JP3226005B2 - Railcar side structure - Google Patents

Railcar side structure

Info

Publication number
JP3226005B2
JP3226005B2 JP18252395A JP18252395A JP3226005B2 JP 3226005 B2 JP3226005 B2 JP 3226005B2 JP 18252395 A JP18252395 A JP 18252395A JP 18252395 A JP18252395 A JP 18252395A JP 3226005 B2 JP3226005 B2 JP 3226005B2
Authority
JP
Japan
Prior art keywords
side structure
reinforcing plate
plate
webs
outer plate
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 - Fee Related
Application number
JP18252395A
Other languages
Japanese (ja)
Other versions
JPH0930414A (en
Inventor
正美 藤田
稔 田中
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hitachi Ltd
Original Assignee
Hitachi Ltd
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 Hitachi Ltd filed Critical Hitachi Ltd
Priority to JP18252395A priority Critical patent/JP3226005B2/en
Priority to AU27174/95A priority patent/AU2717495A/en
Priority to KR1019950024959A priority patent/KR100350034B1/en
Publication of JPH0930414A publication Critical patent/JPH0930414A/en
Application granted granted Critical
Publication of JP3226005B2 publication Critical patent/JP3226005B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B61RAILWAYS
    • B61DBODY DETAILS OR KINDS OF RAILWAY VEHICLES
    • B61D17/00Construction details of vehicle bodies
    • B61D17/04Construction details of vehicle bodies with bodies of metal; with composite, e.g. metal and wood body structures
    • B61D17/08Sides
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02TCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO TRANSPORTATION
    • Y02T30/00Transportation of goods or passengers via railways, e.g. energy recovery or reducing air resistance

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Mechanical Engineering (AREA)
  • Body Structure For Vehicles (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、相交差する骨組部材を
外板の骨組として使用した薄板構造物に関するものであ
り、特に、鉄道車両の側構体として用いるのに適した薄
板構造物に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a thin plate structure using mutually intersecting frame members as a frame of an outer plate, and more particularly to a thin plate structure suitable for use as a side structure of a railway vehicle. It is.

【0002】[0002]

【従来の技術】鉄道車両の高速化、省エネルギーを図る
ためには、車両構体の軽量化が重要事項の一つである。
従来の鉄道車両の側構体は、軽量化を図りつつ強度を確
保するために、薄肉の骨組構造に薄肉の外板をスポット
溶接等で一体に接合して構成されている。このような側
構体の一例を図13ないし図16により説明する。 図
13において、外板1の内側には複数の縦部材2と複数
の横部材3を交差して配置している。交差部には立体継
ぎ手4を配置して、外板1、縦部材2、および横部材3
の3者を一体に結合している。縦部材2と横部材3は骨
組を構成する。縦部材2および横部材3の断面形状はハ
ット型であり、先端の2つのフランジはそれぞれ外板1
に接触している。
2. Description of the Related Art In order to increase the speed and energy saving of railway vehicles, it is important to reduce the weight of a vehicle structure.
BACKGROUND ART A side structure of a conventional railway vehicle is configured by integrally joining a thin outer plate to a thin frame structure by spot welding or the like in order to secure strength while reducing the weight. An example of such a side structure will be described with reference to FIGS. In FIG. 13, a plurality of vertical members 2 and a plurality of horizontal members 3 are arranged inside the outer plate 1 so as to intersect. A three-dimensional joint 4 is arranged at the intersection, and the outer panel 1, the vertical member 2, and the horizontal member 3
Are joined together. The vertical member 2 and the horizontal member 3 constitute a frame. The cross-sectional shape of the vertical member 2 and the horizontal member 3 is a hat shape, and the two flanges at the tips are
Is in contact with

【0003】ハット型とは、図14に示すように、ウエ
ブ2b,3bと底面2c,3cからなる断面U字型のU
状部と、このU状部のウエブ先端にそれぞれ設けられた
フランジ2a,3aからなる形状を言う。縦部材2と横
部材3の交差部において、縦部材2が垂直方向に連続し
ており、縦部材2の両側に横部材3,3がある。すなわ
ち縦部材2が優先している。
As shown in FIG. 14, a hat type is a U-shaped U-shaped cross section composed of webs 2b, 3b and bottom surfaces 2c, 3c.
And a flange 2a, 3a provided at the end of the web of the U-shaped portion. At the intersection of the vertical member 2 and the horizontal member 3, the vertical member 2 is continuous in the vertical direction, and the horizontal members 3 and 3 are provided on both sides of the vertical member 2. That is, the vertical member 2 has priority.

【0004】立体継ぎ手4は、縦部材2と横部材3を結
合するために立体的に一体整形されたものである。スポ
ット溶接5Aで立体継ぎ手4、縦部材2のフランジ2
a、および外板1を結合し、スポット溶接5Bで立体継
ぎ手4と縦部材2の中央部の部材とを結合している。ス
ポット溶接6Aで立体継ぎ手4、横部材3のフランジ2
a、および外板1を結合し、スポット溶接6Bで立体継
ぎ手4と横部材3の中央部の部材とを結合している。2
つの立体継ぎ手4,4の間の縦部材2のフランジ2a、
横部材3のフランジ3aは、それぞれ複数のスポット溶
接7で外板1に接合されている。
[0004] The three-dimensional joint 4 is integrally formed three-dimensionally to join the vertical member 2 and the horizontal member 3 together. 3D joint 4 and flange 2 of vertical member 2 by spot welding 5A
a, and the outer plate 1 are connected, and the three-dimensional joint 4 and the member at the center of the vertical member 2 are connected by spot welding 5B. 3D joint 4 and flange 2 of horizontal member 3 by spot welding 6A
a, and the outer plate 1 are connected, and the three-dimensional joint 4 and the member at the center of the horizontal member 3 are connected by spot welding 6B. 2
Flange 2a of the vertical member 2 between the three solid joints 4, 4;
The flange 3a of the horizontal member 3 is joined to the outer plate 1 by a plurality of spot welds 7, respectively.

【0005】図16に示すように、横部材3の端部は、
縦部材2のウエブ2bの近傍に位置している。このた
め、横部材3の端部は縦部材2のフランジ2aに重なっ
ている。このため、横部材3の端部の高さは縦部材のフ
ランジ2aの厚さ分だけ短い。
[0005] As shown in FIG.
The vertical member 2 is located near the web 2b. Therefore, the end of the horizontal member 3 overlaps the flange 2 a of the vertical member 2. For this reason, the height of the end of the horizontal member 3 is shorter by the thickness of the flange 2a of the vertical member.

