Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP6445230B2 - Columnar member for improving maximum reaction force and absorbed energy amount against bending deformation due to impact - Google Patents
[go: Go Back, main page]

JP6445230B2 - Columnar member for improving maximum reaction force and absorbed energy amount against bending deformation due to impact - Google Patents

Columnar member for improving maximum reaction force and absorbed energy amount against bending deformation due to impact Download PDF

Info

Publication number
JP6445230B2
JP6445230B2 JP2013148004A JP2013148004A JP6445230B2 JP 6445230 B2 JP6445230 B2 JP 6445230B2 JP 2013148004 A JP2013148004 A JP 2013148004A JP 2013148004 A JP2013148004 A JP 2013148004A JP 6445230 B2 JP6445230 B2 JP 6445230B2
Authority
JP
Japan
Prior art keywords
columnar member
side wall
reaction force
maximum reaction
respect
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2013148004A
Other languages
Japanese (ja)
Other versions
JP2015020474A (en
Inventor
祐介 常見
祐介 常見
智史 広瀬
智史 広瀬
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nippon Steel Corp
Original Assignee
Nippon Steel and Sumitomo Metal Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nippon Steel and Sumitomo Metal Corp filed Critical Nippon Steel and Sumitomo Metal Corp
Priority to JP2013148004A priority Critical patent/JP6445230B2/en
Publication of JP2015020474A publication Critical patent/JP2015020474A/en
Application granted granted Critical
Publication of JP6445230B2 publication Critical patent/JP6445230B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Body Structure For Vehicles (AREA)

Description

本発明は、自動車のボディー等に用いられる薄肉柱状部材に関する。   The present invention relates to a thin-walled columnar member used for an automobile body or the like.

自動車は、車両の軽量化と高剛性化のために、薄板を断面が所謂ハット形になるように塑性変形させて形成された柱状部材を互いに溶接して車体を形成している。また、自動車の衝突事故に際して客室の生存空間を確保するため、こうした柱状部材は、曲げ変形時の最大反力と吸収エネルギーを高めることが求められている。   2. Description of the Related Art In order to reduce the weight and rigidity of a vehicle, an automobile forms a vehicle body by welding columnar members formed by plastically deforming thin plates so that the cross section has a so-called hat shape. In addition, in order to secure a living space in the passenger compartment in the event of a car collision, such a columnar member is required to increase the maximum reaction force and absorbed energy during bending deformation.

例えば、特許文献1には、対向する一対の側面(壁面部)に複数の凸部を設け、曲げ変形初期の屈曲部における断面外向きの面外変形を抑制して、曲げ抗力特性をより向上させた車両用フレーム構造が開示されている。   For example, in Patent Document 1, a plurality of convex portions are provided on a pair of opposite side surfaces (wall surface portions), and the bending resistance characteristics are further improved by suppressing the outward deformation of the bending portion at the initial stage of bending deformation. A vehicle frame structure is disclosed.

特開2011−16409号公報JP 2011-16409 A

然しながら、特許文献1に記載の車両用フレーム構造では、凸部を側壁に一様に形成しなければならず、柱状部材に適用するためには、加工が非常に困難である。   However, in the vehicle frame structure described in Patent Document 1, the protrusions must be uniformly formed on the side wall, and it is very difficult to process the column member.

本発明は、こうした従来技術の問題を解決することを目的としており、簡単な構成で曲げ変形に対する最大反力および吸収エネルギー量を高めたハット形断面を有した柱状部材を提供することを目的としている。   An object of the present invention is to provide a columnar member having a hat-shaped cross section in which the maximum reaction force against bending deformation and the amount of absorbed energy are increased with a simple configuration. Yes.

