JP2005263126A - Railway rolling stock body structure - Google Patents

Railway rolling stock body structure Download PDF

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JP2005263126A
JP2005263126A JP2004081593A JP2004081593A JP2005263126A JP 2005263126 A JP2005263126 A JP 2005263126A JP 2004081593 A JP2004081593 A JP 2004081593A JP 2004081593 A JP2004081593 A JP 2004081593A JP 2005263126 A JP2005263126 A JP 2005263126A
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panel
window frame
joined
vertical direction
column
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JP4227921B2 (en
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Naoki Kawada
直樹 河田
Kazuo Genji
一夫 玄地
Shunichi Iwaki
俊一 岩木
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Tokyu Car Corp
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Tokyu Car Corp
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    • 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

<P>PROBLEM TO BE SOLVED: To provide a railway rolling stock body structure for satisfying both an improvement in assembling workability and strengthening of rigidity in the vertical direction. <P>SOLUTION: In a side body structure block 11 of the railway rolling stock body structure 1, a frieze panel 12, a pair of pier panels 14 and a spandrel panel 16 are arranged around a window frame panel 13. The frieze panel 12 is arranged above the window frame panel 13 by joining first columns 19A and 19C extending in the vertical direction. The spandrel panel 16 is arranged under the window frame panel 13 by joining second columns 38A and 38C extending in the vertical direction. The pier panels 14 are arranged on both sides of the window frame panel 13 between the frieze panel 12 and the spandrel panel 16 by joining a third column 31 extending in the vertical direction. At this time, the first, second and third columns 19A, 38A, 31 and 19B, 38C, 31 are respectively continuously arranged in a row in the vertical direction. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、複数の外板パネルが接合されてなる鉄道車両構体に関する。   The present invention relates to a railway vehicle structure in which a plurality of outer panel panels are joined.

従来このような分野の技術として、下記に示す特許文献1,2の公報がある。特許文献1には、複数のハニカムパネルから形成された長尺ブロックを各々溶接することにより製作された側ブロックが記載されている。また、特許文献2には、幕板形材と側形材と腰板形材とで構成される側構体が記載されており、側構体には、その側構体の内面形状に沿って形成された内骨が接合されている。
特開平8−58579号公報 特許第3493912号公報
Conventionally, as a technology in such a field, there are publications of Patent Documents 1 and 2 shown below. Patent Document 1 describes a side block manufactured by welding long blocks formed of a plurality of honeycomb panels. Patent Document 2 describes a side structure composed of a curtain plate shape material, a side shape material, and a waist plate shape material, and the side structure is formed along the inner surface shape of the side structure. The inner bone is joined.
JP-A-8-58579 Japanese Patent No. 3493912

このような構体は、複数の外板パネルを接合することによって形成されるものの、外板パネル自体が、骨部を有するものではない。そのため、特許文献2に示されるように、内骨を別途必要とし、構体の組立作業性が良好でなかった。   Such a structure is formed by joining a plurality of skin panels, but the skin panel itself does not have a bone part. Therefore, as shown in Patent Document 2, an inner bone is separately required, and the assembly workability of the structure is not good.

そこで、本発明は、組立作業性の向上と鉛直方向の剛性の強化とを同時に満足させるようにした鉄道車両構体を提供することを目的とする。   SUMMARY OF THE INVENTION An object of the present invention is to provide a railway vehicle structure that simultaneously satisfies the improvement of assembly workability and the enhancement of vertical rigidity.

本発明に係る鉄道車両構体は、複数の外板パネルが接合されてなる鉄道車両構体において、窓枠パネルの周囲に配置された複数の外板パネルは、鉛直方向に延在する第1の支柱が接合され、窓枠パネルの上方に配置される幕パネルと、鉛直方向に延在する第2の支柱が接合され、窓枠パネルの下方に配置される腰パネルと、鉛直方向に延在する第3の支柱が接合され、幕パネルと腰パネルとの間で窓枠パネルの両側方に配置される一対の吹寄せパネルとを備え、第1の支柱と第2の支柱と第3の支柱とは鉛直方向に連続して一列に配置されていることを特徴とする。   The railway vehicle structure according to the present invention is a railway vehicle structure in which a plurality of outer panel panels are joined, and the plurality of outer panel panels arranged around the window frame panel are first pillars extending in the vertical direction. The curtain panel arranged above the window frame panel and the second support column extending in the vertical direction are joined, and the waist panel arranged below the window frame panel, and extending in the vertical direction. A third support column is joined, and includes a pair of blowing panels disposed on both sides of the window frame panel between the curtain panel and the waist panel, the first support column, the second support column, and the third support column. Are arranged in a row continuously in the vertical direction.

この鉄道車両構体によれば、窓枠パネルの周囲に幕パネル、吹寄せパネル、及び腰パネルを接合することによって、第1の支柱と第2の支柱と第3の支柱とは鉛直方向に連続して一列に配置されるため、これら第1〜第3の支柱が鉛直方向に延在する縦骨としての役割を果たし、エアコンディショナーやパンタグラフ等から受ける鉛直下向きの荷重に対して強い構造となる。   According to this railway vehicle structure, the first column, the second column, and the third column are continuously connected in the vertical direction by joining the curtain panel, the blowing panel, and the waist panel around the window frame panel. Since they are arranged in a row, the first to third columns serve as vertical bones extending in the vertical direction, and are strong against a vertically downward load received from an air conditioner, a pantograph or the like.

また、幕パネルには、窓枠パネルの上方において鉛直方向に延在する第4の支柱が接合され、腰パネルには、窓枠パネルの下方において鉛直方向に延在する第5の支柱が接合されており、第4の支柱と第5の支柱とは鉛直方向において直線的に配列されていると良い。この構成を採用することにより、幕パネルの第4の支柱と腰パネルの第5の支柱とが鉛直方向において直線的に配列されるため、これら第4及び第5の支柱が、鉛直下向きの荷重に対する補強的な縦骨としての役割を果たす。   The curtain panel is joined with a fourth support column extending vertically above the window frame panel, and the waist panel is joined with a fifth support column extending vertically below the window frame panel. The fourth support column and the fifth support column are preferably arranged linearly in the vertical direction. By adopting this configuration, the fourth column of the curtain panel and the fifth column of the waist panel are linearly arranged in the vertical direction, so that these fourth and fifth columns are loaded vertically downward. Plays a role as a reinforcing vertical bone.

さらには、幕パネルは、下辺端部において略水平方向に延在して、窓枠パネルの上辺端部及び吹寄せパネルの上辺端部に接合される第1の横梁部材を有し、腰パネルは、上辺端部において略水平方向に延在して、窓枠パネルの下辺端部及び吹寄せパネルの下辺端部に接合される第2の横梁部材を有すると好適である。この構成を採用することにより、第1及び第2の横梁部材は、水平方向に延在する横骨としての役割を果たす。したがって、水平方向にかかる荷重に対して強い構造となる。さらには、鉛直方向に延在する縦骨としての第1〜第3の支柱と、水平方向に延在する横骨としての第1及び第2の横梁部材は、互いに直交するように延在することになるため、鉄道車両構体の剛性が一層強化される。   Furthermore, the curtain panel has a first horizontal beam member that extends in a substantially horizontal direction at the lower side end portion and is joined to the upper side end portion of the window frame panel and the upper side end portion of the blowing panel. It is preferable to have a second cross beam member that extends in a substantially horizontal direction at the upper edge portion and is joined to the lower edge portion of the window frame panel and the lower edge portion of the blowing panel. By adopting this configuration, the first and second transverse beam members serve as transverse bones extending in the horizontal direction. Therefore, the structure is strong against the load applied in the horizontal direction. Furthermore, the first to third support columns as vertical bones extending in the vertical direction and the first and second cross beam members as horizontal bones extending in the horizontal direction extend so as to be orthogonal to each other. As a result, the rigidity of the railway vehicle structure is further enhanced.

また、本発明に係る鉄道車両構体は、複数の外板パネルが接合されてなる鉄道車両構体であって、窓枠パネルの周囲に配置された複数の外板パネルは、鉛直方向に延在する第1の支柱を有しており、窓枠パネルの両側方に配置される一対の吹寄せパネルと、一対の吹寄せパネルの間で窓枠パネルの上方に配置される幕パネルと、一対の吹寄せパネルの間で窓枠パネルの下方に配置される腰パネルとを備えることを特徴とする。   Moreover, the railway vehicle structure according to the present invention is a railway vehicle structure in which a plurality of outer panel panels are joined, and the plurality of outer panel panels arranged around the window frame panel extend in the vertical direction. A pair of blowing panels having a first support and disposed on both sides of the window frame panel, a curtain panel disposed above the window frame panel between the pair of blowing panels, and a pair of blowing panels And a waist panel disposed below the window frame panel.

この鉄道車両構体によれば、窓枠パネルの周囲に幕パネル、吹寄せパネル、及び腰パネルを接合することによって、吹寄せパネルの第1の支柱は鉛直方向に配置されるため、第1の支柱が鉛直方向に延在する縦骨としての役割を果たし、エアコンディショナーやパンタグラフ等から受ける鉛直下向きの荷重に対して強い構造となる。   According to this railway vehicle structure, since the first support column of the blowing panel is arranged in the vertical direction by joining the curtain panel, the blowing panel, and the waist panel around the window frame panel, the first supporting column is vertical. It plays a role as a longitudinal bone extending in the direction, and has a strong structure against a vertically downward load received from an air conditioner, a pantograph or the like.

また、この鉄道車両構体において、幕パネルは、窓枠パネルの上方において鉛直方向に延在するように接合される第2の支柱を有し、腰パネルは、窓枠パネルの下方において鉛直方向に延在するように接合される第3の支柱を有し、第2の支柱と第3の支柱とは鉛直方向において直線的に配列されていると良い。この構成を採用することにより、幕パネルの第2の支柱と腰パネルの第3の支柱とが鉛直方向において直線的に配列されるため、これら第2と第3の支柱とが、鉛直下向きの荷重に対する補強的な縦骨としての役割を果たす。   In this railway vehicle structure, the curtain panel has a second column joined so as to extend in the vertical direction above the window frame panel, and the waist panel is arranged in the vertical direction below the window frame panel. It is good to have the 3rd support | pillar joined so that it may extend, and the 2nd support | pillar and the 3rd support | pillar are linearly arranged in the perpendicular direction. By adopting this configuration, since the second column of the curtain panel and the third column of the waist panel are linearly arranged in the vertical direction, the second and third columns are arranged vertically downward. It plays a role as a longitudinal bone that reinforces the load.

