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JP2018140411A - Panel member for motor vehicle - Google Patents

Panel member for motor vehicle Download PDF

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Publication number
JP2018140411A
JP2018140411A JP2017035203A JP2017035203A JP2018140411A JP 2018140411 A JP2018140411 A JP 2018140411A JP 2017035203 A JP2017035203 A JP 2017035203A JP 2017035203 A JP2017035203 A JP 2017035203A JP 2018140411 A JP2018140411 A JP 2018140411A
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plate
steel plate
panel member
strength
strength steel
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Inventor
山崎 悟志
Satoshi Yamazaki
悟志 山崎
臼井 浩人
Hiroto Usui
浩人 臼井
谷口 聡
Satoshi Taniguchi
聡 谷口
隼輔 宮川
Shunsuke Miyagawa
隼輔 宮川
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Toyota Motor Corp
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Toyota Motor Corp
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  • Body Structure For Vehicles (AREA)
  • Shaping Metal By Deep-Drawing, Or The Like (AREA)
  • Laser Beam Processing (AREA)

Abstract

【課題】引張り強度の異なる2種類の板材を含む3枚以上の板材を互いに接合させた場合であっても、引張り強度の低い低強度板材における成形時の破断(亀裂)を抑制することができる自動車用パネル部材を得る。【解決手段】パネル部材50の高強度鋼板30と低強度鋼板32を接合させる異種材接合部36側において、レーザ51による接合時にフィラー材52を用いることで、当該異種材接合部36において接合強化部37が設けられ、接合強度を高くすることができる。その結果、異種材接合部36を介して、低強度鋼板32において、異種材接合部36側の伸び量を小さくすることができる。これにより、パネル部材50における変形量を小さくすることができ、低強度鋼板32に作用する応力集中は緩和され、パネル部材50において、成形時の破断(亀裂)を抑制することができる。【選択図】図2Even when three or more plate materials including two types of plate materials having different tensile strengths are bonded to each other, it is possible to suppress breakage (cracking) at the time of molding in a low strength plate material having low tensile strength. An automotive panel member is obtained. In a dissimilar material joint portion that joins a high-strength steel plate and a low-strength steel plate on a panel member, a filler material is used at the time of joining by a laser, thereby strengthening the joining in the dissimilar material joint portion. The portion 37 is provided, and the bonding strength can be increased. As a result, the amount of elongation on the dissimilar material joint part 36 side can be reduced in the low-strength steel plate 32 via the dissimilar material joint part 36. Thereby, the deformation amount in the panel member 50 can be reduced, the stress concentration acting on the low-strength steel plate 32 is alleviated, and the panel member 50 can be prevented from being broken (cracked) during forming. [Selection] Figure 2

Description

本発明は、自動車用パネル部材に関する。   The present invention relates to an automotive panel member.

下記特許文献1には、板厚が異なる2枚の鋼板(板材)同士をL字状、逆L字状、コ字状に突合わせ溶接して構成されるパネル部材において、突合せ溶接による溶接線のコーナ部に溶接線角部を有し、当該溶接線角部から放射線状に、薄板側においてレーザで焼入れ線を設定する技術が開示されている。そして、これにより、薄板側鋼板の強度を向上させ、プレス加工による絞り成形の際に薄板側鋼板側に生じる破断(亀裂)を抑制するというものである。   In Patent Document 1 below, a welding line by butt welding is used in a panel member formed by butt welding two steel plates (plate materials) having different plate thicknesses into an L shape, an inverted L shape, and a U shape. A technique is disclosed in which a corner of the welding line has a welded wire corner, and a quenching line is set with a laser on the thin plate side radially from the welded wire corner. And thereby, the strength of the thin plate side steel plate is improved, and the fracture (crack) that occurs on the thin plate side steel plate side at the time of drawing by press working is suppressed.

特開2015−016486号公報JP2015-016486A

しかしながら、上記先行技術では、板厚が異なる2枚の鋼板が接合されたものである。このため、例えば、引張り強度の異なる2種類の鋼板を含む3枚以上の鋼板を互いに接合させた場合、引張り強度が一番低い鋼板(以下、「低強度板材」という)において溶接線角部から放射線状にレーザ焼入れを行ったとしても、当該低強度板材よりも引張り強度の高い、他の2つの鋼板の影響により、成形時において、低強度板材側に破断(亀裂)が生じる可能性がある。   However, in the above prior art, two steel plates having different plate thicknesses are joined. For this reason, for example, when three or more steel plates including two types of steel plates having different tensile strengths are bonded to each other, the steel sheet having the lowest tensile strength (hereinafter referred to as “low-strength plate”) starts from the corner of the weld line. Even if laser hardening is performed in a radial manner, there is a possibility that a fracture (crack) may occur on the side of the low-strength plate at the time of forming due to the influence of the other two steel plates having a higher tensile strength than the low-strength plate. .

本発明は上記事実を考慮し、引張り強度の異なる2種類の板材を含む3枚以上の板材を互いに接合させた場合であっても、引張り強度の低い低強度板材における成形時の破断(亀裂)を抑制することができる自動車用パネル部材を得ることが目的である。   In view of the above facts, the present invention takes into account the breakage (crack) at the time of molding in a low-strength plate having a low tensile strength even when three or more plates including two types of plates having different tensile strengths are joined together. It is an object to obtain an automotive panel member capable of suppressing the above.

