WO2010113894A1 - Vehicle bumper beam - Google Patents

Vehicle bumper beam Download PDF

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Publication number
WO2010113894A1
WO2010113894A1 PCT/JP2010/055603 JP2010055603W WO2010113894A1 WO 2010113894 A1 WO2010113894 A1 WO 2010113894A1 JP 2010055603 W JP2010055603 W JP 2010055603W WO 2010113894 A1 WO2010113894 A1 WO 2010113894A1
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WO
WIPO (PCT)
Prior art keywords
web
flange
bumper beam
front flange
thickness
Prior art date
Application number
PCT/JP2010/055603
Other languages
French (fr)
Japanese (ja)
Inventor
拓則 山口
知和 中川
雅男 杵渕
徹 橋村
美枝 橘
Original Assignee
株式会社神戸製鋼所
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 株式会社神戸製鋼所 filed Critical 株式会社神戸製鋼所
Publication of WO2010113894A1 publication Critical patent/WO2010113894A1/en

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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B60VEHICLES IN GENERAL
    • B60RVEHICLES, VEHICLE FITTINGS, OR VEHICLE PARTS, NOT OTHERWISE PROVIDED FOR
    • B60R19/00Wheel guards; Radiator guards, e.g. grilles; Obstruction removers; Fittings damping bouncing force in collisions
    • B60R19/02Bumpers, i.e. impact receiving or absorbing members for protecting vehicles or fending off blows from other vehicles or objects
    • B60R19/18Bumpers, i.e. impact receiving or absorbing members for protecting vehicles or fending off blows from other vehicles or objects characterised by the cross-section; Means within the bumper to absorb impact
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B60VEHICLES IN GENERAL
    • B60RVEHICLES, VEHICLE FITTINGS, OR VEHICLE PARTS, NOT OTHERWISE PROVIDED FOR
    • B60R19/00Wheel guards; Radiator guards, e.g. grilles; Obstruction removers; Fittings damping bouncing force in collisions
    • B60R19/02Bumpers, i.e. impact receiving or absorbing members for protecting vehicles or fending off blows from other vehicles or objects
    • B60R19/18Bumpers, i.e. impact receiving or absorbing members for protecting vehicles or fending off blows from other vehicles or objects characterised by the cross-section; Means within the bumper to absorb impact
    • B60R2019/1806Structural beams therefor, e.g. shock-absorbing
    • B60R2019/1813Structural beams therefor, e.g. shock-absorbing made of metal
    • B60R2019/182Structural beams therefor, e.g. shock-absorbing made of metal of light metal, e.g. extruded