【0006】4は、前記骨組を結合するための立体的に
一体成形された立体継手であり、スポット溶接5で縦部
材に、スポット溶接6にて横部材にそれぞれ固着され
る。立体継手間(d寸法)の外板と骨組の結合はスポッ
ト溶接7で行われる。この場合、横部材3の外板側フラ
ンジは連続的に配置されているので、スポット溶接のピ
ッチは任意に決めることができるが、外板1と骨組部材
2,3並びに立体継手4の3枚重ねのスポット溶接8の
位置は、継手部の構造に制約される。
Reference numeral 4 denotes a three-dimensional joint integrally formed for joining the frames, which is fixed to a vertical member by spot welding 5 and to a horizontal member by spot welding 6. The connection between the outer plate and the skeleton between the three-dimensional joints (d dimension) is performed by spot welding 7. In this case, since the outer plate side flanges of the lateral member 3 are continuously arranged, the pitch of the spot welding can be arbitrarily determined, but three plates of the outer plate 1, the frame members 2, 3 and the three-dimensional joint 4 are provided. The position of the lap spot weld 8 is restricted by the structure of the joint.

【0007】上記従来の構造では、骨組の交差部に、優
先的に通した縦部材2と外板1で囲まれた空白部9(図
16参照)が生じているため、縦部材に横部材から軸力
が作用した際に、車体側構部の面外曲げや横部材3の軸
力の伝達に不連続部を生じ易く、荷重条件が厳しいとき
は当該部外板に屈曲が起こり易いという欠点がある。
In the above-mentioned conventional structure, a blank portion 9 (see FIG. 16) surrounded by the longitudinal member 2 and the outer plate 1 which are preferentially passed is formed at the intersection of the frame, so that the vertical member has a horizontal member. When an axial force is applied from above, a discontinuous portion is likely to be generated in out-of-plane bending of the vehicle body side structure portion and transmission of the axial force of the lateral member 3, and when the load condition is severe, bending of the outer plate is likely to occur. There are drawbacks.

【0008】そのほか、鉄道車両等の構体構造に関して
は、実開昭56−161853号「鉄道車両における柱構造」
や、特開昭59−186762号「骨組の継手構造」等の公知例
がある。実開昭56−161853号は、柱と横部材の結合部が
不連続となることによる軸力の伝達不良及び曲げ剛性の
低下を防止することを目的としたものであり、強度部材
の柱とこの柱を補強しかつ内張板と備品取り付け材とを
兼ねる補強柱とからなる柱構造が示されいている。この
公知例は、外板の局部座屈防止について言及されてはい
ない。
[0008] In addition, regarding the structural structure of railway vehicles, etc., see Japanese Utility Model Application Laid-Open No. 56-186183, "Pillar Structures in Railway Vehicles".
Also, there are known examples such as JP-A-59-186762 "Joint structure of frame". Japanese Utility Model Laid-Open No. 56-161853 aims to prevent poor transmission of axial force and decrease in bending rigidity due to discontinuous joints between columns and horizontal members. A pillar structure that reinforces the pillar and includes a reinforcing pillar that also serves as a lining plate and a fixture mounting material is shown. This known example does not mention prevention of local buckling of the skin.

【0009】また特開昭59−186762号では、骨組と外板
を接合材により接合した構成となっている。この公知例
では、外板の座屈防止には効果がある。しかし、荷重条
件が厳しくなり横部材の軸力が大きくなると、接着材は
スポット溶接に比べて強度に対する信頼性が劣ると言う
問題がある。
Japanese Patent Application Laid-Open No. 59-186762 has a structure in which a skeleton and an outer plate are joined by a joining material. This known example is effective in preventing buckling of the outer plate. However, when the load condition becomes severe and the axial force of the transverse member increases, there is a problem that the adhesive has lower strength reliability than spot welding.

【0010】[0010]

【発明が解決しようとする課題】従来公知の鉄道車両の
構体構造では、骨組の十字継手部において、優先的に通
したハット型骨組縦部材と外板で囲まれた不連続部分の
外板に伝達される横部材の軸力は、外板のみで伝達され
る。そのため、荷重条件が厳しいと、車体側構部の面外
曲げや横部材の軸力伝達の際に当該部分の外板に、局部
的に座屈現象が発生するなど、車体強度上問題点があっ
た。つまり、上記従来の構造では、縦部材の断面はハッ
ト型すなわち、一端が開口したU字状断面であるため、
U状の2辺の間隔が縮まりやすい。そのため、縦部材に
横部材から軸力が作用した際に、車体側構部の面外曲げ
や横部材の軸力の伝達に不連続部が生じ易く、荷重条件
が厳しいときは当該部外板に屈曲が起こり易いという欠
点がある。
In a conventional structure of a railway vehicle, a cross-shaped joint of a frame is provided with a hat-shaped vertical frame member which is preferentially inserted and an outer plate of a discontinuous portion surrounded by an outer plate. The transmitted axial force of the lateral member is transmitted only by the outer plate. Therefore, when the load condition is severe, there is a problem in the strength of the vehicle body, such as a local buckling phenomenon occurring in the outer plate of the relevant portion during out-of-plane bending of the vehicle body side structure portion or transmission of the axial force of the lateral member. there were. That is, in the above-described conventional structure, since the cross section of the vertical member is a hat shape, that is, a U-shaped cross section with one end opened,
The interval between the two U-shaped sides is likely to be reduced. Therefore, when an axial force is applied to the vertical member from the horizontal member, discontinuous portions are likely to be generated in the out-of-plane bending of the vehicle body side structure and the transmission of the axial force of the horizontal member. Has the disadvantage that it is easily bent.

【0011】本発明の目的は、厳しい荷重条件に耐えら
れる強度を備えた、車両用の側構体を提供することにあ
る。
An object of the present invention is to provide a side structure for a vehicle having a strength capable of withstanding a severe load condition.

【0012】本発明の他の目的は、軽量でかつ、外板の
座屈を防止できる強度を備えた車両用の側構体を提供す
ることにある。
Another object of the present invention is to provide a side structure for a vehicle which is lightweight and has sufficient strength to prevent buckling of an outer plate.