請求項1に記載の自動車用パネル部材は、金属製の第1板材と隣接された状態で第1接合部を介して接合され、前記第1板材よりも引張り強度が低い金属製の第2板材と、前記第1板材及び前記第2板材と隣接された状態で、前記第1接合部と交差する第2接合部を介して、前記第1板材及び前記第2板材と接合された金属製の1以上の他の板材と、前記第1接合部及び前記第2接合部のうち、少なくとも前記第1接合部に設けられ、当該第1接合部の接合強度を高くする接合強化部と、を有している。   The automotive panel member according to claim 1 is joined via a first joint portion in a state of being adjacent to the metal first plate material, and is made of a metal second plate material having a lower tensile strength than the first plate material. And made of metal joined to the first plate member and the second plate member through a second joint portion that intersects the first joint portion in a state adjacent to the first plate member and the second plate member. One or more other plate materials, and a joint strengthening portion that is provided at least in the first joint portion among the first joint portion and the second joint portion and increases the joint strength of the first joint portion. doing.

請求項1に記載の自動車用パネル部材では、金属製の第1板材と当該第1板材よりも引張り強度が低い金属製の第2板材とが、隣接された状態で第1接合部を介して接合されている。また、第1板材及び第2板材と隣接された状態で金属製の1以上の他の第3板材が、第1接合部と交差する第2接合部を介して、第1板材及び前記第2板材と接合されている。そして、第1接合部及び第2接合部のうち、少なくとも第1接合部には、当該第1接合部の接合強度を高くする接合強化部が設けられている。   In the automotive panel member according to claim 1, the first metal plate and the second metal plate having a lower tensile strength than the first plate are adjacent to each other via the first joint portion. It is joined. In addition, one or more other third plate members made of metal in a state adjacent to the first plate member and the second plate member are connected to the first plate member and the second plate via a second joint portion that intersects the first joint portion. It is joined to the plate material. And among the 1st junction part and the 2nd junction part, the junction strengthening part which makes high the joint strength of the 1st junction part is provided in the 1st junction part at least.

一般に、同じ条件下において、引張り強度の異なる板材をそれぞれ引張った場合、引張り強度の低い板材は、引張り強度の高い板材よりも伸び量が大きくなる。これを踏まえて、例えば、自動車用パネル部材(以下、単に「パネル部材」という)において、隣接して配置された引張り強度の異なる第1板材、第2板材(引張り強度;第1板材>第2板材)と他の第3板材とを、互いに突き合わせた状態で三つ叉状に接合された場合について検討する。   Generally, when a plate material having different tensile strength is pulled under the same conditions, a plate material having a low tensile strength has a larger elongation than a plate material having a high tensile strength. Based on this, for example, in a panel member for an automobile (hereinafter simply referred to as “panel member”), a first plate member and a second plate member (tensile strength; first plate member> second) arranged adjacently and having different tensile strengths. The case where the plate material) and the other third plate material are joined in a trifurcated manner in a state of abutting each other will be considered.

この場合、隣接して配置された第1板材及び第2板材の配列方向に対して直交する方向に沿って引張力が作用すると、第1板材及び第2板材と第3板材とを接合する第2接合部において、第1板材と第2板材の伸び量の差に起因して、第1板材と第3板材とを接合する第2接合部の位置と第2板材及び第3板材とを接合する第2接合部の位置とが引張り方向にずれてしまう。この結果、パネル部材はS字状に変形する。つまり、成形時(プレス加工による絞り成形時)にパネル部材の成形性が悪くなってしまう。   In this case, when a tensile force is applied along a direction orthogonal to the arrangement direction of the first plate member and the second plate member arranged adjacent to each other, the first plate member, the second plate member, and the third plate member are joined. In the two joint portions, due to the difference in elongation between the first plate material and the second plate material, the position of the second joint portion that joins the first plate material and the third plate material, and the second plate material and the third plate material are joined. The position of the second joint portion to be displaced is shifted in the pulling direction. As a result, the panel member is deformed into an S shape. That is, the moldability of the panel member is deteriorated at the time of forming (during forming by press working).

また、パネル部材において、第1板材と第3板材とを接合する第2接合部の位置と第2板材及び第3板材とを接合する第2接合部の位置とが引張り方向にずれる場合、第1接合部と第2接合部との交点は、当該第2接合部の位置が引張り方向にずれる起点となる。このため、第1板材よりも低強度板材となる第2板材の頂部側では、パネル部材の成形時に、応力が集中し、局部伸び(くびれ)や破断(亀裂)が生じる場合がある。   Further, in the panel member, when the position of the second joint portion that joins the first plate member and the third plate member and the position of the second joint portion that joins the second plate member and the third plate member are shifted in the tensile direction, The intersection of the first joint and the second joint is a starting point where the position of the second joint is shifted in the pulling direction. For this reason, on the top side of the second plate member, which is a lower-strength plate member than the first plate member, stress is concentrated during the formation of the panel member, and local elongation (necking) or breakage (cracking) may occur.

これに対して、本発明では、第1接合部及び第2接合部のうち、少なくとも第1接合部に接合強化部が設けられ、当該第1接合部の接合強度を高くしている。このように、第1接合部の接合強度を上げることにより、当該第1接合部における引張り強度を高くすることができる。その結果、第1接合部を介して、第2板材において第1接合部側の伸び量を小さくすることができる。   On the other hand, in this invention, a joining reinforcement | strengthening part is provided in a 1st junction part at least among a 1st junction part and a 2nd junction part, and the joint strength of the said 1st junction part is made high. Thus, the tensile strength in the said 1st junction part can be made high by raising the joining strength of a 1st junction part. As a result, the amount of elongation on the first joint portion side of the second plate member can be reduced via the first joint portion.

