JPH0930414A - Side gutter body for rail-way rolling stock - Google Patents

Side gutter body for rail-way rolling stock

Info

Publication number
JPH0930414A
JPH0930414A JP7182523A JP18252395A JPH0930414A JP H0930414 A JPH0930414 A JP H0930414A JP 7182523 A JP7182523 A JP 7182523A JP 18252395 A JP18252395 A JP 18252395A JP H0930414 A JPH0930414 A JP H0930414A
Authority
JP
Japan
Prior art keywords
plate
outer plate
side structure
webs
flange
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.)
Granted
Application number
JP7182523A
Other languages
Japanese (ja)
Other versions
JP3226005B2 (en
Inventor
Masami Fujita
正美 藤田
Minoru Tanaka
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
Hitachi Kasado Engineering Co Ltd
Original Assignee
Hitachi Ltd
Hitachi Kasado Engineering Co 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, Hitachi Kasado Engineering Co 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

Abstract

PROBLEM TO BE SOLVED: To improve the buckling strength of an outer plate by combining a reinforcing plate for a skeleton member with the skeleton member at a part of the skeleton member surrounded by both webs and the outer plate and on a parallel line crossing other members of the skeleton member, and welding the flange surface of the reinforcing plate to the outer plate. SOLUTION: An outer plate 1 is connected to the flange surface of a reinforcing plate, which is formed into the nearly same flat surface with the outer plate side flange surface of a vertical member 2, by spot welding. Namely, at the time of combining the outer plate 1 with this skeleton structure, the outer plate 1 is welded to the flange surface by the spot welding 11, 12. The spot welding 11 is the two-ply welding of the outer plate and the flange surface of the reinforcing plate. The spot welding 12 is the three-ply welding of the outer plate and the flange surface of the reinforcing plate. A distance between the spot weldings 11-12 is a little smaller than the distance L2 between the flange surfaces of lateral members 3. Since the outer plate is arranged outside of the outer position, the outer position is provided with a stage difference by the plate thickness of the outer plate 1. With this structure, even in the hard loading condition, buckling of the outer plate can be prevented.

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 crossed 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. 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 speed up a railway vehicle and save energy, weight reduction of a vehicle structure is one of the important matters.
A side structure of a conventional railroad vehicle is configured by integrally joining a thin-walled outer plate to a thin-framed structure by spot welding or the like in order to secure strength while reducing 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 each other. The three-dimensional joint 4 is arranged at the intersection, and the outer plate 1, the vertical member 2, and the horizontal member 3 are arranged.
The three parties are combined together. The vertical member 2 and the horizontal member 3 form a skeleton. The cross-sectional shapes of the vertical member 2 and the horizontal member 3 are hat-shaped, and the two flanges at the tips are the outer plates 1 respectively.
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, the hat type is a U-shaped U-shaped section having webs 2b and 3b and bottom surfaces 2c and 3c.
It is a shape composed of a U-shaped portion and flanges 2a and 3a provided on the tip 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 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。
The three-dimensional joint 4 is integrally three-dimensionally shaped to connect the vertical member 2 and the horizontal member 3. Spot welding 5A, three-dimensional joint 4, flange 2 of vertical member 2
a and the outer plate 1 are joined together, and the three-dimensional joint 4 and the central member of the vertical member 2 are joined together by spot welding 5B. Spot welding 6A, three-dimensional joint 4, flange 2 of lateral member 3
a and the outer plate 1 are connected, and the three-dimensional joint 4 and the member at the center of the lateral member 3 are connected by spot welding 6B. Two
The flange 2a of the longitudinal member 2 between the three three-dimensional joints 4, 4,
The flanges 3 a of the lateral member 3 are 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。
As shown in FIG. 16, the end of the lateral member 3 is
It is located near the web 2b of the vertical member 2. Therefore, the end of the horizontal member 3 overlaps the flange 2 a of the vertical member 2. Therefore, the height of the end portion of the horizontal member 3 is short 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-dimensionally integrally molded three-dimensional joint for connecting the frames, which is fixed to the vertical member by spot welding 5 and to the horizontal member by spot welding 6, respectively. The connection between the outer plate and the frame between the space joints (dimension d) is performed by spot welding 7. In this case, since the outer plate side flanges of the lateral members 3 are continuously arranged, the spot welding pitch can be arbitrarily determined. However, the outer plate 1, the frame members 2, 3 and the three-dimensional joint 4 are three pieces. The position of the overlap spot weld 8 is restricted by the structure of the joint portion.