【0013】[0013]

【課題を解決するための手段】本発明は、骨組部材を構
成する縦部材及び横部材と、前記縦部材及び横部材を一
体に結合するための継手と、前記骨組部材に固定される
薄い外板とからなり、前記縦部材及び横部材のそれぞれ
は、一対のウエブと各ウエブ端から延びたフランジ面と
を有するハット型断面形状の部材からなり、前記フラン
ジを前記外板にスポット溶接してなる、鉄道車両の側構
体において、前記骨組部材の一方の骨組部材の両ウエブ
と前記外板囲まれる部分で、かつ前記骨組部材の他方
の部材と交差する位置に、補強板が配置されており、該
補強板は、前記一方の骨組部材の長手方向に沿った断面
形状が、垂直部とフランジ部の組み合わせになるL字型
部分を含み、前記長手方向に直交する方向の該補強板の
両端面は前記一方の骨組部材の前記両ウェブに溶接され
ており、該補強板のフランジ部は前記外板にスポット溶
接されており、前記一方の骨組部材に前記補強板のフラ
ンジ部と前記外板0とをスポット溶接するための穴を設
けていること、を特徴とする。
SUMMARY OF THE INVENTION The present invention provides a vertical member and a horizontal member constituting a frame member, a joint for integrally connecting the vertical member and the horizontal member, and a thin outer member fixed to the frame member. consists of a plate, each <br/> of the longitudinal member and transverse member comprises a member of a hat-shaped cross section and a pair of web and flange surface extending from the respective web edge, the furan
In a side structure of a railway vehicle, which is spot-welded to the outer plate , at a portion surrounded by both webs of the one frame member of the frame member and the outer plate , and intersects with the other member of the frame member. Where the reinforcing plate is located,
The reinforcing plate has a cross section along the longitudinal direction of the one frame member.
L-shape is a combination of vertical and flange parts
Portion of the reinforcing plate in a direction orthogonal to the longitudinal direction.
Both end faces are welded to the two webs of the one frame member.
The flange portion of the reinforcing plate is spot fused to the outer plate.
And the one of the frame members is
Holes for spot welding the
, Is characterized.

【0014】[0014]

【0015】本発明の他の特徴は、前記鉄道車両の側構
体において、前記補強板は、前記ハット型骨組部材の長
手方向に沿った断面形状が、垂直部とフランジ部の組み
合わせになるL字型部分を含み、前記垂直部の端面が前
記骨組部材の前記両ウェブに結合され、該フランジ部が
前記外板にスポット溶接で結合されていることにある。
本発明の他の特徴は、前記鉄道車両の側構体におい
て、前記補強板は、前記ハット型骨組部材の長手方向に
沿った断面形状が、U字型の基底部とその両側に延びた
L字型のフランジ部の組み合わせになるものであり、前
記基底部の両側端面が前記骨組部材の前記両ウェブにそ
れぞれ結合され、前記フランジ部は前記基底部の底面と
平行であり、該フランジ部が前記外板にスポット溶接で
結合されていることにある。
Another feature of the present invention is that in the side structure of the railway vehicle, the reinforcing plate has an L-shape in which a cross-sectional shape along a longitudinal direction of the hat-shaped frame member is a combination of a vertical portion and a flange portion. An end portion of the vertical portion is connected to the two webs of the skeleton member, and the flange portion is connected to the outer plate by spot welding.
Another feature of the present invention is that, in the side structure of the railway vehicle, the reinforcing plate has an L-shape in which a cross-sectional shape along a longitudinal direction of the hat-shaped skeleton member extends to a U-shaped base portion and both sides thereof. A flange portion of a mold, wherein both end surfaces of the base portion are respectively connected to the two webs of the framing member, the flange portion is parallel to a bottom surface of the base portion, and the flange portion is It is that it is connected to the outer plate by spot welding.

【0016】本発明の他の特徴は、前記鉄道車両の側構
体において、前記補強板は、前記ハット型骨組部材の長
手方向に沿った断面形状が、基底部とその両側のウエブ
の組み合わせになるU字型であり、該両側のウエブが前
記骨組部材の両ウェブにそれぞれに結合され、前記基底
部が前記外板にスポット溶接で結合されていることにあ
る。
Another feature of the present invention is that, in the side structure of the railway vehicle, the reinforcing plate has a cross-sectional shape along a longitudinal direction of the hat-shaped frame member, which is a combination of a base portion and webs on both sides thereof. It is U-shaped, the webs on both sides being respectively connected to both webs of the framing member, and the base being connected to the outer plate by spot welding.

【0017】本発明によれば、ハット型断面を持つ骨組
部材の結合部において、断面U字型のU状部内に補強板
を配置することで、該補強板が突っ張り部材として機能
し、また、該補強板と外板とが結合されてるので、外板
の座屈を防止し、厳しい荷重条件に耐えられる側構体を
提供することができる。
According to the present invention, by arranging a reinforcing plate in a U-shaped section having a U-shaped cross section at a joint portion of a frame member having a hat-shaped cross section, the reinforcing plate functions as a tension member. Since the reinforcing plate and the outer plate are combined, it is possible to provide a side structure that prevents buckling of the outer plate and can withstand severe load conditions.

【0018】また、本発明によれば、フランジ部が外板
にスポット溶接で結合されているので、外板の固定間距
離Lがを短くできる。よって、外板の面外曲げ及び軸力
伝達負荷による座屈強度の向上を図ることができる。
Further, according to the present invention, since the flange portion is connected to the outer plate by spot welding, the distance L between fixing the outer plate can be shortened. Therefore, the buckling strength due to the out-of-plane bending of the outer plate and the axial force transmission load can be improved.

【0019】本発明を鉄道車両の側構体に採用すること
により、軽量薄板車体構造の骨組を構成する手段とし
て、構体製作時の外板の歪み防止,荷重条件の厳しいと
きの外板の座屈を防止するのに有効である。また、外板
の補強への結合が他の骨組と同じようにスポット溶接で
行えるため、このスポット溶接を追加したことによる外
観上の違和感はない。
By adopting the present invention to a side structure of a railway vehicle, means for forming a framework of a lightweight thin plate body structure can be used to prevent distortion of an outer plate at the time of manufacturing the structure and to buckle the outer plate when the load condition is severe. It is effective in preventing. Further, since the connection to the reinforcement of the outer plate can be performed by spot welding in the same manner as other frames, there is no sense of incongruity in appearance due to the addition of the spot welding.

【0020】又、荷重条件が更に厳しいときは、補強板
の外板側に適当な厚さの補強板を前もって追加して外板
と結合すれば、重量を増さずに、更に、座屈強度を向上
さすことができる。
When the load condition is more severe, a reinforcing plate having an appropriate thickness is added in advance to the outer plate side of the reinforcing plate and connected to the outer plate, so that the buckling can be further increased without increasing the weight. Strength can be improved.

【0021】[0021]

【実施例】以下、本発明の実施例について図を用いて詳
細に説明する。図1は鉄道車両の側面を構成する側構体
を内側から見た図面である。Eは乗客の出入り口用の空
間である。側構えの外板1の内側には複数の縦部材2と
複数の横部材3を交差して配置している。交差部には立
体継ぎ手4を配置して、外板1、縦部材2、および横部
材3の3者を一体に結合している。縦部材2と横部材3
は骨組を構成する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a drawing in which a side structure constituting a side surface of a railway vehicle is viewed from the inside. E is a space for the entrance of the passenger. A plurality of vertical members 2 and a plurality of horizontal members 3 are arranged inside the side plate 1 so as to intersect. A three-dimensional joint 4 is arranged at the intersection, and the three members of the outer plate 1, the vertical member 2, and the horizontal member 3 are integrally connected. Vertical member 2 and horizontal member 3
Constitute a skeleton.