さらには、幕パネルは、下辺端部において略水平方向に延在して、窓枠パネルの上辺端部に接合される第1の横梁部材を有し、腰パネルは、上辺端部において略水平方向に延在して、窓枠パネルの下辺端部に接合される第2の横梁部材を有すると好適である。この構成を採用することにより、第1及び第2の横梁部材は、水平方向に延在する横骨としての役割を果たす。したがって、水平方向にかかる荷重に対して強い構造となる。さらには、鉛直方向に延在する縦骨としての第1の支柱と、水平方向に延在する横骨としての第1及び第2の横梁部材は、互いに直交するように延在することになるため、鉄道車両構体の剛性が一層強化される。   Furthermore, the curtain panel has a first horizontal beam member that extends in a substantially horizontal direction at the lower side edge and is joined to the upper side edge of the window frame panel, and the waist panel is substantially horizontal at the upper side edge. It is preferable to have a second cross beam member extending in the direction and joined to the lower edge of the window frame panel. By adopting this configuration, the first and second transverse beam members serve as transverse bones extending in the horizontal direction. Therefore, the structure is strong against the load applied in the horizontal direction. Furthermore, the first support column as a vertical bone extending in the vertical direction and the first and second horizontal beam members as horizontal bones extending in the horizontal direction extend so as to be orthogonal to each other. Therefore, the rigidity of the railway vehicle structure is further enhanced.

このような鉄道車両構体において、複数の外板パネルは、車両本体の外側に配置される外板と、その外板に接合されると共に、車両本体の外側に位置する外側頂部と車両本体の内側に位置する内側頂部とが交互に並設されて断面波形に形成された波板とさらに備え、波板の外側頂部と外板とが外側頂部の長手方向に沿って連続的に溶接されていると好適である。このような構成を採用することにより、外板と波板とを確実に溶接することができ、外板パネルの剛性が強化される。   In such a railway vehicle structure, the plurality of outer panel panels are joined to the outer plate disposed on the outer side of the vehicle main body, the outer top plate positioned on the outer side of the vehicle main body, and the inner side of the vehicle main body. And corrugated sheets formed in a cross-sectional corrugation with the inner apexes positioned alternately in parallel, and the outer apex and the outer plate of the corrugated sheet are continuously welded along the longitudinal direction of the outer apex. It is preferable. By adopting such a configuration, the outer plate and the corrugated plate can be reliably welded, and the rigidity of the outer plate panel is enhanced.

本発明によれば、鉄道車両構体は、組立作業性の向上と鉛直方向の剛性の強化とを同時に満足することができる。   According to the present invention, the railway vehicle structure can satisfy the improvement of the assembly workability and the enhancement of the rigidity in the vertical direction at the same time.

以下、図面を参照しつつ本発明に係る鉄道車両構体の好適な実施形態について詳細に説明する。   Hereinafter, a preferred embodiment of a railway vehicle structure according to the present invention will be described in detail with reference to the drawings.

[ 第1の実施形態 ]
[ 鉄道車両における構体の構成について ]
図1に示すように、鉄道車両構体1は、屋根構体3と側構体4と台枠6と妻構体7とが互いに接合されて構成されている。台枠6は車両本体2の床部を構成するものであり、台枠6の側部には側構体4が接合されている。屋根構体3には、車室内の冷暖房を行うためのエアコンディショナー8やパンタグラフが据え付けられている。側構体4は、ドアパネル9,9間及び前後端に配置される五個の側構体ブロック11を有している。
[First embodiment]
[Structure structure of railway vehicles]
As shown in FIG. 1, the railway vehicle structure 1 is configured by joining a roof structure 3, a side structure 4, a frame 6, and a wife structure 7 to each other. The underframe 6 constitutes the floor of the vehicle body 2, and the side structure 4 is joined to the side of the underframe 6. An air conditioner 8 and a pantograph for cooling and heating the passenger compartment are installed on the roof structure 3. The side structure 4 has five side structure blocks 11 arranged between the door panels 9 and 9 and at the front and rear ends.

[ 側構体ブロックの構成について ]
図2に示すように、側構体ブロック11は、幕パネル12と、窓枠パネル13と、一対の吹寄せパネル14と、腰パネル16とが互いに接合されて構成される。窓枠パネル13は、側構体ブロック11の中央部に配置される。幕パネル12は、ドアパネル9,9間の長さを有し、窓枠パネル13の上方に配置され、下辺端部が窓枠パネル13の上辺端部に接合される。腰パネル16は、ドアパネル9,9間の長さを有し、窓枠パネル13の下方に配置されて、上辺端部が窓枠パネル13の下辺端部に接合される。各吹寄せパネル14,14は、窓枠パネル13と略同じ高さを有し、幕パネル12と腰パネル16との間で窓枠パネル13の両側方に配置されて、上辺端部が幕パネル12の下辺端部に接合され、下辺端部が腰パネル16の上辺端部に接合される。
[Configuration of side structure block]
As shown in FIG. 2, the side structure block 11 is configured by joining a curtain panel 12, a window frame panel 13, a pair of blowing panels 14, and a waist panel 16. The window frame panel 13 is disposed at the center of the side structure block 11. The curtain panel 12 has a length between the door panels 9 and 9, is disposed above the window frame panel 13, and a lower side end is joined to an upper side end of the window frame panel 13. The waist panel 16 has a length between the door panels 9 and 9, is disposed below the window frame panel 13, and an upper side edge is joined to a lower side edge of the window frame panel 13. Each blowing panel 14, 14 has substantially the same height as the window frame panel 13, is arranged on both sides of the window frame panel 13 between the curtain panel 12 and the waist panel 16, and the upper side edge is the curtain panel 12 is joined to the lower side edge, and the lower side edge is joined to the upper side edge of the waist panel 16.

[ 幕パネルについて ]
図2〜図4に示すように、外板パネルとしての幕パネル12は、車両本体2の外側に配置される外板17と、四枚の波板18と、両側に位置し且つ鉛直方向に延在する第1の支柱19A,19Cと、中央に位置し且つ鉛直方向に延在する第4の支柱19Bと、上端で水平に延在する補強部材21と、下端で水平に延在する第1の横梁部材22とから構成される。
[About the curtain panel]
As shown in FIGS. 2 to 4, the curtain panel 12 as an outer panel is located on the outer side of the vehicle body 2, the four corrugated plates 18, and on both sides and in the vertical direction. First supporting columns 19A and 19C extending, a fourth supporting column 19B located in the center and extending in the vertical direction, a reinforcing member 21 extending horizontally at the upper end, and a first extending horizontally at the lower end. 1 transverse beam member 22.

外板17の上辺端部には、屋根構体3に接合するために、クランク状に折り曲げられた連結部17aが形成されている。各波板18は、波板18自体に剛性を持たせるため、車両本体2の外側に位置する外側頂部23と車両本体2の内側に位置する内側頂部24とを交互に並設させて断面が波形に形成されている。幕パネル12の上辺端部に位置する補強部材21は、外板17の上辺端部と、内側頂部24及び外側頂部23の並設方向における最上端側の内側頂部24とを接合するために、断面クランク状で長尺状に形成されている。   A connecting portion 17 a bent in a crank shape is formed at the upper edge of the outer plate 17 in order to join the roof structure 3. Each corrugated plate 18 has a cross-sectional view in which the corrugated plate 18 itself has rigidity so that the outer top 23 located outside the vehicle body 2 and the inner top 24 located inside the vehicle body 2 are alternately arranged in parallel. It is formed in a waveform. The reinforcing member 21 located at the upper side edge of the curtain panel 12 joins the upper side edge of the outer plate 17 and the inner side top 24 on the uppermost side in the juxtaposed direction of the inner top 24 and the outer top 23. The section is crank-shaped and is formed in a long shape.

また、幕パネル12の下辺端部に位置する第1の横梁部材22は、断面カップ状に形成された長尺状の横梁部材本体部22aと、その横梁部材本体部22aの縁部22b,22cのそれぞれに沿って長手方向に形成されたフランジ部22d,22eとで形成されている。この横梁部材本体部22aは、外板17に接合するために断面コ字状に形成され、波板18側のフランジ部22dは、波板18の内側頂部24及び外側頂部23の並設方向における最下端側の内側頂部24に対して接合するために設けられている。また、フランジ部22eは、窓枠パネル13や吹寄せパネル14,14に接合するために設けられている。   The first cross beam member 22 located at the lower side edge of the curtain panel 12 includes a long cross beam member main body portion 22a formed in a cup shape in cross section, and edges 22b and 22c of the cross beam member main body portion 22a. And flange portions 22d and 22e formed in the longitudinal direction along each of the above. The transverse beam member main body portion 22a is formed in a U-shaped cross section so as to be joined to the outer plate 17, and the flange portion 22d on the corrugated plate 18 side is arranged in the direction in which the inner top portion 24 and the outer top portion 23 of the corrugated plate 18 are juxtaposed. It is provided for joining to the innermost top portion 24 on the lowest end side. Moreover, the flange part 22e is provided in order to join to the window frame panel 13 and the blowing panels 14 and 14. FIG.

外板17、波板18、補強部材21、及び第1の横梁部材22を接合する際は、波板18、補強部材21、及び第1の横梁部材22を矢印の方向に移動させ、外板17上に波板18、補強部材21及び第1の横梁部材22を載置させる。そして、幕パネル12が側構体ブロック11として車両本体2に取り付けられたときには、波板18の外側頂部23と補強部材21と第1の横梁部材22とは水平方向に延在することになる。   When joining the outer plate 17, the corrugated plate 18, the reinforcing member 21, and the first transverse beam member 22, the corrugated plate 18, the reinforcing member 21, and the first transverse beam member 22 are moved in the direction of the arrow, The corrugated plate 18, the reinforcing member 21, and the first cross beam member 22 are placed on 17. When the curtain panel 12 is attached to the vehicle body 2 as the side structure block 11, the outer top portion 23, the reinforcing member 21, and the first cross beam member 22 of the corrugated plate 18 extend in the horizontal direction.

図5に示すように、隣接する波板18A,18Bを連結させる各支柱19A〜19Cは、波板18A,18Bの外側頂部23の延在方向に対して直交する方向に延在するように、外板17に配置される。支柱19は、断面カップ状に形成された支柱本体部19aと、その支柱本体部19aの縁部19b,19cそれぞれに沿って長手方向に形成されたフランジ部19d,19eとで形成される。断面コの字状の支柱本体部19aは外板17に接合するために設けられ、フランジ部19d,19eは、隣接する波板18A,18Bに接合するために設けられている。   As shown in FIG. 5, each support column 19A to 19C that connects the adjacent corrugated plates 18A and 18B extends in a direction orthogonal to the extending direction of the outer top portion 23 of the corrugated plates 18A and 18B. Arranged on the outer plate 17. The support column 19 is formed by a support column main body portion 19a formed in a cup shape in cross section and flange portions 19d and 19e formed in the longitudinal direction along the edges 19b and 19c of the support column main body portion 19a. The column main body 19a having a U-shaped cross section is provided for joining to the outer plate 17, and the flanges 19d and 19e are provided for joining to the adjacent corrugated plates 18A and 18B.