【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, since a blank portion 9 (see FIG. 16) surrounded by the vertical member 2 and the outer plate 1 that are preferentially passed through is formed at the intersection of the skeletons, the vertical member is a horizontal member. When an axial force is applied from the above, a discontinuous portion is likely to occur in the out-of-plane bending of the vehicle body side structural portion and the transmission of the axial force of the lateral member 3, and when the load condition is severe, the outer plate of the relevant portion is likely to bend. 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., Japanese Utility Model Laid-Open No. 56-161853, "Column structure in railway vehicles"
Also, there are known examples such as JP-A-59-186762 "framework joint structure". Japanese Utility Model Laid-Open No. 56-161853 is intended to prevent transmission failure of axial force and decrease in bending rigidity due to discontinuity of connection between the column and the lateral member. A pillar structure is shown which is a reinforcing pillar that reinforces this pillar and also serves as a lining plate and a fixture mounting material. This prior art does not mention local buckling prevention 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。
Further, in Japanese Patent Laid-Open No. 59-186762, the frame and the 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 strict and the axial force of the lateral member becomes large, the adhesive has a problem that the reliability of strength is inferior to that of 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 the structure of a railway vehicle structure known in the related art, in the cross joint portion of the skeleton, the hat-shaped frame vertical member that is preferentially passed through and the outer plate of the discontinuous portion surrounded by the outer plate are provided. 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 vehicle body side portion during the out-of-plane bending and the transmission of the axial force of the lateral member. there were. That is, in the above conventional structure, the vertical member has a hat-shaped cross section, that is, a U-shaped cross section with one end open,
The space between the two sides of the U-shape tends to shrink. Therefore, when an axial force is applied to the vertical member from the lateral member, a discontinuous portion is likely to occur in the out-of-plane bending of the vehicle body side structure or the transmission of the axial force of the lateral member. It has the drawback that it tends to bend.

【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 severe load conditions.

【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 a strength capable of preventing 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、前記骨組部材の少なくとも一方
は、一対のウェブと各ウェ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骨組部材からなる鉄道車両
の側構体において、 前記骨組部材の前記フランジ面と
同一平面になるようなフランジ面を有する補強板を、前
記骨組のハット型断面形状を有する骨組部材の両ウェブ
と前記外板とで囲まれる部分で、かつ前記骨組部材の他
方の部材と交差する平行線上の位置において、前記骨組
部材に結合し、該補強板のフランジ面と前記外板とを、
溶接で結合したことを特徴とする。
SUMMARY OF THE INVENTION The present invention is directed to a vertical member and a horizontal member that form 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. A plate, wherein at least one of the frame members is a side structure of a railway vehicle composed of a frame member having a hat-shaped cross-section having a pair of webs and a flange surface extending from each web end, and the flange of the frame member. A reinforcing plate having a flange surface that is flush with the surface, a portion surrounded by both webs of the frame member having the hat-shaped cross-sectional shape of the frame and the outer plate, and the other member of the frame member. At a position on the intersecting parallel lines, the frame member is connected to the frame member, the flange surface of the reinforcing plate and the outer plate,
It is characterized by being joined by welding.

【0014】本発明の他の特徴は、前記鉄道車両の側構
体において、前記補強板の両端は前記骨組部材の両ウェ
ブに接しており、該補強板の両側端面を、前記骨組部材
の前記ウェブに結合したことにある。
Another feature of the present invention is that, in the side structure of the railway vehicle, both ends of the reinforcing plate are in contact with both webs of the frame member, and both end surfaces of the reinforcing plate are the webs of the frame member. It has been combined with.