【0022】本発明は、車両の側構体立体継手部の構造
として、図2乃至図4に示すような構成を採用したもの
である。図において、縦部材2および横部材3の断面形
状はハット型であり、先端の2つのフランジは外板1に
接触している。ハット型とは、先にも述べたように一対
のウエブと底面からなる断面U字型のU状部と、このU
状部のウエブ先端にそれぞれ設けられたフランジからな
る形状を言う。
In the present invention, the structure shown in FIGS. 2 to 4 is adopted as the structure of the three-dimensional joint of the side structure of the vehicle. In the figure, the cross-sectional shapes of the vertical member 2 and the horizontal member 3 are hat-shaped, and two flanges at the tips are in contact with the outer plate 1. As described above, the hat type includes a U-shaped section having a U-shaped cross section including a pair of webs and a bottom surface.
Refers to the shape consisting of flanges provided at the end of the web of the shape.

【0023】立体継ぎ手4は、前記両骨組部材2,3を
結合するための継手であり、外板側フランジ4a、室内
側フランジ4bおよび両フランジをつなぐウェブ4cか
らなっている。立体継手4は、スポット溶接5で縦部材
2に、スポット溶接6にて横部材3にそれぞれ固着され
る。立体継手間(d寸法)の外板1と骨組の結合はスポ
ット溶接7で行われる。また、外板と骨組部材並びに立
体継手の3枚重ねの接合は、スポット溶接8で行われ
る。
The three-dimensional joint 4 is a joint for connecting the two frame members 2 and 3 and is composed of an outer plate side flange 4a, an indoor side flange 4b, and a web 4c connecting the two flanges. The three-dimensional joint 4 is fixed to the vertical member 2 by spot welding 5 and to the horizontal member 3 by spot welding 6. The joint between the outer plate 1 and the skeleton between the three-dimensional joints (d dimension) is performed by spot welding 7. In addition, the joint between the outer plate, the frame member and the three-dimensional joint of the three-dimensional joint is performed by spot welding 8.

【0024】本発明では、縦部材2の外板側のフランジ
面2aと同一平面になるようなフランジ面10aを有す
る補強板10を、予め縦部材2のU字型部内に結合す
る。このとき、補強板10は、縦部材2と外板1とで囲
まれる部分でかつ横部材3と交差する平行線上の位置に
配置される。つまり、横部材3のフランジ3a,3aの
端部の延長線上の範囲L2内に、補強板10が存在す
る。図2等に示すように、補強板10の上下端はフラン
ジ3a,3aの範囲L2よりも上下方向に突出していて
も良い。そして、外板1と補強板10のフランジ面10
aを、スポット溶接11,12で結合する。
In the present invention, the reinforcing plate 10 having the flange surface 10a which is flush with the flange surface 2a on the outer plate side of the vertical member 2 is previously joined to the U-shaped portion of the vertical member 2. At this time, the reinforcing plate 10 is disposed at a position surrounded by the vertical member 2 and the outer plate 1 and at a position on a parallel line crossing the horizontal member 3. That is, the reinforcing plate 10 exists in a range L2 on an extension of the end of the flange 3a of the horizontal member 3. As shown in FIG. 2 and the like, the upper and lower ends of the reinforcing plate 10 may protrude vertically from the range L2 of the flanges 3a, 3a. Then, the flange surface 10 of the outer plate 1 and the reinforcing plate 10
a are joined by spot welding 11 and 12.

【0025】一般に、図5のような平板の座屈限界応力
σcrは、次式1で与えられる。
Generally, a buckling limit stress σcr of a flat plate as shown in FIG.

【0026】[0026]

【数1】 (Equation 1)

【0027】ここで、 E:平板の縦弾性係数 ν:ポアソン比 t:板厚 a:長方形の長辺の長さ b:長方形の短辺の長さ K:応力分布,周辺条件,長短比a/bにより決まる係
数で、一般的にa/bが小さくなるほどKが大きくな
る。
Here, E: modulus of longitudinal elasticity of a flat plate ν: Poisson's ratio t: plate thickness a: length of a long side of a rectangle b: length of a short side of a rectangle K: stress distribution, peripheral conditions, ratio of length to length a The coefficient is determined by / b, and generally, K decreases as a / b decreases.

【0028】上式においてt,bが一定の時はaが小さ
くなるとKは大きくなり、座屈限界応力σcrは大きくな
る。このことより板厚tが一定の時は、固定間距離(長
辺の長さa)が小さいほど座屈が起こりにくくなること
がわかる。
In the above equation, when t and b are constant, K becomes larger as a becomes smaller, and the buckling limit stress σcr becomes larger. From this, it can be seen that when the plate thickness t is constant, buckling is less likely to occur as the fixed distance (long side length a) is smaller.

【0029】本発明は上記に鑑み、補強板10のフラン
ジ面10aの上を含む多点において、外板を骨組部材
2,3にスポット溶接で固定するものである。
In view of the above, the present invention is to fix the outer plate to the frame members 2 and 3 by spot welding at multiple points including on the flange surface 10a of the reinforcing plate 10.

【0030】本発明による車両の側構体の立体継手部の
製作状況を図6乃至図10で説明する。図6は本発明の
一実施例になる補強板10の斜視図を示す。補強板10
は、外板1に接するフランジ面10a,10aと、縦部
材2の底面2cに接する底面10cと、縦部材2のウエ
ブ面2b,2bに接する側辺10bとを有する。
The manufacturing state of the three-dimensional joint of the side structure of the vehicle according to the present invention will be described with reference to FIGS. FIG. 6 is a perspective view of the reinforcing plate 10 according to one embodiment of the present invention. Reinforcement plate 10
Has flange surfaces 10a, 10a in contact with the outer plate 1, a bottom surface 10c in contact with the bottom surface 2c of the vertical member 2, and side edges 10b in contact with the web surfaces 2b, 2b of the vertical member 2.

【0031】図7に示すように、縦部材2はフランジ面
2a,2aを有する。補強板10は、予めその側辺10
bが縦部材2のウエブ面2b,2bに溶接15にて強固
に固着される。
As shown in FIG. 7, the vertical member 2 has flange surfaces 2a, 2a. The reinforcing plate 10 is
b is firmly fixed to the web surfaces 2b, 2b of the vertical member 2 by welding 15.