外板17、波板18A、18B及び支柱19を接合する際は、波板18A,18B及び支柱19を矢印の方向に移動させ、外板17上に波板18A,18B及び支柱19を載置させる。幕パネル12が側構体ブロック11として車両本体2に取り付けられたときには、各支柱19A〜19Cは鉛直方向に延在することになる。また、波板18A,18Bの外側頂部23の端部には面取り部23aが形成され、内側頂部24の端部にも、同様の面取り部24aが形成されている。これにより、波板18A,18Bの端部を、フランジ部19d,19eと外板17との間に差し込みやすくなり、組立作業性が良好となる。   When joining the outer plate 17, the corrugated plates 18A and 18B, and the support column 19, the corrugated plates 18A, 18B and the support column 19 are moved in the direction of the arrow, and the corrugated plates 18A, 18B and the support column 19 are placed on the outer plate 17. Let When the curtain panel 12 is attached to the vehicle body 2 as the side structure block 11, the support columns 19A to 19C extend in the vertical direction. Further, a chamfered portion 23 a is formed at the end portion of the outer top portion 23 of the corrugated plates 18 </ b> A and 18 </ b> B, and a similar chamfered portion 24 a is also formed at the end portion of the inner top portion 24. As a result, the end portions of the corrugated plates 18A and 18B can be easily inserted between the flange portions 19d and 19e and the outer plate 17, and the assembly workability is improved.

図6に示すように、外板17上に波板18を載置し、溶接装置26を用いて、波板18の外側頂部23と外板17とを外側頂部23の長手方向に沿って連続的に溶接する。符号W1は、外側頂部23と外板17とが溶接されて形成された溶接ビードである。このように外板17と波板18とが連続溶接により確実に接合されることにより、幕パネル12の剛性が強化され、外側頂部23の長手方向に加わる荷重に対して強い構造となる。   As shown in FIG. 6, the corrugated plate 18 is placed on the outer plate 17, and the outer apex 23 and the outer plate 17 of the corrugated plate 18 are continuous along the longitudinal direction of the outer apex 23 using the welding device 26. Welding. Reference sign W <b> 1 is a weld bead formed by welding the outer top 23 and the outer plate 17. In this way, the outer plate 17 and the corrugated plate 18 are reliably joined by continuous welding, whereby the rigidity of the curtain panel 12 is enhanced and the structure is strong against the load applied in the longitudinal direction of the outer top 23.

連続溶接を可能にするものとしては、摩擦撹拌溶接(FSW)、レーザ溶接、ハイブリッドレーザ溶接、タンデムMIG溶接等が例示される。これらの溶接方法によれば、溶接される金属母材に生ずる歪み量は少ないため、外板17と波板18とは殆ど歪まない。したがって、幕パネル12を寸法精度良く形成することができ、成形性が良くなる。また、溶接時に、外板17と波板18とによって形成される中空部61を積極的に有効活用することができる。例えば、溶接時に中空部61内に空気や不活性ガス等の冷却媒体を流動させたり、中空部61内に冷却管を配置させたりすると、溶接品質や溶接効率を高めることができる。以下に説明する溶接も同様である。   Examples of what enables continuous welding include friction stir welding (FSW), laser welding, hybrid laser welding, and tandem MIG welding. According to these welding methods, since the amount of distortion generated in the metal base material to be welded is small, the outer plate 17 and the corrugated plate 18 are hardly distorted. Therefore, the curtain panel 12 can be formed with high dimensional accuracy and the moldability is improved. Further, the hollow portion 61 formed by the outer plate 17 and the corrugated plate 18 can be actively used during welding. For example, when a cooling medium such as air or an inert gas is flowed into the hollow portion 61 during welding or a cooling pipe is disposed in the hollow portion 61, the welding quality and welding efficiency can be improved. The same applies to the welding described below.

次に図7及び図8に示すように、支柱19が波板18Aの外側頂部23の延在方向に対して直交する方向に延在するように、支柱19は外板17上に載置される。このとき、フランジ部19eが波板18Aの内側頂部24の長手方向における端部に接触するように、支柱19を外板17上に載置する。そして、溶接装置26を用い、支柱本体部19aと外板17とを支柱19の長手方向に沿って連続的に溶接する。符号W8は、支柱本体部19aと外板17とが溶接されて形成された溶接ビードである。さらに、支柱19のフランジ部19eと波板18Aの内側頂部24の長手方向における端部とを溶接する。符号W9は、フランジ部19eと波板18Aの内側頂部24の端部とが溶接されて形成された溶接ビードである。   Next, as shown in FIGS. 7 and 8, the support column 19 is placed on the outer plate 17 so that the support column 19 extends in a direction orthogonal to the extending direction of the outer top portion 23 of the corrugated plate 18 </ b> A. The At this time, the support column 19 is placed on the outer plate 17 so that the flange portion 19e contacts the end portion of the inner top portion 24 of the corrugated plate 18A in the longitudinal direction. Then, the column main body 19 a and the outer plate 17 are continuously welded along the longitudinal direction of the column 19 using the welding device 26. Reference sign W8 is a weld bead formed by welding the column main body 19a and the outer plate 17. Further, the flange portion 19e of the support column 19 and the end portion in the longitudinal direction of the inner top portion 24 of the corrugated plate 18A are welded. Reference sign W9 is a weld bead formed by welding the flange portion 19e and the end portion of the inner top portion 24 of the corrugated plate 18A.

さらに、波板18Bの端部をフランジ部19dと外板17の間に差し込み、支柱19のフランジ部19dと波板18Bの内側頂部24の長手方向における端部とを溶接する。符号W11は、フランジ部19dと波板18Bの内側頂部24の端部が溶接されて形成された溶接ビードである。   Further, the end portion of the corrugated plate 18B is inserted between the flange portion 19d and the outer plate 17, and the flange portion 19d of the support column 19 and the end portion in the longitudinal direction of the inner top portion 24 of the corrugated plate 18B are welded. Reference sign W11 is a weld bead formed by welding the end of the flange portion 19d and the inner top portion 24 of the corrugated plate 18B.

このようにして、一枚の外板17を共有して四枚の波板18と三本の支柱19A〜19Cとを外板17に溶接する際に、隣接した各波板18,18間に各支柱19A〜19Cそれぞれを配置させて、波板18同士を各支柱19A〜19Cに溶接して連結させていく。このように、幕パネル12に支柱19A〜19Cが設けられることにより、エアコンディショナー8やパンタグラフなどから受ける鉛直下向きの荷重に対して強い構造となる。   In this way, when the one corrugated sheet 17 is shared and the four corrugated sheets 18 and the three struts 19A to 19C are welded to the outer sheet 17, the adjacent corrugated sheets 18 and 18 are connected. Each support | pillar 19A-19C is arrange | positioned, and corrugated sheet 18 is welded and connected with each support | pillar 19A-19C. Thus, by providing the support columns 19A to 19C on the curtain panel 12, the structure is strong against a vertically downward load received from the air conditioner 8, a pantograph, or the like.

さらに、図6に戻り、補強部材21を外板17の上辺端部に載置し、補強部材21と外板17の上辺端部とを補強部材21の長手方向に沿って連続的に溶接する。符号W2は、補強部材21と外板17とが溶接されて形成された溶接ビードである。また、補強部材21と、内側頂部24及び外側頂部23の並設方向における最上端側の内側頂部24とを溶接する。この場合、補強部材21と内側頂部24との重なり部分を溶接してもよく、補強部材21と内側頂部24との境界を溶接するようにしてもよい。符号W3は、補強部材21の上方から補強部材21と内側頂部24との重なり部分を溶接して形成された溶接ビードであり、符号W4は、補強部材21と内側頂部24との境界を溶接して形成された溶接ビードである。このように外板17に補強部材21が溶接されることにより、幕パネル12の剛性が強化され、補強部材21の長手方向に加わる荷重に対して強い構造となる。   Further, returning to FIG. 6, the reinforcing member 21 is placed on the upper side end of the outer plate 17, and the reinforcing member 21 and the upper side end of the outer plate 17 are continuously welded along the longitudinal direction of the reinforcing member 21. . Reference sign W2 is a weld bead formed by welding the reinforcing member 21 and the outer plate 17. Further, the reinforcing member 21 and the inner top portion 24 on the uppermost end side in the juxtaposing direction of the inner top portion 24 and the outer top portion 23 are welded. In this case, an overlapping portion between the reinforcing member 21 and the inner top portion 24 may be welded, or a boundary between the reinforcing member 21 and the inner top portion 24 may be welded. Reference numeral W3 is a weld bead formed by welding the overlapping portion of the reinforcing member 21 and the inner top portion 24 from above the reinforcing member 21, and reference symbol W4 welds the boundary between the reinforcing member 21 and the inner top portion 24. This is a weld bead formed. By welding the reinforcing member 21 to the outer plate 17 in this way, the rigidity of the curtain panel 12 is strengthened, and the structure is strong against a load applied in the longitudinal direction of the reinforcing member 21.

次いで、第1の横梁部材22を外板17の下辺端部に沿うように載置し、溶接装置26を用いて、横梁部材本体部22aと外板17とを第1の横梁部材22の長手方向に沿って連続的に溶接する。符号W5は、横梁部材本体部22aと外板17とが溶接されて形成された溶接ビードである。さらに、第1の横梁部材22のフランジ部22dと、内側頂部24及び外側頂部23の並設方向における最下端側の内側頂部24とを内側頂部24の長手方向に沿って連続的に溶接する。この場合も、フランジ部22dの上からフランジ部22dと内側頂部24との重なり部分を溶接してもよく、フランジ部22dと内側頂部24との境界を溶接するようにしてもよい。符号W6は、フランジ部22dの上からフランジ部22dと内側頂部24との重なり部分を溶接して形成された溶接ビードであり、符号W7は、フランジ部22dと内側頂部24との境界を溶接して形成された溶接ビードである。このように外板17に第1の横梁部材22が溶接されることにより、幕パネル12の剛性がさらに強化され、第1の横梁部材22の長手方向に加わる荷重に対して強い構造となる。   Next, the first cross beam member 22 is placed along the lower side edge of the outer plate 17, and the welding device 26 is used to connect the cross beam member main body 22 a and the outer plate 17 to the length of the first cross beam member 22. Weld continuously along the direction. Reference sign W5 is a weld bead formed by welding the cross beam member main body 22a and the outer plate 17. Further, the flange 22 d of the first cross beam member 22 and the inner top 24 on the lowermost side in the juxtaposition direction of the inner top 24 and the outer top 23 are continuously welded along the longitudinal direction of the inner top 24. Also in this case, the overlapping portion between the flange portion 22d and the inner top portion 24 may be welded from above the flange portion 22d, or the boundary between the flange portion 22d and the inner top portion 24 may be welded. Symbol W6 is a weld bead formed by welding the overlapping portion of the flange portion 22d and the inner top portion 24 from above the flange portion 22d, and symbol W7 welds the boundary between the flange portion 22d and the inner top portion 24. This is a weld bead formed. By welding the first cross beam member 22 to the outer plate 17 in this manner, the rigidity of the curtain panel 12 is further strengthened and a structure strong against the load applied in the longitudinal direction of the first cross beam member 22 is obtained.