【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-shaped cross-section along the longitudinal direction of the hat-shaped frame member which is a combination of a vertical portion and a flange portion. It includes a mold portion, an end surface of the vertical portion is connected to both the webs of the frame member, and the flange portion is connected to the outer plate by spot welding.
Another feature of the present invention is the side structure of the railway vehicle, wherein the reinforcing plate has a U-shaped base portion and an L-shaped cross-sectional shape along the longitudinal direction of the hat-shaped frame member. A flange portion of the mold, wherein both end surfaces of the base portion are respectively coupled to the webs of the frame member, the flange portion is parallel to the bottom surface of the base portion, and the flange portion is 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 the longitudinal direction of the hat-shaped frame member that is a combination of a base portion and webs on both sides thereof. It is U-shaped, and the webs on both sides are respectively connected to both webs of the frame member, and the base portion is 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, in the joint portion of the frame member having the hat-shaped cross section, by disposing the reinforcing plate in the U-shaped section having the U-shaped cross section, the reinforcing plate functions as a strut member, and Since the reinforcing plate and the outer plate are connected to each other, it is possible to provide a side structure that prevents the outer plate from buckling 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 of the outer plate can be shortened. Therefore, it is possible to improve the buckling strength due to the out-of-plane bending of the outer plate and the axial force transmission load.

【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 applying the present invention to the side structure of a railroad vehicle, as means for constructing a framework of a lightweight thin plate body structure, the outer plate is prevented from being distorted at the time of manufacturing the structure, and the outer plate is buckled under severe load conditions. It is effective in preventing. Further, since the connection of the outer plate to the reinforcement can be performed by spot welding like other frames, there is no discomfort in appearance due to the addition of this 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。
Further, when the load condition is more severe, if a reinforcing plate having an appropriate thickness is added in advance to the outer plate side of the reinforcing plate and coupled with the outer plate, the weight is not increased and the buckling is further increased. The 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 of a side structure that constitutes a side surface of a railway vehicle as viewed from the inside. E is a space for passenger entrances and exits. A plurality of vertical members 2 and a plurality of horizontal members 3 are arranged inside the side plate 1 so as to intersect each other. A three-dimensional joint 4 is arranged at the intersection to integrally connect the outer plate 1, the vertical member 2, and the horizontal member 3. Vertical member 2 and horizontal member 3
Constitutes the 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。
The present invention adopts the structure shown in FIGS. 2 to 4 as the structure of the side structure three-dimensional joint portion of the vehicle. In the figure, the cross-sectional shapes of the vertical member 2 and the horizontal member 3 are hat-shaped, and the two flanges at the tips are in contact with the outer plate 1. As described above, the hat type is a U-shaped section having a U-shaped cross section, which includes a pair of webs and a bottom surface, and the U-shaped section.
The shape is defined by the flanges provided at the tip of the web of the shaped portion.

【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 comprises an outer plate side flange 4a, an indoor side flange 4b and a web 4c connecting both flanges. The space joint 4 is fixed to the vertical member 2 by spot welding 5 and to the horizontal member 3 by spot welding 6. The connection between the outer plate 1 and the frame between the space joints (dimension d) is performed by spot welding 7. Further, the three-layer joining of the outer plate, the frame member and 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 outer plate side flange surface 2a 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 arranged in a position surrounded by the vertical member 2 and the outer plate 1 and at a position on a parallel line intersecting with the horizontal member 3. That is, the reinforcing plate 10 exists within the range L2 on the extension line of the ends of the flanges 3a, 3a of the lateral member 3. As shown in FIG. 2 and the like, the upper and lower ends of the reinforcing plate 10 may protrude more vertically than the range L2 of the flanges 3a, 3a. Then, the flange surface 10 of the outer plate 1 and the reinforcing plate 10
a is connected 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, the buckling limit stress σcr of a flat plate as shown in FIG. 5 is given by the following equation 1.

【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: longitudinal elastic modulus of flat plate ν: Poisson's ratio t: thickness of plate a: length of long side of rectangle b: length of short side of rectangle K: stress distribution, peripheral conditions, length ratio a A coefficient determined by / b, and generally K increases 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 increases as a decreases, and the buckling limit stress σcr increases. From this, it can be seen that when the plate thickness t is constant, the smaller the fixed distance (the length a of the long side), the less likely buckling occurs.