上述の目的を達成するために、本発明によれば、所定の主軸線に沿って延設された上壁と、該上壁の両側縁に沿って延設された側壁と、該側壁において上壁とは反対側の縁部に沿って延設されたフランジ部とを有して、前記軸線に垂直な断面が略ハット形を呈する柱状部材において、
前記上壁および前記主軸線に対して垂直な平面と前記側壁表面との交線により規定される軸線を挟んで線対称に配置された少なくとも一対のビード部が前記側壁に形成されていることを特徴とする柱状部材が提供される。
In order to achieve the above object, according to the present invention, an upper wall extending along a predetermined main axis, side walls extending along both side edges of the upper wall, In a columnar member having a flange portion extending along the edge opposite to the wall, and having a substantially hat-shaped cross section perpendicular to the axis,
At least a pair of bead portions arranged symmetrically with respect to an axis defined by a line of intersection between the upper wall and a plane perpendicular to the main axis and the side wall surface is formed on the side wall. A featured columnar member is provided.

本発明によれば、ハット形断面を有した柱状部材の側壁に少なくとも一対のビード部を柱状部材の上壁および柱状部材の長手方向に延びる主軸線に対して垂直な平面と柱状部材の側壁表面との交線により規定される軸線を挟んで線対称に配置することによって、前記軸線方向の外力による曲げ変形に対する最大反力と吸収エネルギーとを高めることが可能となる。   According to the present invention, at least a pair of bead portions are provided on the side wall of the columnar member having a hat-shaped cross section, and the plane surface perpendicular to the main wall extending in the longitudinal direction of the columnar member and the columnar member and the side wall surface of the columnar member It is possible to increase the maximum reaction force and the absorbed energy against the bending deformation due to the external force in the axial direction by arranging the lines symmetrically with respect to the axis defined by the intersecting line with.

また、特許文献1の発明では、部材側壁の断面外向きの変形を抑制することによってのみ、抵抗力および吸収エネルギーを高めているが、本発明では、ビード部を設けることによって、衝突による変形に対して側壁の断面外向きの変形が抑制され、これによって抵抗力と吸収するエネルギー量が高まるだけではなく、ビード部が潰れずに残り、残ったビード部の端部に位置する部分が互いに接触することによって、そこが支点となって変形に抵抗し抵抗力および吸収エネルギー量が高まる。   Further, in the invention of Patent Document 1, the resistance force and the absorbed energy are increased only by suppressing the outward deformation of the member side wall in the cross section. However, in the present invention, by providing the bead portion, the deformation due to the collision is prevented. On the other hand, the outward deformation of the side wall of the side wall is suppressed, which not only increases the resistance and the amount of energy absorbed, but also keeps the bead portion unbroken and the portions located at the end of the remaining bead portion contact each other. By doing so, it becomes a fulcrum and resists deformation, increasing the resistance and the amount of absorbed energy.

図2の矢視線I-Iの方向に見た本発明の好ましい実施の形態によるハット形断面を有した柱状部材の端面図である。FIG. 3 is an end view of a columnar member having a hat-shaped cross section according to a preferred embodiment of the present invention as viewed in the direction of arrow I-I in FIG. 2. 図1の矢視II-IIの方向に見たハット形断面を有した柱状部材の側面図である。It is a side view of the columnar member which has the hat-shaped cross section seen in the direction of arrow II-II of FIG. シミュレーションで用いた柱状部材の概略寸法を説明するための略図である。It is the schematic for demonstrating the approximate dimension of the columnar member used by simulation. シミュレーションを行った衝突系を説明するための略図である。It is the schematic for demonstrating the collision system which performed simulation. 一対のビード部を有した本発明の柱状部材のシミュレーション結果を示す図である。It is a figure which shows the simulation result of the columnar member of this invention which has a pair of bead part. ビード部を備えていない比較例の柱状部材のシミュレーション結果を示す図である。It is a figure which shows the simulation result of the columnar member of the comparative example which is not provided with the bead part. 本発明の柱状部材と比較例の柱状部材とにつきストライカーの変位に対する反力の変化を示すグラフである。It is a graph which shows the change of the reaction force with respect to the displacement of a striker about the columnar member of this invention and the columnar member of a comparative example. 本発明の柱状部材と比較例の柱状部材とにつきストライカーの変位に対するエネルギー吸収量の変化を示すグラフである。It is a graph which shows the change of the energy absorption amount with respect to the displacement of a striker about the columnar member of this invention and the columnar member of a comparative example. ビード部の先端点の位置を変更した複数の本発明の柱状部材について、最大反力の変化を比較した棒グラフである。It is the bar graph which compared the change of the maximum reaction force about the several columnar member of this invention which changed the position of the front-end | tip point of a bead part. ビード部の先端点の位置を変更した複数の本発明の柱状部材について、吸収エネルギーの変化を比較した棒グラフである。It is the bar graph which compared the change of the absorbed energy about the several columnar member of this invention which changed the position of the front-end | tip point of a bead part. ビード部の先端点の位置を変更した複数の本発明の柱状部材について、ストライカーの変位に対する反力の変化を示す図7と同様のグラフである。It is the same graph as FIG. 7 which shows the change of the reaction force with respect to the displacement of a striker about the several columnar member of this invention which changed the position of the front-end | tip point of a bead part. ビード部の先端点の位置を変更した複数の本発明の柱状部材について、ストライカーの変位に対するエネルギー吸収量の変化を示す図8と同様のグラフである。It is the same graph as FIG. 8 which shows the change of the energy absorption amount with respect to the displacement of a striker about the several columnar member of this invention which changed the position of the front-end | tip point of a bead part.

