内側の側面31aと結合用部材66とを
溶接する。The floor plate 33 of the underframe 30 shown in FIG. 8 is obtained by changing the outer plate member 60 or the outer plate member 60 from which the strength member 65 and the reinforcing member 66 are omitted depending on the operating conditions and load conditions of the vehicle. Use differently. In the underframe 30, the side beams 31 and the cross beams 32 are responsible for the load applied to the floor plate 33 due to the pressure difference between the inside and outside of the vehicle body. However, the higher the speed of the vehicle, the greater the hermetic load when traveling in the tunnel. It is necessary to use one having high out-of-plane bending rigidity. In addition, if weight reduction is required, the outer plate member 60
It is effective to use. As shown in FIG.
, The load caused by car end compression is
The outer plate member 60 is disposed on the floor plate 33 placed on the middle beam 35 and the cross beam 32 between the end beam 34 and the bolster 36. In particular, between the bolsters 36, the side beams 3
In order to smoothly transfer the load from the bolster 36 to the side beams 32, a strength member 64 is provided at right angles to the coupling member 66 inside the floor plate 33 before and after the bolster 36, since the load 1 is applied to the side beams 32.
Those arranged so as to form 30 ° or 60 ° are used. In addition, a member in which the strength member 64 and the reinforcing member 65 are omitted from the outer plate member 60 is disposed on the floor plate 33. When the core member 63 inside the outer plate member 60 is arranged in the longitudinal direction of the vehicle body, a vehicle structure having high end compression strength at the vehicle end can be obtained. As shown in FIGS. 10 and 11, a plurality of floor boards 33 are arranged in the longitudinal direction of the vehicle body, and the U-shaped coupling members 66 of the respective outer panel members 60 are joined on the upper surface of the cross beam 32. That is, the lower flange of the connecting member 66 of the adjacent outer plate member 60 is
2 and is joined by continuous or intermittent welding. The upper flanges of the joining members 66 of the adjacent outer plate members 60 are arranged with a root gap at the vertical end face of the cross beam 32 and are welded together. The T-shaped vertical portion of the cross beam 32 penetrates from one of the connection surfaces of the adjacent outer plate members 60, and the T-shaped vertical beam 32 is disposed so that the tip of the T-shaped cross beam 32 contacts the inside of the other connection surface. A positioning projection may be provided on the side surface of the part. As for the connection of the outer plate member 60 in the vehicle width direction, the inner side surface 31 a of the side beam 31 in the vertical cross section in the vehicle width direction is welded to the connection member 66.
【0049】このような構成によれば、前記横梁32は
垂直部先端が外板部材60に連続的に接合されているこ
とから、従来I形或いはコ字形としていた横梁を上部平
板部分を形成すること無く同等の断面係数を達成するこ
とができる。このことは横梁32自体の軽量化となり、
構体10の軽量化につながる。 また、所定の断面係数を
得るための横梁32の上端から下端までの高さをLとし
たとき、横梁32の上端部が床板33と重なっているの
で、重なりの高さだけ、横梁32の下端位置を上昇させ
ることができる。このため、横梁32の下方の空間を大
きくでき、この空間への機器の設置を容易にできるもの
である。または、横梁32の下端位置を固定すれば、床
板33の上面を下方に位置させることができ、これより
も上方の空間を大きくできるものである。 また、横梁3
2の垂直部先端は床板33の上方のフランジに溶接され
ているので、このフランジに上方から下方への力が作用
する場合(床板33であるので、例えば座席等が載せら
れる。)に、該フランジが下方に曲がるのを防止できる
ものである。 また、前記のように、位置決め用の突起を
設ければ、横梁32と床板33との溶接の位置決めを容
易にできるものである。 なお、外板部材の前記横梁32
による結合構造は、構体10の他の部分にも採用するこ
とができる。すなわち、前記横梁32の外板部材60か
らの突出部を機器の取付け用に用いることも考えられ
る。また、この構造は一般構造物例えば建築物の壁材に
前記外板部材を用いた場合などにも適用することができ
る。According to such a structure, since the cross beam 32 has its vertical end continuously joined to the outer plate member 60, the cross beam which has conventionally been I-shaped or U-shaped forms an upper flat plate portion. The same section modulus can be achieved without any problem. This reduces the weight of the cross beam 32 itself,
This leads to a reduction in the weight of the structure 10 . In addition, the prescribed section modulus
Let L be the height from the upper end to the lower end of the cross beam 32 to obtain
When the upper end of the cross beam 32 overlaps the floor plate 33
Then, raise the lower end position of the cross beam 32 by the height of the overlap.