【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 situation of the three-dimensional joint portion of the side structure of the vehicle according to the present invention will be described with reference to FIGS. 6 to 10. FIG. 6 shows a perspective view of the reinforcing plate 10 according to an 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 has its side 10 in advance.
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 shows a perspective view of the lateral member 3 in which the space joint 4 is combined. The lateral member 3 has flange surfaces 3a and 3a.
And a bottom surface 3b and webs 3c, 3c between them,
The three-dimensional joint 4 is fixed to the outer plate side flanges 4a and 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 shows a perspective view of a combination of the frame members composed of the vertical member 2 and the horizontal member 3. The reinforcing plate 10 is arranged at a position surrounded by the vertical member 2 and the outer plate 1 and on a parallel line intersecting with the horizontal member 3. The side edges 10b, 10b of the reinforcing plate 10 are previously fixed to the web surfaces 2b, 2b of the vertical member 2 by welding 15.

【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。
Flange surfaces 2a, 2a on the outer plate side of the vertical member 2
Flange faces 10a, 10aa of the reinforcing plate that are flush with
The outer plate 1 is joined to the outer plate 1 by spot welding. That is,
When the outer plates 1 and 1a are combined with this frame structure, the outer plate 1 is attached to the flange surface 10aa by spot welding 11 and 12.
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。
Reference numeral 11 shows spot welding of two sheets of the outer plate 1a and the flange surface 10aa of the reinforcing plate 10 which are stacked. 12
Shows spot welding of three layers of the outer plates 1 and 1a and the flange surface 10b of the reinforcing plate 10. Reference numeral 14 is one electrode for spot welding, and the bottom portion 2c of the vertical member 2 is provided so that the electrode 14 can be inserted into the back surfaces of the flanges 10aa, 10a.
Are provided with holes 16 and 16. Spot welding 11-1
The distance between the two is the distance L2 between the flanges 3a-3a of the lateral member.
It is a little smaller than 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 1 a is located outside the outer position 1. Therefore, a step 13 is provided at the outer position 1a by the thickness of the outer plate 1. This is commonly known as a backrest.

【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。
With 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 to, for example, 1/2 as compared with the case where the outer plate 1 is conventionally fixed by the flange portion on the outer plate side of the frame vertical member 2. Therefore, the out-of-plane bending of the outer plates 1 and 1a and the buckling strength due to the axial force transmission load can be improved.

【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。
Further, conventionally, the webs 2b and 2 of the vertical member 2 have been used.
The overlapping portion of the outer plate 1 and the outer plate 1a between the b and the outer plate 1a (that is, near the end faces 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, 1a in this portion (near the end face) are likely to buckle, as is well known. The end face side 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 portion of the side structure of the vehicle according to the present invention is used as a means for constructing a frame of a light-weight thin plate vehicle body structure. It is effective in preventing buckling. Further, since the connection of the outer plate to the reinforcement is performed by spot welding like other frames, there is no discomfort in appearance due to the addition of this 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 to the vertical member 2 by welding 15 beforehand, and the axial force of the lateral member 3 is relatively exerted via the reinforcing plate 10 and the outer plate 1 connected thereto. The horizontal member 3 can be smoothly transmitted. Further, by connecting the reinforcing plate 10 and the outer plate 1 by spot welding 11 and 12, the fixing distance between 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 portion 10c is preferably matched with the height from the inside of the bottom portion 2c of the bone member 2 to the flange 2a. According to this, the reinforcing plate 10 is attached to the bone member 2
When inserted into the inside, the surfaces of the flanges 10a, 10aa and the surface of the flange 2a are at the same position, a special positioning jig can be eliminated, and welding work 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 welding 15 of the reinforcing plate 10 is determined by the web 2
This is the position facing c. Since welding is not performed at the positions of the flanges 2a and 10a, it is possible to eliminate the need for cutting the 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 close to the flange 2a, the welding work 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 spacing between the webs 10b-10b of the reinforcing plate 10 is the same as the spacing between the webs 3b-3b of the transverse 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 transmitted 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。
Further, when the load condition is more severe, if a reinforcing plate having an appropriate thickness is added to the outer plate side of the reinforcing plate 10 in advance and then combined with the outer plate 1, the weight is not increased and further, The 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 a railcar, but is a structure using cross-members having a cross section composed of an outer plate side flange, an inner side flange and a web connecting both flanges as a frame of an outer plate. The structure can be applied to a structure for preventing buckling of the outer plate in which the connecting portions of the members are 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, at least one of the vertical member 2 and the horizontal member 3 may have a hat-shaped cross section. The reinforcing plate may be fixed to the frame member having the hat-shaped cross section. Further, the joint portion is not limited to the three-dimensional joint, and may be a flat 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, by arranging the reinforcements at the member connecting portions in the thin plate frame structure, it is possible to provide the side structure which can endure severe load conditions. That is, 1) The reinforcing plate 10 provided in the joint forming portion of the vertical member 2 can be made as a single piece and incorporated into the frame 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 lateral member, the lateral force of the lateral member is transmitted 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) As shown in FIG. 16, the outer plate facing the central portion of the conventional joint structure is spot-welded 8 to form the vertical member 2 as shown in FIG.
And the lateral member 3, the distance between the fixed outer plates is L
Therefore, the structure could not be made smaller than that. As in the present invention, the reinforcing plate 10 is arranged and the outer plate is spot-welded 1
If the reinforcing plates 10 are connected to the reinforcing plates 10 by 1, 12, the fixing distance of the outer plate can be shortened, so that the buckling strength of the outer plate of the joint portion 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 of 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. It is welded 15 and 17 to the web 2b of the vertical member 2. Flange 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 of FIG. 12 is another embodiment of the reinforcing plate 10, in which a reinforcing plate 10C that 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 15
doing. The flange 10Ca between the flanges 10Cc and 10Cc is welded 15 to the flange 2a. The beads of the welded portion 18 are cut and finished flat.

