JP2005263139A - Hollow extrusion - Google Patents

Hollow extrusion Download PDF

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JP2005263139A
JP2005263139A JP2004081832A JP2004081832A JP2005263139A JP 2005263139 A JP2005263139 A JP 2005263139A JP 2004081832 A JP2004081832 A JP 2004081832A JP 2004081832 A JP2004081832 A JP 2004081832A JP 2005263139 A JP2005263139 A JP 2005263139A
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plate
hollow extrusion
surface plate
mold material
extrusion mold
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JP4051352B2 (en
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Yoshitomo Watanabe
慶知 渡辺
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Nippon Sharyo Ltd
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Nippon Sharyo Ltd
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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

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Abstract

<P>PROBLEM TO BE SOLVED: To provide a hollow extrusion with increased rigidity of a joint. <P>SOLUTION: In this hollow extrusion 1, a plurality of slant plates 13 are connected between a top plate 11 and a bottom plate 12 in a diagonal direction, and side plates 14 are provided at both ends of a width direction approximately perpendicular to the top plate 11 and the bottom plate 12. Thick joints 15 projecting in a width direction from the side plates 14 are formed on extensions of both ends of the top plate 11 and the bottom plate 12. A intersection 23 between an extension of a centerline 21 of the slant plate 12 provided adjacent to the side plate 14 and the top face of the top plate 11 or the bottom face of the bottom plate 12 is situated nearer the joint 15 side than the upper and lower extensions of the side plate 14. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、鉄道車両や建築物などに使用される中空押出型材に関し、特に接合部の剛性を高めた構造の中空押出型材およびその中空押出型材を使用して構成した鉄道車両構体に関する。   The present invention relates to a hollow extrusion mold material used for a railway vehicle, a building, and the like, and more particularly, to a hollow extrusion mold material having a structure in which the rigidity of a joint portion is increased and a railway vehicle structure configured using the hollow extrusion mold material.

鉄道車両では、高速化の要請が大きく車体の軽量化が求められている一方で、例えばトンネルの出入りや対向車とのすれ違い時に車体室内と外との圧力差によって生じる荷重に耐え得る強度を必要とする。鉄道車両を構成する構体には、アルミなどの軽合金材料を押し出し成形した中空押出型材が使用されている。鉄道車両の構体を構成する中空押出型材は、数百mm幅で車体長手方向に長いパネルであり、それらが幅方向に溶接して構体が構成されている。従って、中空押出型材で構成された高速鉄道車両の車体強度を確保するには、接合部分について剛性を高めることが重要である。   Railcars are demanding high speed and require a lighter body, but they need to be strong enough to withstand the load caused by the pressure difference between the interior and exterior of the vehicle when entering or exiting a tunnel or passing by an oncoming vehicle. And A hollow extrusion mold material obtained by extruding a light alloy material such as aluminum is used for a structure constituting a railway vehicle. A hollow extrusion mold material constituting a structure of a railway vehicle is a panel that is several hundred mm wide and long in the longitudinal direction of the vehicle body, and they are welded in the width direction to form the structure. Therefore, in order to secure the vehicle body strength of a high-speed railway vehicle composed of a hollow extrusion mold material, it is important to increase the rigidity of the joint portion.

ここで、図9は、下記特許文献1に記載された中空押出型材の接合部構造を示した図である。中空押出型材101,102は、それぞれ2枚の平行な板材からなる第1及び第2の上面板111及び下面板112に対し、斜面板113,113…がそれぞれ斜め方向にトラス状に配置され、端部121,122には両板材に直交する側面板115,115が設けられている。そして、端部121,122には嵌まり合うように形成された突出部123,124が図示するように平行に重ねられている。そして、ここでは端部121,122の突き当て部分が回転工具200を使用した摩擦撹拌溶接によって上面面板111及び下面板112がともに接続されている。
特開平10−328856号公報(第5頁、図2)
Here, FIG. 9 is a view showing the joint structure of the hollow extrusion mold material described in Patent Document 1 below. The hollow extruded mold members 101, 102 are each provided with slanted plates 113, 113 ... in a truss shape in an oblique direction with respect to the first and second upper surface plate 111 and lower surface plate 112 each made of two parallel plates. The end portions 121 and 122 are provided with side plates 115 and 115 that are orthogonal to both plate materials. And the protrusion parts 123 and 124 formed so that it might fit in the edge parts 121 and 122 are piled up in parallel so that it may show in figure. Here, the upper surface plate 111 and the lower surface plate 112 are connected to each other at the abutting portions of the end portions 121 and 122 by friction stir welding using the rotary tool 200.
Japanese Patent Laid-Open No. 10-328856 (5th page, FIG. 2)