以上のように、波板18の外側頂部23と外板17との間は、連続溶接のために隙間がなく接合され、外板17と波板18とによって形成された中空部61間で、気体や液体が移動することがないように遮断される。そのため、鉄道車両のトンネル進入時に受ける衝撃を緩和する気密性、車両本体2内への水の進入を抑える水密性を有する。このことは、補強部材21と波板18と外板17とによって形成される中空部62及び第1の横梁部材22と波板18と外板17とによって形成される中空部63も同様である。   As described above, the outer top portion 23 of the corrugated plate 18 and the outer plate 17 are joined without a gap for continuous welding, and between the hollow portions 61 formed by the outer plate 17 and the corrugated plate 18, It is blocked so that gas and liquid do not move. Therefore, it has airtightness that reduces the impact received when the railway vehicle enters the tunnel, and watertightness that suppresses the entry of water into the vehicle body 2. The same applies to the hollow portion 62 formed by the reinforcing member 21, the corrugated plate 18, and the outer plate 17 and the hollow portion 63 formed by the first transverse beam member 22, the corrugated plate 18, and the outer plate 17. .

また、波板18は車両本体2の内側に向けて開放された凹部25を有している。そのため、いわゆるダブルスキンパネル構造の外板パネルと比較して内板が不要である。したがって、幕パネル12は、部品点数が少なくて済み、近年要請されている車両の軽量化が可能となる。さらに、波板18の開放側から連続溶接することができるので、溶接位置を確認しながら連続溶接することができる。   Further, the corrugated plate 18 has a concave portion 25 opened toward the inside of the vehicle body 2. Therefore, an inner plate is unnecessary compared with an outer plate panel having a so-called double skin panel structure. Therefore, the curtain panel 12 requires only a small number of parts, and the weight of the vehicle that has been recently requested can be reduced. Furthermore, since continuous welding can be performed from the open side of the corrugated sheet 18, continuous welding can be performed while confirming the welding position.

[ 吹寄せパネルについて ]
図2及び図9に示すように、外板パネルとしての吹寄せパネル14は、車両本体2の外側に配置される外板28と、波板29と、垂直方向に延在する第3の支柱31とから構成される。
[About blowing panel]
As shown in FIGS. 2 and 9, the blowing panel 14 as an outer panel is composed of an outer panel 28 disposed on the outer side of the vehicle body 2, a corrugated sheet 29, and a third column 31 extending in the vertical direction. It consists of.

図10に示すように、波板29は、幕パネル12の波板18と同様に、波板29自体の剛性を高めるため、車両本体2の外側に位置する外側頂部32と車両本体2の内側に位置する内側頂部33とを交互に並設させて断面が波形に形成されている。   As shown in FIG. 10, the corrugated sheet 29 is similar to the corrugated sheet 18 of the curtain panel 12 in order to increase the rigidity of the corrugated sheet 29 itself. The cross-section is formed in a wavy shape by alternately arranging the inner top portions 33 located at the positions.

また、第3の支柱31は、断面カップ状に形成された長尺状の支柱本体部31aと、その支柱本体部31aの縁部31b,31cのそれぞれに沿って長手方向に形成されたフランジ部31d,31eとで形成されている。この第3の支柱31は、吹寄せパネル14における窓枠パネル13側の端部に沿って接合される。すなわち、支柱本体部31aは外板28に接合するために断面コ字状に形成され、波板29側のフランジ部31dは、波板29の内側頂部33及び外側頂部32の並設方向において最も窓枠パネル13に近接する内側頂部33に接合するために設けられている。また、フランジ部31eは、窓枠パネル13に接合するために設けられている。   In addition, the third support column 31 is a flange unit formed in the longitudinal direction along each of the long column body 31a formed in a cup shape in cross section and the edges 31b and 31c of the column body 31a. 31d and 31e. The third support column 31 is joined along the end portion of the blowing panel 14 on the window frame panel 13 side. That is, the column main body portion 31 a is formed in a U-shaped cross section so as to be joined to the outer plate 28, and the flange portion 31 d on the corrugated plate 29 side is the most in the juxtaposed direction of the inner top portion 33 and the outer top portion 32 of the corrugated plate 29. It is provided for joining to the inner top 33 close to the window frame panel 13. Further, the flange portion 31 e is provided for joining to the window frame panel 13.

図11に示すように、外板28上に波板29を載置し、溶接装置26を用いて、波板29の外側頂部32と外板28とを外側頂部32の長手方向に沿って連続的に溶接する。符号W12は、外側頂部32と外板28とが溶接されて形成された溶接ビードである。このように外板28と波板29とが連続溶接により接合されることにより、吹寄せパネル14の剛性が強化され、外側頂部32の長手方向に加わる荷重に対して強い構造となる。   As shown in FIG. 11, the corrugated sheet 29 is placed on the outer plate 28, and the outer apex 32 and the outer plate 28 of the corrugated sheet 29 are continued along the longitudinal direction of the outer apex 32 using the welding device 26. Welding. Reference sign W <b> 12 is a weld bead formed by welding the outer top portion 32 and the outer plate 28. Thus, by joining the outer plate 28 and the corrugated plate 29 by continuous welding, the rigidity of the blowing panel 14 is strengthened, and a structure strong against a load applied in the longitudinal direction of the outer top portion 32 is obtained.

さらに、第3の支柱31を外板28の窓枠パネル13側の端部に沿うように載置し、溶接装置26を用いて、支柱本体部31aと外板28とを第3の支柱31の長手方向に沿って連続的に溶接する。符号W13は、支柱本体部31aと外板28とが溶接されて形成された溶接ビードである。次いで、第3の支柱31のフランジ部31dと、内側頂部33及び外側頂部32の並設方向において最も窓枠パネル13に近接する内側頂部33とを内側頂部33の長手方向に沿って連続的に溶接する。この場合も、フランジ部31dと内側頂部33との重なり部分を溶接してもよく、フランジ部31dと内側頂部33との境界を溶接するようにしてもよい。符号W14は、フランジ部31dの上方からフランジ部31dと内側頂部33との重なり部分を溶接して形成された溶接ビードであり、符号W16は、フランジ部31dと内側頂部33との境界を溶接して形成された溶接ビードである。このように外板28に第3の支柱31が溶接されることにより、吹寄せパネル14の剛性がさらに強化され、第3の支柱31の長手方向に加わる荷重に対して強い構造となる。   Further, the third column 31 is placed along the end of the outer plate 28 on the window frame panel 13 side, and the column main body 31 a and the outer plate 28 are connected to the third column 31 using the welding device 26. Weld continuously along the longitudinal direction. Reference sign W13 is a weld bead formed by welding the column main body 31a and the outer plate 28. Next, the flange 31d of the third support column 31 and the inner top 33 closest to the window frame panel 13 in the juxtaposition direction of the inner top 33 and the outer top 32 are continuously provided along the longitudinal direction of the inner top 33. Weld. Also in this case, the overlapping portion between the flange portion 31d and the inner top portion 33 may be welded, or the boundary between the flange portion 31d and the inner top portion 33 may be welded. Reference numeral W14 is a weld bead formed by welding the overlapping portion of the flange portion 31d and the inner top portion 33 from above the flange portion 31d, and reference symbol W16 is a weld of the boundary between the flange portion 31d and the inner top portion 33. This is a weld bead formed. By welding the third support column 31 to the outer plate 28 in this way, the rigidity of the blowing panel 14 is further strengthened and a structure that is strong against the load applied in the longitudinal direction of the third support column 31 is obtained.

ここで、幕パネル12と同様に、吹寄せパネル14においても、波板29の外側頂部32と外板28との間は、連続溶接のために隙間がなく接合され、外板28と波板29とによって形成された中空部66間で、気体や液体が移動することがないように遮断されている。そのため、鉄道車両のトンネル進入時に受ける衝撃を緩和する気密性、車両本体2内への水の進入を抑える水密性を有する。このことは、第3の支柱31と波板29と外板28とによって形成される中空部67も同様である。さらに、第3の支柱31は、側構体ブロック11において鉛直方向に延在することになるため、吹寄せパネル14は、鉛直下向きの荷重に対して強い構造となる。   Here, similarly to the curtain panel 12, also in the blowing panel 14, the outer top portion 32 of the corrugated plate 29 and the outer plate 28 are joined without a gap for continuous welding, and the outer plate 28 and the corrugated plate 29 are joined. Are blocked so that no gas or liquid moves between the hollow portions 66 formed by. Therefore, it has airtightness that reduces the impact received when the railway vehicle enters the tunnel, and watertightness that suppresses the entry of water into the vehicle body 2. The same applies to the hollow portion 67 formed by the third support column 31, the corrugated plate 29, and the outer plate 28. Furthermore, since the 3rd support | pillar 31 will be extended in the perpendicular direction in the side structure block 11, the blowing panel 14 becomes a structure strong with respect to a vertically downward load.

また、波板29は車両本体2の内側に向けて開放された凹部34を有している。そのため、いわゆるダブルスキンパネル構造の外板パネルと比較して内板が不要であり、軽量化が可能となっている。   The corrugated plate 29 has a recess 34 that is open toward the inside of the vehicle body 2. Therefore, an inner plate is unnecessary compared with an outer plate panel having a so-called double skin panel structure, and the weight can be reduced.

[ 腰パネルについて ]
図2及び図12に示すように、外板パネルとしての腰パネル16は、車両本体2の外側に配置される外板36と、四枚の波板37と、両側に位置し且つ鉛直方向に延在する第2の支柱38A,38Cと、中央に位置し且つ鉛直方向に延在する第5の支柱38Bと、上端で水平に延在する第2の横梁部材39と、下端で水平に延在する下方側の接合部材41とから構成される。
[About waist panel]
As shown in FIGS. 2 and 12, the waist panel 16 as an outer plate panel is located on both sides of the outer plate 36 disposed on the outer side of the vehicle body 2, four corrugated plates 37, and in the vertical direction. Second pillars 38A, 38C extending, a fifth pillar 38B located in the center and extending in the vertical direction, a second cross beam member 39 extending horizontally at the upper end, and extending horizontally at the lower end It is comprised from the lower side joining member 41 which exists.

図13に示すように、各波板37は、波板37自体に剛性を持たせるために、車両本体2の外側に位置する外側頂部42と車両本体2の内側に位置する内側頂部43とを交互に並設させて断面が波形に形成されている。   As shown in FIG. 13, each corrugated plate 37 includes an outer top portion 42 positioned outside the vehicle body 2 and an inner top portion 43 positioned inside the vehicle body 2 in order to give the corrugated plate 37 itself rigidity. The cross section is formed in a waveform by arranging them alternately.

また、腰パネル16の上辺端部に位置する第2の横梁部材39は、断面カップ状に形成された長尺状の横梁部材本体部39aと、その横梁部材本体部39aの縁部39b,39cのそれぞれに沿って長手方向に形成されたフランジ部39d,39eとで形成されている。この横梁部材本体部39aは外板36に接合するために断面コの字状に形成され、波板37側のフランジ部39eは、波板37の外側頂部42と内側頂部43の並設方向における最上端側の内側頂部43に接合するために設けられている。また、フランジ部39dは、窓枠パネル13や吹寄せパネル14,14に接合するために設けられている。さらに、腰パネル16の下辺端部に位置する接合部材41は、腰パネル16を台枠6に接合するために、断面クランク状で長尺状に形成されている。   The second cross beam member 39 located at the upper side end of the waist panel 16 includes a long cross beam member main body 39a formed in a cup shape in cross section and edges 39b and 39c of the cross beam member main body 39a. And flange portions 39d and 39e formed in the longitudinal direction along the respective portions. The transverse beam member main body 39 a is formed in a U-shaped cross section so as to be joined to the outer plate 36, and the flange portion 39 e on the corrugated plate 37 side is arranged in the direction in which the outer top portion 42 and the inner top portion 43 of the corrugated plate 37 are juxtaposed. It is provided for joining to the innermost top portion 43 on the uppermost end side. Further, the flange portion 39d is provided for joining to the window frame panel 13 and the blowing panels 14 and 14. Furthermore, the joining member 41 located at the lower side end of the waist panel 16 is formed in a long section with a crank-like cross section in order to join the waist panel 16 to the frame 6.

