JP2013103676A - Panel joining member, method for manufacturing the same, and vehicle including panel joining member - Google Patents

Panel joining member, method for manufacturing the same, and vehicle including panel joining member Download PDF

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JP2013103676A
JP2013103676A JP2011250691A JP2011250691A JP2013103676A JP 2013103676 A JP2013103676 A JP 2013103676A JP 2011250691 A JP2011250691 A JP 2011250691A JP 2011250691 A JP2011250691 A JP 2011250691A JP 2013103676 A JP2013103676 A JP 2013103676A
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panel
plate member
connecting plate
main
joining
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Ryosuke Murai
亮介 村井
Noriyuki Fujio
宣幸 藤尾
Kosaku Murase
耕作 村瀬
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Mitsubishi Heavy Industries Ltd
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Mitsubishi Heavy Industries 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

Abstract

PROBLEM TO BE SOLVED: To provide a panel joining member that can reduce deformation caused by strain when joining by simple structure, and can easily correct deformation if the deformation is occurred, and to provide a method for manufacturing this panel joining member and a vehicle including this panel joining member.SOLUTION: The panel joining member 20 is composed by having and connecting connection parts 9 between edges 11a and 11a and between edges 12a and 12a of a plurality of panels 10. The connection part 9 is formed by joining second main plates 12 and 12 of the panel 10 with side edges 30a and 30a of the connection plate member 30 disposed between the second main plates 12 and 12 respectively, while the first main plates 11 and 11 of the adjoining panel 10 are joined mutually. The cross sectional flexural yielding loads along the edges 11a and 11a of the connection part 9 are set smaller than the flexural yielding load of the panel 10.

Description

この発明は、パネル接合体、パネル接合体の製造方法およびパネル接合体を備えた車両に関するものである。   The present invention relates to a panel assembly, a method for manufacturing a panel assembly, and a vehicle including the panel assembly.

従来から、鉄道車両等の車体フレームは、屋根構体と、互いに向かい合う側構体と、床構体とを相互に接合して製造される。車体フレームを構成する屋根構体、側構体および床構体の各構体は、ダブルスキンと呼ばれる長尺中空構造のパネルを、パネルの短手方向に複数接合して形成される場合がある。   Conventionally, a vehicle body frame such as a railway vehicle is manufactured by joining a roof structure, side structures facing each other, and a floor structure. Each of the roof structure, the side structure, and the floor structure constituting the body frame may be formed by joining a plurality of long hollow structure panels called double skins in the short direction of the panel.

特許文献1には、中空構造型材および中空構造型材を接合して形成された構造物について記載されている。
特許文献1に記載の中空構造型材は、対向する2つの板と前記両板を接続支持する複数のリブ板とにより形成されている。対向する2つの板のうち一の板は他の板よりも先端が短く形成されており、隣接する中空構造型材の一の板間には継手板が配置されている。構造物は、2つの中空構造型材の他の板同士を接合した後、継手板と一の板とを接合して形成されている。
Patent Document 1 describes a hollow structure mold and a structure formed by joining the hollow structure mold.
The hollow structure mold described in Patent Document 1 is formed by two opposing plates and a plurality of rib plates that connect and support the two plates. One of the two opposing plates has a shorter tip than the other plate, and a joint plate is disposed between one plate of adjacent hollow structure molds. The structure is formed by joining the other plates of the two hollow structural molds and then joining the joint plate and the one plate.

特開2004−243379号公報JP 2004-243379 A

しかしながら、特許文献1の構造物および構造物の製造方法には、以下のような問題がある。
特許文献1に記載の技術では、接合体を構成するパネルである中空構造型材の一の板と継手板とを接合する過程で、溶接時の熱による膨張や、接合部が溶融後冷却硬化する際の収縮により、接合される中空構造型材相互間に溶接歪が生じる。このため、中空構造型材を接合して形成された構造物の表面に撓み等の変形が生じ、所望の形状に形成できないおそれがある。また、構造物の表面の変形は、美観上も好ましくない。
However, the structure and the manufacturing method of the structure of Patent Document 1 have the following problems.
In the technique described in Patent Document 1, in the process of joining one plate of a hollow structure mold material, which is a panel constituting a joined body, and a joint plate, expansion due to heat during welding, and the joint is cooled and hardened after melting. Due to the shrinkage, welding distortion occurs between the hollow structure molds to be joined. For this reason, there is a possibility that deformation such as bending occurs on the surface of the structure formed by joining the hollow structural molds, and it cannot be formed into a desired shape. Further, the deformation of the surface of the structure is not preferable from an aesthetic point of view.

このため、撓んだ構造物を加熱して歪取りを行うことで構造物の変形を矯正することが考えられるが、矯正工程が煩雑である。さらに、構造物の表面の変形による美観上の問題を解消するために、構造物の表面に樹脂材を塗布した後研磨加工および塗装を行うことが考えられる。しかしながら、近年では、製造過程における環境対策や低コスト化の観点から、中空構造型材の矯正工程後に行われる塗装工程を削除する要望がある。特に、交通システム車両の車体は大型の構造物であるため、発生する変形の矯正に時間がかかり、塗装に要する塗料の量が多い。このため、溶接歪に起因する構造物の変形そのものの低減が特に望まれている。   For this reason, it is conceivable to correct the deformation of the structure by heating the bent structure and removing the distortion, but the correction process is complicated. Furthermore, in order to eliminate the aesthetic problem caused by the deformation of the surface of the structure, it is conceivable to perform polishing and coating after applying a resin material to the surface of the structure. However, in recent years, there is a desire to delete the coating process performed after the straightening process of the hollow structure mold material from the viewpoint of environmental measures and cost reduction in the manufacturing process. In particular, since the vehicle body of a transportation system vehicle is a large structure, it takes time to correct the deformation that occurs, and the amount of paint required for painting is large. For this reason, reduction of the deformation itself of the structure caused by welding distortion is particularly desired.

そこで、本発明は、簡単な構造により接合時の歪に起因する変形を低減できるとともに、変形が生じても簡単に変形を矯正できるパネル接合体、このパネル接合体の製造方法およびこのパネル接合体を備えた車両の提供を課題とする。   Therefore, the present invention can reduce deformation due to distortion at the time of joining with a simple structure, and can easily correct the deformation even if deformation occurs, a method for manufacturing the panel joined body, and the panel joined body An object is to provide a vehicle equipped with

上記の課題を解決するため、本発明のパネル接合体は、並んで配置される複数のパネルの縁部間に、連結部を有して連結して構成されたパネル接合体であって、前記パネルは、互いに向かい合う一対の主板と、前記主板同士を連結するリブとを有し、前記連結部は、隣接する前記パネルの一方側の主板同士が接合されるとともに、前記パネルの他方側の主板のそれぞれが、前記他方側の主板間に配置された連結板部材のそれぞれ対応する側縁と接合されて形成され、前記連結部の前記縁部に沿う断面の曲げ降伏荷重が、前記パネルの曲げ降伏荷重よりも小さいことを特徴としている。   In order to solve the above-described problem, the panel assembly of the present invention is a panel assembly configured by connecting and connecting a plurality of panels arranged side by side with a connection portion, The panel includes a pair of main plates facing each other and a rib for connecting the main plates, and the connecting portion joins the main plates on one side of the adjacent panels and the main plate on the other side of the panel. Are joined to the corresponding side edges of the connecting plate member disposed between the other main plates, and the bending yield load of the cross section along the edge of the connecting portion is the bending bending of the panel. It is characterized by being smaller than the yield load.

ここで、連結部の縁部に沿う断面の曲げ降伏荷重とは、連結部の縁部に沿う断面に曲げモーメントにより作用する圧縮荷重または引張荷重に対する降伏荷重をいう。
本発明によれば、連結部の縁部に沿う断面の曲げ降伏荷重をパネルの曲げ降伏荷重よりも小さく設定しているので、パネルを溶接等により接合する際に歪が発生しても、連結部が弾性変形して歪を吸収できる。したがって、パネル接合体を形成したときに、接合時の歪に起因する変形を低減できる。
また、仮にパネル接合体が接合時の歪に起因して変形した場合であっても、曲げ降伏荷重の小さい連結部のみに曲げ加工を施す等して簡単に変形を矯正できる。
Here, the bending yield load of the cross section along the edge of the connecting portion refers to the yield load with respect to the compressive load or the tensile load acting on the cross section along the edge of the connecting portion due to the bending moment.
According to the present invention, since the bending yield load of the cross section along the edge of the connecting portion is set smaller than the bending yield load of the panel, even if distortion occurs when the panels are joined by welding or the like, the connection The portion can be elastically deformed to absorb the strain. Therefore, when a panel joined body is formed, deformation due to distortion during joining can be reduced.
Even if the panel joined body is deformed due to strain at the time of joining, the deformation can be easily corrected by bending only the connecting portion having a small bending yield load.