第1接合部と第2接合部との交点は、当該第2接合部が引張り方向にずれる起点となるため、第2板材において第1接合部側の伸び量を小さくすることで、少なくとも第2板材の頂部側において、第1板材と第2板材との間で引張り方向のずれ量を低減させることができる。これにより、パネル部材における変形量を小さくすることができ、第2板材に作用する応力集中は緩和され、パネル部材において、成形時の破断(亀裂)を抑制することができる。   Since the intersection of the first joint and the second joint is a starting point where the second joint is shifted in the pulling direction, at least the second joint can be reduced by reducing the amount of elongation on the first joint in the second plate. On the top side of the plate material, the amount of displacement in the tensile direction can be reduced between the first plate material and the second plate material. Thereby, the deformation amount in a panel member can be made small, the stress concentration which acts on a 2nd board | plate material is relieve | moderated, and the fracture | rupture (crack) at the time of shaping | molding can be suppressed in a panel member.

すなわち、本発明では、第1板材よりも引張り強度が低い第2板材を含む3種類の板材において、パネル部材の成形時等に応力が集中する第2板材と第1板材との第1接合部を補強し、強度バランスの最適化を図っている。なお、ここでの「第2板材の頂部」は、第2板材において、第1接合部と第2接合部の交点及びその周辺部が含む意である。   That is, in the present invention, in three types of plate materials including a second plate material having a tensile strength lower than that of the first plate material, the first joint portion between the second plate material and the first plate material in which stress is concentrated when the panel member is molded or the like. To optimize the strength balance. In addition, the "top part of the 2nd board | plate material" here means the intersection of a 1st junction part and a 2nd junction part, and its peripheral part in a 2nd board | plate material.

以上説明したように、請求項1に記載の自動車用パネル部材では、引張り強度の異なる2種類の板材を含む3枚以上の板材を互いに接合させた場合であっても、引張り強度の低い低強度板材における成形時の破断(亀裂)を抑制することができる、という優れた効果が得られる。   As described above, in the automotive panel member according to claim 1, even when three or more plate materials including two types of plate materials having different tensile strengths are joined to each other, the low strength with low tensile strength is low. The outstanding effect that the fracture | rupture (crack) at the time of shaping | molding in a board | plate material can be suppressed is acquired.

本実施の形態に係る自動車用パネル部材を示す平面図である。It is a top view which shows the panel member for motor vehicles based on this Embodiment. 図1で示す接合領域Aが拡大された状態を示す一部拡大斜視図である。It is a partially expanded perspective view which shows the state by which the joining area | region A shown in FIG. 1 was expanded. (A)は、(B)に対応する比較例を接合部の断面図であり、(B)は、図2において、3(B)−3(B)線に沿って切断したときの断面図である。(A) is sectional drawing of a junction part of the comparative example corresponding to (B), (B) is sectional drawing when cut | disconnecting along 3 (B) -3 (B) line | wire in FIG. It is. (A)は、比較例を示す図2に対応する一部拡大斜視図であり、(B)は、(A)における問題点を説明するための説明図である。(A) is a partially enlarged perspective view corresponding to FIG. 2 showing a comparative example, and (B) is an explanatory diagram for explaining a problem in (A).

以下、図面を用いて、本発明に係る自動車用パネル部材の実施形態について説明する。なお、説明の便宜上、これらの図において適宜示される矢印FRは自動車用パネル部材の前後方向の前側を示しており、矢印RHは自動車用パネル部材の幅方向の右側、矢印LHは自動車用パネル部材の幅方向の左側をそれぞれ示している。   Hereinafter, embodiments of an automotive panel member according to the present invention will be described with reference to the drawings. For convenience of explanation, an arrow FR appropriately shown in these drawings indicates a front side in the front-rear direction of the automotive panel member, an arrow RH indicates a right side in the width direction of the automotive panel member, and an arrow LH indicates an automotive panel member. The left side in the width direction is shown.

(自動車用パネル部材の構成)
図1には、本実施形態に係る自動車用パネル部材(以下、単に「パネル部材」という)10の平面図が示されている。図1に示すパネル部材10は、例えば、パネル部材10の幅方向の中央部12、右側部14、左側部16に分割されている。そして、中央部12と右側部14、及び中央部12と左側部16とは、テーラードブランク工法によってパネル部材10の幅方向にそれぞれ接合され(後述する)、一体化されている。
(Configuration of automotive panel members)
FIG. 1 shows a plan view of an automotive panel member (hereinafter simply referred to as “panel member”) 10 according to the present embodiment. The panel member 10 shown in FIG. 1 is divided into, for example, a central portion 12, a right side portion 14, and a left side portion 16 in the width direction of the panel member 10. And the center part 12 and the right side part 14 and the center part 12 and the left side part 16 are each joined to the width direction of the panel member 10 by the tailored blank method (it mentions later), and are integrated.

一般に、テーラードブランク工法は、材質や板厚の異なる複数の金属板(ブランク材)をレーザ溶接等にて溶接(接合)し、1つの金属板とする工法である。例えば、材質の異なる板材を互いに溶接して一体化させることで、1枚の素材の機械的特性を部分的に変えることができるという特徴を持つ。また、板厚の異なる板材を互いに溶接して一体化させることで、剛性を部分的に変えることができる。   In general, the tailored blank method is a method in which a plurality of metal plates (blank materials) having different materials and plate thicknesses are welded (joined) by laser welding or the like to form one metal plate. For example, it has the characteristic that the mechanical characteristics of one raw material can be partially changed by welding and integrating plate materials of different materials. Moreover, rigidity can be partially changed by welding and integrating plate materials having different plate thicknesses.