しかしながら、従来の中空押出型材では、その接合端部の構造によって剛性が低いという問題があった。すなわち、高速鉄道車両がトンネルの出入りや対向車とのすれ違いの際の圧力変動によって車体室内と外とで高い圧力差を生じると、中空押出型材101,102を繋ぎ合わせた接合部にせん断荷重を受ける。これに対して中空押出型材101,102は全体が斜面板113,113…によってトラス状になっているため、せん断力に対して高い剛性をもっているが、接合部分は上面板111及び下面板112に直交する平行な側面板115,115によって支えられているため、そのせん断力に弱い構造になってしまっている。その一方で、側面板115,115の間に斜面板を入れることはできないため、こうした接合部の形状であって剛性を高くすることが要求されている。   However, the conventional hollow extrusion mold material has a problem that its rigidity is low due to the structure of the joint end portion. In other words, if a high pressure difference occurs between the interior and exterior of the vehicle body due to pressure fluctuations when the high-speed railcar enters or exits the tunnel or passes with the oncoming vehicle, a shear load is applied to the joint where the hollow extruded mold members 101 and 102 are joined. receive. On the other hand, the hollow extruded molds 101 and 102 have a truss-like shape as a whole by the slope plates 113, 113..., And thus have high rigidity against shearing force. Since it is supported by the orthogonal parallel side plates 115, 115, the structure is weak against the shearing force. On the other hand, since a slope plate cannot be inserted between the side plates 115, 115, it is required to increase the rigidity of the shape of such a joint.

そこで、本発明は、かかる課題を解決すべく、接合部の剛性を高くした中空押出型材及び、その中空押出型材を使用した鉄道車両構体を提供することを目的とする。   Accordingly, an object of the present invention is to provide a hollow extrusion mold material having a high joint rigidity and a railway vehicle structure using the hollow extrusion mold material in order to solve such problems.

本発明の中空押出型材は、上面板と下面板との間に複数の斜面板が斜め方向に連結され、幅方向両端部に上面板と下面板とにほぼ直交するように側面板が設けられ、上面板及び下面板の両端延長上に側面板から幅方向に突き出した厚肉の接合部が形成されたものであって、前記側面板の隣りに設けられた前記斜面板は、その中心線を延長した線と前記上面板の上面又は前記下面板の下面との交点が、前記側面板の上下延長線上よりも前記接合部側にあることを特徴とする。   In the hollow extrusion mold material of the present invention, a plurality of inclined plates are connected in an oblique direction between an upper plate and a lower plate, and side plates are provided at both ends in the width direction so as to be substantially orthogonal to the upper plate and the lower plate. A thick joint protruding in the width direction from the side plate is formed on both ends of the upper surface plate and the lower surface plate, and the inclined plate provided next to the side plate has a center line The intersection of the line extended from the upper surface of the upper surface plate or the lower surface of the lower surface plate is closer to the joining portion than the vertical extension line of the side surface plate.

また、本発明の鉄道車両構体は、上面板と下面板との間に複数の斜面板が斜め方向に連結され、幅方向両端部に上面板と下面板とにほぼ直交するように側面板が設けられ、上面板及び下面板の両端延長上に側面板から幅方向に突き出した厚肉の接合部が形成された複数の中空押出型材を、その接合部同士突き合わせて溶接接合して構成したものであって、前記中空押出型材は、前記側面板の隣りに設けられた前記斜面板の中心線を延長した線と、前記上面板の上面又は前記下面板の下面との交点が、前記側面板の上下延長線上よりも前記接合部側にあることを特徴とする。   Further, in the railway vehicle structure of the present invention, a plurality of slope plates are connected obliquely between the upper surface plate and the lower surface plate, and the side plates are substantially orthogonal to the upper surface plate and the lower surface plate at both ends in the width direction. A plurality of hollow extrusion mold materials provided with thick joints protruding in the width direction from the side plate on both end extensions of the upper surface plate and the lower surface plate are joined to each other and welded together. In the hollow extrusion mold material, an intersection of a line obtained by extending a center line of the slope plate provided adjacent to the side plate and an upper surface of the upper plate or a lower surface of the lower plate is the side plate. It exists in the said junction part side rather than on the up-and-down extension line of this.

よって、本発明の中空押出型材によれば、側面板の隣りに設けられた斜面板の中心線を延長した線と、上面板の上面又は下面板の下面との交点が側面板の上下延長線上よりも接合部側にあるようにしたので、例えば、その中空押出型材を利用して構成した鉄道車両構体では、走行中にかかる力に対し、接合部分の側面板に作用する応力を小さくすることができ、接合部分全体の剛性を高めることになった。   Therefore, according to the hollow extrusion mold material of the present invention, the intersection of the line extending the center line of the slope plate provided adjacent to the side plate and the upper surface of the upper surface plate or the lower surface of the lower surface plate is on the vertical extension line of the side plate. For example, in a railway vehicle structure configured by using the hollow extrusion mold material, the stress acting on the side plate of the joint portion is reduced with respect to the force applied during traveling. It was possible to increase the rigidity of the entire joint.

次に、本発明に係る中空押出型材の一実施形態について図面を参照しながら以下に説明する。図1は、本実施形態の中空押出型材について押出し方向端面を示した図である。
この中空押出型材1は、従来のものと同様に2枚の平行な上面板11と下面板12との間に、複数の斜面板13,13…が交互に傾きを変えて張り渡されたトラス状のパネルである。そして、図面左右の両端部には上面板11と下面板12とに直交する側面板14,14が設けられ、上面板11及び下面板12の両端延長上には、その側面板14,14から突き出した厚肉の接合部15,15が形成されている。特に、本実施形態の中空押出型材1は、鉄道車両の構体を構成するように数百mm幅で車体長手方向に長いパネルであって、それが図面左右の幅方向に溶接接合されている。
Next, an embodiment of a hollow extrusion mold material according to the present invention will be described below with reference to the drawings. FIG. 1 is a view showing an end surface in the extrusion direction of the hollow extrusion mold material of the present embodiment.
This hollow extruded mold 1 is a truss in which a plurality of slope plates 13, 13... Are stretched between two parallel upper surface plates 11 and lower surface plates 12 while changing their inclination alternately. Shaped panel. Further, side plates 14, 14 orthogonal to the upper surface plate 11 and the lower surface plate 12 are provided at both left and right ends of the drawing, and on the extension of both ends of the upper surface plate 11 and the lower surface plate 12 from the side plates 14, 14. Protruding thick joints 15 and 15 are formed. In particular, the hollow extruded mold 1 of the present embodiment is a panel that is several hundred mm wide and long in the longitudinal direction of the vehicle body so as to constitute a railway vehicle structure, and is welded and joined in the width direction on the left and right sides of the drawing.