腰パネル16の各支柱38A〜38C(図12参照)は、図5に示す幕パネル12の支柱19と同様の形状であり、支柱本体部とその支柱本体部の縁部に沿って長手方向に形成された一対のフランジ部とで形成されている。腰パネル16の各フランジ部は、図5と同様に、隣接する波板37に接合するために設けられている。外板36、波板37、及び支柱38A〜38Cを接合し、腰パネル16を側構体ブロック11の一部として車両本体2に取り付けたときには、各支柱38A〜38Cは鉛直方向に延在する。また、図5に示す波板18と同様に、各波板37の外側頂部42の端部及び内側頂部43の端部には、面取り部が形成されている。これにより、波板37の端部を支柱38A〜38Cのフランジ部と外板36の間へ差し込みやすくしている。   Each column 38A to 38C (see FIG. 12) of the waist panel 16 has the same shape as the column 19 of the curtain panel 12 shown in FIG. 5, and extends in the longitudinal direction along the column main body and the edge of the column main body. It is formed with a pair of formed flange portions. Each flange part of the waist panel 16 is provided in order to join the adjacent corrugated sheet 37 like FIG. When the outer plate 36, the corrugated plate 37, and the columns 38A to 38C are joined and the waist panel 16 is attached to the vehicle body 2 as a part of the side structure block 11, the columns 38A to 38C extend in the vertical direction. Similarly to the corrugated plate 18 shown in FIG. 5, chamfered portions are formed at the end portions of the outer top portion 42 and the inner top portion 43 of each corrugated plate 37. Thus, the end portion of the corrugated plate 37 is easily inserted between the flange portions of the support columns 38 </ b> A to 38 </ b> C and the outer plate 36.

図14に示すように、外板36に波板37を載置し、溶接装置26を用いて、波板37の外側頂部42と外板36とを外側頂部42の長手方向に沿って連続的に溶接する。符号W17は、外側頂部42と外板36とが溶接されて形成された溶接ビードである。このように外板36と波板37とが連続溶接により接合されることにより、腰パネル16の剛性が強化され、外側頂部42の長手方向に加わる荷重に対して強い構造となる。   As shown in FIG. 14, the corrugated sheet 37 is placed on the outer plate 36, and the outer apex 42 and the outer plate 36 of the corrugated sheet 37 are continuously formed along the longitudinal direction of the outer apex 42 using the welding device 26. Weld to. Reference numeral W <b> 17 is a weld bead formed by welding the outer top portion 42 and the outer plate 36. In this way, the outer plate 36 and the corrugated plate 37 are joined by continuous welding, whereby the rigidity of the waist panel 16 is strengthened and a structure that is strong against the load applied in the longitudinal direction of the outer top portion 42 is obtained.

さらに、図7に示す幕パネル12における支柱19と波板18との溶接と同様に、腰パネル16の各支柱38A〜38Cを外板36及び波板37へ溶接する。すなわち、先ず、第2の支柱38Cが波板37の外側頂部42の延在方向に対して直交する方向に延在するように、第2の支柱38Cは外板36上に載置される。このとき、第2の支柱38Cのフランジ部が波板37の内側頂部43の長手方向における端部に接触するように載置する。そして、溶接装置26を用いて、第2の支柱38Cの支柱本体部と外板36とを第2の支柱38Cの長手方向に沿って連続的に溶接する。さらに、第2の支柱38Cのフランジ部と波板37の内側頂部43の長手方向における端部とを溶接していく。同様に第2の支柱38A及び第5の支柱38Bも、隣接する波板37,37同士を連結するように外板36に連続的に溶接していく。   Furthermore, each column 38 </ b> A to 38 </ b> C of the waist panel 16 is welded to the outer plate 36 and the corrugated plate 37 in the same manner as the welding of the column 19 and the corrugated plate 18 in the curtain panel 12 shown in FIG. 7. That is, first, the second support column 38 </ b> C is placed on the outer plate 36 so that the second support column 38 </ b> C extends in a direction orthogonal to the extending direction of the outer top portion 42 of the corrugated plate 37. At this time, the second support column 38 </ b> C is placed so that the flange portion is in contact with the end portion in the longitudinal direction of the inner top portion 43 of the corrugated plate 37. Then, using the welding device 26, the column main body of the second column 38C and the outer plate 36 are continuously welded along the longitudinal direction of the second column 38C. Further, the flange portion of the second support column 38 </ b> C and the end portion in the longitudinal direction of the inner top portion 43 of the corrugated plate 37 are welded. Similarly, the second support column 38A and the fifth support column 38B are also continuously welded to the outer plate 36 so as to connect the adjacent corrugated plates 37, 37 to each other.

このようにして、一枚の外板36を共有して四枚の波板37を外板36に溶接する際に、隣接した波板37間に支柱38A〜38Cを配置させて、波板37同士を支柱38に溶接して連結する。ここで、支柱38A〜38Cが側構体ブロック11において鉛直方向に設けられることにより、腰パネル16は、鉛直下向きの荷重に対して強い構造となる。   In this way, when one corrugated sheet 36 is shared and four corrugated sheets 37 are welded to the corrugated sheet 36, the struts 38 </ b> A to 38 </ b> C are arranged between the adjacent corrugated sheets 37, and the corrugated sheet 37. The two are welded to the column 38 and connected. Here, the support panels 38 </ b> A to 38 </ b> C are provided in the vertical direction in the side structure block 11, so that the waist panel 16 has a structure strong against a vertically downward load.

次いで、第2の横梁部材39を外板36の上辺端部に載置し、横梁部材本体部39aと外板36の上辺端部とを第2の横梁部材39の長手方向に沿って連続的に接合する。符号W18は、横梁部材本体部39aと外板36とを溶接して形成された溶接ビードである。また、第2の横梁部材39のフランジ部39eと、内側頂部43及び外側頂部42の並設方向における最上端側の内側頂部43とを溶接する。この場合、フランジ部39eと内側頂部43との重なり部分を溶接してもよく、フランジ部39eと内側頂部43との境界を溶接するようにしてもよい。符号W19は、フランジ部39eの上方からフランジ部39eと内側頂部43とを溶接して形成された溶接ビードであり、符号W21は、フランジ部39eと内側頂部43との境界を溶接して形成された溶接ビードである。このように外板36と第2の横梁部材39とが連続溶接により接合されることにより、腰パネル16の剛性が強化され、第2の横梁部材39の長手方向に加わる荷重に対して強い構造となる。   Next, the second cross beam member 39 is placed on the upper side end portion of the outer plate 36, and the horizontal beam member main body portion 39 a and the upper side end portion of the outer plate 36 are continuously provided along the longitudinal direction of the second horizontal beam member 39. To join. Reference sign W18 is a weld bead formed by welding the cross beam member main body 39a and the outer plate 36. Further, the flange portion 39e of the second transverse beam member 39 and the inner top portion 43 on the uppermost end side in the juxtaposing direction of the inner top portion 43 and the outer top portion 42 are welded. In this case, an overlapping portion between the flange portion 39e and the inner top portion 43 may be welded, or a boundary between the flange portion 39e and the inner top portion 43 may be welded. Reference sign W19 is a weld bead formed by welding the flange part 39e and the inner top part 43 from above the flange part 39e, and reference sign W21 is formed by welding the boundary between the flange part 39e and the inner top part 43. Welding bead. In this way, the outer panel 36 and the second transverse beam member 39 are joined by continuous welding, whereby the rigidity of the waist panel 16 is enhanced and the structure is strong against the load applied in the longitudinal direction of the second transverse beam member 39. It becomes.

また、接合部材41を外板36の下辺端部に載置し、接合部材41と外板36の下辺端部とを接合部材41の長手方向に沿って連続的に接合する。符号W22は、接合部材41と外板36とを溶接して形成された溶接ビードである。さらに、接合部材41と、内側頂部43及び外側頂部42の並設方向における最下端側の内側頂部43とを溶接する。この場合、接合部材41と内側頂部43との重なり部分を溶接してもよく、接合部材41と内側頂部43との境界を溶接するようにしてもよい。符号W23は、接合部材41の上方から接合部材41と内側頂部43とを溶接して形成された溶接ビードであり、符号W24は、接合部材41と内側頂部43との境界を溶接して形成された溶接ビードである。このように外板36と接合部材41とが連続溶接により接合されることにより、腰パネル16の剛性が強化され、接合部材41の長手方向に加わる荷重に対して強い構造となる。   Further, the joining member 41 is placed on the lower side end portion of the outer plate 36, and the joining member 41 and the lower side end portion of the outer plate 36 are continuously joined along the longitudinal direction of the joining member 41. Reference sign W <b> 22 is a weld bead formed by welding the joining member 41 and the outer plate 36. Furthermore, the joining member 41 is welded to the innermost top portion 43 on the lowermost side in the juxtaposed direction of the inner top portion 43 and the outer top portion 42. In this case, an overlapping portion between the joining member 41 and the inner top portion 43 may be welded, or a boundary between the joining member 41 and the inner top portion 43 may be welded. Reference sign W23 is a weld bead formed by welding the joining member 41 and the inner top portion 43 from above the joining member 41, and reference sign W24 is formed by welding the boundary between the joining member 41 and the inner top portion 43. Welding bead. In this way, the outer plate 36 and the joining member 41 are joined by continuous welding, whereby the rigidity of the waist panel 16 is strengthened and a structure that is strong against the load applied in the longitudinal direction of the joining member 41 is obtained.

ここで、幕パネル12と同様に、腰パネル16においても、外板36と波板37とによって形成された中空部68や、接合部材39と外板36と波板37とによって形成された中空部69、接合部材41と外板36と波板37とによって形成された中空部71間で気体や液体が移動することがないように遮断され、鉄道車両のトンネル進入時に受ける衝撃を緩和する気密性、車両本体2内への水の進入を抑える水密性を有する。   Here, similarly to the curtain panel 12, also in the waist panel 16, a hollow portion 68 formed by the outer plate 36 and the corrugated plate 37, and a hollow formed by the joining member 39, the outer plate 36 and the corrugated plate 37. Airtight to mitigate the impact received when entering the tunnel of a railway vehicle by blocking the gas and liquid from moving between the hollow portion 71 formed by the portion 69, the joining member 41, the outer plate 36 and the corrugated plate 37 And water tightness that suppresses the entry of water into the vehicle body 2.