また、前記連結板部材は、前記一方側の主板に向かって凹んだ凹部を有していることを特徴としている。   Further, the connecting plate member has a concave portion that is recessed toward the main plate on the one side.

本発明によれば、連結部を構成する連結板部材に凹部を形成することで、接合時に連結部に歪が発生しても連結板部材が弾性変形することにより、当該歪を吸収することができる。したがって、パネル接合体を形成したときに、接合時の歪に起因する変形を確実に低減できる。
また、連結板部材の凹部により、パネルの曲げ降伏荷重に対して、連結部の曲げ降伏荷重が小さく設定されている。そして、当該凹部が、当該連結板部材が接合される他方側の主板と反対側の一方側の主板に向かって凹んでいることで、凹部で連結板部材を塑性変形させるようにして、接合時の歪に起因する変形を簡単に矯正できる。
According to the present invention, by forming a recess in the connecting plate member that constitutes the connecting portion, even if strain occurs in the connecting portion during joining, the connecting plate member is elastically deformed to absorb the strain. it can. Therefore, when the panel joined body is formed, it is possible to reliably reduce the deformation caused by the strain at the time of joining.
Further, the bending yield load of the connecting portion is set smaller than the bending yield load of the panel due to the concave portion of the connecting plate member. The concave portion is recessed toward the main plate on one side opposite to the main plate on the other side to which the connecting plate member is bonded, so that the connecting plate member is plastically deformed at the concave portion, and at the time of bonding. It is possible to easily correct the deformation caused by the distortion.

また、前記連結板部材は、貫通孔を有していることを特徴としている。   Further, the connecting plate member has a through hole.

本発明によれば、連結部を構成する連結板部材に貫通孔を形成することで、連結板部材の強度を下げることができる。これにより、接合時に連結部に歪が発生しても、連結板部材が弾性変形することで、当該歪を吸収することができる。したがって、パネル接合体を形成したときに、接合時の歪に起因する変形を確実に低減できる。
また、連結板部材の貫通孔により、パネルの曲げ降伏荷重に対して、連結部の曲げ降伏荷重が小さく設定されている。そして、当該貫通孔を形成することにより、貫通孔を形成しない場合よりも連結板部材の断面積が小さくなるので、連結板部材の貫通孔周辺を塑性変形させるようにして、接合時の歪に起因する変形を簡単に矯正できる。
特に、連結板部材に形成する貫通孔の位置や個数を適宜設定することで、連結部の縁部に沿う断面の曲げ降伏荷重を所望の値に容易に設定できる。
According to the present invention, the strength of the connecting plate member can be reduced by forming the through hole in the connecting plate member constituting the connecting portion. Thereby, even if distortion arises in a connecting part at the time of joining, the distortion can be absorbed by elastically deforming a connecting plate member. Therefore, when the panel joined body is formed, it is possible to reliably reduce the deformation caused by the strain at the time of joining.
Further, the bending yield load of the connecting portion is set smaller than the bending yield load of the panel by the through hole of the connecting plate member. By forming the through hole, the cross-sectional area of the connecting plate member is smaller than when the through hole is not formed, so that the periphery of the through hole of the connecting plate member is plastically deformed to reduce distortion during joining. The deformation caused by it can be easily corrected.
In particular, by appropriately setting the position and number of through holes formed in the connecting plate member, the bending yield load of the cross section along the edge of the connecting portion can be easily set to a desired value.

また、前記連結板部材の板厚は、前記一方側の主板の板厚よりも薄く形成されていることを特徴としている。   Further, the connecting plate member is characterized in that the plate thickness is formed thinner than the plate thickness of the one main plate.

本発明によれば、連結部を構成する連結板部材を一方側の主板の板厚よりも薄く形成することで、連結板部材の強度を下げることができる。これにより、接合時に連結部に歪が発生しても、連結板部材が弾性変形することで、当該歪を吸収することができる。したがって、パネル接合体を形成したときに、接合時の歪に起因する変形を確実に低減できる。
また、連結板部材を一方側の主板の板厚よりも薄く形成することで、パネルの曲げ降伏荷重に対して、連結部の曲げ降伏荷重が小さく設定されている。そして、連結板部材を一方側の主板の板厚よりも薄く形成することにより、連結板部材の断面積が小さくなるので、連結板部材の貫通孔周辺を塑性変形させるようにして、接合時の歪に起因する変形を簡単に矯正できる。
特に、連結板部材の板厚を適宜設定することで、連結部の縁部に沿う断面の曲げ降伏荷重を所望の値に容易に設定できる。
According to the present invention, the strength of the connecting plate member can be lowered by forming the connecting plate member constituting the connecting portion thinner than the plate thickness of the main plate on one side. Thereby, even if distortion arises in a connecting part at the time of joining, the distortion can be absorbed by elastically deforming a connecting plate member. Therefore, when the panel joined body is formed, it is possible to reliably reduce the deformation caused by the strain at the time of joining.
Moreover, the bending yield load of a connection part is set small with respect to the bending yield load of a panel by forming a connection board member thinner than the plate | board thickness of the main plate of one side. And, by forming the connecting plate member thinner than the thickness of the main plate on one side, the cross-sectional area of the connecting plate member is reduced, so that the periphery of the through hole of the connecting plate member is plastically deformed, Deformation due to distortion can be easily corrected.
In particular, by appropriately setting the plate thickness of the connecting plate member, the bending yield load of the cross section along the edge of the connecting portion can be easily set to a desired value.

また、本発明のパネル接合体の製造方法は、並んで配置される複数のパネルの縁部間に、連結部を有して連結して構成されたパネル接合体の製造方法であって、前記パネルは、互いに向かい合う一対の主板と、前記主板同士を連結するリブとを有し、前記連結部の前記縁部に沿う断面の曲げ降伏荷重が、前記パネルの曲げ降伏荷重よりも小さく設定され、隣接する前記パネルの一方側の主板同士を接合する第一接合工程と、前記パネルの他方側の主板のそれぞれと、前記他方側の主板間に配置された連結板部材のそれぞれ対応する側縁とを接合する第二接合工程と、前記第一接合工程および前記第二接合工程の後、前記パネル接合体の変形を矯正する矯正工程と、を備えていることを特徴としている。   Moreover, the manufacturing method of the panel joined body of this invention is a manufacturing method of the panel joined body comprised by having a connection part between the edge parts of the several panel arrange | positioned alongside, The panel has a pair of main plates facing each other and a rib connecting the main plates, and the bending yield load of the cross section along the edge of the connecting portion is set smaller than the bending yield load of the panel, A first joining step for joining the main plates on one side of the adjacent panels, each of the main plates on the other side of the panel, and corresponding side edges of the connecting plate members disposed between the main plates on the other side; And a correction step of correcting the deformation of the panel assembly after the first bonding step and the second bonding step.

本発明によれば、第二接合工程で他方側の主板と連結板部材の側縁とを接合したときに、連結部を構成する連結板部材が弾性変形することで、溶接等により接合する際に発生する歪を吸収できる。したがって、パネル接合体を形成したときに、接合時の歪に起因する変形を低減できる。
また、矯正工程を備えているので、仮にパネル接合体が接合時の歪に起因して変形した場合であっても、曲げ降伏荷重の小さい連結部のみに曲げ加工を施す等して連結板部材を塑性変形させて、簡単に変形を矯正できる。
According to the present invention, when the main plate on the other side and the side edge of the connecting plate member are joined in the second joining step, the connecting plate member constituting the connecting portion is elastically deformed, thereby joining by welding or the like. Can absorb the distortion generated. Therefore, when a panel joined body is formed, deformation due to distortion during joining can be reduced.
In addition, since a straightening process is provided, even if the panel assembly is deformed due to distortion at the time of joining, the connecting plate member is formed by bending only the connecting portion having a small bending yield load. Can be easily deformed by plastic deformation.

また、本発明の車両は、上述したパネル接合体で形成された車体フレームを備えていることを特徴としている。   In addition, the vehicle of the present invention is characterized by including a vehicle body frame formed of the panel assembly described above.

本発明によれば、上述のパネル接合体で形成された車体フレームを備えているので、精度良くかつ低コストな車両を製造することができる。   According to the present invention, since the vehicle body frame formed of the above-described panel assembly is provided, a vehicle with high accuracy and low cost can be manufactured.

本発明によれば、簡単な構造により接合時の歪に起因する変形を低減できるとともに、変形が生じても簡単に変形を矯正できる。   According to the present invention, it is possible to reduce deformation due to distortion at the time of joining with a simple structure, and it is possible to easily correct deformation even if deformation occurs.