ここで、パネル部材10の構成について簡単に説明する。
図1に示されるように、パネル部材10の幅方向の中央部12は、パネル部材10の前後方向に沿って、前部22と後部(第3板材)24が隣接して配置されている。前部22及び後部24には、例えば、引張強度が590MPaの高張力鋼板材(いわゆる「590材」)が用いられており、前部22と後部24とは、同種材接合部26を介して接合されている。なお、本実施形態における「同種材接合部」は、隣接して配置された鋼板同士の引張強度が同じ場合の接合部をいい、「異種材接合部」は、隣接して配置された鋼板同士の引張強度が異なる場合の接合部をいう。
Here, the configuration of the panel member 10 will be briefly described.
As shown in FIG. 1, the front portion 22 and the rear portion (third plate member) 24 are disposed adjacent to each other in the center portion 12 in the width direction of the panel member 10 along the front-rear direction of the panel member 10. For example, a high-tensile steel plate material having a tensile strength of 590 MPa (so-called “590 material”) is used for the front portion 22 and the rear portion 24, and the front portion 22 and the rear portion 24 are connected via the same material joint portion 26. It is joined. In addition, the “same material joint” in the present embodiment refers to a joint when the tensile strengths of the steel plates arranged adjacent to each other are the same, and the “dissimilar material joint” refers to the steel plates arranged adjacent to each other. This refers to the joint when the tensile strengths of the two differ.

また、パネル部材10の幅方向の右側部14は、パネル部材10の前後方向に沿って、前部28と中央部(第1板材)30と後部(第2板材)32が隣接して配置されている。前部28及び中央部30には、引張強度が980MPaの超高張力鋼板(いわゆる「980材」)が用いられており、後部32には、引張強度が440MPaの高張力鋼板(いわゆる「440材」)が用いられている。そして、前部28と中央部30とは、同種材接合部34を介して接合されており、中央部30と後部32とは、異種材接合部(第1接合部)36を介して接合されている。   Further, the right side portion 14 in the width direction of the panel member 10 is disposed so that the front portion 28, the center portion (first plate member) 30, and the rear portion (second plate member) 32 are adjacent to each other along the front-rear direction of the panel member 10. ing. The front portion 28 and the central portion 30 are made of ultra high strength steel plates having a tensile strength of 980 MPa (so-called “980 materials”), and the rear portions 32 are made of high strength steel plates having a tensile strength of 440 MPa (so-called “440 materials”). )) Is used. And the front part 28 and the center part 30 are joined via the same kind material joining part 34, and the center part 30 and the rear part 32 are joined via the dissimilar material joining part (first joining part) 36. ing.

また、パネル部材10の幅方向の左側部16は、右側部14と同様に、パネル部材10の前後方向に沿って、前部38と中央部(第1板材)40と後部(第2板材)42が隣接して配置されている。前部38及び中央部40には、980材が用いられており、後部42には、440材が用いられている。そして、前部38と中央部40とは、同種材接合部44を介して接合されており、中央部40と後部42とは、異種材接合部(第1接合部)46を介して接合されている。   Further, the left side portion 16 in the width direction of the panel member 10 has a front portion 38, a central portion (first plate member) 40, and a rear portion (second plate member) along the front-rear direction of the panel member 10, similarly to the right side portion 14. 42 are arranged adjacent to each other. 980 materials are used for the front portion 38 and the central portion 40, and 440 materials are used for the rear portion 42. And the front part 38 and the center part 40 are joined via the same kind material joining part 44, and the center part 40 and the rear part 42 are joined via the dissimilar material joining part (first joining part) 46. ing.

そして、前述のように、パネル部材10の幅方向の中央部12と右側部14とは、異種材接合部(第2接合部)18を介して接合され、パネル部材10の幅方向の中央部12と左側部16とは、異種材接合部(第2接合部)20を介して接合されている。   As described above, the center portion 12 in the width direction of the panel member 10 and the right side portion 14 are joined via the dissimilar material joint portion (second joint portion) 18, and the center portion in the width direction of the panel member 10. 12 and the left side part 16 are joined via a dissimilar material joint part (second joint part) 20.

さらに、パネル部材10において、幅方向の中央部12における同種材接合部26の位置と、右側部14の同種材接合部34の位置及び左側部16の同種材接合部44の位置は、それぞれパネル部材10の前後方向にずれている。また、パネル部材10の幅方向の中央部12における同種材接合部26の位置と、右側部14の異種材接合部36の位置及び左側部16の異種材接合部46の位置は、それぞれパネル部材10の前後方向にずれている。   Further, in the panel member 10, the position of the same material joint portion 26 in the central portion 12 in the width direction, the position of the same material joint portion 34 in the right side portion 14, and the position of the same material joint portion 44 in the left side portion 16 are respectively the panel. The member 10 is displaced in the front-rear direction. Further, the position of the same material joint portion 26 in the central portion 12 in the width direction of the panel member 10, the position of the dissimilar material joint portion 36 in the right side portion 14, and the position of the dissimilar material joint portion 46 in the left side portion 16 are respectively the panel member. 10 is deviated in the front-rear direction.

ところで、図2には、図1におけるパネル部材10の接合領域A(パネル部材50)が拡大された拡大斜視図が示されている。この図に示されるように、パネル部材50では、引張り強度が異なる3種類の鋼板を、互いに隣接させ突き合わせた状態で三つ叉状に接合されている。   2 shows an enlarged perspective view in which the joining area A (panel member 50) of the panel member 10 in FIG. 1 is enlarged. As shown in this figure, in the panel member 50, three types of steel plates having different tensile strengths are joined in a trifurcated manner in a state of being adjacent to each other and butted against each other.