図15に示すように、腰パネル16を車両本体2に接合する際には、腰パネル16における接合部材41の連結部41aに台枠6を嵌め合わせ、接合部材41と台枠6とを接合部材41の長手方向に沿って車両本体2の内側から連続的に溶接する。符号W26は、接合部材41と台枠6とを溶接して形成された溶接ビードである。また、外板36の下辺端部と接合部材41と台枠6とを、接合部材41の長手方向に沿って、車両本体2の外側から連続的に溶接する。符号W27は、外板36の下辺端部と接合部材41と台枠6と溶接して形成された溶接ビードである。さらに、接合部材41の下辺端部と台枠6との境界に沿って連続的に溶接してもよい。符号W28は、接合部材41の下辺端部と台枠6との境界に沿って溶接して形成された溶接ビードである。   As shown in FIG. 15, when joining the waist panel 16 to the vehicle body 2, the base frame 6 is fitted to the connecting portion 41 a of the joint member 41 in the waist panel 16, and the joint member 41 and the base frame 6 are joined. Welding is continuously performed from the inside of the vehicle body 2 along the longitudinal direction of the member 41. Reference sign W26 is a weld bead formed by welding the joining member 41 and the frame 6. Further, the lower edge of the outer plate 36, the joining member 41 and the frame 6 are continuously welded from the outside of the vehicle body 2 along the longitudinal direction of the joining member 41. Reference numeral W <b> 27 is a weld bead formed by welding the lower side end portion of the outer plate 36, the joining member 41, and the base frame 6. Furthermore, welding may be continuously performed along the boundary between the lower side end of the joining member 41 and the frame 6. Reference sign W <b> 28 is a weld bead formed by welding along the boundary between the lower end of the joining member 41 and the frame 6.

さらに、吹寄せパネル14の波板29の端部を、第2の横梁部材39のフランジ部39dに差し込むように、腰パネル16の外板36に対し、上方から吹寄せパネル14の外板28を突き合わせる。次いで、外板28と外板36との突き合わせ部分及び第2の横梁部材39の横梁部材本体部39aを、第2の横梁部材39の長手方向に沿って、車両本体2の外側から溶接装置26により連続的に溶接する。符号W29は、外板28と外板36との突き合わせ部分及び第2の横梁部材39の横梁部材本体部39aを溶接して形成された溶接ビードである。さらに、第2の横梁部材39のフランジ部39dと、吹寄せパネル14の波板29における内側頂部33の長手方向における端部とを連続的に溶接する。符号W31は、第2の横梁部材39のフランジ部39dと、吹寄せパネル14の内側頂部33とを溶接して形成された溶接ビードである。   Further, the outer plate 28 of the blowing panel 14 is abutted against the outer plate 36 of the waist panel 16 from above so that the end of the corrugated plate 29 of the blowing panel 14 is inserted into the flange portion 39d of the second cross beam member 39. The Next, the butted portion of the outer plate 28 and the outer plate 36 and the transverse beam member main body portion 39 a of the second transverse beam member 39 are welded from the outside of the vehicle body 2 along the longitudinal direction of the second transverse beam member 39. To weld continuously. Reference numeral W29 is a weld bead formed by welding the butted portion of the outer plate 28 and the outer plate 36 and the transverse beam member main body 39a of the second transverse beam member 39. Further, the flange portion 39d of the second transverse beam member 39 and the end portion in the longitudinal direction of the inner top portion 33 of the corrugated plate 29 of the blowing panel 14 are continuously welded. Reference sign W31 is a weld bead formed by welding the flange portion 39d of the second transverse beam member 39 and the inner top portion 33 of the blowing panel 14.

ここにおいて、波板37は、車両本体2の内側に向けて開放された凹部44を有するので、いわゆるダブルスキンパネル構造の外板パネルと比較して内板が不要であり、軽量化が可能となる。また、凹部44に沿って、電気配線46が収容される。これにより、波板37の凹部44を利用してスペース効率よく電気配線を収容することができる。   Here, the corrugated plate 37 has a recess 44 opened toward the inside of the vehicle body 2, so that an inner plate is not required and a weight reduction is possible as compared with an outer plate panel having a so-called double skin panel structure. Become. The electric wiring 46 is accommodated along the recess 44. As a result, the electrical wiring can be accommodated in a space-efficient manner using the recess 44 of the corrugated plate 37.

[ 外板パネルの接合について ]
図16に示すように、窓枠パネル13は、腰パネル16の第2の横梁部材39に突き合わせて第2の横梁部材39に連続的に溶接される。さらに、窓枠パネル13は、各吹寄せパネル14,14の第3の支柱31に突き合わせて第3の支柱31に連続的に溶接されると共に、窓枠パネル13は、幕パネル12の第1の横梁部材22に突き合わせて第1の横梁部材22に連続的に溶接される。一方、吹寄せパネル14は、幕パネル12の第1の横梁部材22に突き合わせて第1の横梁部材22に連続的に溶接されると共に、腰パネル16の第2の横梁部材39に突き合わせて第2の横梁部材39に連続的に溶接される。以上のように、各外板パネル12,14,16と窓枠パネル13とを溶接して接合することにより、側構体ブロック11を形成することができる。
[About joining of outer panel]
As shown in FIG. 16, the window frame panel 13 is continuously welded to the second transverse beam member 39 while abutting against the second transverse beam member 39 of the waist panel 16. Further, the window frame panel 13 is continuously welded to the third column 31 by abutting against the third column 31 of each blowing panel 14, 14, and the window frame panel 13 is a first column of the curtain panel 12. It is continuously welded to the first cross beam member 22 while abutting against the cross beam member 22. Meanwhile, the blowing panel 14 is continuously welded to the first transverse beam member 22 by abutting against the first transverse beam member 22 of the curtain panel 12 and is also abutted against the second transverse beam member 39 of the waist panel 16. Are continuously welded to the transverse beam member 39. As described above, the side structure block 11 can be formed by welding and joining the outer panel 12, 14, 16 and the window frame panel 13.

なお、窓枠パネル13の各コーナ部において、L字状の各補強金具48は、幕パネル12の第1の横梁部材22と吹寄せパネル14の第3の支柱31とに重ね合わせられて溶接されると共に、吹寄せパネル14の第3の支柱31と腰パネル16の第2の横梁部材39とに重ね合わせられて溶接され、側構体ブロック11の剛性をさらに強化している。   In each corner portion of the window frame panel 13, each L-shaped reinforcing bracket 48 is overlapped and welded to the first horizontal beam member 22 of the curtain panel 12 and the third column 31 of the blowing panel 14. At the same time, the third column 31 of the blowing panel 14 and the second transverse beam member 39 of the waist panel 16 are overlapped and welded to further enhance the rigidity of the side structure block 11.

ここで、図17に示すように、各外板パネル12,14,16及び窓枠パネル13が接合されて形成された側構体ブロック11において、幕パネル12の第1の支柱19Aと、車両本体2の前方側の吹寄せパネル14における第3の支柱31と、腰パネル16の第2の支柱38Aとは、窓枠パネル13の縁に沿って鉛直方向において連続して一列に配置されるため、これら第1の支柱19A、第3の支柱31、及び第2の支柱38Aとが鉛直方向に延在する縦骨としての役割を果たす。同様に、幕パネル12の第1の支柱19C、車両本体2の後方側の吹寄せパネル14における第3の支柱31、及び腰パネル16の第2の支柱38Cも、窓枠パネル13の縁に沿って鉛直方向において連続して一列に配列されるため、これらも鉛直方向に延在する縦骨としての役割を果たす。そのため、側構体ブロック11は、鉛直方向に加わる荷重に対して強い構造となる。   Here, as shown in FIG. 17, in the side structure block 11 formed by joining the outer panel panels 12, 14, 16 and the window frame panel 13, the first column 19A of the curtain panel 12 and the vehicle body Since the third support column 31 of the front blowing panel 14 on the front side and the second support column 38A of the waist panel 16 are arranged in a row continuously in the vertical direction along the edge of the window frame panel 13, The first support column 19A, the third support column 31, and the second support column 38A serve as vertical bones extending in the vertical direction. Similarly, the first column 19 </ b> C of the curtain panel 12, the third column 31 of the blowing panel 14 on the rear side of the vehicle body 2, and the second column 38 </ b> C of the waist panel 16 also extend along the edge of the window frame panel 13. Since they are arranged in a row in the vertical direction, they also serve as vertical bones extending in the vertical direction. Therefore, the side structure block 11 has a structure strong against a load applied in the vertical direction.

さらに、幕パネル12の第4の支柱19Bと腰パネル16の第5の支柱38Bとが鉛直方向において直線的に配列されるため、これら第4及び第5の支柱19B,38Bが、鉛直下向きの荷重に対する補強的な縦骨としての役割を果たす。   Further, since the fourth column 19B of the curtain panel 12 and the fifth column 38B of the waist panel 16 are linearly arranged in the vertical direction, the fourth and fifth columns 19B and 38B are vertically downward. It plays a role as a longitudinal bone that reinforces the load.

また、幕パネル12の第1の横梁部材22と腰パネル16の第2の横梁部材39も水平方向に延在する横骨としての役割を果たす。そのため、水辺方向に加わる荷重に対して強い構造となる。さらに、鉛直方向に延在する縦骨としての第1の支柱19A,19C、第2の支柱38A,38C、第3の支柱31、第4の支柱19B、及び第5の支柱38Bと、水平方向に延在する横骨としての第1の横梁部材22及び第2の横梁部材39は互いに直交するように延在しているため、側構体ブロック11の剛性は強化されている。   The first cross beam member 22 of the curtain panel 12 and the second cross beam member 39 of the waist panel 16 also serve as horizontal bones extending in the horizontal direction. Therefore, the structure is strong against a load applied in the waterside direction. Furthermore, the first pillars 19A and 19C, the second pillars 38A and 38C, the third pillars 31, the fourth pillars 19B, and the fifth pillars 38B as vertical bones extending in the vertical direction, and the horizontal direction Since the first transverse beam member 22 and the second transverse beam member 39 as transverse bones extending in the direction extend perpendicular to each other, the rigidity of the side structure block 11 is enhanced.

[ 第2の実施形態 ]
次に、第2の実施形態について説明する。図18に示された側構体ブロック81が第1の実施形態における側構体ブロック11と異なるのは、幕パネル82、吹寄せパネル83、及び腰パネル84の各外板パネルの大きさ、支柱の本数と位置、横梁部材等である。したがって、これらの点を主に説明する。なお、第2の実施形態において、第1の実施形態と同一又は同等の要素には同一符号を用いるものとし、重複する説明は省略する。
[Second Embodiment]
Next, a second embodiment will be described. The side structure block 81 shown in FIG. 18 is different from the side structure block 11 in the first embodiment in that the size of each outer panel of the curtain panel 82, the blowing panel 83, and the waist panel 84, the number of columns, and the like. Position, cross beam member, etc. Therefore, these points will be mainly described. In the second embodiment, the same reference numerals are used for elements that are the same as or equivalent to those in the first embodiment, and redundant descriptions are omitted.