第一実施形態のパネル接合体を備えた鉄道車両の断面斜視図である。It is a section perspective view of a rail car provided with the panel joined object of a first embodiment. 第一実施形態のパネルの断面図である。It is sectional drawing of the panel of 1st embodiment. 第一実施形態のパネル接合体の断面図である。It is sectional drawing of the panel assembly of 1st embodiment. 第一実施形態の第一変形例に係るパネル接合体の断面図である。It is sectional drawing of the panel assembly which concerns on the 1st modification of 1st embodiment. 第一実施形態の第二変形例に係るパネル接合体の断面図である。It is sectional drawing of the panel assembly which concerns on the 2nd modification of 1st embodiment. パネル接合体の製造工程の説明図である。It is explanatory drawing of the manufacturing process of a panel joined body. 第一接合工程の説明図である。It is explanatory drawing of a 1st joining process. 第二接合工程の説明図である。It is explanatory drawing of a 2nd joining process. 矯正工程の説明図である。It is explanatory drawing of a correction process. 第二実施形態の連結板部材の平面図である。It is a top view of the connecting plate member of a second embodiment. 第二実施形態の第一変形例に係る連結板部材の平面図である。It is a top view of the connecting plate member concerning the 1st modification of a second embodiment. 第二実施形態の第二変形例に係る連結板部材の平面図である。It is a top view of the connecting plate member concerning the 2nd modification of a second embodiment. 第二実施形態の第三変形例に係る連結板部材の平面図である。It is a top view of the connecting plate member concerning the 3rd modification of a second embodiment. 第二実施形態の第四変形例に係る連結板部材の平面図である。It is a top view of the connecting plate member concerning the 4th modification of a second embodiment.

(第一実施形態)
以下に、第一実施形態のパネル接合体20について説明をする。
図1は、鉄道車両1の斜視断面図である。
図1に示すように、鉄道車両1は、例えば、屋根構体2と、互いに向かい合う複数対の側構体3と、床構体4とで構成された車体フレーム5を備えている。
屋根構体2、側構体3および床構体4は、いずれも長尺のパネル10をパネル10の短手方向に複数接合したパネル接合体20により形成されている。
(First embodiment)
Hereinafter, the panel assembly 20 of the first embodiment will be described.
FIG. 1 is a perspective sectional view of a railway vehicle 1.
As shown in FIG. 1, the railway vehicle 1 includes a vehicle body frame 5 that includes, for example, a roof structure 2, a plurality of pairs of side structures 3 that face each other, and a floor structure 4.
Each of the roof structure 2, the side structure 3, and the floor structure 4 is formed by a panel joined body 20 in which a plurality of long panels 10 are joined in the lateral direction of the panel 10.

(パネル)
図2は、パネル10の断面図である。
図2に示すように、パネル10は、紙面表裏方向に長手方向を有し、図2の左右方向に短手方向を有する長尺の板状部材である。パネル10は、アルミニウムやアルミニウム合金等の金属を、例えば押し出し成型することにより形成される。
パネル10は、互いに向かい合う一対の主板11,12(第一主板11および第二主板12)と、第一主板11および第二主板12を連結する複数のリブ(中央リブ15および一対のサイドリブ16,16)とを有しており、いわゆるダブルスキン構造となっている。
(panel)
FIG. 2 is a cross-sectional view of the panel 10.
As shown in FIG. 2, the panel 10 is a long plate-like member having a longitudinal direction in the front and back direction of the paper and a short direction in the left-right direction in FIG. The panel 10 is formed by extruding a metal such as aluminum or an aluminum alloy, for example.
The panel 10 includes a pair of main plates 11, 12 (first main plate 11 and second main plate 12) facing each other, and a plurality of ribs (a central rib 15 and a pair of side ribs 16, 16) and has a so-called double skin structure.

一方側(図2における上側)に配置された第一主板11、および他方側(図2における下側)に配置された第二主板は、いずれも略矩形板状に形成されており、長手方向の長さは同一に形成されている。また、第一主板11の短手方向の幅は、第二主板12の短手方向の幅よりも広く形成されている。第一主板11および第二主板12は、所定距離だけ離間した状態で略平行に配置されている。   The first main plate 11 disposed on one side (the upper side in FIG. 2) and the second main plate disposed on the other side (the lower side in FIG. 2) are both formed in a substantially rectangular plate shape, and are longitudinal. Are formed to have the same length. The width of the first main plate 11 in the short direction is formed wider than the width of the second main plate 12 in the short direction. The 1st main board 11 and the 2nd main board 12 are arrange | positioned substantially parallel in the state spaced apart only predetermined distance.

中央リブ15および一対のサイドリブ16,16は、第一主板11および第二主板12と長手方向の長さが同一に形成されている。
中央リブ15は、第一主板11および第二主板12の短手方向の略中央において、第一主板11と第二主板12とを接続している。
また、中央リブ15は、第一主板11および第二主板12に対して略垂直に配置されている。中央リブ15の一方側端部15aおよび他方側端部15bは、中央リブ15の他の部分に比べて肉厚が若干厚くなるように形成されている。これにより、中央リブ15と第一主板11および第二主板12との接続部分の強度が確保されている。
The central rib 15 and the pair of side ribs 16 and 16 are formed to have the same length in the longitudinal direction as the first main plate 11 and the second main plate 12.
The central rib 15 connects the first main plate 11 and the second main plate 12 at the approximate center in the short direction of the first main plate 11 and the second main plate 12.
The central rib 15 is disposed substantially perpendicular to the first main plate 11 and the second main plate 12. The one end 15a and the other end 15b of the central rib 15 are formed to be slightly thicker than the other portions of the central rib 15. Thereby, the intensity | strength of the connection part of the center rib 15 and the 1st main board 11 and the 2nd main board 12 is ensured.

一対のサイドリブ16,16は、中央リブ15を挟んで両側において、第一主板11と第二主板12とを接続している。サイドリブ16の一方側(図2における上側)端部16aは、第一主板11の短手方向における縁部11aよりも内側に接続されている。また、サイドリブ16の他方側(図2における下側)端部16bは、第二主板12の短手方向における縁部12aに接続されている。
一対のサイドリブ16,16は、他方側から一方側(図2における下側から上側)に向かって、中央リブ15から離反するように傾斜して配置されている。サイドリブ16の一方側端部16aおよび他方側端部16bは、サイドリブ16の他の部分に比べて肉厚が若干厚くなるように形成されており、サイドリブ16と第一主板11および第二主板12との接続部分の強度が確保されている。
The pair of side ribs 16, 16 connect the first main plate 11 and the second main plate 12 on both sides of the central rib 15. One side (upper side in FIG. 2) end 16 a of the side rib 16 is connected to the inner side of the edge 11 a in the short direction of the first main plate 11. Further, the other side (lower side in FIG. 2) end 16 b of the side rib 16 is connected to the edge 12 a in the short direction of the second main plate 12.
The pair of side ribs 16, 16 are arranged so as to be inclined away from the central rib 15 from the other side to one side (from the lower side to the upper side in FIG. 2). The one end 16a and the other end 16b of the side rib 16 are formed to be slightly thicker than the other portions of the side rib 16, and the side rib 16, the first main plate 11, and the second main plate 12 are formed. The strength of the connecting part is secured.

一対のサイドリブ16,16と第二主板12との接続部分の他方側(図2における下側)には、第二主板12の外表面よりも一方側(図2における上側)に一段凹んだ段差部18,18が形成されている。段差部18,18の段差面18a,18aには、後述する連結板部材30の短手方向の側縁30a,30aが配置される。   On the other side (lower side in FIG. 2) of the connection portion between the pair of side ribs 16, 16 and the second main plate 12, a step recessed by one step on the one side (upper side in FIG. 2) from the outer surface of the second main plate 12. Portions 18 and 18 are formed. Side edges 30a, 30a in the short direction of the connecting plate member 30 described later are disposed on the step surfaces 18a, 18a of the step portions 18, 18.