Can be Therefore, the space below the cross beam 32 is large.
That can be easily installed in this space
It is. Alternatively, if the lower end position of the cross beam 32 is fixed,
The upper surface of the plate 33 can be located below,
Can also enlarge the space above. In addition, cross beam 3
2 is welded to the flange above the floor plate 33
The flange acts from above to below.
(Since it is the floor plate 33, for example, a seat
It is. In addition, the flange can be prevented from bending downward.
Things. Also, as described above, the positioning projection
If provided, the positioning of welding between the cross beam 32 and the floor plate 33 is easy.
It can be easily done. Incidentally, the cross beam of the outer plate member 32
Can be adopted also in other parts of the structure 10. That is, it is conceivable to use the protruding portion of the cross beam 32 from the outer plate member 60 for mounting equipment. Further, this structure can be applied to a case where the outer plate member is used as a wall material of a general structure such as a building.
【0050】次に、図12に示すように、側窓24を直
方形にして視野を確保するためには、該側構体20の吹
寄せ23と幕板22および腰板21との隅部において、
局部応力緩和のための切欠き部25を側窓の周囲に設け
ると共に結合線に面する吹寄せ23、幕板22および腰
板21の内部に補強用部材65、強度用部材64を設け
た構造にする必要がある。この場合、切欠き部25の側
窓24に対して、最も離れた部分26に応力が集中す
る。すなわち、応力の高い部分は結合用部材66の母材
部が受け持つようにする。さらに強度的に必要な場合
は、この部分の結合用部材66に補強追加もしくは肉厚
を厚くする。Next, as shown in FIG. 12, in order to secure the field of view by making the side window 24 into a rectangular shape, the corners of the blower 23 of the side structure 20, the curtain plate 22 and the waist plate 21 must be
A notch 25 for local stress relaxation is provided around the side window, and a reinforcing member 65 and a strength member 64 are provided inside the blower 23, the curtain plate 22, and the waist plate 21 facing the connecting line. There is a need. In this case, stress concentrates on a portion 26 farthest from the side window 24 of the notch 25. In other words, the portion having a high stress is taken over by the base material portion of the coupling member 66. If further strength is required, reinforcement or thickening is added to the coupling member 66 in this portion.
【0051】次に、図13、図14にて側窓24の構造
について説明する。側窓24の構造は、吹寄せ23の厚
さと吹寄せ23、幕板22および腰板21の結合用部材
66の形状を変えることによって、側窓ガラス24´が
吹寄せ23まで延長された連続窓もしくは通常の単独の
窓に適用できる。まず、側窓ガラス24´が吹寄せ23
まで延長された連続窓の構造については、側窓ガラス2
4´は結合用部材66に一体に形成された該ガラスを保
持するフランジ部に対して、締結板部材66aおよび締
結用部材66bで保持される。締結用部材66bとして
は、例えばボルト、リベット等があげられる。この時、
側窓24部分における結合用部材66の不要な部分66
cを除去することにより軽量化を図ることもできる。前
記図12は側窓ガラスを設けない状態を示し、図13,
14は側窓ガラスを設けた状態を示している。Next, the structure of the side window 24 will be described with reference to FIGS. The structure of the side window 24 is changed by changing the thickness of the blower 23 and the shape of the connecting member 66 of the blower 23, the curtain plate 22 and the waist plate 21, so that the side window glass 24 ′ is extended to the blower 23 or a normal window. Applicable to single windows. First, the side window glass 24 '
About the structure of the continuous window extended to
4 ′ is held by a fastening plate member 66a and a fastening member 66b with respect to a flange portion formed integrally with the joining member 66 and holding the glass. Examples of the fastening member 66b include a bolt and a rivet. At this time,
Unnecessary portion 66 of coupling member 66 in side window 24 portion
By removing c, the weight can be reduced. FIG. 12 shows a state where the side window glass is not provided.
Reference numeral 14 denotes a state in which a side window glass is provided.