前述のように、パネル部材50の左部(図1に示すパネル部材10の中央部12の後部(第3板材)24)は、590材で形成され、パネル部材50の右側前部(図1に示すパネル部材10の右側部14の中央部(第1板材)30)は、980材で形成されている。また、パネル部材50の右側後部(図1に示すパネル部材10の右側部14の後部(第2板材)32)は、440材で形成されている。   As described above, the left part of the panel member 50 (the rear part (third plate member 24) 24 of the central part 12 of the panel member 10 shown in FIG. 1) is formed of 590 materials, and the right front part (FIG. 1) of the panel member 50. The center portion (first plate member) 30) of the right side portion 14 of the panel member 10 shown in FIG. Further, the right rear portion of the panel member 50 (the rear portion (second plate member) 32 of the right side portion 14 of the panel member 10 shown in FIG. 1) is formed of 440 materials.

このため、以下の説明では、図2に示すパネル部材50の左部を「中強度鋼板24」、パネル部材50の右側前部を「高強度鋼板30」、パネル部材50の右側後部を「低強度鋼板32」という。なお、440材は、一般に高張力鋼板とされるが、ここでは、590材との相対的な評価により、便宜的に「低強度鋼板」というものであり、仕様上の絶対的な意味における低強度とは異なる意味で使用する。   Therefore, in the following description, the left part of the panel member 50 shown in FIG. 2 is “medium strength steel plate 24”, the right front part of the panel member 50 is “high strength steel plate 30”, and the right rear part of the panel member 50 is “low”. It is referred to as “strength steel plate 32”. Note that the 440 material is generally a high-tensile steel plate, but here it is referred to as a “low-strength steel plate” for the sake of convenience by relative evaluation with the 590 material. Used in a different meaning than strength.

また、ここでは、一例として、高強度鋼板30及び中強度鋼板24として、板厚1.0mmの鋼板が用いられており、低強度鋼板32として、板厚0.65mmの鋼板が用いられている。しかし、これらの板厚については、特にこれに限定されるものではない。   Here, as an example, a steel plate with a thickness of 1.0 mm is used as the high-strength steel plate 30 and the medium-strength steel plate 24, and a steel plate with a thickness of 0.65 mm is used as the low-strength steel plate 32. . However, these plate thicknesses are not particularly limited to this.

本実施形態では、高強度鋼板30と低強度鋼板32とは、異種材接合部36を介して接合され、高強度鋼板30及び低強度鋼板32と中強度鋼板24とは、異種材接合部18を介して接合されているが、少なくとも異種材接合部36側において、高強度鋼板30と低強度鋼板32との接合時に、接合強化材としてフィラー材52が用いられている。   In the present embodiment, the high-strength steel plate 30 and the low-strength steel plate 32 are joined via the dissimilar material joint 36, and the high-strength steel plate 30 and the low-strength steel plate 32 and the medium-strength steel plate 24 are joined to the dissimilar material joint 18. However, the filler material 52 is used as a joining reinforcement material at the time of joining the high strength steel plate 30 and the low strength steel plate 32 at least on the dissimilar material joining portion 36 side.

フィラー材については、板材の種類によって異なるが、ここでは、例えば、C、Si、Mn等が添加されたワイヤ(Fe)が用いられる。つまり、フィラー材はFeを主成分として、C、Si、Mnが添加されたものであり、C、Si、Mnの添加量が多くなると接合強度が高くなる。   About a filler material, although it changes with kinds of board | plate material, here, the wire (Fe) to which C, Si, Mn etc. were added is used, for example. That is, the filler material is mainly composed of Fe and added with C, Si, and Mn. When the amount of C, Si, and Mn is increased, the bonding strength is increased.

(自動車用パネル部材の作用及び効果)
本実施形態では、図2に示されるように、高強度鋼板30と低強度鋼板32を接合させる異種材接合部36側において、レーザ51による接合時にフィラー材52が用いられている。そして、これにより、異種材接合部36において接合強度を高くしている。
(Operation and effect of automotive panel members)
In the present embodiment, as shown in FIG. 2, a filler material 52 is used at the time of joining by the laser 51 on the dissimilar material joining portion 36 side that joins the high-strength steel plate 30 and the low-strength steel plate 32. This increases the bonding strength at the dissimilar material joint 36.

例えば、図3(A)には、異種材接合部108においてフィラー材52(図2参照)が用いられていない場合が示されている。異種材接合部108では、レーザ51(図2参照)の熱により、高強度鋼板102及び低強度鋼板104が互いに溶融され、混和し冷却して接合されるが、この異種材接合部108では、高強度鋼板102の添加元素量と低強度鋼板104の添加元素量の平均により硬さが決まる。   For example, FIG. 3A shows a case where the filler material 52 (see FIG. 2) is not used in the dissimilar material joint 108. In the dissimilar material joint 108, the high-strength steel plate 102 and the low-strength steel plate 104 are melted together by the heat of the laser 51 (see FIG. 2), mixed and cooled, and joined. The hardness is determined by the average of the additive element amount of the high-strength steel plate 102 and the additive element amount of the low-strength steel plate 104.

一方、図3(B)には、異種材接合部36にフィラー材52が用いられた場合が示されている。この場合、異種材接合部36では、レーザ51(図2参照)の熱により、高強度鋼板30及び低強度鋼板32に加えフィラー材52が溶融され、混和し冷却して接合されることとなる(異種材接合部36)。したがって、異種材接合部36では、接合強化部37(フィラー材52が固化した部分)が設けられており、異種材接合部108よりも膨出している(接合部の体積が大きい)。   On the other hand, FIG. 3B shows a case where the filler material 52 is used for the dissimilar material joint 36. In this case, in the dissimilar material joining portion 36, the filler material 52 is melted in addition to the high-strength steel plate 30 and the low-strength steel plate 32 by the heat of the laser 51 (see FIG. 2), and is mixed and cooled to be joined. (Different material joint 36). Therefore, in the dissimilar material joint part 36, the joining reinforcement | strengthening part 37 (part which the filler material 52 solidified) is provided, and it swells rather than the dissimilar material joint part 108 (the volume of a junction part is large).

そして、この異種材接合部36では、高強度鋼板30の添加元素量及び低強度鋼板32の添加元素量に加え、フィラー材52に含まれた添加元素量の平均により硬さが決まる。したがって、フィラー材52が用いられた異種材接合部36では、フィラー材52が用いられていない異種材接合部108(図3(A)参照)よりも引張り強度を高くすることができる。すなわち、当該異種材接合部36を介して、低強度鋼板32において異種材接合部36側の伸び量を小さくすることができる。   In the dissimilar material joint portion 36, the hardness is determined by the average of the additive element amount contained in the filler material 52 in addition to the additive element amount of the high-strength steel plate 30 and the additive element amount of the low-strength steel plate 32. Therefore, the dissimilar material joint 36 using the filler material 52 can have higher tensile strength than the dissimilar material joint 108 not using the filler material 52 (see FIG. 3A). That is, the amount of elongation on the dissimilar material joint portion 36 side of the low-strength steel plate 32 can be reduced via the dissimilar material joint portion 36.

一般に、同じ条件下において、引張り強度の異なる鋼板をそれぞれ引張った場合、引張り強度の低い鋼板は、引張り強度の高い鋼板よりも伸び率が高くなる。これを踏まえて、例えば、図4(A)に示されるように、パネル部材100において、引張り強度の異なる高強度鋼板102及び低強度鋼板104と中強度鋼板106とが、互いに隣接して三つ叉状に接合された場合について検討する。   In general, when steel plates having different tensile strengths are pulled under the same conditions, a steel plate having a low tensile strength has a higher elongation than a steel plate having a high tensile strength. Based on this, for example, as shown in FIG. 4A, in the panel member 100, three high-strength steel plates 102, low-strength steel plates 104, and medium-strength steel plates 106 having different tensile strengths are adjacent to each other. Consider the case of joining in a fork shape.

この場合、高強度鋼板102及び低強度鋼板104の配列方向に対して直交する方向に沿って引張力Fが作用すると、図4(B)に示されるように、異種材接合部110において、中強度鋼板106と高強度鋼板102の伸び量の差に起因して、中強度鋼板106と高強度鋼板102とが接合された異種材接合部110Aの位置と、中強度鋼板106と低強度鋼板104とが接合された異種材接合部110Bの位置は、引張り方向にずれてしまう。   In this case, when the tensile force F acts along the direction orthogonal to the arrangement direction of the high-strength steel plate 102 and the low-strength steel plate 104, as shown in FIG. Due to the difference in elongation between the high-strength steel plate 106 and the high-strength steel plate 102, the position of the dissimilar material joint 110A where the medium-strength steel plate 106 and the high-strength steel plate 102 are joined, and the medium-strength steel plate 106 and the low-strength steel plate 104. The position of the dissimilar material joint 110B where the and are joined is shifted in the pulling direction.

この結果、パネル部材100は、S字状に変形する。つまり、プレス加工による絞り成形等により、パネル部材100を成形する際に当該パネル部材100の成形性が悪くなってしまう。なお、図4(B)は、パネル部材100の変形を分かりやすく見せるため、実際よりもパネル部材100の変形量を大きくして図示している。   As a result, the panel member 100 is deformed into an S shape. That is, when the panel member 100 is formed by drawing or the like by press working, the formability of the panel member 100 is deteriorated. 4B shows the deformation of the panel member 100 larger than the actual amount in order to make the deformation of the panel member 100 easier to understand.

また、図4(B)に示されるように、パネル部材100において、中強度鋼板106と高強度鋼板102とが接合された異種材接合部110Aの位置と、中強度鋼板106と低強度鋼板104とが接合された異種材接合部110Bの位置とが引張り方向にずれる場合、低強度鋼板104側では、高強度鋼板102及び中強度鋼板106と接合される頂点P’( 図4(A)参照)は、異種材接合部110Bの位置が引張り方向にずれる起点となる。このため、低強度鋼板104の頂部112側では、パネル部材100の成形時に、応力が集中し、局部伸び(くびれ)や破断(亀裂)が生じる場合がある。   4B, in the panel member 100, the position of the dissimilar material joint 110A where the medium-strength steel plate 106 and the high-strength steel plate 102 are joined, the medium-strength steel plate 106, and the low-strength steel plate 104. When the position of the dissimilar material joint 110B joined to each other is shifted in the tensile direction, the apex P ′ joined to the high-strength steel plate 102 and the medium-strength steel plate 106 on the low-strength steel plate 104 side (see FIG. 4A). ) Is a starting point where the position of the dissimilar material joint 110B is shifted in the pulling direction. For this reason, on the top 112 side of the low-strength steel plate 104, stress is concentrated when the panel member 100 is formed, and local elongation (necking) or fracture (cracking) may occur.

これに対して、本実施形態では、図2及び図3(B)に示されるように、高強度鋼板30と低強度鋼板32を接合させる異種材接合部36側において、レーザ51による接合時にフィラー材52を用いることで、当該異種材接合部36において接合強化部37が設けられ、接合強度を高くすることができる。その結果、異種材接合部36を介して、低強度鋼板32において、異種材接合部36側の伸び量を小さくすることができる。   On the other hand, in this embodiment, as shown in FIG. 2 and FIG. 3 (B), the filler at the time of joining by the laser 51 on the dissimilar material joining part 36 side for joining the high strength steel plate 30 and the low strength steel plate 32 is used. By using the material 52, the joining strengthening portion 37 is provided in the dissimilar material joining portion 36, and the joining strength can be increased. As a result, the amount of elongation on the dissimilar material joint part 36 side can be reduced in the low-strength steel plate 32 via the dissimilar material joint part 36.