【0032】図8は、立体継手4を組み合わせた横部材
3の斜視図を示す。横部材3は、フランジ面3a,3a
と、底面3b,これらの間のウエブ3c,3cを有し、
それぞれ立体継手4の外板側フランジ4a、4a,室内
側フランジ4bに固定されている。
FIG. 8 is a perspective view of the horizontal member 3 in which the three-dimensional joint 4 is combined. The horizontal member 3 has flange surfaces 3a, 3a.
And a bottom surface 3b and webs 3c and 3c therebetween.
The three-dimensional joint 4 is fixed to the outer plate side flanges 4a, 4a and the indoor side flange 4b, respectively.

【0033】図9は、縦部材2と横部材3からなる骨組
みの組み合わせの斜視図を示す。補強板10は、縦部材
2と外板1で囲まれる部分で、かつ横部材3と交差する
平行線上の位置に配置される。この補強板10はその側
辺10b,10bが予め溶接15により縦部材2のウエ
ブ面2b,2bに固着されている。
FIG. 9 is a perspective view of a combination of a skeleton including the vertical member 2 and the horizontal member 3. The reinforcing plate 10 is disposed at a position surrounded by the vertical member 2 and the outer plate 1 and at a position on a parallel line crossing the horizontal member 3. The sides 10b of the reinforcing plate 10 are fixed to the web surfaces 2b of the vertical member 2 by welding 15 in advance.

【0034】縦部材2の外板側のフランジ面2a,2a
と同一平面にある補強板のフランジ面10a,10aa
には、外板1がスポット溶接で結合される。すなわち、
この骨組み構造に外板1,1aを組合せる時に、スポッ
ト溶接11,12により外板1をフランジ面10aa,
10aに結合する。外板1を取り付けた構体の斜視図が
図14である。
The flange surface 2a on the outer plate side of the vertical member 2
Flange surfaces 10a, 10aa of the reinforcing plate in the same plane as
The outer plate 1 is joined by spot welding. That is,
When the outer plates 1 and 1a are combined with the frame structure, the outer plates 1 are spot-welded 11 and 12 to form the flange surfaces 10aa and 10aa.
Bind to 10a. FIG. 14 is a perspective view of the structure to which the outer plate 1 is attached.

【0035】11は、外板1aと補強板10のフランジ
面10aaとの2枚重ねのスポット溶接を示す。12
は、外板1,1aと補強板10のフランジ面10bとの
3枚重ねのスポット溶接を示す。14はスポット溶接用
の一方の電極であり、フランジ10aa,10aの裏面
に電極14を挿入できるように、縦部材2の底部2c
に、穴16,16を設けている。スポット溶接11−1
2間の距離は横部材のフランジ3a−3a間の距離L2
よりも若干小さい程度である。また、スポット溶接位置
12は外板1aと外板1とを重ねて接合する部分であ
る。外板1aが外位置1の外側に位置している。このた
め、外位置1aを外板1の板厚分だけ段差13を設けて
いる。これを通称として背ぎりという。
Numeral 11 indicates two spot weldings of the outer plate 1a and the flange surface 10aa of the reinforcing plate 10. 12
Indicates spot welding of three sheets of the outer plates 1 and 1a and the flange surface 10b of the reinforcing plate 10. Reference numeral 14 denotes one electrode for spot welding, and the bottom 2c of the vertical member 2 so that the electrode 14 can be inserted into the back surface of the flanges 10aa, 10a.
Are provided with holes 16,16. Spot welding 11-1
2 is the distance L2 between the flanges 3a-3a of the horizontal member.
It is slightly smaller than that. The spot welding position 12 is a portion where the outer plate 1a and the outer plate 1 are overlapped and joined. The outer plate 1a is located outside the outer position 1. For this reason, a step 13 is provided at the outer position 1 a by the thickness of the outer plate 1. This is commonly referred to as a breach.

【0036】このような構造にすることにより、荷重条
件の厳しい場合でも外板1が座屈しないような構造を得
ることができる。すなわち、従来、外板1を骨組縦部材
2の外板側のフランジ部で固定していたものに比べ、ス
ポット溶接による外板1の固定点間の距離Lを短く、例
えば1/2にできるので、外板1,1aの面外曲げ及
び、軸力伝達負荷による座屈強度の向上を図ることがで
きる。
By adopting such a structure, it is possible to obtain a structure in which the outer plate 1 does not buckle even under severe load conditions. That is, the distance L between the fixing points of the outer plate 1 by spot welding can be shortened, for example, to 比 べ, as compared with the conventional case in which the outer plate 1 is fixed by the flange portion on the outer plate side of the framed vertical member 2. Therefore, it is possible to improve the buckling strength due to the out-of-plane bending of the outer plates 1 and 1a and the axial force transmission load.

【0037】また、従来は、縦部材2のウエブ2bと2
bとの間の外板1と外板1aとの重ね部(すなわち、外
板1,1aの端面の近く)はスポット溶接されていな
い。このため、横部材3から軸力が作用した場合に、こ
の部分(前記端面の近く)の外板1,1aは周知のよう
に座屈しやすい。端面側がより座屈しやすい。しかし、
上記実施例では、重ね部の外板1,1aは縦部材2に固
定された補強板10のフランジ面10a,10aaにス
ポット溶接12,11によって固定されているので、座
屈を防止できるものである。
Conventionally, the webs 2b and 2b
b, the overlapping portion of the outer plate 1 and the outer plate 1a (that is, near the end surfaces of the outer plates 1 and 1a) is not spot-welded. Therefore, when an axial force is applied from the lateral member 3, the outer plates 1 and 1a at this portion (near the end face) are easily buckled as is well known. The end face is more likely to buckle. But,
In the above embodiment, since the outer plates 1 and 1a of the overlapping portion are fixed to the flange surfaces 10a and 10aa of the reinforcing plate 10 fixed to the vertical member 2 by spot welding 12 and 11, buckling can be prevented. is there.

【0038】本発明による車両の側構体の立体継手部の
構造は、軽量薄板車体構造の骨組を構成する手段とし
て、構体製作時の外板の歪み防止,荷重条件の厳しいと
きの外板の座屈を防止するのに有効である。また、外板
の補強への結合が他の骨組と同じようにスポット溶接で
行われるためこのスポット溶接を追加したことによる外
観上の違和感はない。
The structure of the three-dimensional joint of the side structure of the vehicle according to the present invention is used as a means for forming a framework of a lightweight thin plate body structure, in order to prevent the distortion of the outer plate at the time of manufacturing the structure and to seat the outer plate when the load condition is severe. It is effective to prevent buckling. Further, since the connection to the reinforcement of the outer plate is performed by spot welding as in the case of other frames, there is no sense of incongruity in appearance due to the addition of the spot welding.