[ 側構体ブロックの構成について ]
図18〜図20に示すように、各吹寄せパネル83,83は、側構体ブロック81の高さを有し、窓枠パネル13、幕パネル82、及び腰パネル84と接合するために、窓枠パネル13側の端部に沿って第1の支柱86が連続的に溶接されている。幕パネル82は、窓枠パネル13と同じ横幅を有し、中央には鉛直方向に延在する第2の支柱87が連続的に溶接されている。この幕パネル82は、一対の吹寄せパネル83,83の間で窓枠パネル13の上方に配置され、幕パネル82の下辺端部に連続溶接された第1の横梁部材88によって窓枠パネル13の上辺端部に連続的に溶接される。腰パネル84も、窓枠パネル13と同じ横幅を有し、中央には鉛直方向に延在する第3の支柱89が連続的に溶接されている。この腰パネル84は、一対の吹寄せパネル83,83の間で窓枠パネル13の下方に配置され、腰パネル84の上辺端部に連続溶接された第2の横梁部材91によって窓枠パネル13の下辺端部に接合される。
[Configuration of side structure block]
As shown in FIGS. 18 to 20, each blowing panel 83, 83 has the height of the side structure block 81, and is joined to the window frame panel 13, the curtain panel 82, and the waist panel 84 to join the window frame panel. The 1st support | pillar 86 is continuously welded along the edge part by the side of 13th. The curtain panel 82 has the same horizontal width as the window frame panel 13, and a second support column 87 extending in the vertical direction is continuously welded at the center. The curtain panel 82 is disposed above the window frame panel 13 between the pair of blowing panels 83, 83, and the first horizontal beam member 88 is continuously welded to the lower side end of the curtain panel 82. It is continuously welded to the upper edge. The waist panel 84 also has the same width as the window frame panel 13, and a third support column 89 extending in the vertical direction is continuously welded at the center. The waist panel 84 is disposed below the window frame panel 13 between the pair of blowing panels 83, 83, and the second horizontal beam member 91 continuously welded to the upper side end portion of the waist panel 84 is used for the window frame panel 13. Joined to the lower edge.

なお、各外板パネル82,83,84が、構成部材として外板、波板、及び接合部材等を有することは、第1の実施形態の各外板パネル12,14,16と同様である。   In addition, it is the same as each outer panel 12, 12, and 16 of 1st Embodiment that each outer panel 82, 83, 84 has an outer plate, a corrugated board, a joining member, etc. as a structural member. .

[ 支柱及び横梁部材について ]
以上のような構成を有する側構体ブロック81によれば、窓枠パネル13の周囲に幕パネル82、一対の吹寄せパネル83、及び腰パネル84を接合することによって、吹寄せパネル83の第1の支柱86は鉛直方向に配置されるため、第1の支柱86が鉛直方向に延在する縦骨としての役割を果たし、エアコンディショナー8やパンタグラフ等から受ける鉛直下向きの荷重に対して強い構造となる。幕パネル82の第2の支柱87及び腰パネル84の第3の支柱89も、鉛直方向において直線的に配列されるため、これら第2と第3の支柱87,89とが、鉛直下向きの荷重に対する補強的な縦骨としての役割を果たす。
[About columns and cross beam members]
According to the side structure block 81 having the above-described configuration, the curtain column 82, the pair of blowing panels 83, and the waist panel 84 are joined around the window frame panel 13, whereby the first support column 86 of the blowing panel 83. Is arranged in the vertical direction, the first support column 86 serves as a vertical bone extending in the vertical direction, and has a structure that is strong against a vertically downward load received from the air conditioner 8, a pantograph, or the like. Since the second column 87 of the curtain panel 82 and the third column 89 of the waist panel 84 are also linearly arranged in the vertical direction, the second and third columns 87 and 89 are capable of handling a downward load. Serves as a reinforcing vertical bone.

また、幕パネル82の第1の横梁部材88と腰パネル84の第2の横梁部材91とは、水平方向に延在する横骨としての役割を果たす。したがって、水平方向にかかる荷重に対して強い構造となる。   Further, the first cross beam member 88 of the curtain panel 82 and the second cross beam member 91 of the waist panel 84 serve as horizontal bones extending in the horizontal direction. Therefore, the structure is strong against the load applied in the horizontal direction.

さらには、鉛直方向に延在する縦骨としての第1,2,3の支柱86,87,89と、水平方向に延在する横骨としての第1及び第2の横梁部材88,91とは、互いに直交するように延在することになるため、側構体ブロック81の剛性が強化される。   Furthermore, first, second, and third columns 86, 87, 89 as vertical bones extending in the vertical direction, and first and second cross beam members 88, 91 as horizontal bones extending in the horizontal direction, Are extended so as to be orthogonal to each other, the rigidity of the side structure block 81 is enhanced.

本発明は、上記実施形態に限定されるものではない。例えば、上記実施形態では、第1の実施形態における腰パネル16の各支柱38や第2の実施形態における腰パネル84の支柱89は、図5に示す幕パネル12の支柱19と同様の形状であり、支柱本体部と一対のフランジ部とで形成されている。このような支柱38,89の代わりに、図21及び図22に示すように、切断させて形成された第1〜第4の板材94〜97を連続溶接によって接合することにより、断面矩形状に形成された支柱本体部98と、その支柱本体部98の縁部に沿って長手方向に延在するフランジ部99とを有する長尺状の支柱93を用いても良い。第1〜第4の板材94〜97は切断加工によって形成されて、精度の良い板材の組み合わせを可能にし、精度の良い支柱93を形成することができる。このような支柱93は、吹寄せパネル14,83の支柱31,86に適用することもできる。   The present invention is not limited to the above embodiment. For example, in the above embodiment, each support 38 of the waist panel 16 in the first embodiment and the support 89 of the waist panel 84 in the second embodiment have the same shape as the support 19 of the curtain panel 12 shown in FIG. Yes, it is formed of a column main body portion and a pair of flange portions. As shown in FIGS. 21 and 22, instead of the support columns 38 and 89, the first to fourth plate members 94 to 97 formed by cutting are joined by continuous welding to form a rectangular cross section. A long column 93 having a column main body 98 formed and a flange 99 extending in the longitudinal direction along the edge of the column main body 98 may be used. The first to fourth plate members 94 to 97 are formed by cutting, enabling a combination of plate members with high accuracy, and forming a column 93 with high accuracy. Such a support | pillar 93 can also be applied to the support | pillars 31 and 86 of the blowing panels 14 and 83. FIG.

また、図23及び図24に示すように、第1の実施形態における幕パネル12において、外板17と波板18とによって形成された各中空部61、補強部材21と波板18と外板17とによって形成された中空部62、及び第1の横梁部材22と波板18と外板17とによって形成された中空部63には、充填材101としての防振材又は防音材の少なくとも一方を充填するとよい。これらの中空部61〜63を利用することにより、充填材101(防振材又は防音材)をスペース効率良く充填することができ、車両本体2の防振あるいは防音が実現できる。このような充填材101(防振材又は防音材)は、幕パネル12に限らず、吹寄せパネル14の外板28と波板29とによって形成される各中空部66(図11参照)に充填してもよく、第3の支柱31と波板29と外板28とによって形成される中空部67(図11参照)に充填してもよい。同様に、充填材101は、腰パネル16における外板36と波板37とによって形成される中空部68(図14参照)、第2の横梁部材39と波板37と外板36とによって形成される中空部69(図14参照)、及び接合部材41と波板37と外板36とによって形成される中空部71(図14参照)に充填してもよい。このような充填材101の充填は、第2の実施形態においても適用することができる。   Further, as shown in FIGS. 23 and 24, in the curtain panel 12 according to the first embodiment, each hollow portion 61 formed by the outer plate 17 and the corrugated plate 18, the reinforcing member 21, the corrugated plate 18 and the outer plate. 17 and the hollow portion 63 formed by the first transverse beam member 22, the corrugated plate 18, and the outer plate 17, at least one of a vibration isolating material or a sound insulating material as the filler 101 is provided. It is good to fill. By using these hollow portions 61 to 63, the filler 101 (vibration-proofing material or sound-proofing material) can be filled in a space-efficient manner, and vibration-proofing or sound-proofing of the vehicle body 2 can be realized. Such a filling material 101 (vibration-proofing material or sound-proofing material) is not limited to the curtain panel 12 but is filled in each hollow portion 66 (see FIG. 11) formed by the outer plate 28 and the corrugated plate 29 of the blowing panel 14. Alternatively, the hollow portion 67 (see FIG. 11) formed by the third support column 31, the corrugated plate 29, and the outer plate 28 may be filled. Similarly, the filler 101 is formed by the hollow portion 68 (see FIG. 14) formed by the outer plate 36 and the corrugated plate 37 in the waist panel 16, the second transverse beam member 39, the corrugated plate 37 and the outer plate 36. The hollow portion 69 (see FIG. 14) formed and the hollow portion 71 (see FIG. 14) formed by the joining member 41, the corrugated plate 37, and the outer plate 36 may be filled. Such filling of the filler 101 can also be applied in the second embodiment.

また、上記第1の実施形態では、電気配線46(図15参照)は腰パネル16における波板37に形成された凹部44に収容したが、幕パネル12における波板18の凹部25や吹寄せパネル14における波板29の凹部34に電気配線46を収容するようにしてもよい。このような電気配線46の凹部25,29,44への収容は、第2の実施形態にも適用可能である。   In the first embodiment, the electrical wiring 46 (see FIG. 15) is accommodated in the concave portion 44 formed in the corrugated plate 37 of the waist panel 16, but the concave portion 25 of the corrugated plate 18 in the curtain panel 12 or the blowing panel. 14 may accommodate the electrical wiring 46 in the recess 34 of the corrugated plate 29. Such accommodation of the electric wiring 46 in the recesses 25, 29, and 44 is also applicable to the second embodiment.

また、上記実施形態において、支柱19の支柱本体部19a、接合部材22,31,39それぞれの接合部材本体部22a,31a,39aの断面カップ形状は、断面コ字状であるが、これに限らず、略U字状、略C字状、上辺が開放された台形状、或いは上辺が開放された逆台形状であってもよい。   Moreover, in the said embodiment, although the cross-sectional cup shape of each joining member main-body part 22a, 31a, 39a of the support | pillar main-body part 19a of the support | pillar 19 and joining member 22,31,39 is a cross-sectional U-shape, it is not restricted to this. Instead, it may be a substantially U shape, a substantially C shape, a trapezoidal shape with an open upper side, or an inverted trapezoidal shape with an open upper side.