【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 is prioritized 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 vehicle 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 arranged on the extension of the other member which intersects with one of the vertical member and the horizontal member which constitute the frame member, the other member intersects smoothly, so that the transmission of the axial force of the other members is smooth. To be done.

【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。
Furthermore, since the distance between the fixing positions of the outer plate can be made shorter than in the conventional case, the buckling strength of the outer plate of the joint portion can be improved.

【図面の簡単な説明】[Brief description of 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 front view of essential parts showing a general structure of a frame 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。
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 in FIG. 1. FIG.

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

【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.

【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 diagram showing a calculation model of 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 frame vertical member to which a reinforcing plate is attached in the embodiment of FIG.

【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 space joint in the embodiment of FIG.

【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。
9 is a perspective view showing a state in which a vertical member and a horizontal member are combined in the embodiment of FIG.

【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。
10 is a perspective view of a structure in which an outer plate is attached to a frame in the embodiment of FIG.

【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 portion of the cross frame of FIG. 1,
It is a front view which shows 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 perspective view showing a part of the right half of FIG. 13. FIG.

【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.

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

【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 ... Three-dimensional joint, 5, 6, 7, 8 ... Spot welding, 9 ... Vertical member blank part, 10, 17, 18 ... Reinforcing plate, 11 ... outer plate reinforcement two-layer spot welding, 12 ... outer plate reinforcement three-layer spot welding, 13 ... outer plate joint backrest, 14 ... electrode, 15 ... welding, 16 ... through hole.

Claims (11)