中空押出型材1,1同士を接合する場合、中空押出型材1,1が横に並べられ、図2に示すように接合部15,15の先端が突き当てられる。そして、接合部15,15の突き当て部分Tが摩擦撹拌溶接によって接合される。接合部15は、側面板14より内側の上面板11や下面板12よりも厚肉で形成されているが、それは摩擦撹拌溶接を行う際に回転工具50の荷重がかかるため、その荷重に耐え得る剛性が必要だからである。摩擦撹拌溶接で上面板11,11同士を接合する場合には、接合部15,15の突き当て部分Tに回転工具50の回転する回転軸が押し付けられ、そのまま回転工具50が長手方向(図面を貫く方向)に沿って移動する。このとき、接合部15,15同士の突き当て部分Tが発熱および軟化し、塑性流動を引き起こして固相接合することになる。反対側の下面板12,12側においても、接合部15,15先端の突き当て部分Tが同じように摩擦撹拌溶接される。   When the hollow extruded mold members 1 and 1 are bonded to each other, the hollow extruded mold members 1 and 1 are arranged side by side, and the ends of the bonding portions 15 and 15 are abutted as shown in FIG. And the abutting part T of the junction parts 15 and 15 is joined by friction stir welding. The joining portion 15 is formed to be thicker than the upper surface plate 11 and the lower surface plate 12 on the inner side of the side surface plate 14. However, since the load of the rotary tool 50 is applied when performing friction stir welding, the joint portion 15 can withstand that load. This is because the rigidity to obtain is necessary. When joining the upper surface plates 11 and 11 by friction stir welding, the rotating shaft of the rotary tool 50 is pressed against the abutting portion T of the joints 15 and 15, and the rotary tool 50 is moved in the longitudinal direction (see the drawing). Move along the direction of penetration). At this time, the abutting portion T between the joining portions 15 and 15 generates heat and softens, causing plastic flow and solid phase joining. The abutting portion T at the tip of the joints 15 and 15 is similarly friction stir welded on the opposite lower surface plates 12 and 12 side.

次に、こうして接合された本実施形態の中空押出型材1について、その接合部の剛性を従来型の中空押出型材による接合部の剛性と比較して説明する。図3は、本実施形態の中空押出型材や従来型の中空押出型材などの接合部構造を比較して示したものである。このうち図3(a)は、従来型の中空押出型材1mの接合部分を示し、図3(c)には、本実施形態の中空押出型材1の接合部分を示している。そして、図3(b)は、従来型のものから本実施形態のものに移行する中間段階の中空押出型材1nの接合部分を示している。
いずれの中空押出型材1,1m,1nも同じ形をしたものである。そこで、同じ構成部材は同じ番号を付け、図3(a)(b)のものには末尾にm,nを付して区別することとする。そして、全てに共通する構成の説明については、中空押出型材1m,1nの構成部材の符号を省略するが、適宜末尾にm,nを付したものの説明とする。
Next, about the hollow extrusion mold material 1 of this embodiment joined in this way, the rigidity of the junction part is demonstrated compared with the rigidity of the junction part by a conventional hollow extrusion mold material. FIG. 3 shows a comparison of joint structures such as the hollow extrusion mold material of the present embodiment and the conventional hollow extrusion mold material. Among these, Fig.3 (a) shows the junction part of the conventional hollow extrusion mold material 1m, and FIG.3 (c) has shown the junction part of the hollow extrusion mold material 1 of this embodiment. FIG. 3B shows a joint portion of the hollow extruded mold 1n at an intermediate stage, which shifts from the conventional type to that of the present embodiment.
All of the hollow extruded molds 1, 1m, 1n have the same shape. Therefore, the same constituent members are given the same numbers, and those shown in FIGS. 3A and 3B are distinguished by adding m and n at the end. And about the description of a structure common to all, although the code | symbol of the structural member of the hollow extrusion mold materials 1m and 1n is abbreviate | omitted, it is set as description of what attached m and n suitably.