【0039】継手部の補強板10は、予め縦部材2に溶
接15にて強固に固着されており、横部材3の軸力はこ
の補強板10とそれに結合された外板1を介して相対す
る横部材3にスムーズに伝えることができる。又、補強
板10と外板1をスポット溶接11,12で結合するこ
とにより、外板の固定間距離を短くできるので外板の座
屈強度が大幅に向上する。
The reinforcing plate 10 of the joint portion is firmly fixed in advance to the vertical member 2 by welding 15, and the axial force of the horizontal member 3 is relatively increased via the reinforcing plate 10 and the outer plate 1 connected thereto. Can be smoothly transmitted to the horizontal member 3. In addition, by joining the reinforcing plate 10 and the outer plate 1 by spot welding 11 and 12, the distance between the fixing of the outer plates can be shortened, so that the buckling strength of the outer plate is greatly improved.

【0040】補強板10はフランジ10bを有し、フラ
ンジ10a,10aaから底部10cまでの高さは骨部
材2の底部2cの内側からフランジ2aまでの高さに一
致させると良い。これによれば、補強板10を骨部材2
内に挿入したとき、フランジ10a,10aaの面とフ
ランジ2aの面とが同一位置になり、特別の位置決め治
具を不要にでき、溶接作業を簡単にできる。
The reinforcing plate 10 has a flange 10b, and the height from the flanges 10a, 10aa to the bottom 10c is preferably equal to the height from the inside of the bottom 2c of the bone member 2 to the flange 2a. According to this, the reinforcing plate 10 is connected to the bone member 2.
When it is inserted into the inside, the surfaces of the flanges 10a and 10aa and the surface of the flange 2a are at the same position, so that a special positioning jig is not required and the welding operation can be simplified.

【0041】補強板10の溶接15の位置は、ウエブ2
cに面する位置である。フランジ2a,10aの位置で
は溶接を行っていないので、その部分の溶接ビードの切
削を不要にできる。
The position of the weld 15 of the reinforcing plate 10 is
This is the position facing c. Since welding is not performed at the positions of the flanges 2a and 10a, it is not necessary to cut a weld bead at that portion.

【0042】溶接15の位置は、フランジ2aに近い位
置で良いので、溶接作業を簡単にできる。
Since the position of the weld 15 may be a position close to the flange 2a, the welding operation can be simplified.

【0043】補強板10のウエブ10b−10bの間隔
は、横部材3のウエブ3b−3bの間隔に同一である。
フランジ10a,10aの幅は、フランジ3a,3aの
幅と同一である。このため、縦部材2等が変形するのを
防止して、横部材3の軸力を縦部材2を介した横部材3
に伝達できる。
The interval between the webs 10b-10b of the reinforcing plate 10 is equal to the interval between the webs 3b-3b of the horizontal member 3.
The width of the flanges 10a, 10a is the same as the width of the flanges 3a, 3a. Therefore, the vertical member 2 and the like are prevented from being deformed, and the axial force of the horizontal member 3 is applied to the horizontal member 3 via the vertical member 2.
Can be transmitted to

【0044】又、荷重条件が更に厳しいときは、補強板
10の外板側に適当な厚さの補強板を前もって追加して
外板1と結合すれば、重量を増さずに、更に、座屈強度
を向上さすことができる。
When the load condition is more severe, a reinforcing plate having an appropriate thickness may be added in advance to the outer plate side of the reinforcing plate 10 and connected to the outer plate 1 without increasing the weight. Buckling strength can be improved.

【0045】本発明は、鉄道車両に限らず、外板側フラ
ンジおよび室内側フランジおよび両フランジを結合せし
めるウェブとからなる断面を有する、相交差する部材を
外板の骨組として使用した構造物で、部材の結合部が不
連続になる外板の座屈を防止する構造に適用できる。
The present invention is not limited to railcars, and is a structure using crossing members having a cross section composed of an outer plate side flange, an indoor side flange, and a web connecting both flanges, as a frame of the outer plate. The present invention can be applied to a structure for preventing buckling of an outer plate in which a connecting portion of members becomes discontinuous.

【0046】なお、本発明を適用するためには、少なく
とも縦部材2,横部材3のいずれか一方の断面形状がハ
ット型であればよい。ハット型断面の骨組み部材に補強
板を固定すれば良い。また、継手部は立体継手だけでな
く、平面的な継ぎ手であっても良い。
In order to apply the present invention, it is sufficient that at least one of the vertical member 2 and the horizontal member 3 has a hat-shaped cross section. What is necessary is just to fix a reinforcement board to the framework member of a hat-shaped cross section. Further, the joint portion may be not only a three-dimensional joint but also a planar joint.

【0047】このように、本発明の実施例によれば、薄
板車体骨組構造における部材結合部に補強を配置するこ
とで、厳しい荷重条件に耐えられる側構体を提供するこ
とができる。即ち、 1)縦部材2の継手構成部に設ける補強板10は、単品
にして、骨組部材に部品の時点で組み込むことができ
る。
As described above, according to the embodiment of the present invention, it is possible to provide a side structure capable of withstanding a severe load condition by arranging the reinforcement at the member connecting portion in the thin body frame structure. That is, 1) The reinforcing plate 10 provided on the joint constituting portion of the vertical member 2 can be made as a single item and incorporated into the skeleton member at the time of the component.

【0048】2)補強板10は、横部材の延長上に配置
されているので、横部材軸力の伝達はスムーズに行われ
る。
2) Since the reinforcing plate 10 is disposed on the extension of the horizontal member, the transmission of the axial force of the horizontal member is performed smoothly.

【0049】3)従来の当該継手構造の中央部に面する
外板は、図16に示すようにスポット溶接8で縦部材2
及び横部材3に結合されるので、外板の固定間距離はL
となり、構造上それ以上は小さくできなかった。本発明
のように、補強板10を配置し、外板をスポット溶接1
1,12により補強板10に結合すれば、外板の固定間
距離を短くできるので継手部外板の座屈強度を向上さす
ことができる。
3) The outer plate facing the center of the conventional joint structure is formed by spot welding 8 as shown in FIG.
And the horizontal member 3, the distance between the fixed outer plates is L
, And could not be further reduced in structure. As in the present invention, the reinforcing plate 10 is disposed and the outer plate is spot-welded 1
By connecting the reinforcing plate 10 to the reinforcing plate 10 by using the joints 1 and 12, the distance between the fixing of the outer plates can be shortened, so that the buckling strength of the joint outer plate can be improved.