【特許請求の範囲】[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、前記骨
組部材の少なくとも一方は、一対のウェブと各ウェブ端
から延びたフランジ面とを有するハット型断面形状の骨
組部材からなる、鉄道車両の側構体において、 前記骨組部材の前記フランジ面と同一平面になるような
フランジ面を有する補強板を、前記骨組のハット型断面
形状を有する骨組部材の両ウェブと前記外板とで囲まれ
る部分で、かつ前記骨組部材の他方の部材と交差する平
行線上の位置において、前記骨組部材に結合し、 該補強板のフランジ面と前記外板とを、溶接で結合した
ことを特徴とする鉄道車両の側構体。
1. A vertical member and a horizontal member which form a frame member,
A joint for integrally connecting the vertical member and the horizontal member,
A thin outer plate fixed to the skeleton member, at least one of the skeleton members is a hat-shaped cross-section skeleton member having a pair of webs and a flange surface extending from each web end, In the side structure, a reinforcing plate having a flange surface that is flush with the flange surface of the frame member, in a portion surrounded by both webs of the frame member having a hat-shaped cross-sectional shape of the frame and the outer plate. And a position on a parallel line intersecting with the other member of the frame member, connected to the frame member, and a flange surface of the reinforcing plate and the outer plate are connected by welding. Side structure.
【請求項2】請求項1記載の鉄道車両の側構体におい
て、前記補強板の両端は前記骨組部材の両ウェブに接し
ており、該補強板の両側端面を、前記骨組部材の前記ウ
ェブに結合した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 both ends of the reinforcing plate are in contact with both webs of the frame member, and both end surfaces of the reinforcing plate are connected to the web of the frame member. The side structure of the railroad car characterized by the above.
【請求項3】請求項1記載の鉄道車両の側構体におい
て、前記補強板と前記外板とを、スポット溶接で結合し
たことを特徴とする鉄道車両の側構体。
3. The side structure of the railway vehicle according to claim 1, wherein the reinforcing plate and the outer plate are connected by spot welding.
【請求項4】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、前記ハット型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を特徴とする鉄
道車両の側構体。
4. The railcar side structure according to claim 1, wherein the reinforcing plate has an L-shaped cross-sectional shape along the longitudinal direction of the hat-shaped frame member that is a combination of a vertical portion and a flange portion. A side structure of a railway vehicle including a portion, wherein an end surface of the vertical portion is connected to both the webs of the frame member, and the flange portion is connected to the outer plate by spot welding.
【請求項5】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、前記ハット型の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、該フランジ部に前記外板がスポット溶接
で結合されていることを特徴とする鉄道車両の側構体。
5. The side structure of a railway vehicle according to claim 1, wherein the reinforcing plate has a U-shaped base portion and both sides thereof extending in a cross-sectional shape along the longitudinal direction of the hat-shaped frame member. It is a combination of L-shaped flange parts,
Both end surfaces of the base portion are respectively coupled to the both webs of the frame member, the flange portion is parallel to the bottom surface of the base portion, and the outer plate is coupled to the flange portion by spot welding. The side structure of the characteristic railway vehicle.
【請求項6】請求項1記載の鉄道車両の側構体におい
て、前記補強板は、前記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、前記基底部に前記外板がス
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。
6. The side structure of a railway vehicle according to claim 1, wherein the reinforcing plate has a U-shaped cross-section along the longitudinal direction of the frame member, which is a combination of a base and webs on both sides thereof. A side structure of a railcar, wherein the webs on both sides are respectively connected to both webs of the frame member, and the outer plate is connected to the base by spot welding.
【請求項7】請求項5または6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U字型のハット
型断面形状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。
7. The side structure of a railway vehicle according to claim 5, wherein a plurality of the U-shaped reinforcing plates are arranged along a longitudinal direction of the U-shaped hat-shaped cross-section frame member. The side structure of the railroad car characterized by being.
【請求項8】請求項5または請求項6記載の鉄道車両の
側構体において、優先部材に直交する部材がハット型部
材である場合において、この直交するハット型部材の両
ウエブの間隔と前記補強板の前記U字型の両ウエブの間
隔とが同一であり、前記直交するハット型部材の長手方
向において、該直交するハット型部材のフランジの延長
線上に前記補強板の両ウェブが位置していることを特徴
とする鉄道車両の側構体。
8. The railcar side structure according to claim 5 or 6, wherein when the member orthogonal to the priority member is a hat-shaped member, the spacing between both webs of the orthogonal hat-shaped member and the reinforcement. The distance between the U-shaped webs of the plate is the same, and both webs of the reinforcing plate are located on the extension lines of the flanges of the orthogonal hat members in the longitudinal direction of the orthogonal hat members. The side structure of the railroad car characterized by being present.
【請求項9】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。
9. The railcar side structure according to claim 1, wherein the frame member on which the reinforcing plate is arranged is the vertical member.
【請求項10】請求項4記載の鉄道車両の側構体におい
て、前記補強板の前記フランジ部から前記垂直部迄の高
さは、前記骨組部材のウエブの高さと同一であることを
特徴とする鉄道車両の側構体。
10. The side structure of a railway vehicle according to claim 4, wherein the height from the flange portion of the reinforcing plate to the vertical portion is the same as the height of the web of the frame member. The side structure of a rail car.
【請求項11】骨組部材を構成する縦部材および横部材
と、前記縦部材および横部材を一体に結合するための継
ぎ手と、前記縦部材および前記横部材に結合した薄い外
板とからなり、少なくとも前記縦部材は、一対のウエブ
と各ウエブ端から伸びたフランジ面とを有するハット型
断面形状の骨組部材からなり、前記外板は2枚の板から
なり、該2枚の板の一方の板は前記横部材のフランジに
接するものであって該フランジから下方に位置し、他方
の板は該一方の板の外側に重ねられ、前記フランジから
上方に位置するものであり、前記2枚の板および前記フ
ランジをスポット溶接している、鉄道車両の側構体にお
いて、 前記縦部材の前記フランジ面と同一平面になるようなフ
ランジ面を有する補強板を前記縦部材の両ウエブと前記
外板とで囲まれる部分で、かつ前記横部材の延長線上の
位置において、前記縦部材に結合し、 該補強板の両端を前記骨組部材の両ウエブに接触させ、
該補強板のフランジ面と前記外板とをスポット溶接し
た、ことを特徴とする鉄道車両の側構体。
11. A vertical member and a horizontal member which form a frame member, a joint for integrally connecting the vertical member and the horizontal member, and a thin outer plate connected to the vertical member and the horizontal member, At least the vertical member includes a frame member having a hat-shaped cross section having a pair of webs and a flange surface extending from each end of the webs, and the outer plate includes two plates, one of the two plates. The plate is in contact with the flange of the lateral member and is located below the flange, the other plate is overlaid on the outside of the one plate, and is located above the flange. In a side structure of a railway vehicle, in which a plate and the flange are spot-welded, a reinforcing plate having a flange surface that is flush with the flange surface of the vertical member is provided with both webs of the vertical member and the outer plate. Surrounded by At a position where the horizontal member is extended and at a position on the extension line of the horizontal member, the both ends of the reinforcing plate are brought into contact with both webs of the frame member,
A side structure of a railway vehicle, wherein a flange surface of the reinforcing plate and the outer plate are spot-welded.
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 true JPH0930414A (en) 1997-02-04
JP3226005B2 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)