【0052】また、図15、16、17により通常の単
独の窓の構造について説明する。前記図15は側窓ガラ
スを設けない状態を示し、図17は側窓ガラスを設けた
状態を示している。側窓24の周囲を形成する各結合用
部材66には、側窓ガラス24´を保持するフランジ部
が一体に形成されており、該フランジ部に締結板部材6
6aを介して締結用部材66bで側窓ガラス24´を締
結する。この場合、吹寄せ23の側面に設置している結
合用部材66にもガラス保持用のフランジ部を一体に形
成しており、締結板部材および締結用部材で側窓ガラス
24´を押え込み締結する。各結合用部材66の車体内
部側66cを除去すれば、側窓24の開口部に設置する
内装材形状の自由度を広げることができる。この構造は
幕板22および腰板21の厚さと吹寄せ23の厚さが同
じため、上述した連続窓の構造の車両構体10に比べて
強度上優位といえる。The structure of an ordinary single window will be described with reference to FIGS. FIG. 15 shows a state where the side window glass is not provided, and FIG. 17 shows a state where the side window glass is provided. Each coupling member 66 that forms the periphery of the side window 24 is integrally formed with a flange portion that holds the side window glass 24 ′.
The side window glass 24 'is fastened by the fastening member 66b via 6a. In this case, the connecting member 66 provided on the side surface of the blower 23 is also integrally formed with a flange portion for holding the glass, and the side window glass 24 'is pressed and fastened by the fastening plate member and the fastening member. If the interior side 66c of each coupling member 66 is removed, the degree of freedom in the shape of the interior material installed in the opening of the side window 24 can be increased. Since the thickness of the curtain plate 22 and the waist plate 21 and the thickness of the blower 23 are the same in this structure, it can be said that the strength is superior to the vehicle structure 10 having the above-described continuous window structure.
【0053】つぎに、図18、19、20、21によ
り、該側構体20の吹寄せ23の構造について詳細に説
明する。吹寄せ23に用いる外板部材60の車体前後方
向の縁すなわち図示した該吹寄せ23の左右幅方向両側
の縁に設置した強度用部材66が比較的強度を有するの
で、基本的に捩じりに対して強い構造になっている。ま
た、ここで外板部材60の芯材63は、吹寄せ23の外
形線が直線の場合には、縦、横、斜断面方向に配置し、
主な荷重方向に適合することにより、強度用部材64、
補強用部材65を省略することができる。ただし、外形
が曲線形状の場合には、製作上車体長手方向(図18で
は、左右方向)に配置した方が好ましい。これは、芯材
63の材料である薄板の形状が、長方形になり加工が容
易で精度が得られ易いからである。まま、車体周方向
(図18では、上下方向)に配置すると、芯材63の材料
である薄板の形状が、扇形になり加工後の面精度を確保
するために複雑な加工を行なうことになる。Next, referring to FIGS. 18, 19, 20, and 21, the structure of the blower 23 of the side structure 20 will be described in detail. Since the strength members 66 installed at the edges of the outer plate member 60 used for the blower 23 in the front-rear direction of the vehicle body, that is, the both sides in the left-right width direction of the blower 23 shown in the drawing have relatively strong strength, they are basically resistant to torsion. It has a strong structure. Further, here, the core material 63 of the outer plate member 60 is arranged in the vertical, horizontal, and oblique section directions when the outline of the blower 23 is a straight line,
By adapting to the main load direction, the strength member 64,
The reinforcing member 65 can be omitted. However, in the case where the outer shape is a curved shape, it is preferable to dispose it in the longitudinal direction of the vehicle body (the left and right direction in FIG. 18) in terms of manufacturing. This is because the shape of the thin plate, which is the material of the core member 63, is rectangular, and processing is easy and accuracy is easily obtained. Leaving the car in the circumferential direction
18 (in the vertical direction in FIG. 18), the shape of the thin plate, which is the material of the core material 63, becomes a sector shape, and complicated processing is performed to ensure surface accuracy after processing.