【0050】図11の実施例は、補強板10の他の実施
例であり、短く分割したC状(チャンネル状)の補強板
10A,10Bを2個組み合わせて用い、それぞれのウ
エブ10Ab,10Bbを縦部材2のウエブ2bに溶接
15,17したものである。フランジ10Aa,10B
aがフランジ10aa,10aに相当する。
The embodiment shown in FIG. 11 is another embodiment of the reinforcing plate 10, in which two short C-shaped (channel-shaped) reinforcing plates 10A and 10B are used in combination, and the respective webs 10Ab and 10Bb are used. This is obtained by welding 15, 17 to the web 2b of the vertical member 2. Flanges 10Aa, 10B
“a” corresponds to the flanges 10aa and 10a.

【0051】図12の実施例は、補強板10の他の実施
例であり、縦部材2の長手方向に長い補強板10Cを用
い、前記長手方向の両端を折り曲げてフランジ10Cc
にしている。フランジ10Ccはウエブ2bに溶接15
している。フランジ10Ccと10Ccとの間のフラン
ジ10Caをフランジ2aに溶接15している。この溶
接部18のビードは切削して平に仕上げる。
The embodiment shown in FIG. 12 is another embodiment of the reinforcing plate 10, in which a reinforcing plate 10C which is long in the longitudinal direction of the vertical member 2 is used, and both ends in the longitudinal direction are bent to form a flange 10Cc.
I have to. The flange 10Cc is welded to the web 2b.
are doing. The flange 10Ca between the flanges 10Cc and 10Cc is welded 15 to the flange 2a. The bead of the welded portion 18 is cut and flattened.

【0052】縦部材との関係において横部材3が優先の
場合は、前記補強板10を横部材3空間内に設置する。
When the horizontal member 3 has priority in relation to the vertical member, the reinforcing plate 10 is installed in the space of the horizontal member 3.

【0053】[0053]

【発明の効果】本発明によれば、薄板を用いた車体骨組
構造における部材結合部に、補強板を配置することで、
厳しい荷重条件に耐えられる、車両用の側構体を提供す
ることができる。
According to the present invention, by arranging a reinforcing plate at a member connecting portion in a body frame structure using a thin plate,
A side structure for a vehicle that can withstand severe load conditions can be provided.

【0054】また、補強板は、骨組部材を構成する縦部
材又は横部材のうち一方の優先部材に交差する他の部材
の延長上に配置されているので、他の部材軸力の伝達は
スムーズに行われる。
Further, since the reinforcing plate is disposed on an extension of another member intersecting one of the longitudinal members or the transverse members constituting the frame member, the axial force of the other member is smoothly transmitted. Done in

【0055】さらに、外板の固定位置間の距離を、従来
よりも短くできるので、継手部外板の座屈強度を向上さ
せることができる。
Further, since the distance between the fixing positions of the outer plate can be made shorter than before, the buckling strength of the joint outer plate can be improved.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明が適用される車両の側構体の骨組の一般
的な構成を示す、要部正面図である。
FIG. 1 is a main part front view showing a general configuration of a skeleton of a side structure of a vehicle to which the present invention is applied.

【図2】図1の十字骨組の継手部として用いられる、本
発明の一実施例になる継手構造の正面図である。
FIG. 2 is a front view of a joint structure according to an embodiment of the present invention, which is used as a joint portion of the cross-frame shown in FIG.

【図3】図2のD−D線断面図を示す。FIG. 3 is a sectional view taken along line DD of FIG. 2;

【図4】図2のE−E線断面図を示す。FIG. 4 is a sectional view taken along line EE of FIG. 2;

【図5】平板の座屈限界応力の計算モデルを示す図であ
る。
FIG. 5 is a view showing a calculation model of a buckling limit stress of a flat plate.

【図6】図2の実施例における、補強板の斜視図であ
る。
FIG. 6 is a perspective view of a reinforcing plate in the embodiment of FIG.

【図7】図2の実施例において、補強板を取り付けた骨
組縦部材の斜視図である。
FIG. 7 is a perspective view of a skeleton vertical member to which a reinforcing plate is attached in the embodiment of FIG. 2;

【図8】図2の実施例において、立体継手を組み合わせ
た横部材の斜視図である。
FIG. 8 is a perspective view of a lateral member combined with a three-dimensional joint in the embodiment of FIG. 2;

【図9】図2の実施例において、縦部材と横部材を組み
合わせた状態の斜視図である。
FIG. 9 is a perspective view showing a state where a vertical member and a horizontal member are combined in the embodiment of FIG. 2;

【図10】図2の実施例において、外板を骨組に取り付
けた構体の斜視図である。
FIG. 10 is a perspective view of a structure in which the skin is attached to the skeleton in the embodiment of FIG. 2;

【図11】本発明の他の実施例になる、補強板の斜視図
である。
FIG. 11 is a perspective view of a reinforcing plate according to another embodiment of the present invention.

【図12】本発明の他の実施例になる、補強板の斜視図
である。
FIG. 12 is a perspective view of a reinforcing plate according to another embodiment of the present invention.

【図13】図1の十字骨組の継手部として用いられる、
従来の継手構造の一例を示す正面図である。
13 is used as a joint part of the cruciform skeleton of FIG. 1,
It is a front view showing an example of the conventional joint structure.

【図14】図13の右半分の一部を斜視立体図で示した
ものである。
14 is a perspective three-dimensional view of a part of the right half of FIG. 13;

【図15】図13のB−B線断面図を示す。FIG. 15 is a sectional view taken along line BB of FIG. 13;

【図16】図13のC−C線断面図を示す。FIG. 16 is a sectional view taken along line CC of FIG. 13;

【符号の説明】[Explanation of symbols]

1…外板、2…骨組縦部材、3…骨組横部材、4…立体
継手、5,6,7,8…スポット溶接、9…縦部材空白
部、10,17,18…補強板、11…外板補強2枚重
ねスポット溶接、12…外板補強3枚重ねスポット溶
接、13…外板継ぎ部背ぎり、14…電極、15…溶
接、16…貫通穴。
DESCRIPTION OF SYMBOLS 1 ... Outer plate, 2 ... Frame vertical member, 3 ... Frame horizontal member, 4 ... Solid joint, 5,6,7,8 ... Spot welding, 9 ... Vertical member blank portion, 10,17,18 ... Reinforcement plate, 11 ... Spot welding of two sheets of reinforcement of outer plate, 12: Spot welding of three sheets of reinforcement of outer panel, 13 ... Behind the joint of outer plate, 14 ... Electrode, 15 ... Welding, 16 ... Through hole.