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006027366A (en) * 2004-07-13 2006-02-02 Kawasaki Heavy Ind Ltd Structure for railroad car
JP2008273459A (en) * 2007-05-02 2008-11-13 Kinki Sharyo Co Ltd Method for processing abutting member to outer plate of vehicle and abutting member obtained in the method
JP2008285094A (en) * 2007-05-21 2008-11-27 Kawasaki Heavy Ind Ltd Body structure for railroad vehicle
JP2009179318A (en) * 2009-05-18 2009-08-13 Kawasaki Heavy Ind Ltd Structure for rolling stock
US8124908B2 (en) 2004-05-18 2012-02-28 Kawasaki Jukogyo Kabushiki Kaisha Laser welding method, laser-welded joint, outside sheathing panel, and body structure for rolling stock
US8240255B2 (en) 2006-11-30 2012-08-14 The Kinki Sharyo Co., Ltd. Body frame structure of railway vehicle
US8297202B2 (en) 2006-12-06 2012-10-30 The Kinki Sharyo Co., Ltd. Body frame structure of railway vehicle
US8689703B2 (en) 2006-11-30 2014-04-08 The Kinki Sharyo Co., Ltd. Method for weld-joining attachment to outer panel of railway vehicle and car body side structure produced by the same
WO2014064908A1 (en) * 2012-10-24 2014-05-01 川崎重工業株式会社 Side structure for railway vehicle
WO2014083617A1 (en) 2012-11-27 2014-06-05 トヨタ自動車株式会社 Laser-bonded structure and laser bonding method
US20150028625A1 (en) * 2013-07-26 2015-01-29 GM Global Technology Operations LLC Body component and method for producing a body component
CN113335322A (en) * 2021-07-23 2021-09-03 中车唐山机车车辆有限公司 Multi-bending stand column and multi-bending stand column arrangement bearing lightweight side wall

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112026808B (en) * 2020-08-06 2021-11-12 中车青岛四方机车车辆股份有限公司 Side wall unit, vehicle body and rail vehicle