以下、図1、2を参照して、本発明の好ましい実施の形態を説明する。
柱状部材10は、図1の紙面に垂直な直線状の主軸線Omに沿って延びる平板状の上壁12と、該上壁12の両側縁部12a、bに沿って延設された側壁14、16と、各側壁14、16の反対側の縁部14a、16aに沿って延設されたフランジ部18、20とを具備して、該柱状部材10の主軸線Omの方向である長手方向に対して垂直な平面で切断した断面(横断面)が概ねハット形となっている。
A preferred embodiment of the present invention will be described below with reference to FIGS.
The columnar member 10 includes a flat plate-like upper wall 12 extending along a linear main axis Om perpendicular to the paper surface of FIG. 1 and side walls 14 extending along both side edges 12a and 12b of the upper wall 12. , 16 and flange portions 18, 20 extending along the opposite edge portions 14 a, 16 a of the side walls 14, 16, the longitudinal direction being the direction of the main axis Om of the columnar member 10 A cross section (cross section) cut along a plane perpendicular to the cross section is generally a hat shape.

柱状部材10の側壁14、16には、ビード部22、24が設けられている。図1、2に示す実施形態では、ビード部22、24は、上壁12および主軸線Omに対して垂直な平面と前記側壁との交線である軸線Oを中心として互いに線対称に配置されており、かつ、上壁12へ向けて互いに接近するように、つまり、外力Fとは反対の方向に収斂するように、軸線Oに対して角度αを以って傾斜して延びる中心軸線Ocに沿って延設されている。また、図1、2に示す実施形態では、ビード部22、24は、側壁14、16から内側に突出するように形成されている。然しながら、ビード部22、24は、図1において二点差線で示すように、側壁14、16から外側に突出するように形成してもよい。   Bead portions 22 and 24 are provided on the side walls 14 and 16 of the columnar member 10. In the embodiment shown in FIGS. 1 and 2, the bead portions 22 and 24 are arranged symmetrically with respect to each other about the axis O that is the intersection of the upper wall 12 and the plane perpendicular to the main axis Om and the side wall. And a central axis Oc extending at an angle α with respect to the axis O so as to approach each other toward the upper wall 12, that is, to converge in a direction opposite to the external force F. It is extended along. In the embodiment shown in FIGS. 1 and 2, the bead portions 22 and 24 are formed so as to protrude inward from the side walls 14 and 16. However, the bead portions 22 and 24 may be formed so as to protrude outward from the side walls 14 and 16 as indicated by a two-dot chain line in FIG.

本発明を適用したハット形断面を有した柱状部材10の上壁12に軸線O沿いに外力Fが作用したときの柱状部材10の変形挙動のシミュレーション(数値解析)し、これをビードを備えていない比較例と比較した。比較例は、ビードを備えていない点を除いて、本発明の柱状部材10と同一の形状を有している。   A simulation (numerical analysis) of the deformation behavior of the columnar member 10 when an external force F is applied along the axis O to the upper wall 12 of the columnar member 10 having a hat-shaped cross section to which the present invention is applied is provided with a bead. Compared with no comparative examples. The comparative example has the same shape as the columnar member 10 of the present invention except that the bead is not provided.