Definitions

  • the present invention relates to a vehicle bumper beam attached to a vehicle such as an automobile.
  • the main role of the bumper beam 101 attached to the vehicle 100 is to deform itself and absorb energy when it collides with the obstacle 200, and transmit the collision load to the left and right side members 102. Then, the energy at the time of collision is absorbed by deforming the side member 102. That is, the bumper beam itself is deformed at the time of collision, and the deformation of the cabin 103 is suppressed by deforming the side member 102, so that the occupant can be protected from impact. From such a viewpoint, a bumper beam capable of more effectively absorbing shock is demanded. On the other hand, it is desired to reduce the weight of the bumper beam from the viewpoint of reducing the weight of the vehicle and improving the controllability of the vehicle.
  • Patent Documents 1 to 4 are known as bumper beams in which the cross-sectional shape is devised.
  • Patent Document 1 a connecting wall portion that connects the front wall portion and the rear wall portion is formed so that the second moment of section gradually decreases from the front wall portion toward the rear wall portion, and the rear portion is bent via the bent portion.
  • a bumper reinforce connected to the wall is disclosed. According to this configuration, it is possible to absorb an impact acting on the bumper lean force without providing an impact absorbing member between the bumper lean force and the vehicle body frame.
  • a bumper reinforcement for a vehicle in which the thickness of the connecting portion of the front flange, the upper web, the intermediate web, and the lower web is made thicker than the thickness of the portion other than the connecting portion. ) Is disclosed. According to this configuration, a lightweight configuration and a large energy absorption amount can be achieved.
  • an upper thick portion protrudes upward from the vehicle body at the front end portion of the upper wall portion which is the upper end portion of the front wall portion.
  • the wall thickness is greater than the wall thickness of the front wall.
  • a lower thick portion protrudes from the front end of the lower wall portion, which is the lower end portion of the front wall portion, toward the lower side of the vehicle body, and the thickness of the lower thick portion is larger than the thickness of the front wall portion.
  • the lateral wall portion that connects the front wall portion and the rear wall portion has a wall thickness in the vicinity of the central portion of the bumper beam that is connected to the front wall portion or the rear wall portion. It is formed to be thinner than the wall thickness in the vicinity. According to this configuration, the buckling deformation of the bumper beam can be stably generated.
  • Japanese Unexamined Patent Publication No. 2005-306294 Japanese Unexamined Patent Publication No. 2003-182481 Japanese Unexamined Patent Publication No. 2005-212587 Japanese Unexamined Patent Publication No. 2000-318549
  • a bumper beam having a light weight and high shock absorption has been proposed, its characteristics are not sufficient, and further reduction in weight of the bumper beam and improvement in shock absorption are desired.
  • the bumper beam bends or breaks at the time of a collision, there is a fear that the transmission of impact load from the bumper beam to the side member may be insufficient. In this case, the side member is not sufficiently deformed, and the impact energy cannot be sufficiently absorbed.
  • an object of the present invention is to provide a vehicle bumper beam that is lightweight and capable of more reliably transmitting an impact load to a side member.
  • the vehicle bumper beam according to the present invention has the following features in order to achieve the above object. That is, the vehicular bumper beam of the present invention includes the following features alone or in combination.
  • the first feature of the vehicle bumper beam according to the present invention is a plate-like front flange, a plate-like flange that is disposed opposite the front flange and connected to the front end of the side member.
  • a longitudinal flange closed by the front flange, the rear flange, and the plurality of webs, the rear flange, and a plurality of plate-shaped webs connecting the front flange and the rear flange.
  • a vehicular bumper beam configured to have a cross section, wherein the thickness of the web gradually decreases from a connection portion between the web and the front flange to an intermediate portion between the front flange and the rear flange.
  • the intermediate portion is constant from the connecting portion to the rear flange
  • the plate thickness of the front flange is the web and the rear flange. Wherein is greater than the plate thickness of the web at the connecting portion between.
  • the buckling load in the vicinity of the front flange of the web can be increased.
  • the buckling of the web in the vicinity of the front flange can be suppressed.
  • the stress generated in the web at the time of the collision becomes the largest at the connection portion with the front flange after the collision and becomes smaller as it approaches the rear flange.
  • the thickness of the web is gradually decreased from the connecting portion with the front flange toward the intermediate portion, thereby preventing the occurrence of buckling while suppressing an increase in weight.
  • the buckling of the web is prevented, so that the compressive deformation of the bumper beam in its cross-sectional shape is suppressed.
  • the bending strength of the bumper beam can be maintained at the time of collision.
  • the bending deformation of the bumper beam at the time of collision is suppressed, and the impact load can be more reliably transmitted to the side member.
  • the inventor of the present application has found that in the initial buckling after the collision, the entire front flange is deformed so as to bend. Therefore, it is possible to effectively suppress the deformation of the cross-sectional shape of the bumper beam by making the plate thickness of the front flange larger than the plate thickness of the web at the connection portion with the rear flange as in the above configuration. Become.
  • a second feature of the bumper beam for a vehicle according to the present invention is that the length of the portion where the thickness of the web gradually decreases in the direction from the front flange to the rear flange is the web in the same direction. 30 to 50% of the total length.
  • the length of the portion where the web thickness is gradually reduced is set to 30% or more of the total length of the web, thereby ensuring the occurrence of buckling in the portion where the web thickness is constant. Can be prevented. Moreover, the increase in the weight of a bumper beam can be suppressed by making the length of the part where the plate
  • the third feature of the vehicle bumper beam according to the present invention is that the thickness of the web at the connection portion between the web and the front flange is such that the web plate at the connection portion between the web and the rear flange. It is 120 to 200% of the thickness.
  • the thickness of the web at the connecting portion between the web and the front flange is set to 120% or more of the thickness of the web at the connecting portion between the web and the rear flange, so that in the vicinity of the front flange of the web.
  • the occurrence of buckling can be prevented.
  • the increase in the weight of the bumper beam can be suppressed by setting the thickness of the web at the connecting portion between the web and the front flange to 200% or less of the thickness of the web at the connecting portion between the web and the rear flange. .
  • the web includes an upper end web connecting the upper end of the front flange and the upper end of the rear flange, the lower end of the front flange, and the rear flange.
  • a lower end web that connects the lower end of the front flange, and an intermediate web that connects the vertical intermediate portion of the front flange and the vertical intermediate portion of the rear flange, the plate thickness of the upper end web and the lower end web being And gradually decreasing from the connecting portion with the front flange to the intermediate portion between the front flange and the rear flange, and constant from the intermediate portion to the connecting portion with the rear flange
  • the plate thickness of the upper end web in the connecting portion is equal to the plate thickness of the lower end web
  • the plate thickness of the upper end web in the connecting portion with the rear flange and the Equal to the thickness of the end web and the upper end is that equal the web and the length from the front flange in a direction toward the rear flange of the lower end portion of
  • the buckling of the upper end web and the lower end web in the vicinity of the front flange can be delayed, and the load bearing capacity of the bumper beam can be further increased.
  • the bumper beam capable of more reliably transmitting the impact load to the side member can be configured with a light weight.
  • FIG. 1 is a schematic perspective view showing a bumper beam 1 according to an embodiment of the present invention.
  • FIG. 3 is a schematic cross-sectional view taken along the line AA of the bumper beam shown in FIG. 2. It is a figure which shows the analysis result about the relationship between the weight and load-bearing force in the bumper beam of embodiment of this invention and a conventional structure.
  • (A)-(c) is a schematic diagram which shows the cross-sectional deformation
  • (A) is a schematic diagram which shows the cross-sectional deformation
  • (b) is a schematic diagram which shows the cross-sectional deformation
  • (A) is a figure for demonstrating a 3 point
  • (b) is a figure for demonstrating the relationship between an indenter pushing amount and reaction force.
  • FIG. 2 is a schematic perspective view showing the bumper beam 1 according to the embodiment of the present invention.
  • FIG. 3 is a schematic cross-sectional view taken along the line AA of the bumper beam 1 shown in FIG. 2.
  • the AA cross section is a cross section taken along a plane perpendicular to the longitudinal direction of the bumper beam 1.
  • the direction indicated by arrow X in FIG. 2 is the vehicle width direction
  • the direction indicated by arrow Y is the front-rear direction (Y1: forward, Y2: rearward)
  • the direction indicated by arrow Z is the vertical direction (Z1: upward, Z2: downward) ).
  • the bumper beam 1 As shown in FIG. 2, the bumper beam 1 according to the embodiment of the present invention is attached to the front end portion of the side member 10 extending in the front-rear direction of the vehicle so as to extend in the width direction of the vehicle.
  • the bumper beam 1 is formed by extruding an aluminum alloy.
  • the bumper beam 1 includes a front flange 2 positioned in front of the vehicle, a rear flange 3 positioned in the rear of the vehicle relative to the front flange 2, a front flange 2 and a rear flange 3.
  • 3 webs to be connected upper end web 4, lower end web 5, intermediate web 6).
  • the front flange 2 is a plate-like portion that forms the front surface (a surface that receives an impact load) of the bumper beam 1.
  • the rear flange 3 is a plate-like portion that forms the rear surface of the bumper beam 1, and is disposed substantially parallel to the front flange 2 so as to face the front flange 2.
  • the rear flange 3 is fixed to the front end of the side member 10.
  • the front flange 2 and the rear flange 3 are formed as slightly curved plates, but are not limited to this case, and may be flat plates or the like.
  • the upper end web 4 is a plate-like portion that forms the upper surface of the bumper beam 1, and connects the upper end of the front flange 2 and the upper end of the rear flange 3.
  • the lower end web 5 is a plate-like portion that forms the lower surface of the bumper beam 1, and connects the lower end of the front flange 2 and the lower end of the rear flange 3.
  • the intermediate web 6 is a plate-like portion provided in a closed space surrounded by the front flange 2, the rear flange 3, the upper end web 4, and the lower end web 5. The vertical center of the flange 3 is connected.
  • upper end web 4, lower end web 5, and intermediate web 6 are all arranged so as to be substantially orthogonal to the front flange 2 and the rear flange 3.
  • the upper end web 4, the lower end web 5, and the intermediate web 6 are proportionally reduced in thickness from the connecting portion with the front flange 2 to a predetermined position in the front-rear direction toward the rear, and from the predetermined position to the rear flange. 3 is formed so that the plate thickness is constant up to the connection part.
  • the upper end web 4, the lower end web 5, and the intermediate web 6 are configured as follows.
  • the upper surface 4 a of the upper end web 4 (the upper end surface of the bumper beam 1) extends linearly in a direction substantially perpendicular to the front flange 2.
  • the lower surface 4b of the upper end web 4 is inclined so as to be positioned upward as it goes rearward to a predetermined position P1 that is a predetermined length (Lv1) away from the front flange 2.
  • the lower surface 4b of the upper end web 4 is bent at the predetermined position P1 and extends substantially parallel to the upper surface 4a of the upper end web 4 from the predetermined position P1 to the rear flange 3.
  • the lower surface 5 b of the lower end web 5 (the lower end surface of the bumper beam 1) is linear in a direction substantially perpendicular to the front flange 2. It extends to.
  • the upper surface 5a of the lower end web 5 is inclined so as to be positioned downward as it goes backward to a predetermined position P2 that is a predetermined length (Lv2) away from the front flange 2.
  • the upper surface 5a of the lower end web 5 is bent at the predetermined position P2 and extends substantially parallel to the lower surface 5b of the lower end web 5 from the predetermined position P2 to the rear flange 3.
  • the intermediate web 6 is substantially perpendicular to the front flange 2 and passes through the plane S ( Hereinafter, it has a symmetrical shape with respect to the symmetry plane S). Then, the upper surface 6a of the intermediate web 6 is inclined so as to be positioned downward as it goes rearward to a predetermined position P3 that is a predetermined length (Lv3) away from the front flange 2.
  • the upper surface 6a of the intermediate web 6 is bent at the predetermined position P3 and extends from the predetermined position P3 to the rear flange 3 substantially in parallel with the symmetry plane S. Further, the lower surface 6b of the intermediate web 6 is inclined so as to be located upward as it goes rearward to a predetermined position P3 that is a predetermined length (Lv3) away from the front flange 2. The lower surface 6b of the intermediate web 6 is bent at the predetermined position P3 and extends substantially parallel to the symmetry plane S from the predetermined position P3 to the rear flange 3.
  • the bumper beam 1 has a symmetrical shape with respect to the symmetry plane S.
  • the predetermined lengths Lv1, Lv2, and Lv3 in the upper end web 4, the lower end web 5, and the intermediate web 6 are all equal.
  • the length Lv is configured to be 40% of the distance Lw between the front flange 2 and the rear flange 3.
  • the thickness of the connecting portion (the thickest portion) of the upper end web 4 with the front flange 2 is ta1
  • the thickness of the connecting portion with the rear flange 3 is tb1.
  • the thickness of the connecting portion (the thickest portion) of the lower end web 5 with the front flange 2 is ta2
  • the thickness of the connecting portion with the rear flange 3 is tb2.
  • the thickness of the connecting portion (the thickest portion) of the intermediate web 6 with the front flange 2 is ta3, and the thickness of the connecting portion with the rear flange 3 is tb3.
  • the front flange 2 is formed so that the plate thickness tf is larger than any of the above-described tb1, tb2, and tb3.
  • the plate thicknesses tb1, tb2, and tb3 of the connecting portions between the upper end web 4, the lower end web 5, and the intermediate web 6 and the rear flange 3 are all equal.
  • the plate thickness tf of the front flange 2 is configured to be about 1.5 times the plate thickness tb.
  • the plate thicknesses ta1, ta2, and ta3 of the connecting portions of the upper end web 4, the lower end web 5, and the intermediate web 6 and the front flange 2 are all equal.
  • the plate thickness ta is configured to be about 1.9 times the plate thickness tb.
  • FIG. 4 shows the analysis result.
  • the three-point bending analysis is performed as shown in FIG. That is, both ends of the bumper beam ⁇ 1 are simply supported from the rear flange side by the support portion ⁇ 2, and the arc surface of the indenter ⁇ 3 is brought into contact with the bumper beam ⁇ 1 from the front flange side in the middle of the two support portions ⁇ 2.
  • the reaction force acting on the indenter when the indenter is moved in the direction perpendicular to the longitudinal direction of the bumper beam (the arrow direction in FIG. 7A) is obtained.
  • the relationship between the amount of movement of the indenter (the amount of pressing into the bumper beam) and the reaction force acting on the indenter is generally as shown in FIG.
  • the maximum reaction force in the graph shown in FIG. 7B is taken as the load bearing capacity of the bumper beam.
  • the reaction force turns from increasing to decreasing as the indenter push-in amount increases, which is due to the buckling of the web. Therefore, it is understood that buckling needs to be delayed in order to increase the maximum value of the reaction force (that is, the load bearing capacity).
  • the shape of the bumper beam of the conventional structure in this analysis is such that the shapes of the upper end web 4, the lower end web 5 and the intermediate web 6 in the bumper beam 1 according to the present embodiment have a constant plate thickness in the front-rear direction (that is, FIG. 5 (a), a web having a uniform thickness on the entire surface is used).
  • the bumper beams having three types of conventional structures are as follows: (a) All webs have a uniform thickness 1.0 times the thickness tb in the vicinity of the rear flanges of the webs 4 to 6 according to this embodiment. (B) having a uniform plate thickness of 1.2 times, and (c) having a uniform plate thickness of 1.7 times.
  • the outer dimensions of the bumper beam and the plate thickness of the front and rear flanges are the same as those of the bumper beam 1 according to the present embodiment.
  • the weight and load bearing capacity of the bumper beam 1 according to the present embodiment are set to 100%, and the weight and load bearing capacity of three types of conventional bumper beams are shown in relative comparison.
  • the bumper beam 1 according to the present embodiment is 10% or more superior in load resistance compared to a bumper beam having a conventional structure and having the same weight.
  • the bumper beam 1 according to the present embodiment can be reduced in weight by about 15% as compared with the bumper beam having the same load resistance as that of the conventional structure.
  • the bumper beam 1 includes the plate-shaped front flange 2, the plate-shaped rear flange 3 that is disposed to face the front flange 2 and is connected to the front end of the side member. , Three plate-like webs 4 to 6 (upper end web 4, lower end web 5, intermediate web 6) for connecting the front flange 2 and the rear flange 3 are provided.
  • the bumper beam 1 is configured such that the longitudinal vertical cross section (the cross section shown in FIG. 3) is a cross section closed by the front flange 2, the rear flange 3, the upper end web 4, and the lower end web 5.
  • the thickness of the webs 4 to 6 gradually decreases from the connecting portion with the front flange 2 to the intermediate portion between the front flange 2 and the rear flange 3, and the connecting portion with the rear flange 3 from the intermediate portion.
  • Each is formed so as to be constant.
  • the plate thickness of the front flange 2 is larger than the plate thickness of the webs 4 to 6 at the connection portion with the rear flange 3.
  • the buckling load in the vicinity of the front flange 2 of the webs 4 to 6 can be increased. Thereby, when an impact load is applied to the front flange 2, buckling of the webs 4 to 6 in the vicinity of the front flange 2 can be suppressed.
  • FIG. 5 is a schematic diagram showing a cross-sectional deformation state of a bumper beam 1 ′ having a conventional structure at the time of a collision.
  • FIG. 5A is a longitudinal vertical sectional shape of the bumper beam 1 ′ before the collision
  • (c) shows the cross-sectional shape in which the width in the front-rear direction of the bumper beam 1 ′ is reduced by buckling. That is, as shown in FIGS.
  • the bumper beam 1 ′ having a conventional structure when receiving an impact load from the front surface, the front flange 2 ′, the upper end web 4 ′, and the lower end web 5 ′. Are deformed almost simultaneously. At this time, the front flange 2 'is deformed over the entire vertical width. Further, when a moment is generated in the corner 1a ′ of the bumper beam 1 ′ (see FIG. 6), the upper end web 4 ′ and the lower end web 5 ′ are buckled and deformed so as to be bent outward in the vicinity of the front flange 2 ′. . On the other hand, in the intermediate web 6 ′, moments in opposite directions are generated on both the upper and lower sides.
  • the section of the bumper beam 1 ′ is crushed by buckling the vicinity of the front flange 2 ′ of the intermediate web 6 ′. That is, the bumper beam 1 ′ starts compressive deformation in the longitudinal direction of the vehicle. As a result, the bending load resistance decreases.
  • the thickness of the webs 4 to 6 is gradually increased toward the connecting portion of the front flange 2, so that the buckling of the webs 4 to 6 in the vicinity of the front flange 2 is performed. Can be suppressed. Furthermore, since the thickness of the entire webs 4 to 6 is not uniformly increased, an increase in the weight of the bumper beam 1 can be suppressed.
  • the buckling of the webs 4 to 6 is prevented, so that the compressive deformation of the bumper beam 1 is suppressed, whereby the bending strength of the bumper beam 1 at the time of collision can be maintained.
  • the bending deformation of the bumper beam 1 at the time of the collision is suppressed, and the impact load can be more reliably transmitted to the side member 10.
  • the plate thickness tf of the front flange 2 is configured to be larger than the plate thickness tb of the webs 4 to 6 at the connection portion with the rear flange 3, The bending of the front flange 2 is suppressed, and the deformation of the bumper beam 1 can be suppressed more effectively (without excessively increasing the weight).
  • the portion of the webs 4 to 6 where the plate thickness gradually decreases is the vehicle longitudinal direction (from the front flange 2 to the rear flange 3).
  • the length in the direction of heading) is 40% of the total length of the webs 4 to 6 in the same direction.
  • the lower end web 5, and the intermediate web 6 are smaller than 30% of the interval Lw between the front flange 2 and the rear flange 3, respectively.
  • the connecting portion between the front flange 2 and the webs 4 to 6 may rotate.
  • a uniform thickness portion there is a possibility that buckling may occur in a portion where the thickness of the webs 4 to 6 is constant (hereinafter referred to as a uniform thickness portion).
  • a uniform thickness portion For example, as shown in FIG. 6, when an impact load is applied to the front flange 2, a counterclockwise moment is generated at the corner 1 a at the upper end of the bumper beam 1.
  • the length Lv1 of the thickness change portion in the upper end web 4 is smaller than 30% of the interval Lw, only the thick portion remains at a right angle while maintaining the right angle as shown in FIG. It becomes easy to rotate and may cause buckling deformation in a narrow range of the upper end web 4 (the deformation state is indicated by a two-dot chain line in FIG. 6A).
  • the length Lv1 of the thickness change portion in the upper end web 4 is 30% or more of the interval Lw. Since the entire upper end web 4 is deformed (the deformed state is indicated by a two-dot chain line in FIG. 6B), the load required for the deformation becomes large. That is, the load bearing capacity of the bumper beam 1 is increased.
  • the lengths Lv1, Lv2, and Lv3 of the plate thickness changing portion are larger than 50% of the interval Lw, the same weight as that of the webs 4 to 6 with the same thickness is obtained, and the weight is reduced.
  • the lengths Lv1, Lv2, and Lv3 are 40% of the interval Lw, so that buckling occurs in the uniform thickness portion of the webs 4 to 6. And the load bearing capacity can be significantly increased without excessively increasing the weight.
  • the plate thicknesses ta1, ta2, and ta3 of the connection portions of the upper end web 4, the lower end web 5, and the intermediate web 6 and the front flange 2 are the rear webs 4 to 6, respectively. It is 190% of the plate thickness tb1, tb2, tb3 of the connecting portion with the side flange 3.
  • the plate thickness of the connection portion between the webs 4 to 6 and the front flange 2 is smaller than 120% of the plate thickness of the connection portion between the webs 4 to 6 and the rear flange 3, the front side of the webs 4 to 6 The effect of preventing buckling in the vicinity of the flange 2 is reduced, but if it exceeds 200%, the effect of reducing the weight cannot be obtained significantly.
  • the plate thicknesses ta1, ta2, and ta3 of the connecting portions between the webs 4 to 6 and the front flange 2 are respectively the web 4 to 6 and the rear flange 3.
  • the bumper beam 1 Since it is 190% of the plate thickness tb1, tb2, tb3 of the connecting portion, it is possible to prevent buckling from occurring in the vicinity of the front flange 2 of the webs 4-6. In addition, according to the configuration of the bumper beam 1 according to the embodiment, it is possible to significantly increase the load bearing capacity without excessively increasing the weight.
  • the plate thicknesses ta1 and ta2 of the connecting portions of the upper end web 4, the lower end web 5 and the front flange 2 are equal.
  • board thickness tb1, tb2 of the connection part of the upper end web 4, the lower end web 5, and a rear side flange is equal.
  • the number of webs provided between the front flange 2 and the rear flange 3 is not limited to the case of three sheets at the upper end, the lower end, and the center thereof. It suffices that at least two or more are provided so that the longitudinal cross section of the bumper beam is a closed cross section.
  • the thickness of the connecting portion between the webs 4 to 6 and the front flange 2, the thickness of the connecting portion with the rear flange 3, and the length of the thickness changing portion are as follows. Although it was the same also about all of 6, it is not restricted to this case, Each may differ for every web.
  • the present invention can be used as a bumper beam attached to a vehicle in order to protect an occupant from an impact.