【0054】図18の吹寄せ23aは、外板部材60の
内部に菱形に補強用部材65を設置した構造である。補
強用部材65は吹寄せ23aの剪断剛性を向上すると共
に特に水平方向の結合用部材66の中央付近に荷重を伝
える役割をはたし、結合部の溶接線に発生する応力を平
均化する。The blower 23 a shown in FIG. 18 has a structure in which a reinforcing member 65 is installed in a diamond shape inside an outer plate member 60. The reinforcing member 65 serves to improve the shear rigidity of the blower 23a and to transmit a load particularly near the center of the horizontal connecting member 66, thereby averaging the stress generated at the welding line at the connecting portion.
【0055】次に、図19の吹寄せ23bの構造につい
て説明する。これは、強度用部材64bを外板部材60
の車体断面外周方向すなわち垂直方向に配置した結合用
部材66に直角に、しかも複数設置したものである。こ
の構造は、最も単純なで車両構体の負荷荷重が低い場合
には好適である。Next, the structure of the blower 23b shown in FIG. 19 will be described. This is because the strength member 64b is connected to the outer plate member 60.
And a plurality of them are installed at right angles to the coupling member 66 arranged in the outer circumferential direction of the vehicle body cross section, that is, in the vertical direction. This structure is simplest and is suitable when the load applied to the vehicle structure is low.
【0056】図20の吹寄せ23cの構造は、上述した
吹寄せ23bと23cを合わせた構造になっており、図
19に示した構造における強度用部材64bと垂直方向
の結合用部材66との結合部の溶接線の応力集中を緩和
するために、補強用部材65を各部材間に配置したもの
である。車体の負荷荷重が比較的高い場合に好適であ
る。The structure of the blower 23c in FIG. 20 is a structure combining the blowers 23b and 23c described above, and the connecting portion between the strength member 64b and the vertical connecting member 66 in the structure shown in FIG. In order to alleviate the stress concentration at the welding line, the reinforcing member 65 is arranged between the members. This is suitable when the load applied to the vehicle body is relatively high.
【0057】図21の吹寄せ23dの構造について説明
する。垂直方向の結合用部材66と別の強度用部材64
cとで吹寄せ部分を細分化し、該区画された部分に補強
用部材65を各結合用部材66に対して斜めに配置し筋
交いとしたものである。この構造は左右の垂直方向に設
置される結合用部材66として剛性の高いものを応力集
中の関係から設置できない場合に、本吹寄せ自体の面外
曲げ剛性を高め、かつ、結合部溶接線27の応力分布を
均等にさせるのに有効な構造である。The structure of the blower 23d in FIG. 21 will be described. Vertical coupling member 66 and separate strength member 64
c, the blow-up portion is subdivided, and reinforcing members 65 are arranged obliquely with respect to the coupling members 66 in the divided portions so as to brace. This structure increases the out-of-plane bending stiffness of the main blower itself when a high-rigidity connecting member 66 installed in the left and right vertical directions cannot be installed due to stress concentration. This structure is effective for making the stress distribution even.
【0058】図22,図23により更に別の吹寄せ23
の構造を説明する。吹寄せ23eは補強用部材65を水
平方向および垂直方向の結合用部材66の接合位置を結
ぶように筋交いに設置した構造となっている。この吹寄
せ23eの構造によれば、比較的簡単な構造で剪断剛性
を向上させることができる。また、吹寄せ23fは前記
吹寄せ23eの構造に強度用部材64bを追加して設置
した構造となっている。この吹寄せ23fの構造によれ
ば、前記吹寄せ23eよりも更に剪断剛性を向上させる
ことができる。ところで、これらの吹寄構造は補強部材
を筋交いとして交差して設けているが、補強部材を一方
のみとしてもよい。すなわち、吹寄せの構体における接
合位置を考慮して、補強部材が車体長手方向中央部を境
に両端側へその上端が車端側へ倒れるように傾斜して配
置してもよい。According to FIG. 22 and FIG.
The structure of will be described. The blower 23e has a structure in which the reinforcing member 65 is installed in a brace so as to connect the joining positions of the connecting members 66 in the horizontal direction and the vertical direction. According to the structure of the blower 23e, the shear rigidity can be improved with a relatively simple structure. The blower 23f has a structure in which a strength member 64b is added to the structure of the blower 23e. According to the structure of the blower 23f, the shear rigidity can be further improved as compared with the blower 23e. By the way, in these blow-off structures, the reinforcing members are provided so as to intersect with the braces, but the reinforcing members may be provided only on one side. That is, in consideration of the joining position in the structure of the blower, the reinforcing member may be arranged so as to be inclined such that the upper end thereof is inclined toward the vehicle end side with respect to the center portion in the longitudinal direction of the vehicle body.
【0059】なお、前記図18,図19,図20,図2
1,図22および図23は、図示を明瞭にするために表
面の表材を無視して作図している。Incidentally, FIG. 18, FIG. 19, FIG. 20, FIG.
1, FIG. 22 and FIG. 23 are drawn ignoring the surface material for the sake of clarity.
【0060】つぎに、図24、25にて屋根構体40に
ついて説明する。前述したように、屋根構体40は外板
部材60から構成されており、強度用部材64は車体内
外気圧差による荷重を考慮して、車両構体10の幅方向
垂直断面の周方向に配置されている。さらに、強度用部
材64が結合用部材66に接合する部分は、応力集中を
防ぐために補強用部材65を配置する。また、屋根構体
40と幕板22との外板部材60が車体長手方向に交互
に配置されている。これによって、車体周方向に伸びた
溶接線27の大部分が車体長手方向に対してずれること
になる。これは、前記したように溶接線27の集中する
部分を減らすことによって、強度信頼性を向上すること
ができる。さらに屋根構体40には、パンタグラフの碍
子を設置するための架台が必要である。そのための受け
台41は、外板部材60の内部に配置される。それぞれ
の受け台41の4辺には、強度用部材64を配置し、結
合用部材66に接合する。パンタグラフから加えられる
荷重は、車体上下方向と車体幅方向に変動し負荷され
る。本構造によれば、受け台41の4辺に強度用部材6
4が配置されているので、上述した荷重条件に対して十
分な強度を有する。Next, the roof structure 40 will be described with reference to FIGS. As described above, the roof structure 40 is constituted by the outer plate member 60, and the strength member 64 is disposed in the circumferential direction of the width direction vertical cross section of the vehicle structure 10 in consideration of the load due to the pressure difference between the inside and outside of the vehicle body. I have. Further, at a portion where the strength member 64 is joined to the coupling member 66, a reinforcing member 65 is arranged to prevent stress concentration. Further, the outer plate members 60 of the roof structure 40 and the curtain plate 22 are alternately arranged in the longitudinal direction of the vehicle body. As a result, most of the welding line 27 extending in the vehicle body circumferential direction is displaced with respect to the vehicle body longitudinal direction. This can improve the strength reliability by reducing the portion where the welding line 27 concentrates as described above. Further, the roof structure 40 needs a mount for installing a pantograph insulator. The receiving table 41 for that purpose is arranged inside the outer plate member 60. A strength member 64 is arranged on each of four sides of the receiving base 41 and is joined to the coupling member 66. The load applied from the pantograph fluctuates in the vehicle body vertical direction and the vehicle body width direction and is applied. According to this structure, the strength members 6
Since 4 is arranged, it has sufficient strength for the above-mentioned load condition.
【0061】図26に妻構体50に該外板部材60を用
いた場合を説明する。該妻構体50には貫通路51の開
口が形成されている。上述したように妻構体50は、車
体同士の連結部に当るため垂直断面になっており、車両
が高速になればなるほど、トンネル内走行時における耐
圧性が問題になる。そのため、外板部材60の同士の強
度用部材64を一直線上になるように配置し、耐圧強度
を確保する。また、妻構体50には、車体の揺動防止の
ための装置を設置するための受け台52が必要である。
そのための受け台52は、外板部材60の内部に配置さ
れる。それぞれの受け台52の4辺に強度用部材64を
配置し、結合用部材66に接合する。揺動防止のための
装置から加えられる荷重は、車体長手方向、車体上下方
向と車体幅方向に変動し負荷される。本構造によれば、
受け台52の4辺に強度用部材64が配置されているの
で、上述した荷重条件に対して十分な強度を有する。FIG. 26 shows a case where the outer plate member 60 is used for the wife structure 50. The opening of the through-passage 51 is formed in the wife structure 50. As described above, the wife structure 50 has a vertical cross section because it hits a connecting portion between the vehicle bodies, and the higher the speed of the vehicle, the more the pressure resistance during traveling in the tunnel becomes a problem. Therefore, the strength members 64 of the outer plate members 60 are arranged so as to be on a straight line, and the pressure resistance is secured. In addition, the wife structure 50 requires a cradle 52 for installing a device for preventing the body from swinging.
The receiving table 52 for that purpose is arranged inside the outer plate member 60. The strength members 64 are arranged on the four sides of each pedestal 52 and are joined to the coupling members 66. The load applied from the device for preventing rocking varies in the longitudinal direction of the vehicle body, the vertical direction of the vehicle body, and the width direction of the vehicle body, and is applied. According to this structure,
Since the strength members 64 are arranged on the four sides of the cradle 52, the strength is sufficient for the above-described load conditions.
【0062】なお、前記図25および図26は、図示を
明瞭にするために表面の表材を無視して作図している。It should be noted that FIGS. 25 and 26 are drawn ignoring the surface material for the sake of clarity.
【0063】[0063]
【発明の効果】本発明によれば、横梁の上部は積層パネ
ルの厚さ方向に重なっているので、表材側からの横梁の
突出量を小さくでき、全体として小型にできるものであ
る。また、結合部材の曲がりを防止できるものである。 According to the present invention, the upper part of the cross beam is a laminated panel.
Since it overlaps in the thickness direction of the
Projection amount can be reduced and overall size can be reduced.
You. Further, it is possible to prevent the bending of the coupling member.
【図1】本発明による鉄道車両構体の一実施例を示した
断面斜視図である。FIG. 1 is a sectional perspective view showing an embodiment of a railway vehicle structure according to the present invention.
【図2】図1に示した鉄道車両構体の全体外観を示す斜
視図である。FIG. 2 is a perspective view showing the overall appearance of the railway vehicle structure shown in FIG.
【図3】図1の鉄道車両構体に用いられる外板部材の構
成を示した正面図である。FIG. 3 is a front view showing a configuration of an outer panel member used in the railway vehicle structure of FIG. 1;
【図4】図3のCC部断面図である。FIG. 4 is a sectional view taken along the line CC in FIG. 3;
【図5】図3のD部を拡大した正面図である。FIG. 5 is an enlarged front view of a portion D in FIG. 3;
【図6】図2のAA部断面を含む斜視図である。FIG. 6 is a perspective view including a cross section taken along the line AA of FIG. 2;
【図7】図2のB部を拡大して示した正面図である。FIG. 7 is an enlarged front view of a portion B in FIG. 2;
【図8】図2の鉄道車両構体の台枠を示した平面図であ
る。FIG. 8 is a plan view showing an underframe of the railway vehicle structure of FIG. 2;
【図9】図8のE部を拡大した平面図である。FIG. 9 is an enlarged plan view of a portion E in FIG. 8;
【図10】図9のFF部断面図である。FIG. 10 is a sectional view of the FF section in FIG. 9;
【図11】図9のGG部断面図である。FIG. 11 is a sectional view taken along the line GG of FIG. 9;
【図12】側構体における側窓部分の一実施例を拡大し
て示した正面図である。FIG. 12 is an enlarged front view showing one embodiment of a side window portion in the side structure.
【図13】図12のHH部断面図である。13 is a sectional view taken along the line HH in FIG.
【図14】図12のII部断面図である。14 is a sectional view taken along the line II in FIG.
【図15】側構体における側窓部分の他の実施例を拡大
して示した正面図である。FIG. 15 is an enlarged front view of another embodiment of the side window portion in the side structure.
【図16】図15のJJ部断面図である。FIG. 16 is a sectional view taken along the line JJ of FIG. 15;
【図17】図15のKK部断面図である。17 is a sectional view taken along the line KK of FIG.
【図18】各隅部に補強用部材を備えた吹寄せの詳細構
造を示した正面図である。FIG. 18 is a front view showing a detailed structure of a blower provided with a reinforcing member at each corner.
【図19】水平方向の強度用部材を備えた吹寄せの詳細
構造を示した正面図である。FIG. 19 is a front view showing a detailed structure of a blower provided with a horizontal strength member.
【図20】水平方向の強度用部材および補強用部材を備
えた吹寄せの詳細構造を示した正面図である。FIG. 20 is a front view showing a detailed structure of a blower provided with a horizontal strength member and a reinforcing member.
【図21】水平,垂直方向の強度用部材および補強部材
を備えた吹寄せの詳細構造を示した正面図である。FIG. 21 is a front view showing a detailed structure of a blower provided with strength members in the horizontal and vertical directions and a reinforcing member.
【図22】交差した筋交い状の補強用部材を備えた吹寄
せの詳細構造を示した正面図である。FIG. 22 is a front view showing a detailed structure of a blower provided with crossed brace-shaped reinforcing members.
【図23】交差した筋交い状の補強用部材および水平方
向の強度用部材を備えた吹寄せの詳細構造を示した正面
図である。FIG. 23 is a front view showing a detailed structure of a blower provided with crossed brace-shaped reinforcing members and horizontal strength members.
【図24】図2の鉄道車両構体の屋根構体を示した平面
図である。FIG. 24 is a plan view showing a roof structure of the railway vehicle structure of FIG. 2;
【図25】図24のL部を拡大して示した平面図であ
る。FIG. 25 is an enlarged plan view showing an L part of FIG. 24;
【図26】図2の鉄道車両構体の妻構体を示した正面図
である。FIG. 26 is a front view showing a wife structure of the railway vehicle structure of FIG. 2;
10・・・構体、20・・・側構体、21・・・腰板、22・・・幕
板、23・・・吹寄せ、24・・・側窓、30・・・台枠、31・
・・側梁、32・・・横梁、33・・・床板、40・・・屋根構
体、50・・・妻構体、60・・・外板部材、61,62・・・
表材、63・・・芯材、64・・・強度用部材、65・・・補強
用部材、66・・・結合用部材。DESCRIPTION OF SYMBOLS 10 ... structure, 20 ... side structure, 21 ... waist plate, 22 ... curtain plate, 23 ... blowing, 24 ... side window, 30 ... underframe, 31 ...
..Side beams, 32 beams, 33 beams, floor plates, 40 roof structures, 50 wife structures, 60 outer plate members, 61, 62,.
Surface material, 63: core material, 64: strength member, 65: reinforcing member, 66: coupling member.
───────────────────────────────────────────────────── フロントページの続き (72)発明者 岡崎 正人 山口県下松市大字東豊井794番地 株式 会社 日立製作所 笠戸工場内 (72)発明者 奥野 澄生 茨城県土浦市神立町井502番地 株式会 社 日立製作所 機械研究所内 (72)発明者 武市 通文 茨城県土浦市神立町井502番地 株式会 社 日立製作所 機械研究所内 (56)参考文献 特開 平3−90468(JP,A) ──────────────────────────────────────────────────続 き Continuing from the front page (72) Inventor Masato Okazaki 794, Higashi-Toyoi, Katsumatsu-shi, Yamaguchi Prefecture Inside the Kasado Plant of Hitachi, Ltd. Inside the Machinery Research Laboratory (72) Inventor Tsubun Takeichi 502 Kandachimachii, Tsuchiura City, Ibaraki Prefecture Inside the Machinery Research Laboratory Hitachi, Ltd. (56) References JP-A-3-90468 (JP, A)
Claims (5)
た芯材と、該2枚の表材の間において該表材の縁部に配
置した結合用部材と、からなり、前記2枚の表材に、前
記芯材および前記結合用部材をろう付けして積層パネル
を構成しており、 複数の前記積層パネルの前記結合部材同士を溶接して構
成した鉄道車両構体において、 前記複数の積層パネルによって、台枠の床板を構成して
おり、 該台枠の床板の前記積層パネル同士の溶接部において、
一方の前記積層パネルの前記結合用部材と他方の積層パ
ネルの前記結合用部材との間に横梁を配置しており、 該横梁の上端は前記各積層パネルの上方の表材側の前記
結合用部材の上方のフランジに溶接しており、 前記横梁の下端は前記各積層パネルの下方の表材よりも
下方に位置しており、該下方の表材側の前記結合用部材
の他方のフランジは前記横梁に溶接していること、 を特徴とする鉄道車両構体。A first member, a core member disposed between the two front members, and a coupling member disposed at an edge of the front member between the two front members; A railcar comprising: a brazing panel; and a brazing panel formed by brazing the core material and the connecting member to the two surface materials; and welding the bonding members of the plurality of laminated panels to each other. In the structure, a floor frame of an underframe is constituted by the plurality of laminated panels, and at a welding portion between the laminated panels of the underframe floor panel,
A cross beam is disposed between the coupling member of one of the laminated panels and the coupling member of the other laminated panel, and an upper end of the horizontal beam is provided on the upper surface side of each of the laminated panels for the coupling. The lower end of the cross beam is located below the lower surface material of each of the laminated panels, and the other flange of the coupling member on the lower surface material side is welded to the upper flange of the member. A railway vehicle structure, which is welded to the cross beam.
記横梁の垂直側面に位置決め用の突起を設けているこ
と、を特徴とする鉄道車両構体。2. The railway vehicle structure according to claim 1, wherein a positioning projection is provided on a vertical side surface of said cross beam.
【請求項3】請求項1記載の鉄道車両構体において、前
記積層パネルの厚さ方向に伸びる前記横梁の面に前記他
方の各フランジを溶接していること、を特徴とする鉄道
車両構体。3. The railway vehicle structure according to claim 1, wherein said other flange is provided on a surface of said cross beam extending in a thickness direction of said laminated panel. A railcar structure.
記横梁は前記下端側が前記上端側よりも幅が広いこと、
を特徴とする鉄道車両構体。4. The railway vehicle structure according to claim 1, wherein the cross beam has a width lower at the lower end than at the upper end.
A railway vehicle structure characterized by the above-mentioned.
記横梁はT字型であること、を特徴とする鉄道車両構
体。5. The railway vehicle structure according to claim 4, wherein said cross beam is T-shaped.
Priority Applications (6)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3308935A JP2576731B2 (en) | 1991-11-25 | 1991-11-25 | Railcar structure |
TW81109309A TW209194B (en) | 1991-11-25 | 1992-11-20 | |
KR1019920021854A KR100226315B1 (en) | 1991-11-25 | 1992-11-20 | Rolling stock structure body |
DE1992622266 DE69222266T2 (en) | 1991-11-25 | 1992-11-24 | Railroad car body structure |
EP92310735A EP0544498B1 (en) | 1991-11-25 | 1992-11-24 | Body structure of railroad car |
EP95116676A EP0697318A1 (en) | 1991-11-25 | 1992-11-24 | Body structure of railroad car |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3308935A JP2576731B2 (en) | 1991-11-25 | 1991-11-25 | Railcar structure |
Related Child Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7315312A Division JPH08207757A (en) | 1995-12-04 | 1995-12-04 | Rolling stock body structure |
JP7315313A Division JP2914255B2 (en) | 1995-12-04 | 1995-12-04 | Railcar structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH05139295A JPH05139295A (en) | 1993-06-08 |
JP2576731B2 true JP2576731B2 (en) | 1997-01-29 |
Family
ID=17987044
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3308935A Expired - Lifetime JP2576731B2 (en) | 1991-11-25 | 1991-11-25 | Railcar structure |
Country Status (2)
Country | Link |
---|---|
JP (1) | JP2576731B2 (en) |
KR (1) | KR100226315B1 (en) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CA2136168C (en) * | 1993-12-03 | 2003-08-19 | Robert L. Bullock | Rail car bridge plate |
US5845584A (en) * | 1994-02-04 | 1998-12-08 | Standard Car Truck Company | Rail car bridge plate |
JP2934582B2 (en) * | 1994-09-13 | 1999-08-16 | 株式会社日立製作所 | Railcar structure |
US5535681A (en) * | 1995-01-23 | 1996-07-16 | Standard Car Truck Company | Telescopic bridge plate assembly |
KR100609280B1 (en) * | 2005-07-27 | 2006-08-03 | 주식회사 한국화이바 | Integrated body using composite materials for railroad vehicle and manufacturing method of the same |
CN109878541B (en) | 2019-03-01 | 2020-06-05 | 中车青岛四方机车车辆股份有限公司 | Rail vehicle, cab and composite aluminum plate assembly |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2533663B2 (en) * | 1989-06-30 | 1996-09-11 | 株式会社日立製作所 | Railway vehicle structure |
-
1991
- 1991-11-25 JP JP3308935A patent/JP2576731B2/en not_active Expired - Lifetime
-
1992
- 1992-11-20 KR KR1019920021854A patent/KR100226315B1/en not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
KR930009846A (en) | 1993-06-21 |
KR100226315B1 (en) | 1999-10-15 |
JPH05139295A (en) | 1993-06-08 |
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