シミュレーションで用いた柱状部材10の概略寸法を図3に示す。図3において、柱状部材10は長さ1000mm、上壁12の幅60mm、最大幅(フランジ18、20の外縁間の距離)120mm、フランジ部18、20の各々の幅20mm、側壁14、16の高さ60mmとなっている。側壁14、16には、図2に示すようなビード22、24が形成されている。ビード22、24は、軸線Oに対して45°傾斜しており、幅4mm、長さ約56.6mm、高さ約2mmである。   The schematic dimensions of the columnar member 10 used in the simulation are shown in FIG. In FIG. 3, the columnar member 10 has a length of 1000 mm, a width of the upper wall 12 of 60 mm, a maximum width (distance between outer edges of the flanges 18 and 20) of 120 mm, a width of each of the flange portions 18 and 20, 20 mm, and the side walls 14 and 16. The height is 60 mm. Beads 22 and 24 as shown in FIG. 2 are formed on the side walls 14 and 16. The beads 22 and 24 are inclined by 45 ° with respect to the axis O, have a width of 4 mm, a length of about 56.6 mm, and a height of about 2 mm.

上述の柱状部材10および比較例の柱状部材を、図4に示すように、支点としての一対の円柱30、32間に架け渡し、質量200Kgの円柱状剛体40をストライカーとして、矢印で示すように上壁12に衝突させたときの柱状部材10の変形挙動をシミュレーションした。なお、支点としての円柱30、32は、直径50mmで、柱状部材10のフランジ部18、20との接点Pt1、Pt2間の距離(スパン)700mmを置いて互いに離間させて固定されている、つまりストライカー衝突時に移動しない条件でシミュレーションを行った。上壁12へのストライカーの衝突速度は10m/sである。   As shown in FIG. 4, the above-described columnar member 10 and the columnar member of the comparative example are bridged between a pair of cylinders 30 and 32 as fulcrums, and a columnar rigid body 40 having a mass of 200 kg is used as a striker, as indicated by an arrow. The deformation | transformation behavior of the columnar member 10 when making it collide with the upper wall 12 was simulated. The cylinders 30 and 32 as fulcrums are 50 mm in diameter and are fixed apart from each other with a distance (span) of 700 mm between the contacts Pt1 and Pt2 with the flange portions 18 and 20 of the columnar member 10. The simulation was performed under the condition of not moving at the striker collision. The collision speed of the striker to the upper wall 12 is 10 m / s.