中空押出型材1,1m,1nによる接合部分は、図示するようにいずれも同じ形をしている。すなわち、図3(a)〜(c)に示すように、接合部15,15によって上面板11,11と下面板12,12とがそれぞれ面一になるように連結され、突き当て部分T(図2参照)に重なる接合線Lを挟んだ対称的な位置に、側面板14,14が平行に配置されている。そして、側面板14,14の隣りに設けられた斜面板13,13は左右対称に下面板12,12側に傾いて連結されている。そして、比較する中空押出型材1,1m,1nは、各部材の肉厚や上面板11と下面板12との間隔なども同一寸法で形成されている。   As shown in the figure, the joined portions of the hollow extruded molds 1, 1m, and 1n have the same shape. That is, as shown in FIGS. 3A to 3C, the upper surface plates 11 and 11 and the lower surface plates 12 and 12 are connected to each other by the joint portions 15 and 15 so as to be flush with each other. Side plates 14 and 14 are arranged in parallel at symmetrical positions with a joining line L overlapping (see FIG. 2). In addition, the slope plates 13 and 13 provided next to the side plates 14 and 14 are connected to the bottom plate 12 and 12 in a bilaterally symmetrical manner. The hollow extrusion mold materials 1, 1 m and 1 n to be compared are formed with the same dimensions in terms of the thickness of each member and the distance between the upper surface plate 11 and the lower surface plate 12.

しかし、ほぼ同一形状で形成された中空押出型材1,1m,1nであるが、本実施形態の中空押出型材1は、その接合部分の剛性を高めるため、次の点で従来型の中空押出型材1mと異なっている。すなわち、側面板14の隣りに位置する斜面板13の取り付け方が、図3(a)(b)に示す中空押出型材1m,1nの斜面板13m,13nと異なっている。
そこで、その違いついて、斜面板13の中心線21が下面板12の下面に突き当たった作用点23の位置と、側面板14の外側面(基準線)22との関係で比較する。すなわち、作用点23が、左右の側面板14,14と上下の接合部15,15によって形成される四角形部40の内にあるか外にあるかを確認する。
However, the hollow extrusion mold materials 1, 1m, and 1n are formed in substantially the same shape. However, the hollow extrusion mold material 1 of the present embodiment is a conventional hollow extrusion mold material in the following points in order to increase the rigidity of the joint portion. It is different from 1m. That is, the method of attaching the slope plate 13 located adjacent to the side plate 14 is different from the slope plates 13m and 13n of the hollow extruded molds 1m and 1n shown in FIGS.
Therefore, the difference is compared by the relationship between the position of the action point 23 where the center line 21 of the slope plate 13 abuts the lower surface of the lower surface plate 12 and the outer surface (reference line) 22 of the side surface plate 14. That is, it is confirmed whether the action point 23 is inside or outside the rectangular portion 40 formed by the left and right side plates 14, 14 and the upper and lower joint portions 15, 15.

先ず、従来型の図3(a)に示す中空押出型材1mでは、中心線21mが基準線22mとが交わっていない。すなわち、作用点23m,23mは、その距離Bmが基準線22m,22mの間隔より広く、四角形部40mの外側に位置している。
次に、この従来型と本実施形態との中間例として示した図3(c)の中空押出型材1nでは、中心線21nと基準線22nが下面板12nの下面で丁度重なっている。そのため、作用点23n,23nは、その距離Bnが基準線22n,22nの間隔に一致し、四角形部40n上に位置している。
そして、本実施形態の中空押出型材1では、中心線21と基準線22とが交わっている。そのため、作用点23,23は、その距離Bが基準線22,22の間隔よりも狭く、四角形部40の内側に位置している。
なお、図3(a)の中空押出型材1mの距離Bmは22mm、図3(b)の中空押出型材1nの距離Bnは16mm、そして図3(c)の中空押出型材1の距離Bが10mmであった。
First, in the conventional hollow extruded mold 1m shown in FIG. 3A, the center line 21m does not intersect the reference line 22m. That is, the action points 23m and 23m are located outside the rectangular portion 40m with the distance Bm wider than the interval between the reference lines 22m and 22m.
Next, in the hollow extruded mold 1n shown in FIG. 3C shown as an intermediate example between the conventional type and the present embodiment, the center line 21n and the reference line 22n are just overlapped with the lower surface of the lower surface plate 12n. Therefore, the action points 23n and 23n are located on the quadrangular portion 40n with the distance Bn matching the interval between the reference lines 22n and 22n.
And in the hollow extrusion mold material 1 of this embodiment, the center line 21 and the reference line 22 cross. Therefore, the action points 23 and 23 are located on the inner side of the rectangular portion 40 with the distance B being narrower than the interval between the reference lines 22 and 22.
The distance Bm of the hollow extrusion mold 1m in FIG. 3A is 22 mm, the distance Bn of the hollow extrusion mold 1n in FIG. 3B is 16 mm, and the distance B of the hollow extrusion mold 1 in FIG. 3C is 10 mm. Met.

こうした作用点23,23の位置の違いは、斜面板13と上面板11とのなす角度が異なっているからであり、図3(b)の中空押出型材1nの当該角度が図3(a)の中空押出型材1mよりも小さく、更に図3(c)の中空押出型材1の当該角度が図3(b)の中空押出型材1nよりも小さく形成されているからである。
そして、こうした違いにより、図3(a)の中空押出型材1mでは、斜面板13mが下面板12m側に連結されているのに対し、図3(c)の中空押出型材1では、斜面板13の下面板12側連結部分は側面板14側にせり上がるようにした位置で連結されている。
The difference between the positions of the action points 23 and 23 is that the angle formed between the inclined plate 13 and the upper surface plate 11 is different, and the angle of the hollow extruded mold 1n shown in FIG. 3B is the same as that shown in FIG. This is because the hollow extrusion mold 1 is smaller than the hollow extrusion mold 1m, and the angle of the hollow extrusion mold 1 shown in FIG. 3C is smaller than that of the hollow extrusion mold 1n shown in FIG.
Due to these differences, in the hollow extruded mold 1m of FIG. 3 (a), the inclined plate 13m is connected to the lower surface plate 12m side, whereas in the hollow extruded mold 1 of FIG. 3 (c), the inclined plate 13 The lower surface plate 12 side connecting portion is connected at a position so as to rise to the side plate 14 side.