異種材接合部36と異種材接合部18との交点Pは、当該異種材接合部18が引張り方向にずれる起点となるため、低強度鋼板32において、異種材接合部36側の伸び量を小さくすることで、少なくとも低強度鋼板32の頂部54側において、高強度鋼板30と低強度鋼板32との間で引張り方向のずれ量を低減させることができる。これにより、パネル部材50における変形量を小さくすることができ、低強度鋼板32に作用する応力集中は緩和され、パネル部材50において、成形時の破断(亀裂)を抑制することができる。   The intersection point P between the dissimilar material joint 36 and the dissimilar material joint 18 is a starting point where the dissimilar material joint 18 deviates in the tensile direction. Therefore, in the low-strength steel plate 32, the amount of elongation on the dissimilar material joint 36 side is reduced. By doing so, the amount of shift in the tensile direction can be reduced between the high-strength steel plate 30 and the low-strength steel plate 32 at least on the top 54 side of the low-strength steel plate 32. Thereby, the deformation amount in the panel member 50 can be reduced, the stress concentration acting on the low-strength steel plate 32 is alleviated, and the panel member 50 can be prevented from being broken (cracked) during forming.

すなわち、本実施形態では、高強度鋼板30よりも引張り強度が低い低強度鋼板32を含む3種類の板材において、パネル部材50の成形時等に応力が集中する低強度鋼板32と高強度鋼板30との異種材接合部36を補強し、強度バランスの最適化を図っている。   That is, in this embodiment, in three types of plate materials including a low strength steel plate 32 having a tensile strength lower than that of the high strength steel plate 30, the low strength steel plate 32 and the high strength steel plate 30 in which stress is concentrated when the panel member 50 is formed. In order to optimize the strength balance, the dissimilar material joint 36 is reinforced.

そして、これにより、引張り強度の異なる2種類の板材を含む3枚以上の板材を互いに接合させた場合であっても、引張り強度の低い低強度鋼板32における成形時の破断(亀裂)を抑制することができる、   Thus, even when three or more plate materials including two types of plate materials having different tensile strengths are joined to each other, a break (crack) at the time of forming in the low strength steel plate 32 having a low tensile strength is suppressed. be able to,

以上のように形成されたパネル部材50を含む図1に示すパネル部材10は、例えば、車両のフロアパネルに適用される。なお、フロアパネルとして適用される場合、図示はしないが、パネル部材10の幅方向の中央部12がトンネル部とされ、右側部14及び左側部16はそれぞれフロア部とされる。このため、プレス加工では、パネル部材10の中央部12が上方へ向かって突出される。なお、パネル部材10は、フロアパネル以外にもドア部材にも適用可能であり、パネル部材10の大きさや構成はこれに限るものではない。   The panel member 10 shown in FIG. 1 including the panel member 50 formed as described above is applied to, for example, a vehicle floor panel. When applied as a floor panel, although not shown, the central portion 12 in the width direction of the panel member 10 is a tunnel portion, and the right side portion 14 and the left side portion 16 are floor portions. For this reason, in press work, the center part 12 of the panel member 10 protrudes upwards. The panel member 10 can be applied to a door member in addition to the floor panel, and the size and configuration of the panel member 10 are not limited thereto.

一般に、鋼板において、強度を上げる場合、鋼板の材質が変わるため、その分コストが上がってしまう。また、鋼板において、剛性を上げる場合は、板厚を厚くするため、自動車用パネル部材として適用させた場合に、自動車の重量の増加を招き、燃費が悪くなってしまう。以上のことを鑑みて、鋼板における引張り強度、板厚は、車両の仕様上必要な強度と剛性のバランスを考慮して、本実施形態に限らず、適宜変更される。   In general, when the strength of a steel plate is increased, the material of the steel plate changes, which increases the cost. Further, when the rigidity of the steel plate is increased, the plate thickness is increased, so that when the steel plate is applied as an automobile panel member, the weight of the automobile is increased, and the fuel consumption is deteriorated. In view of the above, the tensile strength and thickness of the steel plate are not limited to this embodiment, and are appropriately changed in consideration of the balance between strength and rigidity required for vehicle specifications.

そして、以上のように、本実施形態におけるパネル部材50(図2参照)を適用させることで、パネル部材10(図1参照)の仕様に応じて、部分的に機械的特性を変えることができるため、車両の軽量化を図ると共に低コスト化を実現させることができる。   As described above, by applying the panel member 50 (see FIG. 2) in the present embodiment, the mechanical characteristics can be partially changed according to the specifications of the panel member 10 (see FIG. 1). Therefore, it is possible to reduce the weight of the vehicle and reduce the cost.

(その他の実施形態)
以上の実施形態では、図2に示されるように、パネル部材50において、高強度鋼板30と低強度鋼板32とを接合する異種材接合部36においてフィラー材52が用いられた旨の説明を行ったが、これに限るものではなく、高強度鋼板30及び低強度鋼板32と中強度鋼板24を接合する異種材接合部18においてもフィラー材52が用いられてもよい。
(Other embodiments)
In the above embodiment, as shown in FIG. 2, it is described that the filler material 52 is used in the dissimilar material joint portion 36 that joins the high-strength steel plate 30 and the low-strength steel plate 32 in the panel member 50. However, the present invention is not limited to this, and the filler material 52 may also be used in the dissimilar material joint 18 that joins the high-strength steel plate 30 and the low-strength steel plate 32 and the medium-strength steel plate 24.