本発明に係る鉄道車両構体の第1の実施形態を示す斜視図である。1 is a perspective view showing a first embodiment of a railway vehicle structure according to the present invention. 図1に示す側構体ブロックを構成する外板パネルを説明する概略図である。It is the schematic explaining the outer plate | board panel which comprises the side structure block shown in FIG. 図2に示す幕パネルの正面図である。It is a front view of the curtain panel shown in FIG. 幕パネルにおいて、外板に波板と補強部材と第1の横梁部材とを配置する様子を示す斜視図である。In a curtain panel, it is a perspective view which shows a mode that a corrugated sheet, a reinforcement member, and a 1st cross beam member are arrange | positioned in an outer plate | board. 幕パネルにおいて、外板に支柱と波板とを配置する様子を示す斜視図である。In a curtain panel, it is a perspective view which shows a mode that a support | pillar and a corrugated sheet are arrange | positioned in an outer plate | board. 図4に示す幕パネルにおいて、外板に波板と補強部材と第1の横梁部材とを溶接する様子を示す斜視図である。FIG. 5 is a perspective view showing a state in which a corrugated sheet, a reinforcing member, and a first cross beam member are welded to the outer plate in the curtain panel shown in FIG. 4. 図5に示す幕パネルにおいて、外板に支柱と波板とを溶接する様子を示す斜視図である。FIG. 6 is a perspective view showing a state in which a column and a corrugated plate are welded to an outer plate in the curtain panel shown in FIG. 5. 図7に示す幕パネルにおけるVIII−VIII線に沿う断面図である。It is sectional drawing which follows the VIII-VIII line in the curtain panel shown in FIG. 図2に示す吹寄せパネルの正面図である。It is a front view of the blowing panel shown in FIG. 図4に示す吹寄せパネルにおいて、外板に波板と支柱とを配置する様子を示す斜視図である。In the blowing panel shown in FIG. 4, it is a perspective view which shows a mode that a corrugated sheet and a support | pillar are arrange | positioned at an outer plate | board. 図10に示す吹寄せパネルにおいて、外板に波板と支柱とを溶接する様子を示す斜視図である。It is a perspective view which shows a mode that a corrugated sheet and a support | pillar are welded to an outer plate in the blowing panel shown in FIG. 図2に示す腰パネルの正面図である。It is a front view of the waist panel shown in FIG. 図12に示す腰パネルにおいて、外板に波板と第2の横梁部材と接合部材とを配置する様子を示す斜視図である。In the waist panel shown in FIG. 12, it is a perspective view which shows a mode that a corrugated sheet, a 2nd cross beam member, and a joining member are arrange | positioned on an outer plate | board. 図13に示す腰パネルにおいて、外板に波板と第2の横梁部材と接合部材とを溶接する様子を示す斜視図である。In the waist panel shown in FIG. 13, it is a perspective view which shows a mode that a corrugated sheet, a 2nd cross beam member, and a joining member are welded to an outer plate | board. 図12に示す腰パネルを車両本体に接合する様子を示す断面図である。It is sectional drawing which shows a mode that the waist panel shown in FIG. 12 is joined to a vehicle main body. 各外板パネルを接合したときの側構体ブロックの正面図である。It is a front view of the side structure block when each outer plate panel is joined. 図16に示す側構体ブロックの支柱及び横梁部材の概略図である。It is the schematic of the support | pillar and side beam member of the side structure block shown in FIG. 本発明に係る鉄道車両構体の第2の実施形態を示す側構体ブロックの概略図である。It is the schematic of the side structure block which shows 2nd Embodiment of the railway vehicle structure which concerns on this invention. 図18に示す各外板パネルを接合したときの側構体ブロックの正面図である。It is a front view of the side structure block when each outer-plate panel shown in FIG. 18 is joined. 図19に示す側構体ブロックの支柱及び横梁部材の概略図である。It is the schematic of the support | pillar and side beam member of the side structure block shown in FIG. 支柱の他の変形例を示す斜視図である。It is a perspective view which shows the other modification of a support | pillar. 図21に示す支柱のXXII−XXII線に沿う断面図である。It is sectional drawing which follows the XXII-XXII line of the support | pillar shown in FIG. 防振材又は防音材が充填された幕パネルの斜視図である。It is a perspective view of the curtain panel filled with the vibration proof material or the soundproof material. 防振材又は防音材が充填された幕パネルの斜視図である。It is a perspective view of the curtain panel filled with the vibration proof material or the soundproof material.

符号の説明Explanation of symbols

1…鉄道車両構体、2…車両本体、11…側構体ブロック、12,82…幕パネル(外板パネル)、13…窓枠パネル、14,83…吹寄せパネル(外板パネル)、16,84…腰パネル(外板パネル)、17,28,36…外板、18,29,37…波板、18B…第4の支柱、19A,19C,86…第1の支柱、22,88…第1の横梁部材、23,32,42…外側頂部、24,33,43…内側頂部、31,89…第3の支柱、38A,38C,87…第2の支柱、38B…第5の支柱、39,91…第2の横梁部材。   DESCRIPTION OF SYMBOLS 1 ... Railway vehicle structure, 2 ... Vehicle main body, 11 ... Side structure block, 12, 82 ... Curtain panel (outer panel), 13 ... Window frame panel, 14, 83 ... Blowing panel (outer panel), 16, 84 ... waist panel (outer plate panel), 17, 28, 36 ... outer plate, 18, 29, 37 ... corrugated plate, 18B ... fourth column, 19A, 19C, 86 ... first column, 22, 88 ... first 1 transverse beam member, 23, 32, 42 ... outer top, 24, 33, 43 ... inner top, 31, 89 ... third support, 38A, 38C, 87 ... second support, 38B ... fifth support, 39, 91 ... second transverse beam members.

Claims (7)

複数の外板パネルが接合されてなる鉄道車両構体において、
窓枠パネルの周囲に配置された前記複数の外板パネルは、
鉛直方向に延在する第1の支柱が接合され、前記窓枠パネルの上方に配置される幕パネルと、
鉛直方向に延在する第2の支柱が接合され、前記窓枠パネルの下方に配置される腰パネルと、
鉛直方向に延在する第3の支柱が接合され、前記幕パネルと前記腰パネルとの間で前記窓枠パネルの両側方に配置される一対の吹寄せパネルとを備え、
前記第1の支柱と前記第2の支柱と前記第3の支柱とは鉛直方向に連続して一列に配置されていることを特徴とする鉄道車両構体。
In a railway vehicle structure in which a plurality of outer panel panels are joined,
The plurality of outer panel arranged around the window frame panel,
A curtain panel that is joined to a first support column extending in a vertical direction and disposed above the window frame panel;
A second support column extending in a vertical direction is joined, and a waist panel disposed below the window frame panel;
A third support column extending in the vertical direction is joined, and a pair of blowing panels disposed on both sides of the window frame panel between the curtain panel and the waist panel,
The rail vehicle structure according to claim 1, wherein the first column, the second column, and the third column are arranged in a row continuously in the vertical direction.
前記幕パネルには、前記窓枠パネルの上方において鉛直方向に延在する第4の支柱が接合され、
前記腰パネルには、前記窓枠パネルの下方において鉛直方向に延在する第5の支柱が接合されており、
前記第4の支柱と前記第5の支柱とは鉛直方向において直線的に配列されていることを特徴とする請求項1に記載の鉄道車両構体。
The curtain panel is joined with a fourth column extending vertically above the window frame panel,
The waist panel is joined to a fifth column extending in the vertical direction below the window frame panel,
The railway vehicle structure according to claim 1, wherein the fourth support column and the fifth support column are linearly arranged in the vertical direction.
前記幕パネルは、下辺端部において略水平方向に延在して、前記窓枠パネルの上辺端部及び前記吹寄せパネルの上辺端部に接合される第1の横梁部材を有し、
前記腰パネルは、上辺端部において略水平方向に延在して、前記窓枠パネルの下辺端部及び前記吹寄せパネルの下辺端部に接合される第2の横梁部材を有することを特徴とする請求項1又は2に記載の鉄道車両構体。
The curtain panel has a first horizontal beam member that extends in a substantially horizontal direction at a lower edge portion and is joined to an upper edge portion of the window frame panel and an upper edge portion of the blowing panel,
The waist panel has a second horizontal beam member that extends in a substantially horizontal direction at an upper edge portion and is joined to a lower edge portion of the window frame panel and a lower edge portion of the blowing panel. The railway vehicle structure according to claim 1 or 2.
複数の外板パネルが接合されてなる鉄道車両構体において、
窓枠パネルの周囲に配置された前記複数の外板パネルは、
鉛直方向に延在する第1の支柱を有しており、前記窓枠パネルの両側方に配置される一対の吹寄せパネルと、
前記一対の吹寄せパネルの間で前記窓枠パネルの上方に配置される幕パネルと、
前記一対の吹寄せパネルの間で前記窓枠パネルの下方に配置される腰パネルとを備えることを特徴とする鉄道車両構体。
In a railway vehicle structure in which a plurality of outer panel panels are joined,
The plurality of outer panel arranged around the window frame panel,
A pair of blowing panels having first pillars extending in the vertical direction and disposed on both sides of the window frame panel;
A curtain panel disposed above the window frame panel between the pair of blowing panels;
A railway vehicle structure comprising: a waist panel disposed below the window frame panel between the pair of blowing panels.
前記幕パネルは、前記窓枠パネルの上方において鉛直方向に延在するように接合される第2の支柱を有し、
前記腰パネルは、前記窓枠パネルの下方において鉛直方向に延在するように接合される第3の支柱を有し、
前記第2の支柱と前記第3の支柱とは鉛直方向において直線的に配列されていることを特徴とする請求項4に記載の鉄道車両構体。
The curtain panel has a second support joined to extend vertically above the window frame panel;
The waist panel has a third support column joined to extend in a vertical direction below the window frame panel,
The railway vehicle structure according to claim 4, wherein the second support column and the third support column are linearly arranged in the vertical direction.
前記幕パネルは、下辺端部において略水平方向に延在して、前記窓枠パネルの上辺端部に接合される第1の横梁部材を有し、
前記腰パネルは、上辺端部において略水平方向に延在して、前記窓枠パネルの下辺端部に接合される第2の横梁部材を有することを特徴とする請求項4又は5に記載の鉄道車両構体。
The curtain panel has a first horizontal beam member that extends in a substantially horizontal direction at a lower side end portion and is joined to an upper side end portion of the window frame panel;
The said waist panel has the 2nd cross beam member extended in the substantially horizontal direction in the upper edge part, and joined to the lower edge part of the said window frame panel, The Claim 4 or 5 characterized by the above-mentioned. Railway vehicle structure.
前記複数の外板パネルは、
車両本体の外側に配置される外板と、
前記外板に接合されると共に、前記車両本体の外側に位置する外側頂部と前記車両本体の内側に位置する内側頂部とが交互に並設されて断面波形に形成された波板とさらに備え、
前記波板の前記外側頂部と前記外板とが前記外側頂部の長手方向に沿って連続的に溶接されていることを特徴とする請求項1又は4に記載の鉄道車両構体。
The plurality of outer panel panels are:
An outer plate disposed outside the vehicle body;
A corrugated plate that is joined to the outer plate and that has an outer apex located outside the vehicle main body and an inner apex located inside the vehicle main body alternately arranged in a corrugated section;
The railway vehicle structure according to claim 1 or 4, wherein the outer top portion of the corrugated plate and the outer plate are continuously welded along a longitudinal direction of the outer top portion.
JP2004081593A 2004-03-19 2004-03-19 Railway vehicle structure Expired - Fee Related JP4227921B2 (en)

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