次に、図4は、中空押出型材1による接合部分の剛性実験について示した図である。なお、図示しないが中空押出型材1m,1nについても同じ剛性実験を行っている。この剛性実験では、中空押出型材1,1を一つの斜面板13,13で切断して接合部分だけを抽出し、それにブロック31,32を両端に固定した接合試験型材30(中空押出型材1m,1nで形成したものを接合試験型材30m,30nとする。)を使用した。そして、一方のブロック31を剛性壁に固定して接合試験型材30を水平にし、他方のブロック32側に垂直荷重Wを与え、その垂直荷重Wによって接合試験型材30の評価位置Sがどれだけ垂直方向に変位したかを測定した。   Next, FIG. 4 is a diagram showing a rigidity experiment of the joint portion by the hollow extrusion mold material 1. Although not shown, the same rigidity experiment is performed for the hollow extruded molds 1m and 1n. In this rigidity experiment, the hollow extrusion mold materials 1 and 1 are cut by one inclined plate 13 and 13 to extract only the joint portion, and the joint test mold material 30 (hollow extrusion mold material 1m, The one formed with 1n is used as a joint test mold material 30m, 30n.). Then, one block 31 is fixed to a rigid wall so that the joining test die 30 is horizontal, and a vertical load W is applied to the other block 32 side, and the vertical load W determines how vertical the evaluation position S of the joining test die 30 is. It was measured whether it was displaced in the direction.

図5は、その剛性実験による実験結果を示した図である。つまり、垂直荷重Wによって変形した接合試験型材30,30m,30nを重ねて示したものであり、分かりやすいように実際の変形量を100倍にして示している。
この実験結果から接合試験型材30,30m,30nの変位量が異なっていることが分かる。そして、それぞれ評価位置Sの垂直方向変位は、従来型の接合試験型材30mが0.227mm、中間例の接合試験型材30nが0.158mmであり、本実施形態の接合試験型材30が0.102mmと、最も値が小さかった。
FIG. 5 is a diagram showing an experimental result of the rigidity experiment. In other words, the joining test molds 30, 30m, and 30n deformed by the vertical load W are shown in an overlapping manner, and the actual deformation amount is shown by 100 times for easy understanding.
From these experimental results, it can be seen that the displacement amounts of the joining test molds 30, 30m, and 30n are different. The vertical displacement at each evaluation position S is 0.227 mm for the conventional bonding test mold 30 m, 0.158 mm for the intermediate bonding test mold 30 n, and 0.102 mm for the bonding test mold 30 of the present embodiment. And the value was the smallest.

同じ垂直荷重Wが作用した場合に、接合試験型材30,30m,30nの間で評価位置Sの垂直方向変位がこれだけ違ったのは、トラス状になっていない四角形部40の変形量の違いによると考えられる。そこで、四角形部40の剛性について以下に考察する。
先ず、中空押出型材1,1などを接合した場合の側面板14,14の間隔は、設計上一定の間隔が必要であるので自由に変更させることができい。そのため、中空押出型材1,1m,1nの接合部分は、側面板14,14の間隔がどれも等しく形成されている。従って、接合試験型材30などの四角形部40,40m,40nの形状及び寸法は同一に形成されている。
When the same vertical load W is applied, the vertical displacement of the evaluation position S between the joining test molds 30, 30m, and 30n is so different because of the difference in deformation amount of the square portion 40 that is not in the truss shape. it is conceivable that. Therefore, the rigidity of the rectangular portion 40 will be considered below.
First, since the space | interval of the side plates 14 and 14 at the time of joining the hollow extrusion mold materials 1 and 1 etc. needs a fixed space | interval by design, it cannot change freely. Therefore, the joint portions of the hollow extruded molds 1, 1m, and 1n are formed so that the intervals between the side plates 14 and 14 are equal. Accordingly, the quadrangular portions 40, 40m, 40n such as the joining test mold 30 have the same shape and dimensions.

次に、垂直方向変位量の違いを接合試験型材30,30m,30nの変形形状について比較すると、接合試験型材30の側面板14に対して接合試験型材30m,30nの側面板14m,14nの変形が大きいことが分かる。
そこで、垂直荷重Wがかかって変形してるときの接合試験型材30,30m,30nに生じる応力を検証した。図6乃至図8は、接合試験型材30m,30n,30の応力分布をそれぞれ順番に示した図である。それぞれの図面においては、色が濃くなるに従って相対的に応力が高くなっていることを示している。
Next, when the difference in the amount of vertical displacement is compared with respect to the deformation shape of the bonding test mold members 30, 30m, and 30n, the deformation of the side plate 14m and 14n of the bonding test mold members 30m and 30n with respect to the side plate 14 of the bonding test mold member 30. Can be seen to be large.
Therefore, the stress generated in the joining test molds 30, 30m, and 30n when the vertical load W is applied to the deformation was verified. 6 to 8 are diagrams showing the stress distributions of the joining test molds 30m, 30n, and 30 in order. In each drawing, it is shown that the stress becomes relatively higher as the color becomes darker.

図6乃至図8に示されているように、接合試験型材30,30m,30nに垂直荷重Wがかかった場合、色の濃さから側面板14,14m,14nに高い応力がかかっていることが分かる。特に上面板11と下面板12との連結部付近の応力が高くなっている。そこで側面板14,14m,14nの下面板12との連結部付近P,Pm,Pnの応力を測定した。すると、左右の側面板14,14m,14nで多少異なるが、その最大応力は、図6に示す従来の接合試験型材30mが77.6MPaあったのに対し、図7に示す中間例の接合試験型材30nでは55.5MPaで、図8に示す本実施形態の接合試験型材30は僅かに38.6MPaであった。   As shown in FIG. 6 to FIG. 8, when the vertical load W is applied to the joining test molds 30, 30m, 30n, the side plates 14, 14m, 14n are subjected to high stress due to the darkness. I understand. In particular, the stress in the vicinity of the connecting portion between the upper surface plate 11 and the lower surface plate 12 is high. Therefore, the stresses in the vicinity of the connecting portions of the side plates 14, 14m, 14n with the lower surface plate 12 were measured. Then, although the left and right side plates 14, 14m, and 14n are somewhat different, the maximum stress was 77.6 MPa in the conventional joining test mold 30m shown in FIG. 6, whereas the joining test of the intermediate example shown in FIG. The mold material 30n was 55.5 MPa, and the joining test mold material 30 of the present embodiment shown in FIG. 8 was only 38.6 MPa.

ここで、接合試験型材30,30m,30nに垂直荷重Wを作用させた場合の力の加わり方について考える。接合試験型材30(接合試験型材30m,30nについても同じ)のブロック32に垂直荷重Wが作用すると、上面板11や下面板12にはせん断力が作用し、斜面板13には圧縮力が作用する。こうした力によって左右の側面板14,14と上下の接合部15,15によって形成される長方形断面の四角形部40にモーメントが作用して変形が加えられる。   Here, how to apply a force when a vertical load W is applied to the joint test molds 30, 30m, and 30n will be considered. When the vertical load W acts on the block 32 of the joint test mold 30 (the same applies to the joint test molds 30m and 30n), a shearing force acts on the upper surface plate 11 and the lower surface plate 12, and a compressive force acts on the slope plate 13. To do. By such a force, a moment acts on the rectangular section 40 having a rectangular cross section formed by the left and right side plates 14, 14 and the upper and lower joint portions 15, 15, and deformation is applied.

四角形部40,40m,40nにモーメントが作用する場合、厚肉で形成された接合部15は剛性が高いため、図5からも分かるようにほとんど変形していない。それに比べて側面板14,14は薄肉であり、モーメントの影響を大きく受けて変形している。そして、その変形量は側面板14,14にかかる応力に比例し、連結部付近Pm,Pmに最も大きな応力が作用した接合試験型材30mについて側面板14m,14mの変形が最も大きく、それに対して連結部付近P,Pの応力が最も小さかった接合試験型材30が、側面板14,14の変形量も最も小さかった。   When a moment acts on the rectangular portions 40, 40m, and 40n, the joint portion 15 formed of a thick wall has a high rigidity, and is hardly deformed as can be seen from FIG. On the other hand, the side plates 14 and 14 are thin, and are greatly influenced by the moment and deformed. The amount of deformation is proportional to the stress applied to the side plates 14 and 14, and the side plate 14m and 14m are the most deformed with respect to the joint test mold 30m in which the largest stress is applied to the joint portions Pm and Pm. The joining test die 30 having the smallest stress in the vicinity of the connecting portion P and P had the smallest deformation amount of the side plates 14 and 14.

つまり、本実施形態の中空押出型材1による接合試験型材30の変形が小さかった、強いては剛性が高かったのは、四角形部40の変形が小さかったからであり、すなわち側面板14,14へ作用する応力が小さいからであると考えられる。
そして、そのための構成として、本実施形態の中空押出型材1では、側面板14に隣接する斜面板13の連結部の位置に特徴を有し、図3に示す作用点23が基準線22の内側、すなわち四角形部40内に位置するように形成されている。
That is, the deformation of the joint test mold 30 by the hollow extrusion mold 1 of the present embodiment was small and the rigidity was high because the deformation of the rectangular portion 40 was small, that is, it acts on the side plates 14 and 14. This is probably because the stress is small.
As a configuration for that purpose, the hollow extruded mold 1 of the present embodiment is characterized by the position of the connecting portion of the slope plate 13 adjacent to the side plate 14, and the action point 23 shown in FIG. That is, it is formed so as to be located in the rectangular portion 40.

接合試験型材30mの場合、斜面板13mを圧縮させる圧縮力の反力が作用点23mに作用する。そして、下面板12mに斜面板13mや側面板14mが溶接された剛結された結合部分を介して側面板14mにモーメントが作用し、その側面板14mに応力が作用することになる。
また、接合試験型材30nの場合は、斜面板13nを圧縮させる圧縮力の反力が作用点23nに作用する。そして、下面板12nに斜面板13nや側面板14nが溶接された剛結された結合部分を介して側面板14nにモーメントが作用し、その側面板14nに応力が作用することになる。
In the case of the bonding test mold 30m, the reaction force of the compressive force that compresses the inclined plate 13m acts on the action point 23m. A moment acts on the side plate 14m through a rigidly joined portion where the slope plate 13m and the side plate 14m are welded to the bottom plate 12m, and stress acts on the side plate 14m.
In the case of the bonding test die 30n, the reaction force of the compressive force that compresses the inclined plate 13n acts on the action point 23n. Then, a moment acts on the side plate 14n through a rigidly joined portion where the slope plate 13n and the side plate 14n are welded to the lower plate 12n, and a stress acts on the side plate 14n.

その一方、接合試験型材30の場合は、斜面板13を圧縮させる圧縮力の反力が作用点23に作用する。ここで、図6〜図8に示した接合部15,15m,15nに加わる応力状態を比べると、接合試験型材30mではかかる応力が小さいのに対し、作用点23の位置が基準線22を越えるに従い、接合試験型材30nから接合試験型材30にかけて次第に応力が大きくなった。従って、作用点23に作用する力は、その作用点23を接合部15上にもっていくことで、接合部15にかかる応力を大きくする一方で、側面板14を変形させるモーメントを小さくしていた。   On the other hand, in the case of the joining test mold 30, a reaction force of the compressive force that compresses the slope plate 13 acts on the action point 23. Here, when the stress states applied to the joints 15, 15m, and 15n shown in FIGS. 6 to 8 are compared, the stress applied to the joint test mold 30m is small, whereas the position of the action point 23 exceeds the reference line 22. Accordingly, the stress gradually increased from the bonding test mold 30 n to the bonding test mold 30. Therefore, the force acting on the action point 23 brings the action point 23 onto the joint 15 to increase the stress applied to the joint 15 while reducing the moment for deforming the side plate 14. .

よって、本実施形態の中空押出型材1によれば、作用点23が基準線22を越えて接合部15に位置するように、側面板14に隣接する斜面板13を形成したので、中空押出型材1,1同士を接合した接合部分である四角形部40、特に側面板14,14の変形量を小さくすることができた。つまり、本実施形態の中空押出型材1は、その中空押出型材1,1同士を接合した接合部分の剛性を高くすることができた。
また、こうした接合部分の剛性を高めた中空押出型材1を利用して車両構体を構成することで、高速鉄道車両の車体強度を確保することができた。そして、従来から大きく設計変更することなく低コストで車体強度を高めることができた。
Therefore, according to the hollow extrusion mold material 1 of the present embodiment, since the slope plate 13 adjacent to the side plate 14 is formed so that the action point 23 is located at the joint 15 beyond the reference line 22, the hollow extrusion mold material It was possible to reduce the deformation amount of the rectangular portion 40, particularly the side plates 14, 14, which is a joined portion obtained by joining 1 and 1. That is, the hollow extrusion mold material 1 of the present embodiment was able to increase the rigidity of the joined portion where the hollow extrusion mold materials 1 and 1 were joined together.
Moreover, the vehicle body strength of the high-speed railway vehicle could be ensured by configuring the vehicle structure using the hollow extrusion mold material 1 with the increased rigidity of the joint portion. In addition, the strength of the vehicle body can be increased at a low cost without greatly changing the design.

以上、本発明に係る中空押出型材の一実施形態について説明したが、本発明はこれに限定されることなく、その趣旨を逸脱しない範囲で様々な変更が可能である。
前記中空押出型材1では、斜面板13が側面板14側において下面板12に連結された状態の接合部分を示したが、上下を逆にして斜面板13が側面板14側において上面板11に連結されたものであってもよい。
As mentioned above, although one embodiment of the hollow extrusion mold material which concerns on this invention was described, this invention is not limited to this, A various change is possible in the range which does not deviate from the meaning.
In the hollow extrusion mold 1, the joint portion in a state where the slope plate 13 is connected to the lower surface plate 12 on the side plate 14 side is shown, but the slope plate 13 is turned to the upper surface plate 11 on the side plate 14 side upside down. It may be connected.

中空押出型材の一実施形態について押出し方向端面を示した図である。It is the figure which showed the extrusion direction end surface about one Embodiment of the hollow extrusion mold material. 中空押出型材同士の接合について示した図である。It is the figure shown about joining of hollow extrusion mold materials. 中空押出型材の接合部構造を比較して示したものであり、図(a)は従来型、図(b)は中間、図(c)は本実施形態のそれぞれ中空押出型材の接合部分を示した図である。FIG. 2 shows a comparison of the joint structure of a hollow extrusion mold material. FIG. (A) shows a conventional type, FIG. (B) shows an intermediate part, and FIG. (C) shows a joint part of the hollow extrusion mold material of this embodiment. It is a figure. 中空押出型材による接合部分の剛性実験について示した図である。It is the figure shown about the rigidity experiment of the junction part by a hollow extrusion mold material. 剛性実験による実験結果を、垂直荷重による接合試験型材の変形形状を比較した図であり、分かりやすいように実際の変形を100倍にしたものである。It is the figure which compared the deformation | transformation shape of the joining test type | mold material by a vertical load, and the actual deformation | transformation was multiplied by 100 times so that it might be easy to understand. 従来型の中空押出型材による接合試験型材の応力分布を示した図である。It is the figure which showed the stress distribution of the joining test type | mold material by the conventional hollow extrusion type | mold material. 中間の中空押出型材による接合試験型材の応力分布を示した図である。It is the figure which showed the stress distribution of the joining test type | mold material by an intermediate | middle hollow extrusion type | mold material. 本実施形態の中空押出型材による接合試験型材の応力分布を示した図である。It is the figure which showed the stress distribution of the joining test die material by the hollow extrusion die material of this embodiment. 従来の中空押出型材の接合部構造を示した図である。It is the figure which showed the junction part structure of the conventional hollow extrusion type | mold material.

符号の説明Explanation of symbols

1 中押出型材
11 上面板
12 下面板
13 斜面板
14 側面板
15 接合部
21 斜面板の中心線
22 側面板の外側面(基準線)
23 作用点
30 接合試験型材
40 四角形部
DESCRIPTION OF SYMBOLS 1 Medium extrusion type | mold material 11 Upper surface board 12 Lower surface board 13 Slope board 14 Side board 15 Joint part 21 Center line 22 of a slope board The outer surface (reference line) of a side board
23 working point 30 joint test die 40 square part

Claims (2)

上面板と下面板との間に複数の斜面板が斜め方向に連結され、幅方向両端部に上面板と下面板とにほぼ直交するように側面板が設けられ、上面板及び下面板の両端延長上に側面板から幅方向に突き出した厚肉の接合部が形成された中空押出型材において、
前記側面板の隣りに設けられた前記斜面板は、その中心線を延長した線と前記上面板の上面又は前記下面板の下面との交点が、前記側面板の上下延長線上よりも前記接合部側にあることを特徴とする中空押出型材。
A plurality of inclined plates are connected obliquely between the upper surface plate and the lower surface plate, and side plates are provided at both ends in the width direction so as to be substantially orthogonal to the upper surface plate and the lower surface plate. In the hollow extrusion mold material formed with a thick joint protruding in the width direction from the side plate on the extension,
The slope plate provided next to the side plate is such that the intersection of the line extending the center line and the upper surface of the upper surface plate or the lower surface of the lower surface plate is more than the vertical extension line of the side plate. Hollow extrusion mold material characterized by being on the side.
上面板と下面板との間に複数の斜面板が斜め方向に連結され、幅方向両端部に上面板と下面板とにほぼ直交するように側面板が設けられ、上面板及び下面板の両端延長上に側面板から幅方向に突き出した厚肉の接合部が形成された複数の中空押出型材を、その接合部同士突き合わせて溶接接合して構成した鉄道車両構体において、
前記中空押出型材は、前記側面板の隣りに設けられた前記斜面板の中心線を延長した線と、前記上面板の上面又は前記下面板の下面との交点が、前記側面板の上下延長線上よりも前記接合部側にあることを特徴とする鉄道車両構体。
A plurality of inclined plates are connected obliquely between the upper surface plate and the lower surface plate, and side plates are provided at both ends in the width direction so as to be substantially orthogonal to the upper surface plate and the lower surface plate. In the railway vehicle structure constituted by welding a plurality of hollow extruded mold members formed with thick joints protruding in the width direction from the side plate on the extension, butting the joints together,
In the hollow extrusion mold material, an intersection of a line obtained by extending a center line of the inclined plate provided adjacent to the side plate and an upper surface of the upper plate or a lower surface of the lower plate is on a vertical extension line of the side plate. A railway vehicle structure characterized by being on the side of the joint portion.
JP2004081832A 2004-03-22 2004-03-22 Hollow extruded profile Expired - Lifetime JP4051352B2 (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007130683A (en) * 2005-11-14 2007-05-31 Kinki Sharyo Co Ltd Method for welding body structure member of railroad vehicle, and joint structure used therefor
JP2007167924A (en) * 2005-12-26 2007-07-05 Kinki Sharyo Co Ltd Method for welding and joining body structural member of railroad vehicle, and joint structure used therefor
JP2008055457A (en) * 2006-08-30 2008-03-13 Nippon Sharyo Seizo Kaisha Ltd Joint for friction stir welding, and welded body
JP2014079808A (en) * 2014-01-07 2014-05-08 Nippon Light Metal Co Ltd Welding method
JP2015077637A (en) * 2015-01-27 2015-04-23 日本軽金属株式会社 Joining method

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007130683A (en) * 2005-11-14 2007-05-31 Kinki Sharyo Co Ltd Method for welding body structure member of railroad vehicle, and joint structure used therefor
JP2007167924A (en) * 2005-12-26 2007-07-05 Kinki Sharyo Co Ltd Method for welding and joining body structural member of railroad vehicle, and joint structure used therefor
JP2008055457A (en) * 2006-08-30 2008-03-13 Nippon Sharyo Seizo Kaisha Ltd Joint for friction stir welding, and welded body
JP4620016B2 (en) * 2006-08-30 2011-01-26 日本車輌製造株式会社 Friction stir welding joint and joined body
JP2014079808A (en) * 2014-01-07 2014-05-08 Nippon Light Metal Co Ltd Welding method
JP2015077637A (en) * 2015-01-27 2015-04-23 日本軽金属株式会社 Joining method

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