また、本実施形態では、他の鋼板との相対的な評価により、便宜的に「低強度鋼板」、「中強度鋼板」、「高強度鋼板」とされるものであり、仕様上の絶対的な意味における低強度、中強度、高強度とは意味が異なる。   Further, in the present embodiment, it is referred to as “low-strength steel plate”, “medium-strength steel plate”, and “high-strength steel plate” for the sake of convenience by relative evaluation with other steel plates. The meaning is different from low strength, medium strength and high strength.

さらに、本実施形態では、パネル部材10に用いられる板材として鋼板を例に挙げて説明したが、板材は鋼板に限るものではない。例えば、アルミニウム合金等で形成された板材が用いられてもよい。   Furthermore, in this embodiment, although the steel plate was mentioned as an example and demonstrated as a board | plate material used for the panel member 10, a board | plate material is not restricted to a steel plate. For example, a plate material formed of an aluminum alloy or the like may be used.

また、本実施形態では、例えば、超高張力鋼板材として引張強度が980MPaの板材が用いられ、高張力鋼板材として引張強度が780MPa、590MPa、440MPaの板材が用いられているが、引張強度についてはこれらに限るものではなく、車種等に応じて適宜変更可能である。   In the present embodiment, for example, a plate material having a tensile strength of 980 MPa is used as the ultra-high-strength steel plate material, and a plate material having tensile strengths of 780 MPa, 590 MPa, and 440 MPa is used as the high-tensile steel plate material. Is not limited to these, and can be appropriately changed according to the vehicle type and the like.

ここで、本実施形態では、3種類の板材(鋼板)において、それぞれ引張り強度が異なる材質が適用された例について説明したが、これに限るものではない。例えば、第3板材については、第1板材及び第2板材と同じ材質が用いられてもよい。   Here, in the present embodiment, an example is described in which materials having different tensile strengths are applied to three types of plate materials (steel plates), but the present invention is not limited to this. For example, the same material as the first plate material and the second plate material may be used for the third plate material.

さらに、図1に示されるように、異種材接合部18、36を含む接合部において、本実施形態では直線とされているが、これらの接合部は直線に限るものではなく曲線であってもよい。したがって、鋼板の形状は矩形状に限るものではない。   Furthermore, as shown in FIG. 1, in the joint portion including the dissimilar material joint portions 18 and 36, the straight line is used in the present embodiment. However, these joint portions are not limited to a straight line and may be curved. Good. Therefore, the shape of the steel plate is not limited to a rectangular shape.

以上、本発明の実施形態の一例について説明したが、本発明の実施形態は、上記に限定されるものでなく、一実施形態及び各種の変形例を適宜組み合わせて用いても良いし、本発明の要旨を逸脱しない範囲において、種々なる態様で実施し得ることは勿論である。   As described above, an example of the embodiment of the present invention has been described. However, the embodiment of the present invention is not limited to the above, and one embodiment and various modifications may be used in combination as appropriate. Needless to say, the present invention can be implemented in various forms without departing from the gist of the invention.

10 パネル部材(自動車用パネル部材)
18 異種材接合部(第2接合部)
20 異種材接合部(第2接合部)
24 中強度鋼板(第3板材)
30 高強度鋼板(第1板材)
32 低強度鋼板(第2板材)
36 異種材接合部(第1接合部)
37 接合強化部
40 高強度鋼板(第1板材)
42 低強度鋼板(第2板材)
46 異種材接合部(第1接合部)
50 パネル部材(自動車用パネル部材)
10 Panel members (Automotive panel members)
18 Dissimilar material joint (second joint)
20 Dissimilar material joint (second joint)
24 Medium strength steel plate (third plate)
30 High-strength steel plate (first plate)
32 Low strength steel plate (second plate)
36 Dissimilar material joint (first joint)
37 Joint strengthening part 40 High strength steel plate (first plate)
42 Low strength steel plate (second plate)
46 Dissimilar material joint (first joint)
50 Panel members (Automotive panel members)

Claims (1)

金属製の第1板材と隣接された状態で第1接合部を介して接合され、前記第1板材よりも引張り強度が低い金属製の第2板材と、
前記第1板材及び前記第2板材と隣接された状態で、前記第1接合部と交差する第2接合部を介して、前記第1板材及び前記第2板材と接合された金属製の1以上の他の第3板材と、
少なくとも前記第1接合部に設けられ、当該第1接合部の接合強度を高くする接合強化部と、
を有する自動車用パネル部材。
A second plate made of metal that is bonded to the first plate made of metal in a state adjacent to the first plate and has a lower tensile strength than the first plate, and
One or more metal members joined to the first plate member and the second plate member through a second joint portion intersecting the first joint portion in a state adjacent to the first plate member and the second plate member. Other third plate material,
A bonding strengthening portion that is provided at least in the first bonding portion and increases the bonding strength of the first bonding portion;
An automotive panel member having
JP2017035203A 2017-02-27 2017-02-27 Panel member for motor vehicle Pending JP2018140411A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2017035203A JP2018140411A (en) 2017-02-27 2017-02-27 Panel member for motor vehicle

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2017035203A JP2018140411A (en) 2017-02-27 2017-02-27 Panel member for motor vehicle

Publications (1)

Publication Number Publication Date
JP2018140411A true JP2018140411A (en) 2018-09-13

Family

ID=63526223

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2017035203A Pending JP2018140411A (en) 2017-02-27 2017-02-27 Panel member for motor vehicle

Country Status (1)

Country Link
JP (1) JP2018140411A (en)

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