(パネル接合体)
図3は、第一実施形態のパネル接合体20の断面図である。
図3に示すように、パネル接合体20は、複数のパネル10を、パネル10の短手方向に並べ、隣接するパネル10,10同士を溶接により接合することで形成される。
具体的には、隣接するパネル10,10の一方側(図3における上側)は、第一主板11,11におけるそれぞれの第一主板11,11の縁部11a,11aを付き合わせた状態で、例えば摩擦攪拌接合等の溶接方法により接合している。また、隣接するパネル10,10の他方側(図3における下側)は、第二主板12,12間に連結板部材30が配置されており、連結板部材30の側縁30a,30aと、第二主板12,12の縁部12a,12aに形成された段差部18,18とを、例えばTIG(Tungsten Inert Gas)溶接やMIG(Metal Inert Gas)溶接等の溶接方法により接合している。
(Panel assembly)
FIG. 3 is a cross-sectional view of the panel assembly 20 of the first embodiment.
As shown in FIG. 3, the panel joined body 20 is formed by arranging a plurality of panels 10 in the short direction of the panel 10 and joining adjacent panels 10 and 10 together by welding.
Specifically, one side (upper side in FIG. 3) of the adjacent panels 10 and 10 is in a state where the edges 11a and 11a of the first main plates 11 and 11 of the first main plates 11 and 11 are attached together. For example, it joins by welding methods, such as friction stir welding. Moreover, the connection plate member 30 is arrange | positioned between the 2nd main plates 12 and 12 on the other side (lower side in FIG. 3) of the adjacent panels 10 and 10, and the side edges 30a and 30a of the connection plate member 30; The step portions 18 and 18 formed on the edge portions 12a and 12a of the second main plates 12 and 12 are joined by a welding method such as TIG (Tungsten Inert Gas) welding or MIG (Metal Inert Gas) welding.

なお、上記においては、第一主板11同士を摩擦攪拌接合により、第二主板12と連結板部材30とをTIG溶接やMIG溶接等により、それぞれ溶接接合することを例に挙げているが、逆の組み合わせとしても良く、両方とも同様の溶接方法で実施しても良く、または、上記例以外の他の溶接方法を適用しても良い。   In the above, the first main plates 11 are joined by friction stir welding, and the second main plate 12 and the connecting plate member 30 are welded and joined by TIG welding, MIG welding, or the like. These may be combined, both may be performed by the same welding method, or other welding methods other than the above examples may be applied.

(連結板部材)
図3に示すように、連結板部材30は、第一主板11に向かって凹んだ凹部35を有する断面視略U字状の板状部材であり、第一主板11および第二主板12と長手方向の長さが同一に形成されている。連結板部材30の板厚は、第一主板11および第二主板12の板厚と略同一に形成される。なお、凹部35は連結板部材30の一部に位置してもよい。つまり、連結板部材30の一部のみが断面視略U字状であってもよい。
(Connecting plate member)
As shown in FIG. 3, the connecting plate member 30 is a plate-like member having a substantially U-shaped cross-sectional view having a recess 35 that is recessed toward the first main plate 11. The lengths in the direction are the same. The plate thickness of the connecting plate member 30 is formed substantially the same as the plate thickness of the first main plate 11 and the second main plate 12. The recess 35 may be located in a part of the connecting plate member 30. That is, only a part of the connecting plate member 30 may be substantially U-shaped in cross section.

連結板部材30は、段差面18a,18aと当接可能な側縁30a,30aと、短手方向の略中央において第二主板12よりも一方側(図3における上側)に形成された平坦部32と、平坦部32を挟んで短手方向の両側に形成されて側縁30a,30aと平坦部32とを滑らかに接続する湾曲部31,31と、により形成されている。なお、平坦部32と湾曲部31,31とにより凹部35が形成される。   The connecting plate member 30 has side edges 30a and 30a that can come into contact with the stepped surfaces 18a and 18a, and a flat portion that is formed on one side (upper side in FIG. 3) of the second main plate 12 at the approximate center in the short direction. 32 and curved portions 31, 31 that are formed on both sides in the short-side direction across the flat portion 32 and smoothly connect the side edges 30 a, 30 a and the flat portion 32. A concave portion 35 is formed by the flat portion 32 and the curved portions 31 and 31.

(連結部)
上述のように、隣接するパネル10,10は、第一主板11,11の縁部11a,11aの接合部(以下「第一接合部」という。)7と、連結板部材30の側縁30a,30aと第二主板12,12との接合部(以下「第二接合部」という。)8と、により連結される。そして、隣接するパネル10,10の第一主板11,11、サイドリブ16,16、および連結板部材30で囲まれた領域が、隣接するパネル10,10を連結する連結部9となっている。
(Connecting part)
As described above, the adjacent panels 10, 10 are joined portions (hereinafter referred to as “first joined portions”) 7 of the edge portions 11 a, 11 a of the first main plates 11, 11 and the side edges 30 a of the connecting plate member 30. , 30a and the second main plates 12, 12 are connected by a joint 8 (hereinafter referred to as "second joint"). A region surrounded by the first main plates 11, 11 of the adjacent panels 10, 10, the side ribs 16, 16, and the connecting plate member 30 is a connecting portion 9 that connects the adjacent panels 10, 10.

ここで、連結板部材30の側縁30a,30aと、第二主板12,12の段差部18,18とを溶接したとき、溶接時の熱により溶接歪が発生する。しかし、連結部9を構成する連結板部材30には、第一主板11に向かって凹んだ凹部35が形成されているので、連結部9に短手方向に沿って圧縮荷重または引張荷重が発生しても、応力が集中すること無く連結板部材30が弾性変形する。すなわち、連結部9における第一主板11の縁部11a,11aに沿う断面に作用する圧縮荷重または引張荷重に対する降伏荷重(以下「曲げ降伏荷重」という。)は、パネル10の曲げ降伏荷重よりも小さく設定される。
これにより、連結部9が良好に弾性変形して溶接歪を吸収するので、パネル接合体20を形成したときに、溶接時の溶接歪に起因するパネル接合体20の変形が確実に低減される。さらに、溶接歪に起因するパネル接合体20の変形が発生しても、連結板部材30を選択的に塑性変形させてパネル接合体20の変形を矯正できる。
Here, when the side edges 30a and 30a of the connecting plate member 30 and the step portions 18 and 18 of the second main plates 12 and 12 are welded, welding distortion occurs due to heat during welding. However, since the connecting plate member 30 constituting the connecting portion 9 is formed with a recess 35 that is recessed toward the first main plate 11, a compressive load or a tensile load is generated in the connecting portion 9 along the short direction. Even so, the connecting plate member 30 is elastically deformed without concentration of stress. That is, the yield load (hereinafter referred to as “bending yield load”) against the compressive load or the tensile load acting on the cross section along the edges 11 a and 11 a of the first main plate 11 in the connecting portion 9 is larger than the bending yield load of the panel 10. Set small.
Thereby, since the connection part 9 is elastically deformed satisfactorily and absorbs the welding distortion, when the panel bonded body 20 is formed, the deformation of the panel bonded body 20 due to the weld distortion during welding is reliably reduced. . Furthermore, even if the panel assembly 20 is deformed due to welding distortion, the connecting plate member 30 can be selectively plastically deformed to correct the deformation of the panel assembly 20.

なお、連結板部材30の板厚は、第一主板11および第二主板12の板厚よりも薄く形成してもよい。これにより、連結板部材30がさらに容易に弾性変形できるので、溶接歪に起因する変形を低減できる。連結板部材30の板厚は、連結板部材30に要求される強度に応じて適宜設定される。   The plate thickness of the connecting plate member 30 may be formed thinner than the plate thickness of the first main plate 11 and the second main plate 12. Thereby, since the connecting plate member 30 can be more easily elastically deformed, deformation due to welding distortion can be reduced. The plate thickness of the connecting plate member 30 is appropriately set according to the strength required for the connecting plate member 30.

(第一実施形態の第一変形例)
図4は、第一実施形態の第一変形例に係るパネル接合体20の断面図である。
実施形態のパネル接合体20では、連結板部材30の凹部35が、短手方向の略中央において第二主板12よりも一方側に形成された平坦部32と、側縁30a,30aと平坦部32とを滑らかに接続する湾曲部31,31とにより形成されていた。これに対して、実施形態の第一変形例では、連結板部材30の凹部35が、所定の曲げRで第一主板11に向かって凹んで形成されている点で、実施形態のパネル接合体20と異なっている。なお、実施形態と同様の構成については、説明を省略する。
(First modification of the first embodiment)
FIG. 4 is a cross-sectional view of the panel assembly 20 according to the first modification of the first embodiment.
In the panel joined body 20 of the embodiment, the concave portion 35 of the connecting plate member 30 is formed at one side of the second main plate 12 at the approximate center in the short side direction, and the side edges 30a and 30a and the flat portion. And the curved portions 31 and 31 that smoothly connect the two. On the other hand, in the 1st modification of embodiment, the recessed part 35 of the connection board member 30 is dented and formed toward the 1st main board 11 with the predetermined | prescribed bending R, The panel joined body of embodiment. 20 and different. In addition, description is abbreviate | omitted about the structure similar to embodiment.

図4に示すように、第一実施形態の第一変形例に係る連結板部材30は、短手方向の略中央において一方側(図4における上側)に凹んだ凹部35と、凹部35を挟んで短手方向の両側に形成された平面部33とにより形成されている。凹部35は、所定の曲げRで第一主板11に向かって凹んだ底部35aと、底部35aを挟んで短手方向の両側に形成されて底部35aと平面部33とを滑らかに接続する接続部35bとを有している。これにより、連結板部材30が弾性変形したときに、特定箇所に応力が集中するのを抑制している。   As shown in FIG. 4, the connecting plate member 30 according to the first modification of the first embodiment sandwiches the recess 35 and the recess 35 that is recessed on one side (upper side in FIG. 4) at the approximate center in the short-side direction. And the flat portions 33 formed on both sides in the short direction. The concave portion 35 is formed with a bottom portion 35a that is recessed toward the first main plate 11 with a predetermined bending R, and a connecting portion that is formed on both sides in the short direction across the bottom portion 35a and smoothly connects the bottom portion 35a and the flat portion 33. 35b. Thereby, when the connecting plate member 30 is elastically deformed, the stress is prevented from concentrating on a specific portion.

(第一実施形態の第二変形例)
図5は、第一実施形態の第二変形例に係るパネル接合体の断面図である。
実施形態の第二変形例では、凹部35が複数形成されている点で第一実施形態および第一変形例に係るパネル接合体20と異なっている。
図5示すように、第一実施形態の第二変形例に係る連結板部材30は、凹部35が短手方向に複数並んで形成されている。隣り合う凹部35は、底部35aを挟んで短手方向の両側に形成された接続部35bにより滑らかに接続されている。このように、連結板部材30は、複数の底部35aと接続部35bとにより、断面視略蛇腹状に形成される。なお、底部35aの曲げRと、接続部35bの曲げRとは略同一の大きさに形成されるのが望ましい。これにより、連結板部材30が弾性変形したときに、特定箇所に応力が集中するのを抑制している。
(Second modification of the first embodiment)
FIG. 5 is a cross-sectional view of a panel assembly according to a second modification of the first embodiment.
The second modification of the embodiment is different from the panel assembly 20 according to the first embodiment and the first modification in that a plurality of recesses 35 are formed.
As shown in FIG. 5, the connection plate member 30 according to the second modification of the first embodiment has a plurality of recesses 35 arranged in the short-side direction. Adjacent recesses 35 are smoothly connected by connecting portions 35b formed on both sides in the short direction across the bottom 35a. Thus, the connecting plate member 30 is formed in a substantially bellows shape in sectional view by the plurality of bottom portions 35a and the connecting portions 35b. It is desirable that the bend R of the bottom portion 35a and the bend R of the connection portion 35b are formed to have substantially the same size. Thereby, when the connecting plate member 30 is elastically deformed, the stress is prevented from concentrating on a specific portion.

(第一実施形態および第一実施形態の各変形例の効果)
本実施形態および各変形例によれば、連結部9における第一主板11の縁部11a,11aに沿う断面の曲げ降伏荷重を、パネル10の曲げ降伏荷重よりも小さく設定しているので、パネル10を溶接により接合する際に溶接歪が発生しても、連結部9が弾性変形して溶接歪を吸収できる。したがって、パネル接合体20を形成したときに、溶接歪に起因する変形を低減できる。
また、仮にパネル接合体20が溶接歪に起因して変形した場合であっても、曲げ降伏荷重の小さい連結部9のみに曲げ加工を施す等して簡単に変形を矯正できる。
(Effect of each modification of 1st embodiment and 1st embodiment)
According to this embodiment and each modification, since the bending yield load of the cross section along the edge portions 11a and 11a of the first main plate 11 in the connecting portion 9 is set smaller than the bending yield load of the panel 10, the panel Even if a welding strain occurs when joining 10 by welding, the connecting portion 9 can be elastically deformed to absorb the welding strain. Therefore, when the panel joined body 20 is formed, deformation caused by welding distortion can be reduced.
Even if the panel assembly 20 is deformed due to welding distortion, the deformation can be easily corrected by bending only the connecting portion 9 having a small bending yield load.

また、本実施形態および各変形例によれば、連結部9を構成する連結板部材30に凹部35を形成することで、溶接時に連結部9に歪が発生しても連結板部材30が弾性変形することにより、当該歪を吸収することができる。したがって、パネル接合体20を形成したときに、溶接時の歪に起因する変形を確実に低減できる。
また、連結板部材30の凹部35により、パネル10の曲げ降伏荷重に対して、連結部9の曲げ降伏荷重が小さく設定されている。そして、当該凹部35が、当該連結板部材30が溶接される第二主板12と反対側の第一主板11に向かって凹んでいることで、凹部35で連結板部材30を塑性変形させるようにして、溶接時の歪に起因する変形を簡単に矯正できる。
Moreover, according to this embodiment and each modification, by forming the recess 35 in the connecting plate member 30 constituting the connecting portion 9, the connecting plate member 30 is elastic even if distortion occurs in the connecting portion 9 during welding. The distortion can be absorbed by the deformation. Therefore, when the panel joined body 20 is formed, deformation due to distortion during welding can be reliably reduced.
Further, the bending yield load of the connecting portion 9 is set smaller than the bending yield load of the panel 10 by the recess 35 of the connecting plate member 30. The concave portion 35 is recessed toward the first main plate 11 opposite to the second main plate 12 to which the connecting plate member 30 is welded, so that the connecting plate member 30 is plastically deformed by the concave portion 35. Thus, deformation caused by welding distortion can be easily corrected.

(第一実施形態のパネル接合体の製造方法)
続いて、上述した第一実施形態のパネル接合体20の製造工程について、フローチャートを用いて説明をする。
図6は、パネル接合体20の製造工程のフローチャートである。
図6に示すように、パネル接合体20の製造工程は、第一接合工程S10と、第二接合工程S20と、矯正工程S30とを備えている。以下に、各製造工程の詳細について説明をする。
(Manufacturing method of panel joined body of first embodiment)
Then, the manufacturing process of the panel joined body 20 of 1st embodiment mentioned above is demonstrated using a flowchart.
FIG. 6 is a flowchart of the manufacturing process of the panel assembly 20.
As shown in FIG. 6, the manufacturing process of the panel joined body 20 is provided with 1st joining process S10, 2nd joining process S20, and correction process S30. Below, the detail of each manufacturing process is demonstrated.

(第一接合工程)
図7は、第一接合工程S10の説明図である。なお、図7のパネル10は、図3に対して天地が逆転して図示されている。
図7に示すように、第一接合工程S10では、隣接するパネル10の第一主板11同士を、摩擦攪拌接合により溶接する。これにより、第一主板11,11の境界に第一接合部7(図3参照)が形成される。なお、第一接合工程S10における溶接方法は摩擦攪拌接合に限定されることは無く、TIG溶接やMIG溶接等の溶接方法であってもよい。ただし、摩擦攪拌接合は、TIG溶接やMIG溶接等と比較して、接合部分の外観をきれいに形成できる。したがって、摩擦攪拌接合は、溶接後に第一主板11の表面に樹脂材を塗布した後研磨加工したり塗装したりする必要がない点で優位性がある。
(First joining process)
FIG. 7 is an explanatory diagram of the first joining step S10. Note that the panel 10 of FIG. 7 is shown with its top and bottom reversed with respect to FIG.
As shown in FIG. 7, in 1st joining process S10, the 1st main plates 11 of the adjacent panel 10 are welded by friction stir welding. Thereby, the 1st junction part 7 (refer FIG. 3) is formed in the boundary of the 1st main plates 11 and 11. FIG. The welding method in the first joining step S10 is not limited to friction stir welding, and may be a welding method such as TIG welding or MIG welding. However, the friction stir welding can form the appearance of the bonded portion more beautifully than TIG welding, MIG welding, or the like. Therefore, the friction stir welding has an advantage in that it is not necessary to apply a resin material to the surface of the first main plate 11 after welding and then perform polishing or coating.

第一接合工程S10は、具体的には以下の手順で行われる。まず、複数のパネル10の第一主板11を、図7における下側に配置された作業台(不図示)に載置し、隣接する第一主板11の縁部11aを付き合わせて配置する。続いて、回転ツール40を回転させつつ、他方側から一方側(図7における上側から下側)に向けて、回転ツール40を第一主板11に押圧する。なお、第一主板11を作業台に載置することで、回転ツール40の押圧力を効果的に受けることができる。   Specifically, the first joining step S10 is performed according to the following procedure. First, the first main plates 11 of the plurality of panels 10 are placed on a work table (not shown) arranged on the lower side in FIG. 7, and the adjacent edge portions 11 a of the first main plates 11 are attached to each other. Subsequently, while rotating the rotary tool 40, the rotary tool 40 is pressed against the first main plate 11 from the other side toward one side (from the upper side to the lower side in FIG. 7). Note that the pressing force of the rotary tool 40 can be effectively received by placing the first main plate 11 on the work table.

続いて、プローブ部40aを第一主板11に挿入し、ショルダー面40bを第一主板11の表面に接触させた状態で、この回転ツール40を第一主板11の縁部11a(すなわち接合線)に沿って移動させる。これにより、隣接する第一主板11の縁部11a同士が摩擦熱で溶融して摩擦攪拌接合される。以上で、第一接合工程S10が終了する。   Subsequently, with the probe portion 40a inserted into the first main plate 11 and the shoulder surface 40b in contact with the surface of the first main plate 11, the rotating tool 40 is connected to the edge portion 11a of the first main plate 11 (that is, a joining line). Move along. Thereby, the edge parts 11a of the adjacent first main plates 11 are melted by frictional heat and joined by friction stir welding. Above, 1st joining process S10 is complete | finished.

(第二接合工程)
図8は、第二接合工程S20の説明図である。なお、図8では、パネル接合体20に発生する溶接歪を誇張して表現している。
図8に示すように、第二接合工程S20では、複数のパネル10の第二主板12,12のそれぞれと、第二主板12,12間に配置された連結板部材30のそれぞれ対応する側縁30a,30aとを、TIG溶接で溶接する。これにより、第二主板12と連結板部材30との境界に第二接合部8(図3参照)が形成される。なお、第二接合工程S20における溶接方法はTIG溶接に限定されることは無く、摩擦攪拌接合であってもよい。ただし、摩擦攪拌接合は、回転ツール40の押圧力を受けるための作業台が必要となる。ここで、第二主板12,12の一方側(図8における下側)には、第一主板11、中央リブ15およびサイドリブ16が存在しており、第二主板12,12の一方側を作業台に載置するのが困難である。したがって、第二接合工程S20では、作業性の観点から、TIG溶接により第二主板12,12と連結板部材30とを溶接している。
(Second joining process)
FIG. 8 is an explanatory diagram of the second joining step S20. In FIG. 8, the welding distortion generated in the panel joined body 20 is exaggerated.
As shown in FIG. 8, in the second joining step S <b> 20, each of the second main plates 12, 12 of the plurality of panels 10 and the corresponding side edge of the connecting plate member 30 disposed between the second main plates 12, 12. 30a and 30a are welded by TIG welding. Thereby, the 2nd junction part 8 (refer FIG. 3) is formed in the boundary of the 2nd main board 12 and the connection board member 30. FIG. In addition, the welding method in 2nd joining process S20 is not limited to TIG welding, Friction stir welding may be sufficient. However, the friction stir welding requires a work table for receiving the pressing force of the rotary tool 40. Here, the first main plate 11, the central rib 15 and the side ribs 16 are present on one side (the lower side in FIG. 8) of the second main plates 12, 12, and one side of the second main plates 12, 12 is operated. It is difficult to place on a table. Therefore, in the second joining step S20, the second main plates 12, 12 and the connecting plate member 30 are welded by TIG welding from the viewpoint of workability.

第二接合工程S20は、具体的には以下の手順で行われる。
まず、複数のパネル10の第二主板12,12間に、連結板部材30を配置する。このとき、連結板部材30の側縁30a,30aを、第二主板12の縁部12a,12aに形成された段差部18,18の段差面18a,18aに当接させて配置する。
Specifically, the second joining step S20 is performed according to the following procedure.
First, the connecting plate member 30 is disposed between the second main plates 12 and 12 of the plurality of panels 10. At this time, the side edges 30a and 30a of the connecting plate member 30 are arranged in contact with the stepped surfaces 18a and 18a of the stepped portions 18 and 18 formed on the edge portions 12a and 12a of the second main plate 12.

続いて、不図示のTIGトーチおよびロウ材を、第二主板12の一方(例えば、図8における右側)の縁部12aおよび連結板部材30の側縁30aに近接させ、TIGトーチでロウ材を溶融させる。そして、第二主板12の一方の縁部12aおよび連結板部材30の側縁30aに沿ってロウ付けを行い溶接する。続いて、第二主板12の他方(例えば、図8における左側)の縁部12aおよび連結板部材30の側縁30aを同様に溶接する。これにより、第二主板12,12間に連結板部材30が接合され、連結部9を有するパネル接合体20が形成される。以上で、第二接合工程S20が終了する。   Subsequently, a TIG torch and a brazing material (not shown) are brought close to one edge portion 12a of the second main plate 12 (for example, the right side in FIG. 8) and the side edge 30a of the connecting plate member 30, and the brazing material is placed with the TIG torch. Melt. And it brazes and welds along the one edge part 12a of the 2nd main board 12, and the side edge 30a of the connection board member 30. As shown in FIG. Subsequently, the other edge 12a of the second main plate 12 (for example, the left side in FIG. 8) and the side edge 30a of the connecting plate member 30 are welded in the same manner. Thereby, the connection board member 30 is joined between the 2nd main plates 12 and 12, and the panel assembly 20 which has the connection part 9 is formed. Above, 2nd joining process S20 is complete | finished.

ここで、TIG溶接時の熱による母材の膨張や溶接後の冷却硬化による母材の収縮等により、連結部9に圧縮荷重または引張荷重が発生する。そして、図8に示すように、例えば連結部9を挟んで両側のパネル10が他方側(図8における上側)に反り返って、パネル接合体20に歪が発生する。
しかし、連結部9を構成する連結板部材30には、第一主板11に向かって凹んだ凹部35が形成されているので、連結部9に圧縮荷重または引張荷重が発生しても、応力が集中すること無く連結板部材30が弾性変形する。このように、連結部9が良好に弾性変形して、第二接合工程S20における溶接歪を吸収するので、溶接歪に起因するパネル接合体20の変形が確実に低減される。
Here, a compressive load or a tensile load is generated in the connecting portion 9 due to expansion of the base material due to heat during TIG welding, shrinkage of the base material due to cooling hardening after welding, or the like. As shown in FIG. 8, for example, the panels 10 on both sides of the connecting portion 9 are warped to the other side (the upper side in FIG. 8), and the panel assembly 20 is distorted.
However, since the connecting plate member 30 constituting the connecting portion 9 has a recess 35 that is recessed toward the first main plate 11, even if a compressive load or a tensile load is generated in the connecting portion 9, stress is not generated. The connecting plate member 30 is elastically deformed without being concentrated. Thus, since the connection part 9 is elastically deformed satisfactorily and absorbs the welding strain in the second joining step S20, the deformation of the panel joined body 20 due to the welding strain is reliably reduced.

(パネル接合体20の変形量の判断)
第二接合工程S20の後、目視確認等によりパネル接合体20の変形量を確認する(S25)。パネル接合体20の変形量が規定値以上であると判断された場合(S25でYESと判断された場合)には、パネル接合体20の変形を矯正する矯正工程S30を行う。なお、パネル接合体20の変形量が規定値未満であると判断された場合(S25でNOと判断された場合)には、パネル接合体20の製造工程が終了する。
(Judgment of deformation amount of panel assembly 20)
After the second joining step S20, the deformation amount of the panel joined body 20 is confirmed by visual confirmation or the like (S25). When it is determined that the deformation amount of the panel bonded body 20 is equal to or greater than the specified value (when it is determined YES in S25), a correction step S30 for correcting the deformation of the panel bonded body 20 is performed. Note that when it is determined that the deformation amount of the panel bonded body 20 is less than the specified value (when NO is determined in S25), the manufacturing process of the panel bonded body 20 ends.

(矯正工程)
図9は、矯正工程S30の説明図である。
図9に示すように、矯正工程S30では、連結部9に曲げ加工を施す等してパネル接合体20の変形を矯正する。
具体的には、パネル10の反り方向とは反対方向(図9における上側から下側)に不図示のベンダー等で機械的な荷重Fを加えて変形を矯正する方法や、不図示のハンマー等で機械的な荷重Fを加えて変形を矯正する方法、不図示のバーナーで加熱して変形を矯正する方法、これら各方法を組み合わせる方法等が考えられる。変形を矯正した時点で矯正工程S30が終了し、以上でパネル接合体20の製造工程が終了する。
(Correction process)
FIG. 9 is an explanatory diagram of the correction step S30.
As shown in FIG. 9, in the correction step S30, the deformation of the panel assembly 20 is corrected by bending the connecting portion 9 or the like.
Specifically, a method of correcting the deformation by applying a mechanical load F with a bender etc. (not shown) in a direction opposite to the warping direction of the panel 10 (from the upper side to the lower side in FIG. 9), a hammer (not shown), etc. A method of correcting the deformation by applying a mechanical load F, a method of correcting the deformation by heating with a burner (not shown), a method of combining these methods, and the like are conceivable. When the deformation is corrected, the correction process S30 is completed, and the manufacturing process of the panel assembly 20 is completed.

(効果)
本実施形態によれば、第二接合工程S20で第二主板12,12と連結板部材30の側縁30a,30aとを接合したときに、連結部9を構成する連結板部材30が弾性変形することで、TIG溶接により発生する溶接歪を吸収できる。したがって、パネル接合体20を形成したときに、溶接歪に起因する変形を低減できる。
また、矯正工程S30を備えているので、仮にパネル接合体20が溶接歪に起因して変形した場合であっても、曲げ降伏荷重の小さい連結部9のみに曲げ加工を施す等して連結板部材30を塑性変形させて、簡単に変形を矯正できる。
(effect)
According to the present embodiment, when the second main plates 12 and 12 and the side edges 30a and 30a of the connecting plate member 30 are joined in the second joining step S20, the connecting plate member 30 constituting the connecting portion 9 is elastically deformed. By doing, the welding distortion which generate | occur | produces by TIG welding can be absorbed. Therefore, when the panel joined body 20 is formed, deformation caused by welding distortion can be reduced.
Further, since the straightening step S30 is provided, even if the panel joined body 20 is deformed due to welding distortion, the connecting plate is formed by bending only the connecting portion 9 having a small bending yield load. The member 30 can be plastically deformed to easily correct the deformation.

(第二実施形態のパネル接合体)
続いて、第二実施形態のパネル接合体について説明する。
図10は、第二実施形態の連結板部材30の平面図である。
第一実施形態のパネル接合体20では、連結板部材30に凹部35を形成することにより、連結部9における曲げ降伏荷重をパネル10の曲げ降伏荷重よりも小さく設定していた。これに対して、第二実施形態では、連結板部材30に貫通孔37を形成することにより、連結部9における曲げ降伏荷重をパネル10の曲げ降伏荷重よりも小さく設定している点で、第一実施形態とは異なっている。なお、第一実施形態と同様の構成については、説明を省略する。
図10に示すように、第二実施形態の連結板部材30は、略真円形状の貫通孔37が、連結板部材30の短手方向(図10における上下方向)の略中央において、連結板部材30の長手方向(図10における左右方向)に沿って並んで複数形成されている。貫通孔37を形成することにより、連結板部材30の強度を低下させて容易に弾性変形できるようにしている。
(Panel assembly of the second embodiment)
Next, the panel assembly of the second embodiment will be described.
FIG. 10 is a plan view of the connecting plate member 30 of the second embodiment.
In the panel bonded body 20 of the first embodiment, the bending yield load at the connecting portion 9 is set to be smaller than the bending yield load of the panel 10 by forming the recess 35 in the connecting plate member 30. On the other hand, in the second embodiment, by forming the through hole 37 in the connecting plate member 30, the bending yield load at the connecting portion 9 is set smaller than the bending yield load of the panel 10, Different from one embodiment. In addition, description is abbreviate | omitted about the structure similar to 1st embodiment.
As shown in FIG. 10, the connecting plate member 30 of the second embodiment has a substantially circular through hole 37 at the substantially center of the connecting plate member 30 in the short direction (vertical direction in FIG. 10). A plurality of members 30 are formed side by side along the longitudinal direction of the member 30 (left-right direction in FIG. 10). By forming the through hole 37, the strength of the connecting plate member 30 is reduced so that it can be easily elastically deformed.

(第二実施形態の第一〜第四変形例のパネル接合体)
図11〜図14は、第二実施形態の第一〜第四変形例の連結板部材30の平面図である。
図11〜図14の各変形例に示すように、貫通孔37の開口面積および個数は、連結板部材30に要求される強度に応じて適宜設定が可能である。
(Panel assembly of the first to fourth modifications of the second embodiment)
FIGS. 11-14 is a top view of the connection board member 30 of the 1st-4th modification of 2nd embodiment.
As shown in each modification of FIGS. 11 to 14, the opening area and the number of the through holes 37 can be appropriately set according to the strength required for the connecting plate member 30.

図11に示すように、第二実施形態の第一変形例では、略真円形状の貫通孔37が、連結板部材30の長手方向に沿って並んで形成されており、さらに連結板部材30の短手方向に三列形成されている。各列の貫通孔37は、交互に千鳥配置されている。   As shown in FIG. 11, in the first modification of the second embodiment, substantially circular through holes 37 are formed side by side along the longitudinal direction of the connecting plate member 30, and the connecting plate member 30. Three rows are formed in the short direction. The through holes 37 in each row are alternately arranged in a staggered manner.

図12に示すように、第二実施形態の第二変形例では、連結板部材30の長手方向に沿って長軸を有する略楕円形状の貫通孔37が複数形成されている。貫通孔37は、連結板部材30の長手方向に沿って並んで形成されており、さらに連結板部材30の短手方向に二列形成されている。各列の貫通孔37は、交互に千鳥配置されている。   As shown in FIG. 12, in the second modification of the second embodiment, a plurality of substantially elliptical through-holes 37 having a long axis along the longitudinal direction of the connecting plate member 30 are formed. The through holes 37 are formed side by side along the longitudinal direction of the connecting plate member 30, and are further formed in two rows in the short direction of the connecting plate member 30. The through holes 37 in each row are alternately arranged in a staggered manner.

図13に示すように、第二実施形態の第三変形例では、上述した第二変形例の貫通孔37が、連結板部材30の短手方向に三列形成されている。各列の貫通孔37は、交互に千鳥配置されている。   As shown in FIG. 13, in the third modified example of the second embodiment, the through holes 37 of the second modified example described above are formed in three rows in the short direction of the connecting plate member 30. The through holes 37 in each row are alternately arranged in a staggered manner.

図14に示すように、第二実施形態の第四変形例では、連結板部材30の短手方向に沿って長辺37aを有し、連結板部材30の長手方向に沿って短辺37bを有する略長方形状の貫通孔37が複数形成されている。貫通孔37の短辺37bは、連結板部材30の短手方向の外側に膨出して湾曲形成されており、連結板部材30が変形した時の応力の集中を抑制している。貫通孔37は、連結板部材30の短手方向の略中央において、連結板部材30の長手方向に沿って並んで複数形成されている。   As shown in FIG. 14, in the fourth modification of the second embodiment, the connecting plate member 30 has a long side 37 a along the short direction, and the connecting plate member 30 has a short side 37 b along the long direction. A plurality of substantially rectangular through holes 37 are formed. The short side 37b of the through-hole 37 bulges outwardly in the short direction of the connecting plate member 30, and suppresses concentration of stress when the connecting plate member 30 is deformed. A plurality of through holes 37 are formed side by side along the longitudinal direction of the connecting plate member 30 at the approximate center in the short direction of the connecting plate member 30.

(第二実施形態および第二実施形態の各変形例の効果)
第二実施形態および第二実施形態の各変形例によれば、連結部9を構成する連結板部材30に貫通孔37を形成することで、連結板部材30の強度を下げることができる。これにより、溶接時に連結部9に歪が発生しても、連結板部材30が弾性変形することで、当該歪を吸収することができる。したがって、パネル接合体20を形成したときに、接合時の歪に起因する変形を確実に低減できる。
また、連結板部材30の貫通孔37により、パネル10の曲げ降伏荷重に対して、連結部9の曲げ降伏荷重が小さく設定されている。そして、当該貫通孔37を形成することにより、貫通孔37を形成しない場合よりも連結板部材30の断面積が小さくなるので、連結板部材30の貫通孔37周辺を塑性変形させるようにして、溶接時の歪に起因する変形を簡単に矯正できる。
特に、連結板部材30に形成する貫通孔37の位置や個数を適宜設定することで、連結部9における第一主板11の縁部11aに沿う断面の曲げ降伏荷重を所望の値に容易に設定できる。
(Effect of each modification of 2nd embodiment and 2nd embodiment)
According to each modification of 2nd Embodiment and 2nd Embodiment, the intensity | strength of the connection plate member 30 can be lowered | hung by forming the through-hole 37 in the connection plate member 30 which comprises the connection part 9. FIG. Thereby, even if distortion arises in connecting part 9 at the time of welding, the distortion can be absorbed by connecting plate member 30 elastically deforming. Therefore, when the panel joined body 20 is formed, it is possible to reliably reduce deformation due to distortion during joining.
Further, the bending yield load of the connecting portion 9 is set to be smaller than the bending yield load of the panel 10 by the through hole 37 of the connecting plate member 30. And, by forming the through hole 37, the cross-sectional area of the connecting plate member 30 becomes smaller than when the through hole 37 is not formed, so that the periphery of the through hole 37 of the connecting plate member 30 is plastically deformed, Deformation due to distortion during welding can be easily corrected.
In particular, by appropriately setting the position and number of the through holes 37 formed in the connecting plate member 30, the bending yield load of the cross section along the edge 11a of the first main plate 11 in the connecting portion 9 can be easily set to a desired value. it can.

なお、この発明の技術範囲は上記実施の形態に限られるものではなく、本発明の趣旨を逸脱しない範囲において種々の変更を加えることが可能である。   The technical scope of the present invention is not limited to the above embodiment, and various modifications can be made without departing from the spirit of the present invention.

パネル10の形状は、各実施形態および各変形例の形状に限定されることはない。例えば、リブの本数は各実施形態および各変形例に限定されることはなく、更に多くのリブを備えていてもよい。   The shape of the panel 10 is not limited to the shape of each embodiment and each modification. For example, the number of ribs is not limited to each embodiment and each modification, and more ribs may be provided.

連結板部材30の形状は、各実施形態および各変形例の形状に限定されることはない。例えば、第一実施形態の連結板部材30の形状と第二実施形態の連結板部材30の形状とを組み合わせてもよい。具体的には、貫通孔37を有する連結板部材30に凹部を形成してもよい。
また、貫通孔37の形状は、第二実施形態および各変形例の形状に限定されることはない。例えば、貫通孔37は、円形状や楕円形状に限定されず、平面視略十字形状に形成されていてもよい。
The shape of the connecting plate member 30 is not limited to the shape of each embodiment and each modification. For example, you may combine the shape of the connection plate member 30 of 1st embodiment, and the shape of the connection plate member 30 of 2nd embodiment. Specifically, a recess may be formed in the connecting plate member 30 having the through hole 37.
Moreover, the shape of the through-hole 37 is not limited to the shape of 2nd embodiment and each modification. For example, the through hole 37 is not limited to a circular shape or an elliptical shape, and may be formed in a substantially cross shape in plan view.

また、第二実施形態の第二変形例および第三変形例では、連結板部材30の長手方向に沿って長軸を有する略楕円形状の貫通孔37が形成されていた。しかし、例えば、連結板部材30の長手方向に沿って長軸を有する略楕円形状の貫通孔と、連結板部材30の短手方向に沿って長軸を有する略楕円形状の貫通孔と、を組み合わせてもよい。   In the second modification and the third modification of the second embodiment, the substantially elliptical through-hole 37 having a long axis along the longitudinal direction of the connecting plate member 30 is formed. However, for example, a substantially elliptical through hole having a long axis along the longitudinal direction of the connecting plate member 30 and a substantially elliptical through hole having a long axis along the short direction of the connecting plate member 30 are provided. You may combine.

溶接方法について、第一接合工程S10では摩擦攪拌接合を採用し、第二接合工程S20ではTIG溶接を採用したが、逆の組み合わせとしても良く、両方とも同様の溶接方法で実施しても良く、または、上記例以外の他の溶接方法を適用しても良い。   About the welding method, friction stir welding was adopted in the first joining step S10, and TIG welding was adopted in the second joining step S20. However, the reverse combination may be used, and both may be performed by the same welding method. Alternatively, other welding methods other than the above example may be applied.

第一実施形態では、パネル接合体20を鉄道車両1の車体フレーム5に採用しているが、車両は鉄道車両1に限定されない。また、車両以外の構造体にも、本発明のパネル接合体20を採用することができる。   In the first embodiment, the panel joined body 20 is employed in the vehicle body frame 5 of the railway vehicle 1, but the vehicle is not limited to the railway vehicle 1. Moreover, the panel joined body 20 of this invention is employable also to structures other than a vehicle.

1:鉄道車両(車両) 5:車体フレーム 10:パネル 11:第一主板(一方側の主板) 11a:第一主板の縁部(縁部) 12:第二主板(他方側の主板) 12a:第二主板の縁部(縁部) 15:中央リブ(リブ) 16:サイドリブ(リブ) 20:パネル接合体 30:連結板部材 30a:側縁 35:凹部 37:貫通孔 S10:第一接合工程 S20:第二接合工程 S30:矯正工程   1: Railcar (vehicle) 5: Body frame 10: Panel 11: First main plate (one main plate) 11a: Edge (edge) of the first main plate 12: Second main plate (other main plate) 12a: Edge (edge) of second main plate 15: Central rib (rib) 16: Side rib (rib) 20: Panel assembly 30: Connecting plate member 30a: Side edge 35: Recess 37: Through hole S10: First joining step S20: Second joining step S30: Correction step

Claims (6)

並んで配置される複数のパネルの縁部間に、連結部を有して連結して構成されたパネル接合体であって、
前記パネルは、互いに向かい合う一対の主板と、前記主板同士を連結するリブとを有し、
前記連結部は、隣接する前記パネルの一方側の主板同士が接合されるとともに、前記パネルの他方側の主板のそれぞれが、前記他方側の主板間に配置された連結板部材のそれぞれ対応する側縁と接合されて形成され、
前記連結部の前記縁部に沿う断面の曲げ降伏荷重が、前記パネルの曲げ降伏荷重よりも小さいことを特徴とするパネル接合体。
Between the edges of a plurality of panels arranged side by side, it is a panel joined body configured by connecting with a connecting portion,
The panel has a pair of main plates facing each other, and a rib connecting the main plates,
In the connecting portion, the main plates on one side of the adjacent panels are joined to each other, and each of the main plates on the other side of the panel corresponds to each of the connecting plate members disposed between the main plates on the other side. Formed by joining the edges,
A panel joined body, wherein a bending yield load of a section along the edge of the connecting portion is smaller than a bending yield load of the panel.
請求項1に記載のパネル接合体であって、
前記連結板部材は、前記一方側の主板に向かって凹んだ凹部を有していることを特徴とするパネル接合体。
The panel assembly according to claim 1,
The said connection board member has the recessed part dented toward the said main board of the said one side, The panel joined body characterized by the above-mentioned.
請求項1または2に記載のパネル接合体であって、
前記連結板部材は、貫通孔を有していることを特徴とするパネル接合体。
The panel assembly according to claim 1 or 2,
The said connection board member has a through-hole, The panel joined body characterized by the above-mentioned.
請求項1から3のいずれか1項に記載のパネル接合体であって、
前記連結板部材の板厚は、前記一方側の主板の板厚よりも薄く形成されていることを特徴とするパネル接合体。
The panel assembly according to any one of claims 1 to 3,
A panel joined body, wherein the connecting plate member is formed to have a thickness less than a thickness of the one main plate.
並んで配置される複数のパネルの縁部間に、連結部を有して連結して構成されたパネル接合体の製造方法であって、
前記パネルは、互いに向かい合う一対の主板と、前記主板同士を連結するリブとを有し、
前記連結部の前記縁部に沿う断面の曲げ降伏荷重が、前記パネルの曲げ降伏荷重よりも小さく設定され、
隣接する前記パネルの一方側の主板同士を接合する第一接合工程と、
前記パネルの他方側の主板のそれぞれと、前記他方側の主板間に配置された連結板部材のそれぞれ対応する側縁とを接合する第二接合工程と、
前記第一接合工程および前記第二接合工程の後、前記パネル接合体の変形を矯正する矯正工程と、
を備えていることを特徴とするパネル接合体の製造方法。
Between the edges of a plurality of panels arranged side by side, a manufacturing method of a panel assembly formed by connecting and having a connecting portion,
The panel has a pair of main plates facing each other, and a rib connecting the main plates,
The bending yield load of the cross section along the edge of the connecting portion is set smaller than the bending yield load of the panel,
A first joining step for joining the main plates on one side of the adjacent panels;
A second joining step of joining each of the other main plates of the panel and a corresponding side edge of each of the connecting plate members arranged between the other main plates;
After the first joining step and the second joining step, a correction step for correcting the deformation of the panel assembly,
A method for producing a panel assembly, comprising:
請求項1から4のいずれか1項に記載のパネル接合体で形成された車体フレームを備えていることを特徴とする車両。
A vehicle comprising a vehicle body frame formed of the panel assembly according to any one of claims 1 to 4.
JP2011250691A 2011-11-16 2011-11-16 Panel joining member, method for manufacturing the same, and vehicle including panel joining member Pending JP2013103676A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015093313A (en) * 2013-11-13 2015-05-18 近畿車輌株式会社 Butt weld joining method for aluminum extruded shape and rolling stock structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015093313A (en) * 2013-11-13 2015-05-18 近畿車輌株式会社 Butt weld joining method for aluminum extruded shape and rolling stock structure

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