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  • Mechanical Engineering (AREA)
  • Body Structure For Vehicles (AREA)

Abstract

A vehicle bumper beam which is lightweight and can more reliably transmit an impact load to side members. A bumper beam (1) is configured in such a manner that a cross-section thereof perpendicular to the longitudinal direction thereof is closed by a front flange (2), a rear flange (3), and webs (4, 5). Webs (4-6) are formed in such a manner that the plate thickness thereof is gradually reduced from the portions at which the webs are connected to the front flange (2) up to the intermediate portions of the webs between the front flange (2) and the rear flange (3) and that the plate thickness is constant from the intermediate portions up to the portions at which the webs are connected to the rear flange (3). The plate thickness of the front flange (2) is greater than the plate thickness of the webs (4-6) at portions at which the webs are connected to the rear flange (3).

Description

車両用バンパビームBumper beam for vehicles
 本発明は、自動車等の車両に取り付けられる車両用バンパビームに関する。 The present invention relates to a vehicle bumper beam attached to a vehicle such as an automobile.
 図1に模式的に示すように、車両100に取り付けられるバンパビーム101の主たる役割は、障害物200との衝突時に自身が変形してエネルギーを吸収するとともに、衝突荷重を左右のサイドメンバ102に伝達し、サイドメンバ102を変形させることで衝突時のエネルギーを吸収させることである。すなわち、衝突時にバンパビーム自身が変形し、また、サイドメンバ102を変形させることでキャビン103の変形が抑制され、乗員を衝撃から守ることができる。このような観点から、衝撃吸収をより効果的に行うことが可能なバンパビームが求められている。
 一方で、車両の軽量化や車両の操縦性向上の観点から、バンパビームの軽量化が望まれている。すなわち、排ガスの規制強化により車両の燃費向上が望まれており、車両の軽量化の要求が厳しくなっている。また、バンパビームは車体重心から遠く離れた位置に取り付けられるため、バンパビームの重量が増加すると車両の慣性モーメントが増加し、操縦性に悪影響を及ぼしてしまう。
As schematically shown in FIG. 1, the main role of the bumper beam 101 attached to the vehicle 100 is to deform itself and absorb energy when it collides with the obstacle 200, and transmit the collision load to the left and right side members 102. Then, the energy at the time of collision is absorbed by deforming the side member 102. That is, the bumper beam itself is deformed at the time of collision, and the deformation of the cabin 103 is suppressed by deforming the side member 102, so that the occupant can be protected from impact. From such a viewpoint, a bumper beam capable of more effectively absorbing shock is demanded.
On the other hand, it is desired to reduce the weight of the bumper beam from the viewpoint of reducing the weight of the vehicle and improving the controllability of the vehicle. That is, improvement in fuel efficiency of vehicles is desired due to stricter regulations on exhaust gas, and demands for weight reduction of vehicles are becoming strict. Further, since the bumper beam is mounted at a position far away from the center of gravity of the vehicle body, when the weight of the bumper beam increases, the inertia moment of the vehicle increases, which adversely affects the maneuverability.
 上述したような衝突時の衝撃吸収性、軽量化等の観点から、断面形状に工夫を施したバンパビームとして、特許文献1~4に記載のものが知られている。 From the viewpoints of impact absorption at the time of collision and weight reduction as described above, those described in Patent Documents 1 to 4 are known as bumper beams in which the cross-sectional shape is devised.
 特許文献1には、前壁部と後壁部とを連結する連結壁部を、前壁部から後壁部に向かって断面2次モーメントが漸減するように形成し、屈曲部を介して後壁部に連結したバンパーリーンフォース(bumper reinforce)が開示されている。この構成によると、バンパーリーンフォースと車体フレームとの間に衝撃吸収部材を設けることなく、バンパーリーンフォースに作用する衝撃を吸収することができる。 In Patent Document 1, a connecting wall portion that connects the front wall portion and the rear wall portion is formed so that the second moment of section gradually decreases from the front wall portion toward the rear wall portion, and the rear portion is bent via the bent portion. A bumper reinforce connected to the wall is disclosed. According to this configuration, it is possible to absorb an impact acting on the bumper lean force without providing an impact absorbing member between the bumper lean force and the vehicle body frame.
 特許文献2には、正面フランジと、上面ウェブ、中間ウェブおよび下面ウェブとの連結部分の肉厚を、その連結部分以外の部位の肉厚に比べて厚くした、車両用バンパリインフォースメント(bumper reinforcement)が開示されている。この構成によると、軽量な構成と大きなエネルギー吸収量が達成できる。 In Patent Document 2, a bumper reinforcement for a vehicle (bumper reinforcement) in which the thickness of the connecting portion of the front flange, the upper web, the intermediate web, and the lower web is made thicker than the thickness of the portion other than the connecting portion. ) Is disclosed. According to this configuration, a lightweight configuration and a large energy absorption amount can be achieved.
 特許文献3に開示されたバンパリインフォースメント(bumper reinforcement)において、前壁部の上端部となる上壁部の前端部には車体上方に向かって上厚肉部が突出形成されており、上厚肉部の肉厚は前壁部の肉厚より大きい。また、前壁部の下端部となる下壁部の前端部には車体下方に向かって下厚肉部が突出形成されており、下厚肉部の肉厚は前壁部の肉厚より大きい。この構成によると、オフセット衝突時に、サイドメンバを確実に軸圧縮変形させることができる。 In bumper reinforcement which is disclosed in Patent Document 3, an upper thick portion protrudes upward from the vehicle body at the front end portion of the upper wall portion which is the upper end portion of the front wall portion. The wall thickness is greater than the wall thickness of the front wall. In addition, a lower thick portion protrudes from the front end of the lower wall portion, which is the lower end portion of the front wall portion, toward the lower side of the vehicle body, and the thickness of the lower thick portion is larger than the thickness of the front wall portion. . According to this configuration, the side member can be reliably axially compressed and deformed at the time of an offset collision.
 特許文献4に開示された車両用バンパービームにおいては、前壁部と後壁部とを連結する横壁部は、バンパービームの中央部近傍における肉厚が前壁部または後壁部との連結部近傍における肉厚より薄くなるように形成されている。この構成によると、バンパービームの座屈変形を安定して生じさせることができる。 In the vehicle bumper beam disclosed in Patent Document 4, the lateral wall portion that connects the front wall portion and the rear wall portion has a wall thickness in the vicinity of the central portion of the bumper beam that is connected to the front wall portion or the rear wall portion. It is formed to be thinner than the wall thickness in the vicinity. According to this configuration, the buckling deformation of the bumper beam can be stably generated.
日本国特開2005-306294号公報Japanese Unexamined Patent Publication No. 2005-306294 日本国特開2003-182481号公報Japanese Unexamined Patent Publication No. 2003-182481 日本国特開2005-212587号公報Japanese Unexamined Patent Publication No. 2005-212587 日本国特開2000-318549号公報Japanese Unexamined Patent Publication No. 2000-318549
 上述のように、軽量かつ高い衝撃吸収性を有するバンパビームが提案されているものの、その特性は十分とは言えず、バンパビームの更なる軽量化と、衝撃吸収性の向上とが望まれている。特に、衝突時にバンパビームが屈曲、破断してしまうと、バンパビームからサイドメンバへの衝撃荷重の伝達が不十分となるおそれがある。この場合、サイドメンバの変形が十分に行われず、衝撃エネルギーを十分に吸収することができなくなってしまう。 As described above, although a bumper beam having a light weight and high shock absorption has been proposed, its characteristics are not sufficient, and further reduction in weight of the bumper beam and improvement in shock absorption are desired. In particular, if the bumper beam bends or breaks at the time of a collision, there is a fear that the transmission of impact load from the bumper beam to the side member may be insufficient. In this case, the side member is not sufficiently deformed, and the impact energy cannot be sufficiently absorbed.
 本発明は、上記実情に鑑みることにより、軽量であるとともに、サイドメンバへの衝撃荷重の伝達をより確実に行うことが可能な車両用バンパビームを提供することを目的とする。 In view of the above circumstances, an object of the present invention is to provide a vehicle bumper beam that is lightweight and capable of more reliably transmitting an impact load to a side member.
 本発明に係る車両用バンパビームは、上記目的を達成するために以下のようないくつかの特徴を有している。すなわち、本発明の車両用バンパビームは、以下の特徴を単独で、または適宜組み合わせて備えている。 The vehicle bumper beam according to the present invention has the following features in order to achieve the above object. That is, the vehicular bumper beam of the present invention includes the following features alone or in combination.
 上記目的を達成するための本発明に係る車両用バンパビームにおける第1の特徴は、板状の前側フランジと、前記前側フランジに対向して配置されるとともにサイドメンバの前端に接続される板状の後側フランジと、前記前側フランジと前記後側フランジとを連結する板状の複数のウェブと、を備えるとともに、前記前側フランジ、前記後側フランジ、及び複数の前記ウェブによって閉じられた長手方向垂直断面を有するように構成される車両用バンパビームであって、前記ウェブの板厚が、前記ウェブと前記前側フランジとの接続部から前記前側フランジと前記後側フランジとの中間部まで徐々に減少するとともに、前記中間部から前記後側フランジとの接続部まで一定であり、前記前側フランジの板厚が、前記ウェブと前記後側フランジとの接続部における前記ウェブの板厚よりも大きいことである。 In order to achieve the above object, the first feature of the vehicle bumper beam according to the present invention is a plate-like front flange, a plate-like flange that is disposed opposite the front flange and connected to the front end of the side member. A longitudinal flange closed by the front flange, the rear flange, and the plurality of webs, the rear flange, and a plurality of plate-shaped webs connecting the front flange and the rear flange. A vehicular bumper beam configured to have a cross section, wherein the thickness of the web gradually decreases from a connection portion between the web and the front flange to an intermediate portion between the front flange and the rear flange. In addition, the intermediate portion is constant from the connecting portion to the rear flange, and the plate thickness of the front flange is the web and the rear flange. Wherein is greater than the plate thickness of the web at the connecting portion between.
 この構成によると、ウェブにおける前側フランジ近傍の座屈荷重を増加させることができる。これにより、前側フランジに衝撃荷重が作用したときに、前側フランジ近傍でのウェブの座屈を抑制することができる。
 ここで、衝突時にウェブに発生する応力は、衝突後には前側フランジとの接続部で最も大きくなり、後側フランジに近づくほど小さくなることが本願発明者により知見されている。そのため、上記の構成のように、ウェブの板厚を前側フランジとの接続部から中間部に向かって徐々に減少させることで、重量増加を抑えながら座屈の発生を防ぐことが可能になる。
 このように、ウェブの座屈が防止されることで、バンパビームの断面形状の圧縮変形が抑制されることになる。これにより、衝突時においてバンパビームの曲げ強度を維持することができる。結果として、衝突時におけるバンパビームの曲げ変形が抑制され、サイドメンバへの衝撃荷重の伝達をより確実に行うことが可能になる。
 更に、衝突後の初期の座屈では、前側フランジ全体が撓むように変形することを本願発明者は知見している。そのため、上記構成のように、前側フランジの板厚を、後側フランジとの接続部におけるウェブの板厚よりも大きくすることで、効果的にバンパビームの断面形状の変形を抑制することが可能になる。
According to this configuration, the buckling load in the vicinity of the front flange of the web can be increased. Thereby, when an impact load acts on the front flange, the buckling of the web in the vicinity of the front flange can be suppressed.
Here, it has been found by the present inventor that the stress generated in the web at the time of the collision becomes the largest at the connection portion with the front flange after the collision and becomes smaller as it approaches the rear flange. For this reason, as described above, the thickness of the web is gradually decreased from the connecting portion with the front flange toward the intermediate portion, thereby preventing the occurrence of buckling while suppressing an increase in weight.
Thus, the buckling of the web is prevented, so that the compressive deformation of the bumper beam in its cross-sectional shape is suppressed. Thereby, the bending strength of the bumper beam can be maintained at the time of collision. As a result, the bending deformation of the bumper beam at the time of collision is suppressed, and the impact load can be more reliably transmitted to the side member.
Further, the inventor of the present application has found that in the initial buckling after the collision, the entire front flange is deformed so as to bend. Therefore, it is possible to effectively suppress the deformation of the cross-sectional shape of the bumper beam by making the plate thickness of the front flange larger than the plate thickness of the web at the connection portion with the rear flange as in the above configuration. Become.
 また、本発明に係る車両用バンパビームにおける第2の特徴は、前記ウェブの板厚が徐々に減少する部分の、前記前側フランジから前記後側フランジへ向かう方向における長さが、同方向における前記ウェブの全長の30~50%であることである。 A second feature of the bumper beam for a vehicle according to the present invention is that the length of the portion where the thickness of the web gradually decreases in the direction from the front flange to the rear flange is the web in the same direction. 30 to 50% of the total length.
 この構成によると、ウェブの板厚が徐々に減少する部分の長さを、ウェブの全長の30%以上にすることにより、ウェブの板厚が一定である部分での座屈の発生を確実に防止できる。
 また、ウェブの板厚が徐々に減少する部分の長さを、ウェブの全長の50%以下にすることにより、バンパビームの重量の増加を抑えることができる。