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平7−54431(JP,A) 特開 平7−172303(JP,A) (58)調査した分野(Int.Cl.7,DB名) B61D 17/08 ────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-7-54431 (JP, A) JP-A-7-172303 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) B61D 17/08

Claims (6)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】骨組部材を構成する縦部材及び横部材と、
前記縦部材及び横部材を一体に結合するための継手と、
前記骨組部材に固定される薄い外板とからなり、前記
部材及び横部材のそれぞれは、一対のウエブと各ウエブ
端から延びたフランジ面とを有するハット型断面形状の
部材からなり、前記フランジを前記外板にスポット溶接
してなる、鉄道車両の側構体において、前記骨組部材の一方の 骨組部材の両ウエブと前記外板に
囲まれる部分で、かつ前記骨組部材の他方の部材と交差
する位置に、補強板が配置されており、 該補強板は、前記一方の骨組部材の長手方向に沿った断
面形状が、垂直部とフランジ部の組み合わせになるL字
型部分を含み、前記長手方向に直交する方向の該補強板
の両端面は前記一方の骨組部材の前記両ウェブに溶接さ
れており、 該補強板のフランジ部は前記外板にスポット溶接されて
おり、 前記一方の骨組部材に前記補強板のフランジ部と前記外
板とをスポット溶接するための穴を設けていること、 を特徴とする鉄道車両の側構体。
1. A vertical member and a horizontal member constituting a frame member;
A joint for integrally connecting the vertical member and the horizontal member,
It consists of a thin outer skin fixed to the frame member, the vertical
Each of the member and the lateral member has a hat-shaped cross-sectional shape having a pair of webs and a flange surface extending from each web end.
The flange is spot welded to the outer plate
In the side structure of the railway vehicle , a reinforcing plate is disposed at a portion surrounded by both webs and the outer plate of one of the framing members of the framing member and at a position intersecting with the other member of the framing member. The reinforcing plate is cut along the longitudinal direction of the one skeleton member.
L-shape where the surface shape is a combination of a vertical part and a flange part
The reinforcing plate in a direction orthogonal to the longitudinal direction, including a mold portion
Are welded to the two webs of the one frame member.
Are, the flange portion of the reinforcing plate is spot welded to the outer plate
And the flange portion of the reinforcing plate and the outer
A side structure of a railway vehicle, wherein a hole for spot welding a plate is provided .
【請求項2】 請求項1記載の鉄道車両の側構体におい
て、前記補強板は、前記一方の骨組部材の長手方向に沿
った断面形状が、U字型部とその両側に延びたL字型の
フランジ部の組み合わせになるものであり、前記U字型
部の両側の辺の間隔が他方の骨組部材の両ウエブに実質
的に同一であり、前記U字型部の両側の辺は前記一方の
骨組部材の前記両ウェブにそれぞれ結合され、前記フラ
ンジ部は前記外板にスポット溶接で結合されているこ
と、を特徴とする鉄道車両の側構体。
2. The side structure of a railway vehicle according to claim 1, wherein said reinforcing plate has a U-shaped section and an L-shaped section extending on both sides thereof along a longitudinal direction of said one frame member. Wherein the distance between the sides on both sides of the U-shaped part is substantially the same for both webs of the other skeleton member, and the sides on both sides of the U-shaped part are The side structure of a railway vehicle, wherein the flanges are connected to the outer plate by spot welding, respectively.
【請求項3】 請求項1記載の鉄道車両の側構体におい
て、前記補強板は、前記一方の骨組部材の長手方向に沿
った断面形状が、基底部とその両側のウエブの組み合わ
せになるU字型であり、該両側のウエブが前記一方の骨
組部材の両ウェブにそれぞれに結合され、前記基底部が
前記外板にスポット溶接で結合されていること、を特徴
とする鉄道車両の側構体。
3. The side structure of a railway vehicle according to claim 1, wherein the reinforcing plate has a U-shape in which a cross-sectional shape along a longitudinal direction of the one frame member is a combination of a base portion and webs on both sides thereof. A side structure of a railway car, wherein the webs on both sides are respectively connected to both webs of the one skeleton member, and the base portion is connected to the outer plate by spot welding.
【請求項4】 請求項2または3記載の鉄道車両の側構体
において、前記U字型の補強板が、前記一方の骨組部材
の長手方向に沿って複数個配置されていること、を特徴
とする鉄道車両の側構体。
4. The side structure of a railway vehicle according to claim 2, wherein a plurality of said U-shaped reinforcing plates are arranged along a longitudinal direction of said one frame member. Side structure of the rolling stock to be used.
【請求項5】 請求項3記載の鉄道車両の側構体におい
て、前記補強板の前記U字型の両ウエブの間隔は前記他
方の骨組部材の両ウエブの間隔と実質的に同一であるこ
と、を特徴とする鉄道車両の側構体。
5. The side structure of a railway vehicle according to claim 3, wherein a distance between the two U-shaped webs of the reinforcing plate is substantially the same as a distance between the two webs of the other frame member. A side structure of a railway vehicle, characterized in that:
【請求項6】 請求項1記載の鉄道車両の側構体におい
て、前記補強板を配置する一方の骨組部材は前記縦部材
であることを特徴とする鉄道車両の側構体。
6. The side structure of a railway vehicle according to claim 1, wherein one of the frame members on which the reinforcing plate is disposed is the vertical member.
JP18252395A 1995-07-19 1995-07-19 Railcar side structure Expired - Fee Related JP3226005B2 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
JP18252395A JP3226005B2 (en) 1995-07-19 1995-07-19 Railcar side structure
AU27174/95A AU2717495A (en) 1995-07-19 1995-07-25 Side-structure of railroad car
KR1019950024959A KR100350034B1 (en) 1995-07-19 1995-08-14 Side structure of railway vehicle

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18252395A JP3226005B2 (en) 1995-07-19 1995-07-19 Railcar side structure

Publications (2)

Publication Number Publication Date
JPH0930414A JPH0930414A (en) 1997-02-04
JP3226005B2 true JP3226005B2 (en) 2001-11-05

Family

ID=16119799

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18252395A Expired - Fee Related JP3226005B2 (en) 1995-07-19 1995-07-19 Railcar side structure

Country Status (3)

Country Link
JP (1) JP3226005B2 (en)
KR (1) KR100350034B1 (en)
AU (1) AU2717495A (en)

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JP4425079B2 (en) * 2004-07-13 2010-03-03 川崎重工業株式会社 Railcar structures
WO2008068808A1 (en) 2006-11-30 2008-06-12 The Kinki Sharyo Co., Ltd. Method of joining by welding outer panel/attachment of rolling stock and side structure made thereby
WO2008068796A1 (en) 2006-11-30 2008-06-12 The Kinki Sharyo Co., Ltd. Body skeleton structure of rolling stock
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Also Published As

Publication number Publication date
KR970006030A (en) 1997-02-19
AU2717495A (en) 1997-01-23
KR100350034B1 (en) 2002-11-22
JPH0930414A (en) 1997-02-04

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