シミュレーション結果を図5、6に示す。図5は、本発明による柱状部材10の変形挙動を示し、図6は、比較例の柱状部材の変形挙動を示している。ストライカー40が衝突すると、柱状部材は、本発明の場合でも比較例の場合でも、柱状部材は、軸線Oに沿って上壁12が凹むように曲げ変形を受け、側壁14、16は外側に膨出しながら略V字形に変形し、その結果、柱状部材は矢印Aの方向に凹むように軸線Oを中心として全体的に折れ曲がるように変形する。その際、本発明による柱状部材10では、ストライカー40の衝突後に側壁12が略V字形に変形する過程で、ビード部22、24は、中心軸線Ocに垂直な方向に潰れるように変形する。そして、略V字形に変形した側壁において、潰れたビード部22、24の中心軸線Ocに近い側の端部に位置する点Pが互いに接触し、ここが支点となって、側壁が変形しにくくなると共に、ストライカーの移動(変位)を阻止する。つまり、本発明では、(1)ビード部22、24を設けることによって、ストライカー40の衝突による変形に対して、側壁の断面外向きの変形が抑制され、これによって抵抗力が向上すると共に、吸収するエネルギー量が高まり、(2)それに加えて、潰れずに残ったビード部22、24の中心軸線Ocに近い側の端部に位置する点Pが互いに接触することによって抵抗力および吸収エネルギー量が高まるのである。これに対して比較例では、側壁の変形が進行して、本発明による柱状部材と比較して大きく屈曲する。   The simulation results are shown in FIGS. FIG. 5 shows the deformation behavior of the columnar member 10 according to the present invention, and FIG. 6 shows the deformation behavior of the columnar member of the comparative example. When the striker 40 collides, the columnar member is bent and deformed so that the upper wall 12 is recessed along the axis O in both the case of the present invention and the comparative example, and the side walls 14 and 16 bulge outward. As a result, the columnar member is deformed so as to be bent entirely around the axis O so as to be recessed in the direction of the arrow A. At that time, in the columnar member 10 according to the present invention, the bead portions 22 and 24 are deformed so as to be crushed in a direction perpendicular to the central axis Oc in a process in which the side wall 12 is deformed into a substantially V shape after the striker 40 collides. Then, in the side wall deformed into a substantially V shape, the points P located at the ends of the collapsed bead portions 22 and 24 on the side close to the central axis Oc are in contact with each other, and this serves as a fulcrum and the side wall is difficult to deform. At the same time, the movement (displacement) of the striker is prevented. In other words, in the present invention, (1) by providing the bead portions 22 and 24, the deformation of the side wall in the cross section outward is suppressed against the deformation due to the collision of the striker 40, thereby improving the resistance and absorbing. (2) In addition, the resistance P and the amount of energy absorbed by the points P located at the ends of the bead portions 22, 24 remaining without being crushed close to the center axis Oc contact each other. Will increase. On the other hand, in the comparative example, the deformation of the side wall proceeds, and the side wall is greatly bent as compared with the columnar member according to the present invention.

図7は、ストライカー40の軸線O方向の変位に対する反力の変化を示している。
比較例による柱状部材では、ストライカー40の変位に対して反力が漸減し、最終段階で柱状部材の略V字形に変形した側壁が、潰れずに残ったビード部22、24の端部に位置する点Pで互いに接触するために反力が増加するのに対し、本発明による柱状部材では、側壁が点Pで当接した時点で反力が早期に増加し、ストライカー40の変位も比較例よりも小さくなっている。
FIG. 7 shows a change in the reaction force with respect to the displacement of the striker 40 in the axis O direction.
In the columnar member according to the comparative example, the reaction force gradually decreases with respect to the displacement of the striker 40, and the side wall of the columnar member deformed into a substantially V shape at the final stage is located at the end of the bead portions 22 and 24 that remain without being crushed. In contrast to the columnar member according to the present invention, the reaction force increases early when the side wall abuts at the point P, and the displacement of the striker 40 is also a comparative example. Is smaller than

図8は、ストライカー40の軸線O方向の変位に対する柱状部材10のエネルギー吸収量を示している。図8から、本発明による柱状部材10は、比較例による柱状部材よりも小さな変位で同等のエネルギーを吸収していることが理解されよう。   FIG. 8 shows the energy absorption amount of the columnar member 10 with respect to the displacement of the striker 40 in the axis O direction. It will be understood from FIG. 8 that the columnar member 10 according to the present invention absorbs the same energy with a smaller displacement than the columnar member according to the comparative example.

更に、側壁14、16に設けたビード22、24の軸線Oに対する傾斜角度αを変更して、最大反力および吸収エネルギーの変化を比較した。比較結果を表1に示す。
Furthermore, the inclination angle α with respect to the axis O of the beads 22 and 24 provided on the side walls 14 and 16 was changed, and the changes in the maximum reaction force and the absorbed energy were compared. The comparison results are shown in Table 1.

表1からは、ビード22、24を側壁14、16に設けたことの効果は傾斜角度αの広い範囲で認められるが、α=20°〜75°の範囲で効果が高く、特にα=45°のときに最大反力も吸収エネルギーも最大となり、最も高い効果が得られることが理解れよう。   From Table 1, the effect of providing the beads 22 and 24 on the side walls 14 and 16 is recognized in a wide range of the inclination angle α, but the effect is high in the range of α = 20 ° to 75 °, particularly α = 45. It will be understood that the maximum reaction force and absorbed energy are maximized at °, and the highest effect is obtained.

更に、ビード22、24の先端点Pfの位置を変更して、最大反力および吸収エネルギーの変化を比較した。比較結果を表2および図9、10に示す。なお、表2において、Dxは上壁12に平行な方向への軸線Oから先端点Pまでの距離であり、Dyは上壁12に垂直な方向への上壁12から先端点Pまでの距離である。
Furthermore, the position of the tip point Pf of the beads 22 and 24 was changed, and the changes in the maximum reaction force and the absorbed energy were compared. The comparison results are shown in Table 2 and FIGS. In Table 2, Dx is the distance from the axis O in the direction parallel to the upper wall 12 to the tip point P, and Dy is the distance from the upper wall 12 to the tip point P in the direction perpendicular to the upper wall 12. It is.

表2および図9、10からは、最大反力、吸収エネルギー共に、上壁12からの距離Dyよりも、軸線Oからの距離Dxの変化に対して感受性が高く、Dx=5mm、Dy=5mmの場合に両者共に最大となることが理解されよう。   From Table 2 and FIGS. 9 and 10, both the maximum reaction force and the absorbed energy are more sensitive to changes in the distance Dx from the axis O than the distance Dy from the upper wall 12, and Dx = 5 mm and Dy = 5 mm. It will be understood that both cases are maximized in the case of.

なお、ビード部22、24は、柱状部材10の両側壁14、16に形成されているように説明したが、本発明はこれに限定されず、側壁14、16の何れか一方にビード部22、24を形成しても、最大反力および吸収エネルギーを高めることが可能となる。   The bead portions 22 and 24 are described as being formed on the side walls 14 and 16 of the columnar member 10, but the present invention is not limited to this, and the bead portion 22 is provided on one of the side walls 14 and 16. , 24, the maximum reaction force and absorbed energy can be increased.

本発明は、自動車の車体に適用可能である。   The present invention can be applied to the body of an automobile.

10 柱状部材
12 上壁
14 側壁
16 側壁
18 フランジ部
20 フランジ部
22 ビード部
24 ビード部
30 円柱部材
32 円柱部材
40 ストライカー
DESCRIPTION OF SYMBOLS 10 Columnar member 12 Upper wall 14 Side wall 16 Side wall 18 Flange part 20 Flange part 22 Bead part 24 Bead part 30 Cylindrical member 32 Cylindrical member 40 Striker

Claims (4)

所定の主軸線に沿って延設された上壁と、該上壁の両側縁に沿って延設された側壁と、該側壁において上壁とは反対側の縁部に沿って延設されたフランジ部とを有して、前記軸線に垂直な断面が略ハット形を呈する柱状部材において、
前記上壁および前記主軸線に対して垂直な平面と前記側壁表面との交線により規定される軸線を挟んで線対称に配置された少なくとも一対のビード部が前記側壁に形成され、該ビード部は、前記軸線に対して前記側壁の表面内で20〜75°の角度を以って傾斜した中心軸線に沿って延設されていることを特徴とする衝突による曲げ変形に対する最大反力および吸収エネルギー量向上用の柱状部材。
An upper wall extending along a predetermined main axis, side walls extending along both side edges of the upper wall, and extending along an edge of the side wall opposite to the upper wall In a columnar member having a flange portion, and a cross section perpendicular to the axis exhibits a substantially hat shape,
At least a pair of bead portions arranged symmetrically with respect to an axis defined by an intersection line between the upper wall and a plane perpendicular to the main axis and the side wall surface is formed on the side wall, and the bead portion Is extended along a central axis inclined at an angle of 20 to 75 ° in the surface of the side wall with respect to the axis, and a maximum reaction force and absorption against bending deformation due to collision Columnar member for improving energy.
前記ビード部は、前記側壁の内側に突出している請求項1に記載の衝突による曲げ変形に対する最大反力および吸収エネルギー量向上用の柱状部材。   The columnar member for improving the maximum reaction force and the amount of absorbed energy with respect to bending deformation due to a collision according to claim 1, wherein the bead portion protrudes inside the side wall. 前記ビード部は、前記側壁の外側に突出している請求項1に記載の衝突による曲げ変形に対する最大反力および吸収エネルギー量向上用の柱状部材。 The columnar member for improving the maximum reaction force and the amount of absorbed energy with respect to bending deformation due to a collision according to claim 1, wherein the bead portion protrudes outside the side wall. 前記側壁は、複数対の前記ビード部を含んでいる請求項1〜3の何れか1項に記載の衝突による曲げ変形に対する最大反力および吸収エネルギー量向上用の柱状部材。   The columnar member for improving the maximum reaction force and the amount of absorbed energy with respect to bending deformation due to a collision according to any one of claims 1 to 3, wherein the side wall includes a plurality of pairs of bead portions.
JP2013148004A 2013-07-16 2013-07-16 Columnar member for improving maximum reaction force and absorbed energy amount against bending deformation due to impact Active JP6445230B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2013148004A JP6445230B2 (en) 2013-07-16 2013-07-16 Columnar member for improving maximum reaction force and absorbed energy amount against bending deformation due to impact

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2013148004A JP6445230B2 (en) 2013-07-16 2013-07-16 Columnar member for improving maximum reaction force and absorbed energy amount against bending deformation due to impact

Publications (2)

Publication Number Publication Date
JP2015020474A JP2015020474A (en) 2015-02-02
JP6445230B2 true JP6445230B2 (en) 2018-12-26

Family

ID=52485341

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2013148004A Active JP6445230B2 (en) 2013-07-16 2013-07-16 Columnar member for improving maximum reaction force and absorbed energy amount against bending deformation due to impact

Country Status (1)

Country Link
JP (1) JP6445230B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7453538B2 (en) * 2020-05-14 2024-03-21 日本製鉄株式会社 columnar member

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3477914B2 (en) * 1995-06-19 2003-12-10 日産自動車株式会社 Pillar structure
JP3394142B2 (en) * 1996-10-25 2003-04-07 富士重工業株式会社 Frame structure of vehicle body
JP3674586B2 (en) * 2002-01-16 2005-07-20 日産自動車株式会社 Body frame reinforcement structure

Also Published As

Publication number Publication date
JP2015020474A (en) 2015-02-02

Similar Documents

Publication Publication Date Title
JP5802190B2 (en) Car cabin side wall structure
JP5261490B2 (en) Shock absorbing member
CN103459239B (en) Metallic hollow column-like member
JP6184130B2 (en) Cylindrical structure for automobile frame structure and automobile frame structure
JP5549964B2 (en) Frame structure for vehicles with excellent collision resistance
US9126551B2 (en) Shock absorber for motor vehicles
KR101558340B1 (en) Shock-absorbing member
JP5928297B2 (en) Crash performance evaluation method of compression bending part
CN106660437B (en) Door collision prevention girders
WO2016035501A1 (en) Vehicle bumper beam
CN103717479A (en) Motor vehicle body shell chassis frame side rail of octagonal cross section and vehicle fitted with such chassis frame side rails
CN103717938B (en) impact absorbing member
JP6268780B2 (en) Columnar member
JP6445230B2 (en) Columnar member for improving maximum reaction force and absorbed energy amount against bending deformation due to impact
CN103732942B (en) Impact absorbing member
JP5440318B2 (en) Body front structure
CN203094190U (en) An energy-absorbing structure of an automobile front beam
JP6123403B2 (en) Vehicle framework member structure with excellent crash resistance performance and collision performance calculation method for vehicle framework member structure
CN106458121A (en) Structural member for automobile
JP5486250B2 (en) Shock absorber and bumper device for vehicle
CN104918831A (en) Assembly comprising a motor vehicle front beam and two front shock absorbers made of sheet steel
JP2023049757A (en) Punch for three-point bending evaluation test and three-point bending evaluation test method
JP2016088236A (en) Automobile hood panel
JP2020020386A (en) Shock absorber
JP2014070707A (en) Cylindrical energy absorption member

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20160303

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20161207

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20170110

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20170309

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20170404

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20181015

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20181129

R151 Written notification of patent or utility model registration

Ref document number: 6445230

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R151

S533 Written request for registration of change of name

Free format text: JAPANESE INTERMEDIATE CODE: R313533

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350