According to this configuration, the length of the portion where the web thickness is gradually reduced is set to 30% or more of the total length of the web, thereby ensuring the occurrence of buckling in the portion where the web thickness is constant. Can be prevented.
Moreover, the increase in the weight of a bumper beam can be suppressed by making the length of the part where the plate | board thickness of a web reduces gradually into 50% or less of the full length of a web.
 また、本発明に係る車両用バンパビームにおける第3の特徴は、前記ウェブと前記前側フランジとの接続部における前記ウェブの板厚が、前記ウェブと前記後側フランジとの接続部における前記ウェブの板厚の120~200%であることである。 The third feature of the vehicle bumper beam according to the present invention is that the thickness of the web at the connection portion between the web and the front flange is such that the web plate at the connection portion between the web and the rear flange. It is 120 to 200% of the thickness.
 この構成によると、ウェブと前側フランジとの接続部におけるウェブの板厚を、ウェブと後側フランジとの接続部におけるウェブの板厚の120%以上にすることにより、ウェブの前側フランジ近傍部での座屈の発生を防止できる。
 また、ウェブと前側フランジとの接続部におけるウェブの板厚を、ウェブと後側フランジとの接続部におけるウェブの板厚の200%以下にすることにより、バンパビームの重量の増加を抑えることができる。
According to this configuration, the thickness of the web at the connecting portion between the web and the front flange is set to 120% or more of the thickness of the web at the connecting portion between the web and the rear flange, so that in the vicinity of the front flange of the web. The occurrence of buckling can be prevented.
Moreover, the increase in the weight of the bumper beam can be suppressed by setting the thickness of the web at the connecting portion between the web and the front flange to 200% or less of the thickness of the web at the connecting portion between the web and the rear flange. .
 また、本発明に係る車両用バンパビームにおける第4の特徴は、前記ウェブが、前記前側フランジの上端と前記後側フランジの上端とを連結する上端ウェブと、前記前側フランジの下端と前記後側フランジの下端とを連結する下端ウェブと、前記前側フランジの上下方向中間部と前記後側フランジの上下方向中間部とを連結する中間ウェブと、を含み、前記上端ウェブ及び前記下端ウェブの板厚が、前記前側フランジとの接続部から前記前側フランジと前記後側フランジとの中間部まで徐々に減少するとともに、前記中間部から前記後側フランジとの接続部まで一定であり、前記前側フランジとの接続部における前記上端ウェブの板厚と前記下端ウェブの板厚とが等しく、前記後側フランジとの接続部における前記上端ウェブの板厚と前記下端ウェブの板厚とが等しく、且つ、前記上端ウェブ及び前記下端ウェブの板厚が徐々に減少する部分の前記前側フランジから前記後側フランジに向かう方向における長さが等しいことである。 According to a fourth aspect of the vehicle bumper beam of the present invention, the web includes an upper end web connecting the upper end of the front flange and the upper end of the rear flange, the lower end of the front flange, and the rear flange. A lower end web that connects the lower end of the front flange, and an intermediate web that connects the vertical intermediate portion of the front flange and the vertical intermediate portion of the rear flange, the plate thickness of the upper end web and the lower end web being And gradually decreasing from the connecting portion with the front flange to the intermediate portion between the front flange and the rear flange, and constant from the intermediate portion to the connecting portion with the rear flange, The plate thickness of the upper end web in the connecting portion is equal to the plate thickness of the lower end web, and the plate thickness of the upper end web in the connecting portion with the rear flange and the Equal to the thickness of the end web and the upper end is that equal the web and the length from the front flange in a direction toward the rear flange of the lower end portion of the thickness of the web gradually decreases.
 この構成によると、前側フランジに衝撃荷重が作用したときに、前側フランジ近傍での上端ウェブ及び下端ウェブの座屈を遅らせることができ、バンパビームの耐荷力をより増加させることができる。 According to this configuration, when an impact load is applied to the front flange, the buckling of the upper end web and the lower end web in the vicinity of the front flange can be delayed, and the load bearing capacity of the bumper beam can be further increased.
 本発明によれば、サイドメンバへの衝撃荷重の伝達をより確実に行うことが可能なバンパビームを軽重量で構成できる。 According to the present invention, the bumper beam capable of more reliably transmitting the impact load to the side member can be configured with a light weight.
自動車衝突時の自動車フロント部の変形状態を示す模式図である。It is a schematic diagram which shows the deformation | transformation state of the motor vehicle front part at the time of a motor vehicle collision. 本発明の実施形態に係るバンパビーム1を示す模式的な斜視図である。1 is a schematic perspective view showing a bumper beam 1 according to an embodiment of the present invention. 図2に示すバンパビームのA-A断面模式図である。FIG. 3 is a schematic cross-sectional view taken along the line AA of the bumper beam shown in FIG. 2. 本発明の実施形態及び従来構成のバンパビームにおける重量と耐荷力との関係についての解析結果を示す図である。It is a figure which shows the analysis result about the relationship between the weight and load-bearing force in the bumper beam of embodiment of this invention and a conventional structure. (a)~(c)は従来構造における衝突時の断面変形様態を時系列で示す模式図である。(A)-(c) is a schematic diagram which shows the cross-sectional deformation | transformation aspect at the time of the collision in a conventional structure in time series. (a)は従来構造における衝突時の断面変形様態を示す模式図であり、(b)は本発明の実施形態における衝突時の断面変形様態を示す模式図である。(A) is a schematic diagram which shows the cross-sectional deformation | transformation aspect at the time of the collision in a conventional structure, (b) is a schematic diagram which shows the cross-sectional deformation | transformation aspect at the time of the collision in embodiment of this invention. (a)は3点曲げ解析方法を説明するための図であり、(b)は圧子押し込み量と反力との関係を説明するための図である。(A) is a figure for demonstrating a 3 point | piece bending analysis method, (b) is a figure for demonstrating the relationship between an indenter pushing amount and reaction force.
 以下、本発明を実施するための形態について図面を参照しつつ説明する。  Hereinafter, embodiments for carrying out the present invention will be described with reference to the drawings.
 図2は、本発明の実施形態に係るバンパビーム1を示す模式的な斜視図である。また、図3は、図2に示すバンパビーム1のA-A断面模式図であり、A-A断面は、バンパビーム1の長手方向と垂直な面による断面である。
 以下、図2における矢印Xで示す方向を車両の幅方向、矢印Yで示す方向を前後方向(Y1:前方、Y2:後方)、矢印Zで示す方向を上下方向(Z1:上方、Z2:下方)として説明する。
FIG. 2 is a schematic perspective view showing the bumper beam 1 according to the embodiment of the present invention. FIG. 3 is a schematic cross-sectional view taken along the line AA of the bumper beam 1 shown in FIG. 2. The AA cross section is a cross section taken along a plane perpendicular to the longitudinal direction of the bumper beam 1.
In the following, the direction indicated by arrow X in FIG. 2 is the vehicle width direction, the direction indicated by arrow Y is the front-rear direction (Y1: forward, Y2: rearward), and the direction indicated by arrow Z is the vertical direction (Z1: upward, Z2: downward) ).
(バンパビーム1の概略)
 図2に示すように、本発明の実施形態に係るバンパビーム1は、車両の幅方向に延びるように、車両の前後方向に延在するサイドメンバ10の前方端部に取り付けられる。尚、このバンパビーム1は、アルミニウム合金の押し出し加工により成形されている。
(Outline of bumper beam 1)
As shown in FIG. 2, the bumper beam 1 according to the embodiment of the present invention is attached to the front end portion of the side member 10 extending in the front-rear direction of the vehicle so as to extend in the width direction of the vehicle. The bumper beam 1 is formed by extruding an aluminum alloy.
 図2及び図3に示すように、バンパビーム1は、車両前方に位置する前側フランジ2と、前側フランジ2よりも車両後方に位置する後側フランジ3と、前側フランジ2と後側フランジ3とを連結する3つのウェブ(上端ウェブ4、下端ウェブ5、中間ウェブ6)と、を備えている。これらのフランジ及びウェブはそれぞれ板状に形成されている。 As shown in FIGS. 2 and 3, the bumper beam 1 includes a front flange 2 positioned in front of the vehicle, a rear flange 3 positioned in the rear of the vehicle relative to the front flange 2, a front flange 2 and a rear flange 3. 3 webs to be connected (upper end web 4, lower end web 5, intermediate web 6). These flanges and webs are each formed in a plate shape.
(各部の構成)
 前側フランジ2は、バンパビーム1の前面(衝撃荷重を受ける面)を形成する板状部である。
 後側フランジ3は、バンパビーム1の後面を形成する板状部であり、前側フランジ2に対向して、前側フランジ2と略平行に配置されている。この後側フランジ3は、サイドメンバ10の前端に固定される。
 本実施形態においては、図2に示すように、前側フランジ2及び後側フランジ3は、やや湾曲した板として形成されているが、この場合に限られず、平板等であってもよい。
(Configuration of each part)
The front flange 2 is a plate-like portion that forms the front surface (a surface that receives an impact load) of the bumper beam 1.
The rear flange 3 is a plate-like portion that forms the rear surface of the bumper beam 1, and is disposed substantially parallel to the front flange 2 so as to face the front flange 2. The rear flange 3 is fixed to the front end of the side member 10.
In the present embodiment, as shown in FIG. 2, the front flange 2 and the rear flange 3 are formed as slightly curved plates, but are not limited to this case, and may be flat plates or the like.
 上端ウェブ4は、バンパビーム1の上面を形成する板状部であり、前側フランジ2の上端と後側フランジ3の上端とを連結している。
 下端ウェブ5は、バンパビーム1の下面を形成する板状部であり、前側フランジ2の下端と後側フランジ3の下端とを連結している。
 中間ウェブ6は、前側フランジ2、後側フランジ3、上端ウェブ4、及び下端ウェブ5で囲まれた閉空間内に設けられた板状部であり、前側フランジ2の上下方向中央部と後側フランジ3の上下方向中央部とを連結している。
The upper end web 4 is a plate-like portion that forms the upper surface of the bumper beam 1, and connects the upper end of the front flange 2 and the upper end of the rear flange 3.
The lower end web 5 is a plate-like portion that forms the lower surface of the bumper beam 1, and connects the lower end of the front flange 2 and the lower end of the rear flange 3.
The intermediate web 6 is a plate-like portion provided in a closed space surrounded by the front flange 2, the rear flange 3, the upper end web 4, and the lower end web 5. The vertical center of the flange 3 is connected.
 これら上端ウェブ4、下端ウェブ5、中間ウェブ6は、いずれも前側フランジ2及び後側フランジ3と略直交するように配置されている。そして、これら上端ウェブ4、下端ウェブ5、中間ウェブ6は、前側フランジ2との接続部から後方に向かって前後方向の所定位置まで板厚が比例的に減少し、当該所定位置から後側フランジ3との接続部まで板厚が一定となるように形成されている。 These upper end web 4, lower end web 5, and intermediate web 6 are all arranged so as to be substantially orthogonal to the front flange 2 and the rear flange 3. The upper end web 4, the lower end web 5, and the intermediate web 6 are proportionally reduced in thickness from the connecting portion with the front flange 2 to a predetermined position in the front-rear direction toward the rear, and from the predetermined position to the rear flange. 3 is formed so that the plate thickness is constant up to the connection part.
 具体的には、上端ウェブ4、下端ウェブ5、中間ウェブ6は以下のように構成される。
 バンパビーム1の長手方向に対して垂直な断面(図3に示す断面)において、上端ウェブ4の上面4a(バンパビーム1の上端面)は、前側フランジ2に対して略垂直な方向に直線状に延びている。一方、上端ウェブ4の下面4bは、前側フランジ2から所定長さ(Lv1)離れた所定位置P1まで、後方に向かうほど上方に位置するように傾斜している。そして、上端ウェブ4の下面4bは当該所定位置P1で屈曲して、所定位置P1から後側フランジ3まで上端ウェブ4の上面4aと略平行に延びている。
 また、バンパビーム1の長手方向に対して垂直な断面(図3に示す断面)において、下端ウェブ5の下面5b(バンパビーム1の下端面)は、前側フランジ2に対して略垂直な方向に直線状に延びている。一方、下端ウェブ5の上面5aは、前側フランジ2から所定長さ(Lv2)離れた所定位置P2まで、後方に向かうほど下方に位置するように傾斜している。そして、下端ウェブ5の上面5aは当該所定位置P2で屈曲して、所定位置P2から後側フランジ3まで下端ウェブ5の下面5bと略平行に延びている。
 また、バンパビーム1の長手方向に対して垂直な断面(図3に示す断面)において、中間ウェブ6は、前側フランジ2に対して略垂直であるとともにバンパビーム1の上下方向中央を通過する平面S(以下、対称面Sという)に対して対称な形状を有する。そして、中間ウェブ6の上面6aは、前側フランジ2から所定長さ(Lv3)離れた所定位置P3まで、後方に向かうほど下方に位置するように傾斜している。そして、中間ウェブ6の上面6aは当該所定位置P3で屈曲して、所定位置P3から後側フランジ3まで前記対称面Sと略平行に延びている。また、中間ウェブ6の下面6bは、前側フランジ2から所定長さ(Lv3)離れた所定位置P3まで、後方に向かうほど上方に位置するように傾斜している。そして、中間ウェブ6の下面6bは当該所定位置P3で屈曲して、所定位置P3から後側フランジ3まで前記対称面Sと略平行に延びている。
 尚、本実施形態においては、バンパビーム1は、対称面Sに対して対称な形状となっている。
Specifically, the upper end web 4, the lower end web 5, and the intermediate web 6 are configured as follows.
In the cross section perpendicular to the longitudinal direction of the bumper beam 1 (the cross section shown in FIG. 3), the upper surface 4 a of the upper end web 4 (the upper end surface of the bumper beam 1) extends linearly in a direction substantially perpendicular to the front flange 2. ing. On the other hand, the lower surface 4b of the upper end web 4 is inclined so as to be positioned upward as it goes rearward to a predetermined position P1 that is a predetermined length (Lv1) away from the front flange 2. The lower surface 4b of the upper end web 4 is bent at the predetermined position P1 and extends substantially parallel to the upper surface 4a of the upper end web 4 from the predetermined position P1 to the rear flange 3.
In the cross section perpendicular to the longitudinal direction of the bumper beam 1 (the cross section shown in FIG. 3), the lower surface 5 b of the lower end web 5 (the lower end surface of the bumper beam 1) is linear in a direction substantially perpendicular to the front flange 2. It extends to. On the other hand, the upper surface 5a of the lower end web 5 is inclined so as to be positioned downward as it goes backward to a predetermined position P2 that is a predetermined length (Lv2) away from the front flange 2. The upper surface 5a of the lower end web 5 is bent at the predetermined position P2 and extends substantially parallel to the lower surface 5b of the lower end web 5 from the predetermined position P2 to the rear flange 3.
In the cross section perpendicular to the longitudinal direction of the bumper beam 1 (the cross section shown in FIG. 3), the intermediate web 6 is substantially perpendicular to the front flange 2 and passes through the plane S ( Hereinafter, it has a symmetrical shape with respect to the symmetry plane S). Then, the upper surface 6a of the intermediate web 6 is inclined so as to be positioned downward as it goes rearward to a predetermined position P3 that is a predetermined length (Lv3) away from the front flange 2. The upper surface 6a of the intermediate web 6 is bent at the predetermined position P3 and extends from the predetermined position P3 to the rear flange 3 substantially in parallel with the symmetry plane S. Further, the lower surface 6b of the intermediate web 6 is inclined so as to be located upward as it goes rearward to a predetermined position P3 that is a predetermined length (Lv3) away from the front flange 2. The lower surface 6b of the intermediate web 6 is bent at the predetermined position P3 and extends substantially parallel to the symmetry plane S from the predetermined position P3 to the rear flange 3.
In the present embodiment, the bumper beam 1 has a symmetrical shape with respect to the symmetry plane S.
 また、本実施形態に係るバンパビーム1においては、上端ウェブ4、下端ウェブ5、中間ウェブ6における上記所定長さLv1、Lv2、Lv3がいずれも等しい。ここで、Lv1=Lv2=Lv3=Lvとすると、当該長さLvは、前側フランジ2と後側フランジ3との間隔Lwの40%となるように構成されている。 Further, in the bumper beam 1 according to this embodiment, the predetermined lengths Lv1, Lv2, and Lv3 in the upper end web 4, the lower end web 5, and the intermediate web 6 are all equal. Here, when Lv1 = Lv2 = Lv3 = Lv, the length Lv is configured to be 40% of the distance Lw between the front flange 2 and the rear flange 3.
 ここで、上端ウェブ4における前側フランジ2との接続部(板厚が最も厚い部分)の板厚をta1、後側フランジ3との接続部の板厚をtb1とする。また、下端ウェブ5における前側フランジ2との接続部(板厚が最も厚い部分)の板厚をta2、後側フランジ3との接続部の板厚をtb2とする。また、中間ウェブ6における前側フランジ2との接続部(板厚が最も厚い部分)の板厚をta3、後側フランジ3との接続部の板厚をtb3とする。
 前側フランジ2は、板厚tfが、上記tb1、tb2、tb3のいずれよりも大きくなるように形成されている。
 具体的には、本実施形態に係るバンパビーム1においては、上端ウェブ4、下端ウェブ5、中間ウェブ6のそれぞれと後側フランジ3との接続部の板厚tb1、tb2、tb3は、いずれも等しい。ここで、tb1=tb2=tb3=tbとすると、前側フランジ2の板厚tfは、板厚tbの約1.5倍となるように構成されている。
Here, the thickness of the connecting portion (the thickest portion) of the upper end web 4 with the front flange 2 is ta1, and the thickness of the connecting portion with the rear flange 3 is tb1. Further, the thickness of the connecting portion (the thickest portion) of the lower end web 5 with the front flange 2 is ta2, and the thickness of the connecting portion with the rear flange 3 is tb2. Further, the thickness of the connecting portion (the thickest portion) of the intermediate web 6 with the front flange 2 is ta3, and the thickness of the connecting portion with the rear flange 3 is tb3.
The front flange 2 is formed so that the plate thickness tf is larger than any of the above-described tb1, tb2, and tb3.
Specifically, in the bumper beam 1 according to the present embodiment, the plate thicknesses tb1, tb2, and tb3 of the connecting portions between the upper end web 4, the lower end web 5, and the intermediate web 6 and the rear flange 3 are all equal. . Here, when tb1 = tb2 = tb3 = tb, the plate thickness tf of the front flange 2 is configured to be about 1.5 times the plate thickness tb.
 また、本実施形態に係るバンパビーム1においては、上端ウェブ4、下端ウェブ5、中間ウェブ6のそれぞれと前側フランジ2との接続部の板厚ta1、ta2、ta3は、いずれも等しくなるように構成されている。ここで、ta1=ta2=ta3=taとすると、板厚taは、板厚tbの約1.9倍となるように構成されている。 Further, in the bumper beam 1 according to the present embodiment, the plate thicknesses ta1, ta2, and ta3 of the connecting portions of the upper end web 4, the lower end web 5, and the intermediate web 6 and the front flange 2 are all equal. Has been. Here, when ta1 = ta2 = ta3 = ta, the plate thickness ta is configured to be about 1.9 times the plate thickness tb.
(従来構造との比較解析)
 本実施形態に係るバンパビーム1、及び、以下に示す3種類の従来構造のバンパビームについて、3点曲げの解析を行うことによりバンパビームの重量と耐荷力との関係を算出した。図4はその解析結果を示す。
 尚、3点曲げ解析は、図7(a)に示すように行う。すなわち、バンパビームα1の両端は支持部α2で後側フランジ側から単純支持され、2つの支持部α2の中間においてバンパビームα1に圧子α3の円弧面を前側フランジ側から当接させる。そして、バンパビームの長手方向に対して垂直な方向(図7(a)における矢印方向)に圧子を移動させたときに圧子に作用する反力を求める。圧子の移動量(バンパビームへの押し込み量)と圧子に作用する反力との関係は、概ね図7(b)に示すような関係になる。本解析においては、図7(b)に示すグラフにおける反力の最大値をバンパビームの耐荷力とした。ここで、図7(b)において、圧子の押し込み量の増加に伴い、反力が増加から減少に転じているが、これはウェブの座屈に起因するものである。したがって、反力の最大値(即ち、耐荷力)を大きくするには座屈を遅らせる必要があることが分かる。
(Comparison analysis with conventional structure)
With respect to the bumper beam 1 according to the present embodiment and the bumper beams having the following three types of conventional structures, the relationship between the weight of the bumper beam and the load bearing capacity was calculated by performing a three-point bending analysis. FIG. 4 shows the analysis result.
The three-point bending analysis is performed as shown in FIG. That is, both ends of the bumper beam α1 are simply supported from the rear flange side by the support portion α2, and the arc surface of the indenter α3 is brought into contact with the bumper beam α1 from the front flange side in the middle of the two support portions α2. Then, the reaction force acting on the indenter when the indenter is moved in the direction perpendicular to the longitudinal direction of the bumper beam (the arrow direction in FIG. 7A) is obtained. The relationship between the amount of movement of the indenter (the amount of pressing into the bumper beam) and the reaction force acting on the indenter is generally as shown in FIG. In this analysis, the maximum reaction force in the graph shown in FIG. 7B is taken as the load bearing capacity of the bumper beam. Here, in FIG. 7B, the reaction force turns from increasing to decreasing as the indenter push-in amount increases, which is due to the buckling of the web. Therefore, it is understood that buckling needs to be delayed in order to increase the maximum value of the reaction force (that is, the load bearing capacity).
 本解析における従来構造のバンパビームの形状は、本実施形態に係るバンパビーム1における上端ウェブ4、下端ウェブ5、及び中間ウェブ6の形状を、前後方向において一定の板厚を有するように(すなわち、図5(a)のように、全面において均一の厚さを有するウェブが用いられる)に変更したものとした。具体的には、3種類の従来構造のバンパビームは、(a)全てのウェブが、本実施形態に係るウェブ4~6の後側フランジ近傍の板厚tbの1.0倍の均一の板厚を有するものと、(b)1.2倍の均一の板厚を有するものと、(c)1.7倍の均一の板厚を有するものと、により構成される。尚、従来構造のバンパビームにおいて、バンパビームの外寸、前後フランジの板厚については、本実施形態に係るバンパビーム1と同じである。 The shape of the bumper beam of the conventional structure in this analysis is such that the shapes of the upper end web 4, the lower end web 5 and the intermediate web 6 in the bumper beam 1 according to the present embodiment have a constant plate thickness in the front-rear direction (that is, FIG. 5 (a), a web having a uniform thickness on the entire surface is used). Specifically, the bumper beams having three types of conventional structures are as follows: (a) All webs have a uniform thickness 1.0 times the thickness tb in the vicinity of the rear flanges of the webs 4 to 6 according to this embodiment. (B) having a uniform plate thickness of 1.2 times, and (c) having a uniform plate thickness of 1.7 times. In the bumper beam having the conventional structure, the outer dimensions of the bumper beam and the plate thickness of the front and rear flanges are the same as those of the bumper beam 1 according to the present embodiment.
 図4では、本実施形態に係るバンパビーム1の重量及び耐荷力を100%として、3種類の従来構造のバンパビームの重量及び耐荷力を相対比較で示している。
 図4に示すように、本実施形態に係るバンパビーム1は、同一重量を有する従来構造のバンパビームに比べ、耐荷力が10%以上優れている。
 また、本実施形態に係るバンパビーム1は、同等の耐荷力を有する従来構造のバンパビームに比べ、重量を約15%軽量化できることが分かる。
In FIG. 4, the weight and load bearing capacity of the bumper beam 1 according to the present embodiment are set to 100%, and the weight and load bearing capacity of three types of conventional bumper beams are shown in relative comparison.
As shown in FIG. 4, the bumper beam 1 according to the present embodiment is 10% or more superior in load resistance compared to a bumper beam having a conventional structure and having the same weight.
In addition, it can be seen that the bumper beam 1 according to the present embodiment can be reduced in weight by about 15% as compared with the bumper beam having the same load resistance as that of the conventional structure.
(バンパビーム1の効果)
 以上説明したように、本実施形態に係るバンパビーム1は、板状の前側フランジ2と、前側フランジ2に対向して配置されるとともにサイドメンバの前端に接続される板状の後側フランジ3と、前側フランジ2と後側フランジ3とを連結する板状の3枚のウェブ4~6(上端ウェブ4、下端ウェブ5、中間ウェブ6)と、を備える。そして、バンパビーム1は、長手方向垂直断面(図3に示す断面)が、前側フランジ2、後側フランジ3、上端ウェブ4、及び下端ウェブ5によって閉じられた断面となるように構成されている。
 また、ウェブ4~6の板厚は、前側フランジ2との接続部から、前側フランジ2および後側フランジ3の中間部まで徐々に減少するとともに、当該中間部から後側フランジ3との接続部まで一定となるように、それぞれ形成されている。
 また、前側フランジ2の板厚は、後側フランジ3との接続部におけるウェブ4~6の板厚よりも大きい。
(Effect of bumper beam 1)
As described above, the bumper beam 1 according to the present embodiment includes the plate-shaped front flange 2, the plate-shaped rear flange 3 that is disposed to face the front flange 2 and is connected to the front end of the side member. , Three plate-like webs 4 to 6 (upper end web 4, lower end web 5, intermediate web 6) for connecting the front flange 2 and the rear flange 3 are provided. The bumper beam 1 is configured such that the longitudinal vertical cross section (the cross section shown in FIG. 3) is a cross section closed by the front flange 2, the rear flange 3, the upper end web 4, and the lower end web 5.
Further, the thickness of the webs 4 to 6 gradually decreases from the connecting portion with the front flange 2 to the intermediate portion between the front flange 2 and the rear flange 3, and the connecting portion with the rear flange 3 from the intermediate portion. Each is formed so as to be constant.
Further, the plate thickness of the front flange 2 is larger than the plate thickness of the webs 4 to 6 at the connection portion with the rear flange 3.
 この構成によると、ウェブ4~6の前側フランジ2近傍での座屈荷重を増加させることができる。これにより、前側フランジ2に衝撃荷重が作用したときに、ウェブ4~6の前側フランジ2近傍での座屈を抑制することができる。 According to this configuration, the buckling load in the vicinity of the front flange 2 of the webs 4 to 6 can be increased. Thereby, when an impact load is applied to the front flange 2, buckling of the webs 4 to 6 in the vicinity of the front flange 2 can be suppressed.
 本願発明者は、従来構造のバンパビームの衝突時の変形様態について、以下のことを知見している。図5は、衝突時における従来構造のバンパビーム1’の断面変形様態を示す模式図であり、(a)は、衝突前のバンパビーム1’の長手方向垂直断面形状、(b)は、衝突後かつ座屈発生直後のバンパビーム1’の断面形状、(c)は、座屈によってバンパビーム1’の前後方向の幅が減少した断面形状を示す。
 即ち、図5の(a)、(b)に示すように、従来構造のバンパビーム1’においては、前面から衝撃荷重を受けたときに、前側フランジ2’と上端ウェブ4’および下端ウェブ5’とがほぼ同時に変形する。このとき、前側フランジ2’は上下幅全体で変形する。また、バンパビーム1’の角部1a’にモーメントが発生する(図6参照)ことにより、上端ウェブ4’および下端ウェブ5’は、前側フランジ2’近傍において外側に屈曲するように座屈変形する。これに対して、中間ウェブ6’では、上下両側に逆向きのモーメントが発生するため、これらのモーメントが相殺され、曲げ変形が生じにくい。その後、図5(c)に示すように、中間ウェブ6’における前側フランジ2’近傍が座屈することで、バンパビーム1’の断面が潰れていく。すなわち、バンパビーム1’が車両の前後方向に圧縮変形を始める。これにより、曲げ耐荷力が低下していく。
The inventor of the present application has found the following about the deformation state at the time of collision of the bumper beam having the conventional structure. FIG. 5 is a schematic diagram showing a cross-sectional deformation state of a bumper beam 1 ′ having a conventional structure at the time of a collision. FIG. 5A is a longitudinal vertical sectional shape of the bumper beam 1 ′ before the collision, and FIG. The cross-sectional shape of the bumper beam 1 ′ immediately after the occurrence of buckling, (c) shows the cross-sectional shape in which the width in the front-rear direction of the bumper beam 1 ′ is reduced by buckling.
That is, as shown in FIGS. 5A and 5B, in the bumper beam 1 ′ having a conventional structure, when receiving an impact load from the front surface, the front flange 2 ′, the upper end web 4 ′, and the lower end web 5 ′. Are deformed almost simultaneously. At this time, the front flange 2 'is deformed over the entire vertical width. Further, when a moment is generated in the corner 1a ′ of the bumper beam 1 ′ (see FIG. 6), the upper end web 4 ′ and the lower end web 5 ′ are buckled and deformed so as to be bent outward in the vicinity of the front flange 2 ′. . On the other hand, in the intermediate web 6 ′, moments in opposite directions are generated on both the upper and lower sides. Therefore, these moments are offset and bending deformation is unlikely to occur. Thereafter, as shown in FIG. 5C, the section of the bumper beam 1 ′ is crushed by buckling the vicinity of the front flange 2 ′ of the intermediate web 6 ′. That is, the bumper beam 1 ′ starts compressive deformation in the longitudinal direction of the vehicle. As a result, the bending load resistance decreases.
 この点、本実施形態に係るバンパビーム1は、前側フランジ2の接続部に向かって徐々にウェブ4~6の板厚が厚くなっているので、前側フランジ2の近傍におけるウェブ4~6の座屈の発生を抑制することができる。さらに、ウェブ4~6全体の板厚を一様に厚くするわけではないので、バンパビーム1の重量の増加を抑えることができる。 In this respect, in the bumper beam 1 according to the present embodiment, the thickness of the webs 4 to 6 is gradually increased toward the connecting portion of the front flange 2, so that the buckling of the webs 4 to 6 in the vicinity of the front flange 2 is performed. Can be suppressed. Furthermore, since the thickness of the entire webs 4 to 6 is not uniformly increased, an increase in the weight of the bumper beam 1 can be suppressed.
 このように、ウェブ4~6の座屈が防止されることで、バンパビーム1の圧縮変形が抑制され、これによって衝突時におけるバンパビーム1の曲げ強度を維持することができる。結果として、衝突時におけるバンパビーム1の曲げ変形が抑制され、サイドメンバ10への衝撃荷重の伝達をより確実に行うことが可能になる。 Thus, the buckling of the webs 4 to 6 is prevented, so that the compressive deformation of the bumper beam 1 is suppressed, whereby the bending strength of the bumper beam 1 at the time of collision can be maintained. As a result, the bending deformation of the bumper beam 1 at the time of the collision is suppressed, and the impact load can be more reliably transmitted to the side member 10.
 更に、図5に示すように、衝突後初期においては、前側フランジ2全体が撓むように変形することが分かっている。従って、本実施形態のバンパビーム1のように、前側フランジ2の板厚tfが、後側フランジ3との接続部におけるウェブ4~6の板厚tbよりも大きくなるように構成されることで、前側フランジ2の撓みが抑制され、バンパビーム1の変形をより効果的に(重量を過度に増加させることなく)抑制することが可能になる。 Furthermore, as shown in FIG. 5, it is known that the entire front flange 2 is deformed to bend in the initial stage after the collision. Therefore, like the bumper beam 1 of the present embodiment, the plate thickness tf of the front flange 2 is configured to be larger than the plate thickness tb of the webs 4 to 6 at the connection portion with the rear flange 3, The bending of the front flange 2 is suppressed, and the deformation of the bumper beam 1 can be suppressed more effectively (without excessively increasing the weight).
 また、本実施形態に係るバンパビーム1においては、ウェブ4~6の板厚が徐々に減少する部分(以下、板厚変化部という)の、車両の前後方向(前側フランジ2から後側フランジ3に向かう方向)における長さが、同方向における当該ウェブ4~6の全長の40%である。 In the bumper beam 1 according to the present embodiment, the portion of the webs 4 to 6 where the plate thickness gradually decreases (hereinafter referred to as the plate thickness changing portion) is the vehicle longitudinal direction (from the front flange 2 to the rear flange 3). The length in the direction of heading) is 40% of the total length of the webs 4 to 6 in the same direction.
 ここで、上端ウェブ4、下端ウェブ5、中間ウェブ6のそれぞれにおける板厚変化部の長さLv1、Lv2、Lv3が、前側フランジ2と後側フランジ3との間隔Lwの30%よりも小さくなると、衝突直後に前側フランジ2とウェブ4~6との接続部が回転するおそれがある。その結果、ウェブ4~6の板厚が一定に形成されている部分(以下、板厚均一部という)において、座屈が発生するおそれがある。
 例えば、図6に示すように、前側フランジ2に衝撃荷重が作用したときには、バンパビーム1上端の角部1aに反時計回りのモーメントが発生する。このとき、上端ウェブ4における板厚変化部の長さLv1が間隔Lwの30%よりも小さいと、図6(a)に示すように、角の部分は直角を保ったまま厚肉部だけが回転し易くなり、上端ウェブ4の狭い範囲で座屈変形を生じてしまうおそれがある(図6(a)において変形状態を二点鎖線で示す)。これに対し、本実施形態のように、上端ウェブ4における板厚変化部の長さLv1が間隔Lwの30%以上となるように構成することによれば、図6(b)に示すように、上端ウェブ4全体に変形が及ぶため(図6(b)において変形状態を二点鎖線で示す)、変形に要する荷重が大きくなる。すなわち、バンパビーム1の耐荷力が大きくなる。
Here, when the lengths Lv1, Lv2, and Lv3 of the plate thickness changing portions in the upper end web 4, the lower end web 5, and the intermediate web 6 are smaller than 30% of the interval Lw between the front flange 2 and the rear flange 3, respectively. Immediately after the collision, the connecting portion between the front flange 2 and the webs 4 to 6 may rotate. As a result, there is a possibility that buckling may occur in a portion where the thickness of the webs 4 to 6 is constant (hereinafter referred to as a uniform thickness portion).
For example, as shown in FIG. 6, when an impact load is applied to the front flange 2, a counterclockwise moment is generated at the corner 1 a at the upper end of the bumper beam 1. At this time, if the length Lv1 of the thickness change portion in the upper end web 4 is smaller than 30% of the interval Lw, only the thick portion remains at a right angle while maintaining the right angle as shown in FIG. It becomes easy to rotate and may cause buckling deformation in a narrow range of the upper end web 4 (the deformation state is indicated by a two-dot chain line in FIG. 6A). On the other hand, as shown in FIG. 6B, according to the present embodiment, the length Lv1 of the thickness change portion in the upper end web 4 is 30% or more of the interval Lw. Since the entire upper end web 4 is deformed (the deformed state is indicated by a two-dot chain line in FIG. 6B), the load required for the deformation becomes large. That is, the load bearing capacity of the bumper beam 1 is increased.
 一方、板厚変化部の長さLv1、Lv2、Lv3が間隔Lwの50%よりも大きくなると、同重量でウェブ4~6の板厚を均一にしたものと同等の性能となってしまい、軽量で耐荷力が大きくなるという効果が少なくなってしまう。すなわち、間隔Lwの50%よりも大きい範囲でウェブの板厚を増しても、耐荷力の増加量は少なくなる一方で、ウェブの重量が増加してしまう。そのため、上端ウェブ4、下端ウェブ5、中間ウェブ6のそれぞれ4~6における板厚変化部の長さLv1、Lv2、Lv3は、間隔Lwの50%以下であることが望ましい。 On the other hand, if the lengths Lv1, Lv2, and Lv3 of the plate thickness changing portion are larger than 50% of the interval Lw, the same weight as that of the webs 4 to 6 with the same thickness is obtained, and the weight is reduced. This reduces the effect of increasing the load bearing capacity. That is, even if the thickness of the web is increased in a range larger than 50% of the distance Lw, the increase in the load bearing capacity is reduced, but the weight of the web is increased. Therefore, it is desirable that the lengths Lv1, Lv2, and Lv3 of the thickness change portions in 4 to 6 of the upper end web 4, the lower end web 5, and the intermediate web 6 are 50% or less of the interval Lw.
 この点、本実施形態に係るバンパビーム1の構成によれば、前記長さLv1、Lv2、Lv3が、前記間隔Lwの40%であるので、ウェブ4~6における板厚均一部で座屈が発生することを防止でき、過度に重量を増加させることなく耐荷力を顕著に増加させることが可能である。 In this respect, according to the configuration of the bumper beam 1 according to the present embodiment, the lengths Lv1, Lv2, and Lv3 are 40% of the interval Lw, so that buckling occurs in the uniform thickness portion of the webs 4 to 6. And the load bearing capacity can be significantly increased without excessively increasing the weight.
 また、本実施形態に係るバンパビーム1においては、上端ウェブ4、下端ウェブ5、中間ウェブ6のそれぞれと前側フランジ2との接続部の板厚ta1、ta2、ta3が、ウェブ4~6それぞれと後側フランジ3との接続部の板厚tb1、tb2、tb3の190%である。  Further, in the bumper beam 1 according to the present embodiment, the plate thicknesses ta1, ta2, and ta3 of the connection portions of the upper end web 4, the lower end web 5, and the intermediate web 6 and the front flange 2 are the rear webs 4 to 6, respectively. It is 190% of the plate thickness tb1, tb2, tb3 of the connecting portion with the side flange 3.
 ここで、ウェブ4~6と前側フランジ2との接続部の板厚が、ウェブ4~6と後側フランジ3との接続部の板厚の120%よりも小さくなると、ウェブ4~6の前側フランジ2近傍部における座屈防止の効果が少なくなるが、200%よりも大きくなると軽量化の効果が顕著には得られなくなってしまう。
 この点、本実施形態に係るバンパビーム1の構成によれば、ウェブ4~6と前側フランジ2との接続部の板厚ta1、ta2、ta3がそれぞれ、ウェブ4~6と後側フランジ3との接続部の板厚tb1、tb2、tb3の190%であるので、ウェブ4~6の前側フランジ2近傍部において座屈が発生することを防止できる。また、実施形態に係るバンパビーム1の構成によれば、過度に重量を増加させることなく耐荷力を顕著に増加させることが可能である。
Here, when the plate thickness of the connection portion between the webs 4 to 6 and the front flange 2 is smaller than 120% of the plate thickness of the connection portion between the webs 4 to 6 and the rear flange 3, the front side of the webs 4 to 6 The effect of preventing buckling in the vicinity of the flange 2 is reduced, but if it exceeds 200%, the effect of reducing the weight cannot be obtained significantly.
In this regard, according to the configuration of the bumper beam 1 according to the present embodiment, the plate thicknesses ta1, ta2, and ta3 of the connecting portions between the webs 4 to 6 and the front flange 2 are respectively the web 4 to 6 and the rear flange 3. Since it is 190% of the plate thickness tb1, tb2, tb3 of the connecting portion, it is possible to prevent buckling from occurring in the vicinity of the front flange 2 of the webs 4-6. In addition, according to the configuration of the bumper beam 1 according to the embodiment, it is possible to significantly increase the load bearing capacity without excessively increasing the weight.
 また、本実施形態に係るバンパビーム1において、上端ウェブ4、下端ウェブ5と前側フランジ2との接続部の板厚ta1、ta2が等しい。また、上端ウェブ4、下端ウェブ5と後側フランジとの接続部の板厚tb1、tb2が等しい。また、上端ウェブ4、下端ウェブ5における板厚変化部の長さLv1,Lv2が等しい。すなわち、ta1=ta2、tb1=tb2、Lv1=Lv2、が成立する。 Further, in the bumper beam 1 according to the present embodiment, the plate thicknesses ta1 and ta2 of the connecting portions of the upper end web 4, the lower end web 5 and the front flange 2 are equal. Moreover, plate | board thickness tb1, tb2 of the connection part of the upper end web 4, the lower end web 5, and a rear side flange is equal. Further, the lengths Lv1 and Lv2 of the thickness change portions in the upper end web 4 and the lower end web 5 are equal. That is, ta1 = ta2, tb1 = tb2, and Lv1 = Lv2.
 この構成によると、前側フランジ2に衝撃荷重が作用したときに、前側フランジ2近傍での上端ウェブ4及び下端ウェブ5の座屈を遅らせることができ、バンパビーム1の耐荷力をより増加させることができる。 According to this configuration, when an impact load is applied to the front flange 2, the buckling of the upper end web 4 and the lower end web 5 in the vicinity of the front flange 2 can be delayed, and the load bearing force of the bumper beam 1 can be further increased. it can.
 以上、本発明の実施形態について説明したが、本発明は上述の実施の形態に限られるものではなく、特許請求の範囲に記載した限りにおいて様々に変更して実施することができる。 The embodiments of the present invention have been described above, but the present invention is not limited to the above-described embodiments, and various modifications can be made as long as they are described in the claims.
(変形例)
 前側フランジ2と後側フランジ3との間に設けられるウェブの数は、上端、下端、及びその中央の3枚である場合に限られない。バンパビームの長手方向垂直断面が閉じられた断面となるように、少なくとも2枚以上あればよい。
(Modification)
The number of webs provided between the front flange 2 and the rear flange 3 is not limited to the case of three sheets at the upper end, the lower end, and the center thereof. It suffices that at least two or more are provided so that the longitudinal cross section of the bumper beam is a closed cross section.
 本実施形態のバンパビーム1においては、ウェブ4~6と前側フランジ2との接続部の板厚、後側フランジ3との接続部の板厚、及び板厚変化部の長さは、ウェブ4~6のいずれについても同じであったが、この場合に限らず、各ウェブ毎にそれぞれが異なってもよい。 In the bumper beam 1 of the present embodiment, the thickness of the connecting portion between the webs 4 to 6 and the front flange 2, the thickness of the connecting portion with the rear flange 3, and the length of the thickness changing portion are as follows. Although it was the same also about all of 6, it is not restricted to this case, Each may differ for every web.
 本出願は2009年3月30日出願の日本特許出願(特願2009-080829)に基づくものであり、その内容はここに参照として取り込まれる。 This application is based on a Japanese patent application filed on March 30, 2009 (Japanese Patent Application No. 2009-080829), the contents of which are incorporated herein by reference.
 本発明は、乗員を衝撃から守るために車両に取り付けられるバンパビームとして利用することができる。 The present invention can be used as a bumper beam attached to a vehicle in order to protect an occupant from an impact.
1 バンパビーム
2 前側フランジ
3 後側フランジ
4 上端ウェブ
5 下端ウェブ
6 中間ウェブ
10 サイドメンバ
1 Bumper Beam 2 Front Flange 3 Rear Flange 4 Upper Web 5 Lower Web 6 Intermediate Web 10 Side Member

Claims (4)

  1.  板状の前側フランジと、前記前側フランジに対向して配置されるとともにサイドメンバの前端に接続される板状の後側フランジと、前記前側フランジと前記後側フランジとを連結する板状の複数のウェブと、を備えるとともに、前記前側フランジ、前記後側フランジ、及び複数の前記ウェブによって閉じられた長手方向垂直断面を有するように構成される車両用バンパビームであって、
     前記ウェブの板厚が、前記ウェブと前記前側フランジとの接続部から前記前側フランジと前記後側フランジとの中間部まで徐々に減少するとともに、前記中間部から前記後側フランジとの接続部まで一定であり、
     前記前側フランジの板厚が、前記ウェブと前記後側フランジとの接続部における前記ウェブの板厚よりも大きい車両用バンパビーム。
    A plate-like front flange, a plate-like rear flange disposed opposite to the front flange and connected to the front end of the side member, and a plurality of plate-like members connecting the front flange and the rear flange A vehicle bumper beam configured to have a longitudinal vertical section closed by the front flange, the rear flange, and a plurality of the webs,
    The thickness of the web gradually decreases from the connection portion between the web and the front flange to the intermediate portion between the front flange and the rear flange, and from the intermediate portion to the connection portion with the rear flange. Constant,
    A vehicular bumper beam in which a plate thickness of the front flange is larger than a plate thickness of the web at a connection portion between the web and the rear flange.
  2.  前記ウェブの板厚が徐々に減少する部分の、前記前側フランジから前記後側フランジへ向かう方向における長さが、同方向における前記ウェブの全長の30~50%である、請求項1に記載の車両用バンパビーム。 The length in the direction from the front flange to the rear flange of the portion where the thickness of the web gradually decreases is 30 to 50% of the total length of the web in the same direction. Bumper beam for vehicles.
  3.  前記ウェブと前記前側フランジとの接続部における前記ウェブの板厚が、前記ウェブと前記後側フランジとの接続部における前記ウェブの板厚の120~200%である、請求項1又は請求項2に記載の車両用バンパビーム。 The thickness of the web at the connecting portion between the web and the front flange is 120 to 200% of the thickness of the web at the connecting portion between the web and the rear flange. The bumper beam for vehicles described in 1.
  4.  前記ウェブが、前記前側フランジの上端と前記後側フランジの上端とを連結する上端ウェブと、前記前側フランジの下端と前記後側フランジの下端とを連結する下端ウェブと、前記前側フランジの上下方向中間部と前記後側フランジの上下方向中間部とを連結する中間ウェブと、を含み、
     前記上端ウェブ及び前記下端ウェブの板厚が、前記前側フランジとの接続部から前記前側フランジと前記後側フランジとの中間部まで徐々に減少するとともに、前記中間部から前記後側フランジとの接続部まで一定であり、
     前記前側フランジとの接続部における前記上端ウェブの板厚と前記下端ウェブの板厚とが等しく、前記後側フランジとの接続部における前記上端ウェブの板厚と前記下端ウェブの板厚とが等しく、且つ、前記上端ウェブ及び前記下端ウェブの板厚が徐々に減少する部分の前記前側フランジから前記後側フランジに向かう方向における長さが等しい、請求項1に記載の車両用バンパビーム。
    An upper end web connecting the upper end of the front flange and the upper end of the rear flange, a lower end web connecting the lower end of the front flange and the lower end of the rear flange, and the vertical direction of the front flange An intermediate web connecting the intermediate part and the intermediate part in the vertical direction of the rear flange,
    The plate thickness of the upper end web and the lower end web gradually decreases from the connection portion with the front flange to the intermediate portion between the front flange and the rear flange, and the connection from the intermediate portion to the rear flange. Is constant up to
    The plate thickness of the upper end web and the plate thickness of the lower end web at the connection portion with the front flange are equal, and the plate thickness of the upper end web and the plate thickness of the lower end web at the connection portion with the rear flange are equal. 2. The vehicle bumper beam according to claim 1, wherein lengths of portions of the upper end web and the lower end web that gradually decrease in thickness are equal in a direction from the front flange toward the rear flange.
PCT/JP2010/055603 2009-03-30 2010-03-29 Vehicle bumper beam WO2010113894A1 (en)

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CN103260961A (en) * 2010-12-15 2013-08-21 Ud卡车株式会社 Under-run protector for vehicle

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JP6692222B2 (en) * 2016-06-21 2020-05-13 三菱アルミニウム株式会社 Exterior beam for vehicle
CN112124235A (en) * 2020-09-24 2020-12-25 东风柳州汽车有限公司 Guard bar

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JPH1159296A (en) * 1997-08-13 1999-03-02 Kobe Steel Ltd Bumper reinforcement for automobile
JP2003182481A (en) * 2001-12-25 2003-07-03 Unipres Corp Vehicle bumper reinforcement
JP2005306294A (en) * 2004-04-23 2005-11-04 Aisin Seiki Co Ltd Bumper reinforcement for vehicle

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JPH1159296A (en) * 1997-08-13 1999-03-02 Kobe Steel Ltd Bumper reinforcement for automobile
JP2003182481A (en) * 2001-12-25 2003-07-03 Unipres Corp Vehicle bumper reinforcement
JP2005306294A (en) * 2004-04-23 2005-11-04 Aisin Seiki Co Ltd Bumper reinforcement for vehicle

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103260961A (en) * 2010-12-15 2013-08-21 Ud卡车株式会社 Under-run protector for vehicle
US20130257068A1 (en) * 2010-12-15 2013-10-03 Isamu Nakazawa Under-run protector for vehicle

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