Cited By (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8124908B2 (en) 2004-05-18 2012-02-28 Kawasaki Jukogyo Kabushiki Kaisha Laser welding method, laser-welded joint, outside sheathing panel, and body structure for rolling stock
US8530782B2 (en) 2004-05-18 2013-09-10 Kawasaki Jukogyo Kabushiki Kaisha Laser welding method, laser-welded joint, outside sheathing panel, and body structure for rolling stock
JP2006027366A (en) * 2004-07-13 2006-02-02 Kawasaki Heavy Ind Ltd Structure for railroad car
US8689703B2 (en) 2006-11-30 2014-04-08 The Kinki Sharyo Co., Ltd. Method for weld-joining attachment to outer panel of railway vehicle and car body side structure produced by the same
US8240255B2 (en) 2006-11-30 2012-08-14 The Kinki Sharyo Co., Ltd. Body frame structure of railway vehicle
US8297202B2 (en) 2006-12-06 2012-10-30 The Kinki Sharyo Co., Ltd. Body frame structure of railway vehicle
JP4496234B2 (en) * 2007-05-02 2010-07-07 近畿車輌株式会社 Method of processing a member to be applied to the outer plate of a vehicle and the member obtained by the method
JP2008273459A (en) * 2007-05-02 2008-11-13 Kinki Sharyo Co Ltd Method for processing abutting member to outer plate of vehicle and abutting member obtained in the method
JP2008285094A (en) * 2007-05-21 2008-11-27 Kawasaki Heavy Ind Ltd Body structure for railroad vehicle
JP4703743B2 (en) * 2009-05-18 2011-06-15 川崎重工業株式会社 Railcar structures
JP2009179318A (en) * 2009-05-18 2009-08-13 Kawasaki Heavy Ind Ltd Structure for rolling stock
WO2014064908A1 (en) * 2012-10-24 2014-05-01 川崎重工業株式会社 Side structure for railway vehicle
JP2014083982A (en) * 2012-10-24 2014-05-12 Kawasaki Heavy Ind Ltd Side body structure for railway vehicle
US9751539B2 (en) 2012-10-24 2017-09-05 Kawasaki Jukogyo Kabushiki Kaisha Side bodyshell of railcar
WO2014083617A1 (en) 2012-11-27 2014-06-05 トヨタ自動車株式会社 Laser-bonded structure and laser bonding method
US9713857B2 (en) 2012-11-27 2017-07-25 Toyota Jidosha Kabushiki Kaisha Laser joining structure and laser joining method
US20150028625A1 (en) * 2013-07-26 2015-01-29 GM Global Technology Operations LLC Body component and method for producing a body component
CN113335322A (en) * 2021-07-23 2021-09-03 中车唐山机车车辆有限公司 Multi-bending stand column and multi-bending stand column arrangement bearing lightweight side wall

Also Published As

Publication number Publication date
AU2717495A (en) 1997-01-23
KR100350034B1 (en) 2002-11-22
JP3226005B2 (en) 2001-11-05
KR970006030A (en) 1997-02-19

Similar Documents

Publication Publication Date Title
JP3783546B2 (en) Vehicle side sill structure
JP3830401B2 (en) Structure around the vehicle door opening
JP3335781B2 (en) Closed cross-sectional structure around the center pillar of a vehicle
JPH0423116Y2 (en)
JPH0930414A (en) Side gutter body for rail-way rolling stock
JPH07277119A (en) Roll bar for car
JP2007501736A (en) Junction structure that connects two profiles in a vehicle support frame
WO2008068860A1 (en) Body skeleton structure of rolling stock
EP0544498B1 (en) Body structure of railroad car
JP2002515373A (en) Railway vehicle side wall and railway vehicle body
JP4045775B2 (en) Car side body structure
JPH09175429A (en) Connecting structure for upper part of center pillar
JPH0122784Y2 (en)
JPH0633922A (en) Joint and its manufacture
JP3528079B2 (en) Railcar structure
JP3326544B2 (en) Frame structure of vehicle structure
JPH0219328Y2 (en)
JPH11170934A (en) Bumper stiffener and its manufacture
JP3312270B2 (en) Side sill connection structure
JP2675183B2 (en) Car body
JP3436347B2 (en) Railcar structure
JPH05262261A (en) Coupling structure of car body skelton member
JP4211259B2 (en) Rail vehicle
JPH01229762A (en) Structure for truss base frame of railway vehicle body structure
JPH0732341Y2 (en) Center pillar connection structure

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees