TWI486267B - Torsion beam, torsion beam assembly and torsion beam suspension - Google Patents

Torsion beam, torsion beam assembly and torsion beam suspension Download PDF

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Publication number
TWI486267B
TWI486267B TW102103986A TW102103986A TWI486267B TW I486267 B TWI486267 B TW I486267B TW 102103986 A TW102103986 A TW 102103986A TW 102103986 A TW102103986 A TW 102103986A TW I486267 B TWI486267 B TW I486267B
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Taiwan
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torsion beam
wall portion
leg
axis
apex
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TW102103986A
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Chinese (zh)
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TW201431717A (en
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Takeshi Kawachi
Eisaku Sakurada
Takaaki Fukushi
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Nippon Steel & Sumitomo Metal Corp
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扭力樑、扭力樑組合件及扭力樑式懸吊裝置Torsion beam, torsion beam assembly and torsion beam suspension device 發明領域Field of invention

本發明係有關一種汽車用扭力樑式懸吊裝置,尤其是有關一種可以抑制金屬疲乏之扭力樑、具備該扭力樑之扭力樑組合件及扭力樑式懸吊裝置。The invention relates to a torsion beam suspension device for automobiles, in particular to a torsion beam capable of suppressing metal fatigue, a torsion beam assembly having the torsion beam and a torsion beam type suspension device.

發明背景Background of the invention

如悉知所示,在汽車的領域中扭力樑式懸吊裝置係被廣泛使用。扭力樑式懸吊裝置係具備:左右一對的臂構件、及相互連結該臂構件之扭力樑。各臂構件係分別使基端部可自由旋轉地與車體連結,並在前端部可自由旋轉地安裝車輪。在各臂構件與車體之間係安裝阻尼器。在扭力樑的各端部附近設置有彈簧承受部,並在該彈簧承受部與車體之間配設線圈彈簧。扭力樑係在車體從路面承受到外力的情況下,藉由扭力樑之主要的扭轉剛度對車體施予橫搖剛度。扭力樑係考量車體的橫搖剛度而具有可發揮適當的扭轉剛度之剖面形狀,一般而言,該剖面形狀係形成為在車體的前後方向對稱(例如參照專利文獻1)。As is well known, in the field of automobiles, torsion beam suspension devices are widely used. The torsion beam type suspension device includes a pair of right and left arm members and a torsion beam that connects the arm members to each other. Each of the arm members is configured such that the base end portion is rotatably coupled to the vehicle body, and the wheel is rotatably attached to the front end portion. A damper is attached between each arm member and the vehicle body. A spring receiving portion is provided in the vicinity of each end portion of the torsion beam, and a coil spring is disposed between the spring receiving portion and the vehicle body. The torsion beam is applied to the vehicle body by the main torsional stiffness of the torsion beam under the condition that the vehicle body is subjected to external force from the road surface. The torsion beam has a cross-sectional shape that can exhibit appropriate torsional rigidity in consideration of the roll stiffness of the vehicle body. Generally, the cross-sectional shape is formed to be symmetrical in the front-rear direction of the vehicle body (for example, refer to Patent Document 1).

先前技術文獻Prior technical literature 專利文獻Patent literature

【專利文獻】日本特開2005-306177號公報[Patent Document] Japanese Patent Laid-Open Publication No. 2005-306177

發明概要Summary of invention

根據來自路面所承受的外力,在扭力樑係發生複雜的應力分布,並根據車輛的使用狀況而有扭力樑的金屬疲乏易於發展的情況。According to the external force from the road surface, a complex stress distribution occurs in the torsion beam system, and the metal fatigue of the torsion beam is easy to develop according to the use condition of the vehicle.

本發明係以解決這樣的習知技術問題作為技術課題,並以提供用來作為汽車的懸吊系統,並可以有效抑制金屬疲乏之扭力樑、具備該扭力樑之扭力樑組合件、及扭力樑式懸吊裝置為目的。The present invention is to solve such a conventional technical problem as a technical subject, and to provide a torsion beam for use as a suspension system for an automobile, which can effectively suppress metal fatigue, a torsion beam assembly having the torsion beam, and a torsion beam Suspension device for the purpose.

發明者們係針對扭力樑的扭轉剛度與應力分布的關係進行確切研究的結果,有關對於扭力樑的長度方向為垂直的剖面形狀而言,發現:藉由控制外壁部頂點與內壁部頂點的相對位置,可以一邊將扭力樑的扭轉剛度保持一定,一邊將發生在扭力樑的應力分布如期望般變更。The inventors made a definitive study on the relationship between the torsional stiffness of the torsion beam and the stress distribution. For the cross-sectional shape in which the longitudinal direction of the torsion beam is perpendicular, it is found that by controlling the apex of the outer wall portion and the apex of the inner wall portion The relative position allows the stress distribution of the torsion beam to be changed as desired while maintaining the torsional stiffness of the torsion beam constant.

根據本發明,提供一種具備構成為在一端中以樞軸為中心在上下方向可自由擺動地與汽車車體連結,並且在與前述汽車車體連結的端部相反側之端部可自由旋轉地安裝車輪之朝前述汽車前後方向延伸的一對臂構件之汽車懸吊裝置所用之扭力樑,前述扭力樑係具有朝長度方向延伸的凹處,藉此,該扭力樑係在與長度方向垂直的平面中具有第1及第2腳部,並呈現大約V字形或大約U字形剖面形 狀,前述扭力樑係具備:設置在該扭力樑的兩端並與前述臂構件結合之連接部;設置在該扭力樑之長度方向的中央部之一定形狀部;及設置在該一定形狀部與前述連接部之間之非對稱形狀部,在前述一定形狀部中,前述凹處具有一定深度,而且前述第1及第2腳部具有大約相同的粗細或寬度尺寸,在前述非對稱形狀部中,前述凹處的深度係從前述連接部朝向前述一定形狀部逐漸變深,而且前述第1腳部係具有比前述第2腳部的寬度尺寸更大的寬度尺寸之扭力樑。According to the present invention, the present invention is provided to be configured to be rotatably coupled to an automobile body in a vertical direction about a pivot axis at one end, and to be rotatable at an end portion on the opposite side of the end portion to which the automobile body is coupled A torsion beam for use in a vehicle suspension device for mounting a pair of arm members extending in the front-rear direction of the vehicle, the torsion beam having a recess extending in the longitudinal direction, whereby the torsion beam is perpendicular to the longitudinal direction The first and second leg portions in the plane and have an approximately V-shaped or approximately U-shaped cross-section The torsion beam system includes: a connecting portion provided at both ends of the torsion beam and coupled to the arm member; a fixed shape portion provided at a central portion of the torsion beam in a longitudinal direction; and a fixed shape portion provided in the fixed shape portion In the asymmetrical shape portion between the connecting portions, the recess has a certain depth in the fixed shape portion, and the first and second leg portions have approximately the same thickness or width dimension, and the asymmetric shape portion is in the asymmetrical shape portion. The depth of the recess is gradually deeper from the connecting portion toward the fixed shape portion, and the first leg portion has a torsion beam having a width larger than a width dimension of the second leg portion.

根據依據本發明之扭力樑,藉由扭力樑是將發生在扭力樑的最大主應力之值與扭力樑的扭轉剛度分開獨立控制,可以有效設定最大主應力之值與扭力樑剛度。其結果為可以一邊確保期望的懸吊性能,一邊將扭力樑的最大主應力之值變小而有效減低發生在扭力樑之金屬疲乏。According to the torsion beam according to the present invention, the torsion beam is independently controlled independently of the value of the maximum principal stress occurring in the torsion beam and the torsional stiffness of the torsion beam, and the value of the maximum principal stress and the torsion beam stiffness can be effectively set. As a result, it is possible to reduce the value of the maximum principal stress of the torsion beam while ensuring the desired suspension performance, and to effectively reduce the metal fatigue occurring in the torsion beam.

根據依據本發明之扭力樑、扭力樑組合件及扭力樑式懸吊裝置,可以將發生在扭力樑的最大主應力之值與扭力樑剛度分開獨立控制,而可以有效設定最大主應力之值與扭力樑剛度。其結果為提升扭力樑之對於金屬疲乏的強度而提升耐久性。According to the torsion beam, the torsion beam assembly and the torsion beam suspension device according to the present invention, the maximum principal stress occurring in the torsion beam can be independently controlled separately from the torsion beam stiffness, and the maximum principal stress value can be effectively set and Torsion beam stiffness. The result is improved durability of the torsion beam for metal fatigue.

1‧‧‧扭力樑式後懸吊裝置1‧‧‧Torque beam rear suspension

10‧‧‧扭力樑組合件10‧‧‧Torque beam assembly

11L、11R‧‧‧前置定位臂11L, 11R‧‧‧ front positioning arm

12、42、52、62、72、82、92‧‧‧扭力樑12, 42, 52, 62, 72, 82, 92‧‧‧ Torsion beams

13‧‧‧一定形狀部13‧‧‧ Certain shape department

14a‧‧‧第1非對稱形狀部14a‧‧‧1st asymmetric shape

14b‧‧‧第2非對稱形狀部14b‧‧‧2nd asymmetric shape

15a‧‧‧第1連接部15a‧‧‧1st connection

15b‧‧‧第2連接部15b‧‧‧2nd connection

16L、16R‧‧‧彈簧承受部16L, 16R‧‧ ‧ spring bearing

17‧‧‧凹處17‧‧‧ recess

18a‧‧‧第1腳部18a‧‧‧1st foot

18b‧‧‧第2腳部18b‧‧‧2nd foot

19a‧‧‧外壁部19a‧‧‧Outer wall

19b‧‧‧內壁部19b‧‧‧Inside wall

20‧‧‧彈簧20‧‧‧ Spring

30‧‧‧阻尼器30‧‧‧ damper

JL、JR‧‧‧樞軸JL, JR‧‧ ‧ pivot

WL、WR‧‧‧車輪WL, WR‧‧‧ wheels

C1、C2‧‧‧交點C1, C2‧‧‧ intersection

IPa‧‧‧第1腳部的中間面The middle face of the first foot of IPa‧‧

IPb‧‧‧第2腳部的中間面The middle face of IPb‧‧‧2nd foot

LF‧‧‧第1腳部的粗細或寬度尺寸Thickness or width dimension of LF‧‧‧1st foot

LR‧‧‧第2腳部的粗細或寬度尺寸LR‧‧‧The thickness or width of the second foot

L1、L2、L3‧‧‧直線L1, L2, L3‧‧‧ Straight line

P1、P2‧‧‧前端點P1, P2‧‧‧ front end point

P3、P4‧‧‧頂點P3, P4‧‧‧ vertex

OV‧‧‧軸線OV‧‧‧ axis

P1、P2‧‧‧壓縮應力P1, P2‧‧‧ compressive stress

圖1係為作為可適用本發明之懸吊裝置的一例之扭力樑式懸吊裝置之略示立體圖。Fig. 1 is a schematic perspective view of a torsion beam type suspension device as an example of a suspension device to which the present invention is applicable.

圖2係為顯示具備根據本發明之扭力樑的扭力樑組合 件之一例的略示立體圖。2 is a view showing a torsion beam combination provided with a torsion beam according to the present invention A schematic perspective view of an example of a piece.

圖3係為圖2之扭力樑組合件的略示平面圖。Figure 3 is a schematic plan view of the torsion beam assembly of Figure 2.

圖4係為連同發生在扭力樑之主應力共同顯示之圖2的扭力樑組合件的略示底視圖。Figure 4 is a schematic bottom view of the torsion beam assembly of Figure 2 taken along with the principal stresses occurring in the torsion beam.

圖5A係為順著圖2之箭頭線A-A之扭力樑的略示剖面圖。Figure 5A is a schematic cross-sectional view of the torsion beam along arrow line A-A of Figure 2 .

圖5B係為順著圖2之箭頭線B-B之扭力樑的略示剖面圖。Figure 5B is a schematic cross-sectional view of the torsion beam along arrow line B-B of Figure 2.

圖5C係為順著圖2之箭頭線C-C之扭力樑的略示剖面圖。Figure 5C is a schematic cross-sectional view of the torsion beam along arrow line C-C of Figure 2.

圖5D係為順著圖2之箭頭線D-D之扭力樑的略示剖面圖。Figure 5D is a schematic cross-sectional view of the torsion beam along arrow line D-D of Figure 2.

圖6係為順著圖2之箭頭線B-B之剖面(圖5B)的擴大圖。Fig. 6 is an enlarged view of a section (Fig. 5B) along the arrow line B-B of Fig. 2.

圖7係為顯示根據第1實施形態之扭力樑的剖面變化之概略圖。Fig. 7 is a schematic view showing a change in the cross section of the torsion beam according to the first embodiment.

圖8A係為顯示根據第2實施形態之扭力樑的略示剖面的圖面,並且是順著圖2之箭頭線A-A之扭力樑的略示剖面圖。Fig. 8A is a schematic cross-sectional view showing a perspective view of a torsion beam according to a second embodiment, and is a torsion beam taken along an arrow line A-A of Fig. 2;

圖8B係為顯示根據第2實施形態之扭力樑的略示剖面的圖面,並且是順著圖2之箭頭線B-B之扭力樑的略示剖面圖。Fig. 8B is a schematic cross-sectional view showing a perspective view of a torsion beam according to a second embodiment, and is a torsion beam taken along an arrow line B-B of Fig. 2;

圖8C係為顯示根據第2實施形態之扭力樑的略示剖面的圖面,並且是順著圖2之箭頭線C-C之扭力樑的略示剖面圖。Fig. 8C is a schematic cross-sectional view showing a torsion beam of the torsion beam according to the second embodiment, and is a torsion beam along the arrow line C-C of Fig. 2;

圖8D係為顯示根據第2實施形態之扭力樑的略示剖面的圖面,並且是順著圖2之箭頭線D-D之扭力樑的略示剖面圖。Fig. 8D is a schematic cross-sectional view showing a perspective view of a torsion beam according to a second embodiment, and is a torsion beam taken along an arrow line D-D of Fig. 2;

圖9A係為顯示根據第3實施形態之扭力樑的略示剖面的圖面,並且是順著圖2之箭頭線A-A之扭力樑的略示剖面圖。Fig. 9A is a schematic cross-sectional view showing a perspective view of a torsion beam according to a third embodiment, and is a torsion beam taken along an arrow line A-A of Fig. 2;

圖9B係為顯示根據第3實施形態之扭力樑的略示剖面的圖面,並且是順著圖2之箭頭線B-B之扭力樑的略示剖面圖。Fig. 9B is a schematic cross-sectional view showing a perspective view of a torsion beam according to a third embodiment, and is a torsion beam taken along an arrow line B-B of Fig. 2;

圖9C係為顯示根據第3實施形態之扭力樑的略示剖面的 圖面,並且是順著圖2之箭頭線C-C之扭力樑的略示剖面圖。Figure 9C is a schematic cross-sectional view showing the torsion beam according to the third embodiment. Figure, and is a schematic cross-sectional view of the torsion beam along arrow line C-C of Figure 2.

圖9D係為顯示根據第3實施形態之扭力樑的略示剖面的圖面,並且是順著圖2之箭頭線D-D之扭力樑的略示剖面圖。Fig. 9D is a schematic cross-sectional view showing a torsion beam of the torsion beam according to the third embodiment, and is a torsion beam along the arrow line D-D of Fig. 2;

圖10A係為顯示根據第4實施形態之扭力樑的略示剖面的圖面,並且是順著圖2之箭頭線A-A之扭力樑的略示剖面圖。Fig. 10A is a schematic cross-sectional view showing a perspective view of a torsion beam according to a fourth embodiment, and is a torsion beam taken along an arrow line A-A of Fig. 2;

圖10B係為顯示根據第4實施形態之扭力樑的略示剖面的圖面,並且是順著圖2之箭頭線B-B之扭力樑的略示剖面圖。Fig. 10B is a schematic cross-sectional view showing a perspective view of a torsion beam according to a fourth embodiment, and is a torsion beam taken along an arrow line B-B of Fig. 2;

圖10C係為顯示根據第4實施形態之扭力樑的略示剖面的圖面,並且是順著圖2之箭頭線C-C之扭力樑的略示剖面圖。Fig. 10C is a schematic cross-sectional view showing a torsion beam of the torsion beam according to the fourth embodiment, and is a torsion beam along the arrow line C-C of Fig. 2;

圖10D係為顯示根據第4實施形態之扭力樑的略示剖面的圖面,並且是順著圖2之箭頭線D-D之扭力樑的略示剖面圖。Fig. 10D is a schematic cross-sectional view showing a torsion beam of the torsion beam according to the fourth embodiment, and is a torsion beam along the arrow line D-D of Fig. 2;

圖11A係為顯示根據第5實施形態之扭力樑的略示剖面的圖面,並且是順著圖2之箭頭線A-A之扭力樑的略示剖面圖。Fig. 11A is a schematic cross-sectional view showing a perspective view of a torsion beam according to a fifth embodiment, and is a torsion beam taken along an arrow line A-A of Fig. 2;

圖11B係為顯示根據第5實施形態之扭力樑的略示剖面的圖面,並且是順著圖2之箭頭線B-B之扭力樑的略示剖面圖。Fig. 11B is a schematic cross-sectional view showing a perspective view of a torsion beam according to a fifth embodiment, and is a torsion beam taken along an arrow line B-B of Fig. 2;

圖11C係為顯示根據第5實施形態之扭力樑的略示剖面的圖面,並且是順著圖2之箭頭線C-C之扭力樑的略示剖面圖。Fig. 11C is a schematic cross-sectional view showing a schematic cross section of the torsion beam according to the fifth embodiment, and is a torsion beam along the arrow line C-C of Fig. 2;

圖11D係為顯示根據第5實施形態之扭力樑的略示剖面的圖面,並且是順著圖2之箭頭線D-D之扭力樑的略示剖面圖。Fig. 11D is a schematic cross-sectional view showing a perspective view of a torsion beam according to a fifth embodiment, and is a torsion beam taken along an arrow line D-D of Fig. 2.

圖12A係為顯示根據第6實施形態之扭力樑的略示剖面的圖面,並且是順著圖2之箭頭線A-A之扭力樑的略示剖面圖。Fig. 12A is a schematic cross-sectional view showing a perspective view of a torsion beam according to a sixth embodiment, and is a torsion beam taken along an arrow line A-A of Fig. 2;

圖12B係為顯示根據第6實施形態之扭力樑的略示剖面的圖面,並且是順著圖2之箭頭線B-B之扭力樑的略示剖面圖。Fig. 12B is a schematic cross-sectional view showing a perspective view of a torsion beam according to a sixth embodiment, and is a torsion beam taken along an arrow line B-B of Fig. 2;

圖12C係為顯示根據第6實施形態之扭力樑的略示剖面 的圖面,並且是順著圖2之箭頭線C-C之扭力樑的略示剖面圖。Figure 12C is a schematic cross-sectional view showing the torsion beam according to the sixth embodiment. The drawing is a schematic sectional view of the torsion beam along the arrow line C-C of Fig. 2.

圖12D係為顯示根據第6實施形態之扭力樑的略示剖面的圖面,並且是順著圖2之箭頭線D-D之扭力樑的略示剖面圖。Fig. 12D is a schematic cross-sectional view showing a perspective view of a torsion beam according to a sixth embodiment, and is a torsion beam taken along an arrow line D-D of Fig. 2;

圖13A係為顯示根據第7實施形態之扭力樑的略示剖面的圖面,並且是順著圖2之箭頭線A-A之扭力樑的略示剖面圖。Fig. 13A is a schematic cross-sectional view showing a perspective view of a torsion beam according to a seventh embodiment, and is a torsion beam taken along an arrow line A-A of Fig. 2;

圖13B係為顯示根據第7實施形態之扭力樑的略示剖面的圖面,並且是順著圖2之箭頭線B-B之扭力樑的略示剖面圖。Fig. 13B is a schematic cross-sectional view showing a perspective view of a torsion beam according to a seventh embodiment, and is a torsion beam taken along arrow line B-B of Fig. 2;

圖13C係為顯示根據第7實施形態之扭力樑的略示剖面的圖面,並且是順著圖2之箭頭線C-C之扭力樑的略示剖面圖。Fig. 13C is a schematic cross-sectional view showing a perspective view of a torsion beam according to a seventh embodiment, and is a torsion beam taken along an arrow line C-C of Fig. 2;

圖13D係為顯示根據第7實施形態之扭力樑的略示剖面的圖面,並且是順著圖2之箭頭線D-D之扭力樑的略示剖面圖。Fig. 13D is a schematic cross-sectional view showing a perspective view of a torsion beam according to a seventh embodiment, and is a torsion beam taken along an arrow line D-D of Fig. 2;

用以實施發明之形態Form for implementing the invention

以下,參照添附圖面,說明本發明之多個實施形態。又在圖面所示之符號F、R係表示在將扭力樑安裝在汽車車體時之車輛的前方及後方。Hereinafter, various embodiments of the present invention will be described with reference to the accompanying drawings. Further, the symbols F and R shown on the drawing indicate the front and rear of the vehicle when the torsion beam is attached to the vehicle body.

首先,參照圖1至圖7,針對本發明之第1實施形態進行說明。First, a first embodiment of the present invention will be described with reference to Figs. 1 to 7 .

在圖1中,扭力樑式後懸吊裝置1係具備:扭力樑組合件10、配設在扭力樑組合件10與車體之間的彈簧20及阻尼器30。扭力樑組合件10係如圖1、圖2所示,在安裝於車體時,具備:構成為在汽車前後方向延伸設置的左右一對臂構件之前置定位臂11L、11R;相互連結該前置定位臂11L、11R之扭力樑12。扭力樑組合件10係更進一步具備:支撐彈 簧20下端部之左右一對彈簧承受部16L、16R;及支撐阻尼器30下端部之阻尼器承受部(未圖示)。前置定位臂11L、11R之基端部係以樞軸JL、JR為中心在上下方向或鉛直面內可自由擺動地與車體連結。在與基端部相反側之前置定位臂11L、11R的前端部係可自由旋轉地安裝車輪WL、WR。In FIG. 1, the torsion beam type rear suspension device 1 includes a torsion beam assembly 10, a spring 20 disposed between the torsion beam assembly 10 and the vehicle body, and a damper 30. As shown in FIG. 1 and FIG. 2, the torsion beam assembly 10 is provided with a pair of left and right arm members extending forward and backward in the vehicle front and rear direction, and positioning arms 11L and 11R. The torsion beam 12 of the front positioning arms 11L, 11R. The torsion beam assembly 10 further has: a support bomb A pair of left and right spring receiving portions 16L and 16R of the lower end portion of the spring 20; and a damper receiving portion (not shown) that supports the lower end portion of the damper 30. The base end portions of the front positioning arms 11L and 11R are coupled to the vehicle body so as to be swingable in the vertical direction or the vertical plane around the pivots JL and JR. The front end portions of the positioning arms 11L and 11R are rotatably attached to the front end portions of the positioning arms 11L and 11R on the side opposite to the base end portion.

扭力樑12係由在該前置定位臂11L、11R之間並在汽車的左右方向,也就是寬度方向延伸設置的中空構件構成。彈簧承受部16L、16R係對於扭力樑12形成在樞軸JL、JR的相反側,在本實施形態中為汽車的後方側,而且形成在前置定位臂11L、11R與扭力樑12之間,阻尼器承受部(未圖示)係在前置定位臂11L、11R上之中設置在彈簧承受部16L、16R的附近。The torsion beam 12 is composed of a hollow member extending between the front positioning arms 11L and 11R and extending in the left-right direction of the automobile, that is, in the width direction. The spring receiving portions 16L and 16R are formed on the opposite side of the pivot shafts JL and JR with respect to the torsion beam 12, and are the rear side of the automobile in the present embodiment, and are formed between the front positioning arms 11L and 11R and the torsion beam 12, A damper receiving portion (not shown) is provided in the vicinity of the spring receiving portions 16L, 16R among the front positioning arms 11L, 11R.

根據第1實施形態之扭力樑12係具備:設置在其長度方向的大約中央之一定形狀部13;設置在兩端部並與前置定位臂11L、11R結合之第1及第2連接部15a、15b;及設置在一定形狀部13與第1及第2連接部15a、15b之間之第1及第2非對稱形狀部14a、14b。扭力樑12係如圖3、圖4、圖5A~圖5D所示,具有在安裝於車體時配置在靠近樞軸JL、JR側的第1腳部18a;及配置在遠離樞軸JL、JR側的第2腳部18b之具有大約倒V或U字形剖面。在第1及第2腳部18a、18b之間係形成朝扭力樑12的長度方向延伸之凹處17。凹處17係從第1及第2連接部15a、15b朝向一定形狀部13,並通過第1及第2非對稱形狀部14a、14b,使深度逐漸變深,並在一定形狀部13中使深度大致成為一定。The torsion beam 12 according to the first embodiment includes a fixed shape portion 13 provided at approximately the center in the longitudinal direction thereof, and first and second connecting portions 15a provided at both end portions and coupled to the front positioning arms 11L and 11R. And 15b; and first and second asymmetrical shape portions 14a and 14b provided between the fixed shape portion 13 and the first and second connecting portions 15a and 15b. As shown in FIGS. 3, 4, and 5A to 5D, the torsion beam 12 has a first leg portion 18a disposed on the side closer to the pivots JL and JR when mounted on the vehicle body, and is disposed away from the pivot axis JL. The second leg portion 18b on the JR side has an approximately inverted V or U-shaped cross section. A recess 17 extending in the longitudinal direction of the torsion beam 12 is formed between the first and second leg portions 18a and 18b. The recess 17 is formed so that the first and second connecting portions 15a and 15b are directed toward the fixed shape portion 13 and the depth is gradually deepened by the first and second asymmetric shape portions 14a and 14b, and is formed in the fixed shape portion 13 The depth is roughly fixed.

一定形狀部13係為對於扭力樑12的長度方向為垂直的剖面形狀在扭力樑12的長度方向沒有約略變化的區域。The fixed shape portion 13 is a region in which the cross-sectional shape perpendicular to the longitudinal direction of the torsion beam 12 does not slightly change in the longitudinal direction of the torsion beam 12 .

第1及第2連接部15a、15b具有將扭力樑12與前置定位臂11L、11R結合之適切的形狀。又,在第1及第2連接部15a、15b中只有在與第1及第2非對稱形狀部14a、14b相鄰的區域形成淺凹處17(圖5D)。在本實施形態中,凹處17係沒有形成在與前置定位臂11L、11R結合之扭力樑12的前端及與該前端相鄰的部份。或是在第1及第2連接部15a、15b不設置凹處17亦可。第1及第2連接部15a、15b係可以構成為從扭力樑12的前端具有與該第1及第2連接部15a、15b的相當直徑大約相等的長度之區域。The first and second connecting portions 15a and 15b have an appropriate shape to couple the torsion beam 12 to the front positioning arms 11L and 11R. Further, in the first and second connecting portions 15a and 15b, the shallow recess 17 is formed only in the region adjacent to the first and second asymmetric shaped portions 14a and 14b (Fig. 5D). In the present embodiment, the recess 17 is not formed at the front end of the torsion beam 12 coupled to the front positioning arms 11L, 11R and a portion adjacent to the front end. Alternatively, the recesses 17 may not be provided in the first and second connecting portions 15a and 15b. The first and second connecting portions 15a and 15b may be configured to have a region having a length approximately equal to a diameter corresponding to the first and second connecting portions 15a and 15b from the distal end of the torsion beam 12.

第1及第2非對稱形狀部14a、14b係如圖5A、圖5B所示,以第1腳部18a比第2腳部18b更粗的方式,使該第1及第2非對稱形狀部14a、14b的剖面在前後方向形成為非對稱的區域。As shown in FIGS. 5A and 5B, the first and second asymmetrical shape portions 14a and 14b have the first and second asymmetrical shape portions such that the first leg portion 18a is thicker than the second leg portion 18b. The cross sections of 14a and 14b are formed in an asymmetrical region in the front-rear direction.

其中,當參照順著圖2之箭頭線B-B的剖面(圖5B)的擴大圖,也就是圖6時,扭力樑12係由外壁部19a及內壁部19b構成,並在兩者之間形成內部空間。外壁部19a係從第1腳部18a的前端點P1經過頂點P4再到第2腳部18b的前端點P2之壁部份。內壁部19b係從第1腳部18a的前端點P1經過凹處17的頂點P3再到第2腳部18b的前端點P2之壁部份。軸線OV係為對於線段P1P2垂直通過第1及第2腳部18a、18b的前端點P1、P2之間的中央之軸線。在根據第1實施形態之扭 力樑12中,外壁部19a的頂點P4雖然是配置在軸線OV上,但是內壁部19b的頂點P3係在非對稱形狀部14a、14b中從軸線OV偏置在後方,也就是與樞軸JL、JR分離的方向。Here, when referring to the enlarged view of the cross section (Fig. 5B) along the arrow line BB of Fig. 2, that is, Fig. 6, the torsion beam 12 is composed of the outer wall portion 19a and the inner wall portion 19b, and is formed therebetween. Internal space. The outer wall portion 19a is a wall portion from the front end point P1 of the first leg portion 18a passing through the vertex P4 to the front end point P2 of the second leg portion 18b. The inner wall portion 19b passes from the vertex point P1 of the first leg portion 18a to the wall portion of the tip end point P2 of the second leg portion 18b through the vertex P3 of the recess portion 17. The axis OV is an axis that passes through the center between the front end points P1 and P2 of the first and second leg portions 18a and 18b perpendicularly to the line segment P1P2. Twisted according to the first embodiment In the force beam 12, the apex P4 of the outer wall portion 19a is disposed on the axis OV, but the apex P3 of the inner wall portion 19b is offset from the axis OV at the rear in the asymmetrical shape portions 14a, 14b, that is, with the pivot The direction in which JL and JR are separated.

又,在圖6中,直線L1係為與第1及第2腳部18a、18b兩方的前端點P1、P2接合之共通的接線。直線L2係為與直線L1平行,而且與凹處17的頂點P3接合之直線。直線L3係為與直線L1、L2平行,而且與直線L1、L2為等距離之直線。在非對稱形狀部14a、14b中,第1及第2腳部18a、18b與直線L3交叉的部份之中,使第1腳部18a的粗細或寬度尺寸比第2腳部18b的粗細或寬度尺寸更大。第1腳部18a的粗細或寬度尺寸可以是在第1腳部18a中通過外壁部19a及內壁部18b之間的中間面IPa與直線L3的交點C1之外壁部19a及內壁部18b之間的距離LF。同樣,第2腳部18b的粗細或寬度尺寸可以定義為在第2腳部18b中通過外壁部19a及內壁部19b之間的中間面IPb與直線L3的交點C2之外壁部19a及內壁部18b之間的距離LR。Further, in Fig. 6, the straight line L1 is a common wire that is joined to the front end points P1 and P2 of the first and second leg portions 18a and 18b. The straight line L2 is a straight line parallel to the straight line L1 and joined to the apex P3 of the recess 17. The straight line L3 is a straight line parallel to the straight lines L1 and L2 and equidistant from the straight lines L1 and L2. Among the asymmetrically shaped portions 14a and 14b, among the portions where the first and second leg portions 18a and 18b intersect the straight line L3, the thickness or width dimension of the first leg portion 18a is made smaller than the thickness of the second leg portion 18b or The width is larger. The thickness or width dimension of the first leg portion 18a may be the outer wall portion 19a and the inner wall portion 18b passing through the intersection C1 between the intermediate surface IPa between the outer wall portion 19a and the inner wall portion 18b and the straight line L3 in the first leg portion 18a. The distance between LF. Similarly, the thickness or width dimension of the second leg portion 18b can be defined as the outer wall portion 19a and the inner wall passing through the intersection C2 of the intermediate surface IPb between the outer wall portion 19a and the inner wall portion 19b and the straight line L3 in the second leg portion 18b. The distance LR between the portions 18b.

在第1及第2非對稱形狀部14a、14b中,第1及第2腳部18a、18b的粗細或寬度尺寸之比α=LF/LR雖然在扭力樑12的長度方向有所變化,但是在第1實施形態中,最大αmax=1.8。本案發明者們係從扭力樑12的數值解析發現到以下的事實。In the first and second asymmetrical shape portions 14a and 14b, the ratio α=LF/LR of the thickness or the width dimension of the first and second leg portions 18a and 18b varies in the longitudinal direction of the torsion beam 12, but In the first embodiment, the maximum αmax is 1.8. The inventors of the present invention found the following facts from the numerical analysis of the torsion beam 12.

(1)當α值越大,在第1腳部18a中發生在形成凹處17的內壁部19b之拉伸應力S1會減低。(1) When the value of α is larger, the tensile stress S1 occurring in the inner wall portion 19b where the recess 17 is formed in the first leg portion 18a is reduced.

(2)當α值越大,在第2腳部18b中發生在形成凹處17的內 壁部19b之拉伸應力S2會增加。(2) When the value of α is larger, it occurs in the second leg portion 18b in the formation of the recess 17 The tensile stress S2 of the wall portion 19b increases.

從上述理由(1)、(2),可以得知:第1及第2非對稱形狀部14a、14b中之第1及第2腳部18a、18b的粗細或寬度尺寸之比,也就是α值係存在有適當的範圍,從數值解析係以1.1≦α≦2.5為佳。又,當α值大到必要以上時,從金屬管構件沖壓成形扭力樑12時之成形性會降低。再者,從數值解析得知:為了到充分的應力緩和之效果,第1及第2非對稱形狀部14a、14b之長度方向的尺寸係為相互等長,而且以扭力樑12長度的5%以上為佳。進一步,第1及第2非對稱形狀部14a、14b之長度方向的尺寸係以扭力樑12長度的40%以下為佳。又,在第1實施形態中,第1及第2非對稱形狀部14a、14b之長度係為扭力樑12長度的20%。From the above reasons (1) and (2), it is understood that the ratio of the thickness or the width dimension of the first and second leg portions 18a and 18b in the first and second asymmetrical shape portions 14a and 14b is α. The value system has an appropriate range, and the numerical analysis system is preferably 1.1 ≦ α ≦ 2.5. Further, when the value of α is larger than necessary, the formability when the torsion beam 12 is press-formed from the metal pipe member is lowered. Further, from the numerical analysis, it is found that the dimensions of the first and second asymmetrical shape portions 14a and 14b in the longitudinal direction are equal to each other in order to achieve a sufficient stress relaxation effect, and 5% of the length of the torsion beam 12 The above is better. Further, the dimension of the first and second asymmetrical shape portions 14a and 14b in the longitudinal direction is preferably 40% or less of the length of the torsion beam 12. Further, in the first embodiment, the lengths of the first and second asymmetrical shape portions 14a and 14b are 20% of the length of the torsion beam 12.

其次,再一邊參照圖4,一邊說明根據第1實施形態之扭力樑12的作用。Next, the action of the torsion beam 12 according to the first embodiment will be described with reference to Fig. 4 .

當左右一對前置定位臂11R、11L的一方以樞軸JR、JL為中心擺動時,另一方的前置定位臂係相對性朝相反側擺動。例如,當安裝在扭力樑式後懸吊裝置1的右車輪承受到向上的力量時,右側的前置定位臂11R係以樞軸JR為中心朝上方擺動,左側的前置定位臂11L係對於右側的前置定位臂11R相對性地朝下方擺動。藉此,如圖4所示,在扭力樑12的右半部中於第1腳部18a的內壁部18b朝方向F1發生大的拉伸應力S1,在左半部中於第2腳部18b的內壁部19b朝方向F2發生比S1更小的拉伸應力S2。相反,在扭力樑12的右半部中於第2腳部18b的內壁部19b發生壓縮應力P1,在左半部 中於第1腳部18b的內壁部18b發生壓縮應力P2。又,在左車輪承受向上的力量,而使左側的前置定位臂11L朝上方擺動的情況下,可以理解為會進行與上述作用相反的作用。When one of the pair of right and left front positioning arms 11R and 11L swings around the pivots JR and JL, the other front positioning arm swings toward the opposite side. For example, when the right wheel mounted on the torsion beam type rear suspension device 1 receives an upward force, the right front positioning arm 11R swings upward with the pivot JR as the center, and the left front positioning arm 11L is The front positioning arm 11R on the right side relatively swings downward. As a result, as shown in FIG. 4, in the right half of the torsion beam 12, a large tensile stress S1 is generated in the inner wall portion 18b of the first leg portion 18a in the direction F1, and in the left half in the second leg portion. The inner wall portion 19b of 18b generates a tensile stress S2 smaller than S1 in the direction F2. On the contrary, in the right half of the torsion beam 12, a compressive stress P1 occurs in the inner wall portion 19b of the second leg portion 18b, in the left half. The compressive stress P2 is generated in the inner wall portion 18b of the first leg portion 18b. Further, in the case where the left wheel receives the upward force and the left front positioning arm 11L swings upward, it can be understood that the opposite effect is exerted.

根據第1實施形態之扭力樑12,在扭力樑12之第1及第2非對稱形狀部14a、14b中可以大幅減低發生在第1腳部18b的內壁部18b之朝方向F1的拉伸應力S1。此係因為藉由在扭力樑12之第1及第2非對稱形狀部14a、14b中將第1腳部18a變粗,也就是將外壁部19a與內壁部18b之間的距離LF變大,而在非對稱形狀部14a、14b中使第1腳部18a的剖面剛度變高,減低拉伸應力。一方面,在扭力樑12之第1及第2非對稱形狀部14a、14b之中,在第2腳部18b中因為外壁部19a與內壁部19b之間的距離LR比第1腳部18a的外壁部19a與內壁部18b之間的距離LF更小,因此降低剖面剛度。為此,在扭力樑12之第1及第2非對稱形狀部14a、14b中雖然使發生第2腳部18b的內壁部19b之拉伸應力S2增大,但是藉由使非對稱形狀部14a、14b中之α值適當化,可以使拉伸應力S2比拉伸應力S1更小。According to the torsion beam 12 of the first embodiment, the first and second asymmetrical portions 14a and 14b of the torsion beam 12 can greatly reduce the stretching in the direction F1 of the inner wall portion 18b of the first leg portion 18b. Stress S1. This is because the first leg portion 18a is thickened in the first and second asymmetrical shape portions 14a and 14b of the torsion beam 12, that is, the distance LF between the outer wall portion 19a and the inner wall portion 18b is increased. In the asymmetric shape portions 14a and 14b, the cross-sectional rigidity of the first leg portion 18a is increased to reduce the tensile stress. On the other hand, among the first and second asymmetrical shape portions 14a and 14b of the torsion beam 12, the distance LR between the outer wall portion 19a and the inner wall portion 19b in the second leg portion 18b is larger than that of the first leg portion 18a. The distance LF between the outer wall portion 19a and the inner wall portion 18b is smaller, thus reducing the section rigidity. Therefore, in the first and second asymmetrical shape portions 14a and 14b of the torsion beam 12, the tensile stress S2 of the inner wall portion 19b of the second leg portion 18b is increased, but the asymmetric shape portion is formed. The α value in 14a and 14b is appropriately adjusted so that the tensile stress S2 can be made smaller than the tensile stress S1.

根據第1實施形態之扭力樑12、扭力樑12組合件10、及扭力樑式後懸吊裝置1,因為扭力樑12具備:使外壁部19a及內壁部19b之車輛前後方向中的間隔LF、LR為非對稱形成之第1及第2非對稱形狀部14a、14b,因此可以將發生在扭力樑12的應力與扭力樑12的剛度分開獨立控制,而可以容易且適切設定扭力樑12的扭轉剛度及最大主應力之值。According to the torsion beam 12, the torsion beam 12 assembly 10, and the torsion beam type rear suspension device 1 of the first embodiment, the torsion beam 12 is provided with an interval LF between the outer wall portion 19a and the inner wall portion 19b in the vehicle front and rear direction. LR is the first and second asymmetrical shape portions 14a and 14b formed asymmetrically, so that the stress occurring in the torsion beam 12 can be independently controlled separately from the stiffness of the torsion beam 12, and the torsion beam 12 can be easily and appropriately set. The value of torsional stiffness and maximum principal stress.

又,根據第1實施形態之扭力樑12係與習知的扭力樑相同,藉由將外壁部19a形成為對於軸線OV在前後方向對稱的剖面形狀,而可以容易置換到習知的扭力樑式懸吊裝置。根據依據本實施形態之扭力樑12,可以一邊維持期望的懸吊性能,一邊將扭力樑12的最大主應力之值變小而有效減低發生在扭力樑12之金屬疲乏。Further, the torsion beam 12 according to the first embodiment is similar to the conventional torsion beam, and the outer wall portion 19a can be easily replaced with a conventional torsion beam type by forming a cross-sectional shape that is symmetrical with respect to the axis OV in the front-rear direction. Suspension device. According to the torsion beam 12 according to the present embodiment, the value of the maximum principal stress of the torsion beam 12 can be reduced while maintaining the desired suspension performance, and the metal fatigue occurring in the torsion beam 12 can be effectively reduced.

其次,參照圖8A~圖8D,說明本發明之第2實施形態。在圖8A~圖8D中,對於與圖5A~圖5D所示之實施形態相同的構成要素係付予相同的參照符號。Next, a second embodiment of the present invention will be described with reference to Figs. 8A to 8D. In FIGS. 8A to 8D, the same components as those in the embodiment shown in FIGS. 5A to 5D are denoted by the same reference numerals.

第2實施形態之扭力樑42亦同,與根據第1實施形態之扭力樑12相同,具備:一定形狀部13(圖8A)、非對稱形狀部14a、14b(圖8B、8C)、及連接部15a、15b(圖8D),並在非對稱形狀部14a、14b中使第1腳部18a形成為比第2腳部18b更粗。然而,第2實施形態係使外壁部19a的頂點P4從軸線OV偏置在後方,也就是與樞軸JL、JR分離的方向之點而與第1實施形態有所不同。內壁部19b的頂點P3也還是從軸線OV偏置在後方。Similarly to the torsion beam 12 according to the first embodiment, the torsion beam 42 of the second embodiment includes the fixed shape portion 13 (FIG. 8A), the asymmetric shape portions 14a and 14b (FIGS. 8B and 8C), and the connection. In the portions 15a and 15b (Fig. 8D), the first leg portions 18a are formed thicker than the second leg portions 18b in the asymmetric shape portions 14a and 14b. However, in the second embodiment, the apex P4 of the outer wall portion 19a is offset from the axis OV, that is, the direction separating from the pivots JL and JR, which is different from the first embodiment. The apex P3 of the inner wall portion 19b is also offset rearward from the axis OV.

根據依據第2實施形態的扭力樑42,因為外壁部19a的頂點P4位置係沒有限制在軸線OV上,與第1實施形態相比可以更自由選擇一定形狀部及非對稱形狀部14a、14b的剖面形狀,並且與根據第1實施形態的扭力樑12相比,可以一邊更進一步抑制扭力樑42的扭轉剛度一邊減低拉伸應力。According to the torsion beam 42 according to the second embodiment, since the position of the vertex P4 of the outer wall portion 19a is not limited to the axis OV, the fixed shape portion and the asymmetrical shape portion 14a, 14b can be more freely selected than in the first embodiment. Compared with the torsion beam 12 according to the first embodiment, the cross-sectional shape can further reduce the tensile stress while suppressing the torsional rigidity of the torsion beam 42.

其次,參照圖9A~圖9D,說明本發明之第3實施 形態。在圖9A~圖9D中也是,對於與圖5A~圖5D所示之實施形態相同的構成要素係付予相同的參照符號。Next, a third embodiment of the present invention will be described with reference to FIGS. 9A to 9D. form. In FIGS. 9A to 9D, the same components as those in the embodiment shown in FIGS. 5A to 5D are denoted by the same reference numerals.

第3實施形態之扭力樑52亦同,與根據第1實施形態之扭力樑12相同,具備:一定形狀部13(圖9A)、非對稱形狀部14a、14b(圖9B、9C)、及連接部15a、15b(圖9D),並在非對稱形狀部14a、14b中使第1腳部18a形成為比第2腳部18b更粗。然而,第3實施形態係使外壁部19a的頂點P4在一定形狀部13中配置在軸線OV上,但是在非對稱形狀部14a、14b及連接部15a、15b中從軸線OV偏置在前方,也就是與樞軸JL、JR靠近的方向之點而與第1實施形態有所不同。又,在第3實施形態中,內壁部19b的頂點P3係在一定形狀部13中配置在軸線OV上,但是在非對稱形狀部14a、14b及連接部15a、15b中從軸線OV偏置在後方之點也與第1實施形態不同。Similarly to the torsion beam 12 according to the first embodiment, the torsion beam 52 of the third embodiment includes a constant shape portion 13 (FIG. 9A), asymmetrical shape portions 14a and 14b (FIGS. 9B and 9C), and a connection. In the portions 15a and 15b (Fig. 9D), the first leg portions 18a are formed thicker than the second leg portions 18b in the asymmetric shape portions 14a and 14b. However, in the third embodiment, the apex P4 of the outer wall portion 19a is disposed on the axis OV in the fixed shape portion 13, but the asymmetrical shape portions 14a and 14b and the connecting portions 15a and 15b are offset from the axis OV in the front. That is, the point in the direction in which the pivots JL and JR are close to each other is different from that in the first embodiment. Further, in the third embodiment, the apex P3 of the inner wall portion 19b is disposed on the axis OV in the fixed shape portion 13, but is offset from the axis OV in the asymmetric shape portions 14a, 14b and the connecting portions 15a, 15b. The point at the rear is also different from that of the first embodiment.

根據依據第3實施形態的扭力樑52,與第1實施形態相比,即使內壁部19b的剖面形狀是在小範圍內變化,因為可以達到與第1實施形態相等的應力減低,而在成形性優之點為有利的。According to the torsion beam 52 according to the third embodiment, the cross-sectional shape of the inner wall portion 19b is changed within a small range as compared with the first embodiment, and the stress reduction equivalent to that of the first embodiment can be achieved. The point of sexual excellence is favorable.

其次,參照圖10A~圖10D,說明本發明之第4實施形態。在圖10A~圖10D中也是,對於與圖5A~圖5D所示之實施形態相同的構成要素係付予相同的參照符號。Next, a fourth embodiment of the present invention will be described with reference to Figs. 10A to 10D. In FIGS. 10A to 10D, the same components as those in the embodiment shown in FIGS. 5A to 5D are denoted by the same reference numerals.

第4實施形態之扭力樑62亦同,與根據第1實施形態之扭力樑12相同,具備:一定形狀部13(圖10A)、非對稱形狀部14a、14b(圖10B、10C)、及連接部15a、15b(圖10D),並在非對稱形狀部14a、14b中使第1腳部18a形成為比第2腳部 18b更粗。然而,第4實施形態係利用使外壁部19a的頂點P4在一定形狀部13中配置在軸線OV上,但是在非對稱形狀部14a、14b及連接部15a、15b中從軸線OV偏置在前方,也就是與樞軸JL、JR靠近的方向之點而與第1實施形態有所不同。又,在第4實施形態中,內壁部19b的頂點P3係涵蓋凹處17的全長都配置在軸線OV上。Similarly to the torsion beam 12 according to the first embodiment, the torsion beam 62 of the fourth embodiment includes the fixed shape portion 13 (FIG. 10A), the asymmetric shape portions 14a and 14b (FIGS. 10B and 10C), and the connection. In the portions 15a and 15b (Fig. 10D), the first leg portion 18a is formed to be smaller than the second leg portion in the asymmetric shape portions 14a and 14b. 18b is thicker. However, in the fourth embodiment, the apex P4 of the outer wall portion 19a is disposed on the axis OV in the fixed shape portion 13, but is offset from the axis OV in the front side in the asymmetric shape portions 14a and 14b and the connecting portions 15a and 15b. That is, the point in the direction in which the pivots JL and JR are close to each other is different from that in the first embodiment. Further, in the fourth embodiment, the apex P3 of the inner wall portion 19b covers the entire length of the recess 17 on the axis OV.

根據依據第4實施形態的扭力樑62,由於外壁部19a的形狀選擇範圍變廣,因此與第1實施形態相比在非對稱形狀部14a、14b中可以使α值變大,即使是小的非對稱形狀部14a、14b也可以得到同等的效果。According to the torsion beam 62 according to the fourth embodiment, since the shape selection range of the outer wall portion 19a is widened, the α value can be increased in the asymmetric shape portions 14a and 14b as compared with the first embodiment, even if it is small. The same effect can be obtained also in the asymmetric shape portions 14a and 14b.

其次,參照圖11A~圖11D,說明本發明之第5實施形態。在圖11A~圖11D中也是,對於與圖5A~圖5D所示之實施形態相同的構成要素係付予相同的參照符號。Next, a fifth embodiment of the present invention will be described with reference to Figs. 11A to 11D. In FIGS. 11A to 11D, the same components as those in the embodiment shown in FIGS. 5A to 5D are denoted by the same reference numerals.

第5實施形態之扭力樑72亦同,與根據第1實施形態之扭力樑12相同,具備:一定形狀部13(圖11A)、非對稱形狀部14a、14b(圖11B、11C)、及連接部15a、15b(圖11D),並在非對稱形狀部14a、14b中使第1腳部18a形成為比第2腳部18b更粗。然而,第5實施形態係使外壁部19a及內壁部19b兩方的頂點P4、P3都配置在軸線OV上之點而與第1實施形態有所不同。Similarly to the torsion beam 12 according to the first embodiment, the torsion beam 72 of the fifth embodiment includes a constant shape portion 13 (FIG. 11A), asymmetrical shape portions 14a and 14b (FIGS. 11B and 11C), and a connection. In the portions 15a and 15b (Fig. 11D), the first leg portions 18a are formed thicker than the second leg portions 18b in the asymmetric shape portions 14a and 14b. However, in the fifth embodiment, the apexes P4 and P3 of both the outer wall portion 19a and the inner wall portion 19b are arranged on the axis OV, which is different from the first embodiment.

根據依據第5實施形態的扭力樑72,可以將非對稱形狀部14a、14b中的α值變大,與第1實施形態相比可以得到與非對稱形狀部14a、14b為小的同等效果,同時因為外壁部19a及內壁部19b的頂點P4、P3都在軸線OV上,也就 是位於扭力樑12的寬度方向中心,因此與第1實施形態相比成形性佳。According to the torsion beam 72 according to the fifth embodiment, the α value in the asymmetric shape portions 14a and 14b can be increased, and the same effect as that of the asymmetric shape portions 14a and 14b can be obtained as compared with the first embodiment. At the same time, since the apexes P4 and P3 of the outer wall portion 19a and the inner wall portion 19b are all on the axis OV, Since it is located in the center of the width direction of the torsion beam 12, it is excellent in formability compared with the first embodiment.

其次,參照圖12A~圖12D,說明本發明之第6實施形態。在圖12A~圖12D中也是,對於與圖5A~圖5D所示之實施形態相同的構成要素係付予相同的參照符號。Next, a sixth embodiment of the present invention will be described with reference to Figs. 12A to 12D. In FIGS. 12A to 12D, the same components as those in the embodiment shown in FIGS. 5A to 5D are denoted by the same reference numerals.

第6實施形態之扭力樑82亦同,與根據第1實施形態之扭力樑12相同,具備:一定形狀部13(圖12A)、非對稱形狀部14a、14b(圖12B、12C)、及連接部15a、15b(圖12D),並在非對稱形狀部14a、14b中使第1腳部18a形成為比第2腳部18b更粗。然而,第6實施形態係使外壁部19a及內壁部19b兩方的頂點P4、P3都配置在軸線OV上之點而與第1實施形態有所不同。再者,凹處17係對於軸線OV在汽車的前後方向形成為對稱形狀。Similarly to the torsion beam 12 according to the first embodiment, the torsion beam 82 of the sixth embodiment includes the fixed shape portion 13 (FIG. 12A), the asymmetric shape portions 14a and 14b (FIGS. 12B and 12C), and the connection. In the portions 15a and 15b (Fig. 12D), the first leg portions 18a are formed thicker than the second leg portions 18b in the asymmetric shape portions 14a and 14b. However, in the sixth embodiment, the apexes P4 and P3 of both the outer wall portion 19a and the inner wall portion 19b are arranged on the axis OV, which is different from the first embodiment. Further, the recess 17 is formed in a symmetrical shape with respect to the axis OV in the front-rear direction of the automobile.

根據依據第6實施形態的扭力樑82,可以將非對稱形狀部14a、14b中的α值變大,與第1實施形態相比可以得到與非對稱形狀部14a、14b為小的同等效果。再者,在根據第6實施形態的扭力樑82中,由於外壁部19a及內壁部19b的頂點P4、P3都在扭力樑82的軸線OV上,因此與第1實施形態相比成形性佳。According to the torsion beam 82 according to the sixth embodiment, the α value in the asymmetric shape portions 14a and 14b can be increased, and the same effect as that of the asymmetric shape portions 14a and 14b can be obtained as compared with the first embodiment. Further, in the torsion beam 82 according to the sixth embodiment, since the apexes P4 and P3 of the outer wall portion 19a and the inner wall portion 19b are both on the axis OV of the torsion beam 82, the formability is better than that of the first embodiment. .

其次,參照圖13A~圖13D,說明本發明之第7實施形態。在圖12A~圖12D中也是,對於與圖5A~圖5D所示之實施形態相同的構成要素係付予相同的參照符號。Next, a seventh embodiment of the present invention will be described with reference to Figs. 13A to 13D. In FIGS. 12A to 12D, the same components as those in the embodiment shown in FIGS. 5A to 5D are denoted by the same reference numerals.

第7實施形態之扭力樑92亦同,與根據第1實施形態之扭力樑12相同,具備:一定形狀部13(圖13A)、非對稱形狀 部14a、14b(圖13B、13C)、及連接部15a、15b(圖13D),並在非對稱形狀部14a、14b中使第1腳部18a形成為比第2腳部18b更粗。然而,第7實施形態係使外壁部19a及內壁部19b兩方的頂點P4、P3都配置在軸線OV上,也就是配置在扭力樑寬度方向的中央之點而與第1實施形態有所不同。再者,凹處17係對於軸線OV在汽車的前後方向形成為對稱形狀。Similarly to the torsion beam 12 according to the first embodiment, the torsion beam 92 of the seventh embodiment has a constant shape portion 13 (Fig. 13A) and an asymmetrical shape. The portions 14a and 14b (Figs. 13B and 13C) and the connecting portions 15a and 15b (Fig. 13D) have the first leg portions 18a formed thicker than the second leg portions 18b in the asymmetrically shaped portions 14a and 14b. In the seventh embodiment, the apexes P4 and P3 of both the outer wall portion 19a and the inner wall portion 19b are disposed on the axis OV, that is, at the center in the width direction of the torsion beam, and are different from the first embodiment. different. Further, the recess 17 is formed in a symmetrical shape with respect to the axis OV in the front-rear direction of the automobile.

根據依據第7實施形態的扭力樑72,可以將非對稱形狀部14a、14b中的α值變大,與第1實施形態相比可以得到即使非對稱形狀部14a、14b為窄小的同等效果,同時因為外壁部19a及內壁部19b的頂都位於扭力樑的寬度方向中心,因此與第1實施形態相比可以提升成形性。According to the torsion beam 72 according to the seventh embodiment, the α value in the asymmetric shape portions 14a and 14b can be increased, and the same effect as that of the asymmetric shape portions 14a and 14b can be obtained as compared with the first embodiment. At the same time, since the tops of the outer wall portion 19a and the inner wall portion 19b are located at the center in the width direction of the torsion beam, the formability can be improved as compared with the first embodiment.

<實施例><Example>

其次,針對本發明之實施例進行說明。Next, an embodiment of the present invention will be described.

於表1顯示使用在上方形成頂點之大約V字或U字形的扭力樑之模擬結果。又,在表1中,各實施例的模擬結果係利用與習知之扭力樑,也就是比較例之比予以顯示。在模擬所使用之扭力樑的概略尺寸係在長度方向為1000mm,在長度方向中的寬度為95mm,在長度方向中的高度為55mm。又,模擬係在左右的車輪施加5000N的反向外力,而使左右車輪的高度差為140mm的方式施予移位後加以進行。Table 1 shows the simulation results using a torsion beam of approximately V-shape or U-shape forming a vertex above. Further, in Table 1, the simulation results of the respective examples are shown by using a ratio of a conventional torsion beam, that is, a comparative example. The approximate dimensions of the torsion beam used in the simulation were 1000 mm in the longitudinal direction, 95 mm in the longitudinal direction, and 55 mm in the longitudinal direction. Further, the simulation was performed by applying a reverse external force of 5000 N to the left and right wheels and shifting the height difference between the left and right wheels to 140 mm.

作為比較例之扭力樑係不具備非對稱形狀部,跨越扭力樑的全長在前後方向為對稱形成。The torsion beam system as a comparative example does not have an asymmetrical shape portion, and the entire length of the torsion beam is symmetrically formed in the front-rear direction.

實施例1係為根據第1實施形態的扭力樑,而且是使非對稱形狀部14a、14b在扭力樑的長度方向單側跨越延伸 200mm,非對稱形狀部14a、14b中的α值為1.8的扭力樑。The first embodiment is a torsion beam according to the first embodiment, and the asymmetrically shaped portions 14a and 14b are extended across the longitudinal direction of the torsion beam. 200 mm, a torsion beam with an alpha value of 1.8 in the asymmetric shape portions 14a, 14b.

實施例2係為根據第2實施形態的扭力樑,而且是根據使非對稱形狀部14a、14b在扭力樑的長度方向單側跨越延伸400mm,非對稱形狀部14a、14b中的α值為1.8的扭力樑者。The second embodiment is a torsion beam according to the second embodiment, and the α value is 1.8 in the asymmetric shape portions 14a and 14b by extending the asymmetric shape portions 14a and 14b over one side in the longitudinal direction of the torsion beam by 400 mm. The torsion beam.

實施例3係為根據第3實施形態的扭力樑,而且是根據使非對稱形狀部14a、14b在扭力樑的長度方向單側跨越延伸200mm,非對稱形狀部14a、14b中的α值為1.8的扭力樑者。The third embodiment is a torsion beam according to the third embodiment, and the α value is 1.8 in the asymmetric shape portions 14a and 14b by extending the asymmetric shape portions 14a and 14b over a length of 200 mm on one side in the longitudinal direction of the torsion beam. The torsion beam.

實施例4係為根據第4實施形態的扭力樑,而且是根據使非對稱形狀部14a、14b在扭力樑的長度方向單側跨越延伸150mm,非對稱形狀部14a、14b中的α值為1.8的扭力樑者。The fourth embodiment is a torsion beam according to the fourth embodiment, and the α value is 1.8 in the asymmetric shape portions 14a and 14b by extending the asymmetric shape portions 14a and 14b over one side in the longitudinal direction of the torsion beam by 150 mm. The torsion beam.

實施例5係為根據第5實施形態的扭力樑,而且是根據使非對稱形狀部14a、14b在扭力樑的長度方向單側跨越延伸150mm,非對稱形狀部14a、14b中的α值為1.8的扭力樑者。The fifth embodiment is the torsion beam according to the fifth embodiment, and the α value is 1.8 in the asymmetric shape portions 14a and 14b by extending the asymmetric shape portions 14a and 14b over one side in the longitudinal direction of the torsion beam by 150 mm. The torsion beam.

實施例6係為根據第6實施形態的扭力樑,而且是根據使非對稱形狀部14a、14b在扭力樑的長度方向單側跨越延伸150mm,非對稱形狀部14a、14b中的α值為1.8的扭力樑者。The sixth embodiment is a torsion beam according to the sixth embodiment, and the α value is 1.8 in the asymmetric shape portions 14a and 14b by extending the asymmetric shape portions 14a and 14b over one side in the longitudinal direction of the torsion beam by 150 mm. The torsion beam.

實施例7係為根據第7實施形態的扭力樑,而且是根據使非對稱形狀部14a、14b在扭力樑的長度方向單側跨越延伸150mm,非對稱形狀部14a、14b中的α值為1.8的扭力 樑者。The seventh embodiment is the torsion beam according to the seventh embodiment, and the α value is 1.8 in the asymmetric shape portions 14a and 14b by extending the asymmetric shape portions 14a and 14b over one side in the longitudinal direction of the torsion beam by 150 mm. Torque Liang.

又,在表1中,成形性係為利用根據基於FEM的成形解析結果之外壁部19a及內壁部19b頂點之寬度方向及高度方向的位置精確度進行判斷者,對於設定在外壁部19a及內壁部19b頂點之寬度方向及高度方向的位置精確度超過2mm的情況為△,超過1mm且在2mm以下的情況為○,在1mm以下的情況為◎。In addition, in Table 1, the moldability is determined by the positional accuracy in the width direction and the height direction of the apex of the outer wall portion 19a and the inner wall portion 19b based on the FEM-based forming analysis result, and is set in the outer wall portion 19a and The case where the positional accuracy in the width direction and the height direction of the apex of the inner wall portion 19b exceeds 2 mm is Δ, and when it is more than 1 mm and is 2 mm or less, it is ○, and when it is 1 mm or less, it is ◎.

如從表1可以理解所示,在實施例2中,最大主應力之值為減低10%,扭轉剛度為大約相等。又,在實施例7中,成形性係與習知的扭力樑同等,最大主應力之值為減低6%,扭轉剛度為大約相等。因為當最大主應力之值減低6%時扭力樑的疲乏耐久性係大約為1.5倍,當最大主應力之值減低10%時扭力樑的疲乏耐久性係大約為2倍,因此根據本發明,可以理解為能夠得到一邊將扭轉剛度保持為一 定,一邊提升扭力樑的疲乏耐久性的效果。As can be understood from Table 1, in Example 2, the value of the maximum principal stress was reduced by 10%, and the torsional stiffness was approximately equal. Further, in the seventh embodiment, the formability is the same as that of the conventional torsion beam, and the value of the maximum principal stress is reduced by 6%, and the torsional rigidity is approximately equal. Since the fatigue durability of the torsion beam is about 1.5 times when the value of the maximum principal stress is reduced by 6%, and the fatigue durability of the torsion beam is about 2 times when the value of the maximum principal stress is reduced by 10%, according to the present invention, It can be understood that it is possible to obtain the torsional stiffness while maintaining one. Set, while improving the fatigue durability of the torsion beam.

又,本發明並不是限定於已闡述的實施形態,在不脫離本發明的精神與範圍的情形下可以進行各種變形及改良。The present invention is not limited to the embodiments described above, and various modifications and improvements can be made without departing from the spirit and scope of the invention.

例如,在已闡述的實施形態中,雖然是針對朝下方開口而使頂點形成在上側之大約V字形或大約U字形的扭力樑12、42、52、62、72、82、92進行說明,但是形成為朝上方開口而使頂點形成在下側之構成亦可。For example, in the embodiment described above, the torsion beam 12, 42, 52, 62, 72, 82, 92 having an approximately V-shaped or approximately U-shaped apex formed at the upper side is opened for the lower opening, but is described. The configuration may be such that the opening is upward and the apex is formed on the lower side.

又,在已闡述的實施形態中,雖然針對將非對稱形狀部14a、14b形成在一定形狀部13與連接部15a、15b之間,並且從一定形狀部13朝向連接部15a、15b逐漸變形的情形進行說明,但是將非對稱形狀部14a、14b配置在扭力樑長度方向中的哪個位置、或是對於一定形狀部13及連接部15a、15b是如何變形,都可以任意設定。Further, in the embodiment described above, the asymmetric shape portions 14a and 14b are formed between the fixed shape portion 13 and the connecting portions 15a and 15b, and are gradually deformed from the fixed shape portion 13 toward the connecting portions 15a and 15b. Although the case will be described, the asymmetric shape portions 14a and 14b may be arbitrarily set at any position in the longitudinal direction of the torsion beam or in the deformation of the fixed shape portion 13 and the connecting portions 15a and 15b.

又,將與扭力樑12、42、52、62、72、82、92的長度方向正交於此之剖面的頂點配置在上方及下方的任一方,或者將頂點如何移位到車輛前後方向及上下方向的任一方向都是可以任意選擇的。Further, the vertices of the cross sections orthogonal to the longitudinal directions of the torsion beams 12, 42, 52, 62, 72, 82, and 92 are disposed above and below, or how the vertices are displaced to the front and rear directions of the vehicle and Any direction in the up and down direction can be arbitrarily selected.

又,在已闡述的實施形態中,雖然針對扭力樑式懸吊裝置為扭力樑式後懸吊裝置1的情況進行說明,但是例如在後置定位臂式懸吊裝置也可以適用本發明。Further, in the embodiment described above, the case where the torsion beam type suspension device is the torsion beam type rear suspension device 1 will be described. However, the present invention can also be applied to, for example, the rear positioning arm type suspension device.

產業上的可利用性Industrial availability

因為抑制構成扭力樑式懸吊裝置之扭力樑的金屬疲乏,而提升扭力樑式懸吊裝置的疲乏強度,因此有產 業上的可利用性。Because it suppresses the fatigue of the metal of the torsion beam that constitutes the torsion beam suspension device, and improves the fatigue strength of the torsion beam suspension device, it is produced. Industry availability.

12‧‧‧扭力樑12‧‧‧Torque beam

14a、14b‧‧‧非對稱形狀部14a, 14b‧‧‧Asymmetric shape

17‧‧‧凹處17‧‧‧ recess

18a‧‧‧第1腳部18a‧‧‧1st foot

18b‧‧‧第2腳部18b‧‧‧2nd foot

19a‧‧‧外壁部19a‧‧‧Outer wall

19b‧‧‧內壁部19b‧‧‧Inside wall

C1、C2‧‧‧交點C1, C2‧‧‧ intersection

IPa‧‧‧第1腳部的中間面The middle face of the first foot of IPa‧‧

IPb‧‧‧第2腳部的中間面The middle face of IPb‧‧‧2nd foot

LF‧‧‧第1腳部的粗細或寬度尺寸Thickness or width dimension of LF‧‧‧1st foot

LR‧‧‧第2腳部的粗細或寬度尺寸LR‧‧‧The thickness or width of the second foot

L1、L2、L3‧‧‧直線L1, L2, L3‧‧‧ Straight line

P1、P2‧‧‧前端點P1, P2‧‧‧ front end point

P3、P4‧‧‧頂點P3, P4‧‧‧ vertex

OV‧‧‧軸線OV‧‧‧ axis

Claims (18)

一種扭力樑,係具備一對臂構件之汽車懸吊裝置所用之扭力樑,而前述一對臂構件係朝汽車前後方向延伸,並構成為在一端中以樞軸為中心在上下方向可自由擺動地與前述汽車車體連結,且在與前述汽車車體連結的端部相反側之端部可自由旋轉地安裝車輪,前述扭力樑具有朝長度方向延伸的凹處,藉此,該扭力樑係在與前述長度方向垂直的平面中具有靠近前述樞軸之第1腳部及遠離前述樞軸之第2腳部,並呈現大約V字形或大約U字形剖面形狀,前述扭力樑具備:設置在該扭力樑的兩端並與前述臂構件結合之連接部;設置在該扭力樑之長度方向的中央部之一定形狀部;及設置在該一定形狀部與前述連接部之間之非對稱形狀部,在前述一定形狀部中,前述凹處具有一定深度,而且前述第1及第2腳部具有大約相同的粗細或寬度尺寸,在前述非對稱形狀部中,前述凹處的深度係從前述連接部朝向前述一定形狀部逐漸變深,而且前述第1腳部具有比前述第2腳部的寬度尺寸更大的寬度尺寸。 A torsion beam is a torsion beam for a vehicle suspension device having a pair of arm members, and the pair of arm members extend toward the front and rear direction of the vehicle, and is configured to be swingable in the up and down direction about a pivot center in one end. The wheel is coupled to the automobile body, and the wheel is rotatably mounted at an end portion on the opposite side of the end portion connected to the automobile body, and the torsion beam has a recess extending in the longitudinal direction, whereby the torsion beam system a first leg portion close to the pivot axis and a second leg portion remote from the pivot axis in a plane perpendicular to the longitudinal direction, and having a V-shaped or approximately U-shaped cross-sectional shape, the torsion beam having: a connecting portion at both ends of the torsion beam coupled to the arm member; a fixed shape portion provided at a central portion of the torsion beam in a longitudinal direction; and an asymmetrical shape portion disposed between the fixed shape portion and the connecting portion, In the fixed shape portion, the recess has a certain depth, and the first and second leg portions have approximately the same thickness or width dimension, and in the asymmetrical shape portion, Said recess depth is from the connecting portion toward the shaped portion becomes gradually deeper, and the first leg portion has a larger width dimension of the second leg than the width dimension. 如申請專利範圍第1項之扭力樑,其中,在將組裝有前 述扭力樑之懸吊裝置安裝在汽車車體時,前述第1腳部係配置在比前述第2腳部更靠近前述樞軸。 For example, the torsion beam of claim 1 of the patent scope, wherein before assembly When the suspension device for the torsion beam is attached to the vehicle body, the first leg portion is disposed closer to the pivot than the second leg portion. 如申請專利範圍第1項之扭力樑,其中,各前述非對稱形狀部具有該扭力樑長度的5%以上而且40%以下的長度。 The torsion beam of claim 1, wherein each of the asymmetrical shape portions has a length of 5% or more and 40% or less of the length of the torsion beam. 如申請專利範圍第1項之扭力樑,其中,前述第1腳部具有前述第2腳部寬度尺寸的1.1倍以上而且2.5倍以下的寬度尺寸。 The torsion beam according to the first aspect of the invention, wherein the first leg portion has a width dimension of 1.1 times or more and 2.5 times or less the width dimension of the second leg portion. 如申請專利範圍第1項之扭力樑,其中,前述第1及第2腳部分別具有前端點,該扭力樑係由:在前述第1及第2腳部的前端點之間形成前述凹處之內壁部、及其以外的外壁部構成,在前述非對稱形狀部中,前述外壁部的頂點係在前述非對稱形狀部中,配置在前述第1及第2腳部前端點的中間且對於通過該前端點的直線為垂直的軸線上。 The torsion beam of claim 1, wherein each of the first and second leg portions has a distal end point, and the torsion beam is formed by forming a recess between the front end points of the first and second leg portions The inner wall portion and the outer wall portion other than the outer wall portion, wherein the apex of the outer wall portion is disposed in the asymmetric shape portion and disposed between the first and second leg portions The line passing through the front end point is perpendicular to the axis. 如申請專利範圍第5項之扭力樑,其中,前述內壁部的頂點係在前述非對稱形狀部中,配置在前述軸線上。 The torsion beam of claim 5, wherein the apex of the inner wall portion is disposed in the asymmetrical shape portion and disposed on the axis. 如申請專利範圍第5項之扭力樑,其中,前述內壁部的頂點係在前述非對稱形狀部中,從前述軸線偏置在前述第1腳部側。 The torsion beam of claim 5, wherein the apex of the inner wall portion is in the asymmetrical shape portion, and is offset from the axis to the first leg portion side. 如申請專利範圍第5項之扭力樑,其中,前述內壁部的頂點係在前述非對稱形狀部中,從前述軸線偏置在前述第2腳部側。 The torsion beam according to claim 5, wherein the apex of the inner wall portion is in the asymmetrical shape portion, and is offset from the axis to the second leg portion side. 如申請專利範圍第1項之扭力樑,其中,前述第1及第2 腳部分別具有前端點,該扭力樑係由:在前述第1及第2腳部的前端點之間形成前述凹處之內壁部、及其以外的外壁部構成,在前述非對稱形狀部中,前述外壁部的頂點係在前述非對稱形狀部中,從在前述第1及第2腳部前端點的中間且對於通過該前端點的直線為垂直的軸線偏置在前述第1腳部側。 For example, the torsion beam of the first application of the patent scope, wherein the first and second Each of the leg portions has a distal end point, and the torsion beam is formed by forming an inner wall portion of the recess between the distal end points of the first and second leg portions, and an outer wall portion other than the outer wall portion. The apex of the outer wall portion is in the asymmetrical shape portion, and is offset from the first leg portion in the middle of the front end point of the first and second leg portions and is perpendicular to an axis passing through the straight line at the front end point. side. 如申請專利範圍第9項之扭力樑,其中,前述內壁部的頂點係在前述非對稱形狀部中,配置在前述軸線上。 The torsion beam of claim 9, wherein the apex of the inner wall portion is disposed in the asymmetrical shape portion and disposed on the axis. 如申請專利範圍第9項之扭力樑,其中,前述內壁部的頂點係在前述非對稱形狀部中,從前述軸線偏置在前述第1腳部側。 The torsion beam according to claim 9, wherein the apex of the inner wall portion is in the asymmetrical shape portion, and is offset from the axis to the first leg portion side. 如申請專利範圍第9項之扭力樑,其中,前述內壁部的頂點係在前述非對稱形狀部中,從前述軸線偏置在前述第2腳部側。 The torsion beam of claim 9, wherein the apex of the inner wall portion is in the asymmetrical shape portion, and is offset from the axis to the second leg portion side. 如申請專利範圍第1項之扭力樑,其中,前述第1及第2腳部分別具有前端點,該扭力樑係由:在前述第1及第2腳部的前端點之間形成前述凹處之內壁部、及其以外的外壁部構成,在前述非對稱形狀部中,前述外壁部的頂點係在前述非對稱形狀部中,從在前述第1及第2腳部前端點的中間且對於通過該前端點的直線為垂直的軸線偏置在前述第2腳部側。 The torsion beam of claim 1, wherein each of the first and second leg portions has a distal end point, and the torsion beam is formed by forming a recess between the front end points of the first and second leg portions The inner wall portion and the outer wall portion other than the outer wall portion, wherein the apex of the outer wall portion is in the asymmetrical shape portion from the middle of the first and second leg portions The axis perpendicular to the straight line passing through the front end point is offset on the second leg side. 如申請專利範圍第13項之扭力樑,其中,前述內壁部的頂點係在前述非對稱形狀部中,配置在前述軸線上。 The torsion beam of claim 13, wherein the apex of the inner wall portion is disposed in the asymmetrical shape portion and disposed on the axis. 如申請專利範圍第13項之扭力樑,其中,前述內壁部的 頂點係在前述非對稱形狀部中,從前述軸線偏置在前述第1腳部側。 The torsion beam of claim 13, wherein the inner wall portion The apex is offset from the axis to the first leg side in the asymmetrical shape portion. 如申請專利範圍第13項之扭力樑,其中,前述內壁部的頂點係在前述非對稱形狀部中,從前述軸線偏置在前述第2腳部側。 The torsion beam of claim 13, wherein the apex of the inner wall portion is in the asymmetrical shape portion, and is offset from the axis to the second leg portion side. 一種扭力樑組合件,其係具備:一對臂構件,係朝汽車前後方向延伸,並構成為在一端中以樞軸為中心在上下方向可自由擺動地與汽車車體連結,且在與前述汽車車體連結的端部相反側之端部可自由旋轉地安裝車輪;及申請專利範圍第1至16項中任一項所記載之扭力樑。 A torsion beam assembly comprising: a pair of arm members extending in a front-rear direction of the vehicle, and configured to be pivotally coupled to the vehicle body in a vertical direction about a pivot axis at one end, and in the foregoing The end portion of the opposite side of the end portion of the automobile body is rotatably mounted to the wheel; and the torsion beam according to any one of claims 1 to 16. 一種扭力樑式懸吊裝置,其係具備:一對臂構件,係朝汽車前後方向延伸,並構成為在一端中以樞軸為中心在上下方向可自由擺動地與前述汽車車體連結,且在與前述汽車車體連結的端部相反側之端部可自由旋轉地安裝車輪;線圈彈簧,係配置在前述車體與前述臂構件之間;阻尼器,係配置在前述車體與前述臂構件之間;及申請專利範圍第1至17項中任一項所記載之扭力樑。 A torsion beam type suspension device comprising: a pair of arm members extending in a front-rear direction of a vehicle, and configured to be coupled to the automobile body in a vertical direction about a pivot axis at one end thereof, and a wheel is rotatably mounted at an end portion of the opposite side of the end portion to which the automobile body is coupled; a coil spring is disposed between the vehicle body and the arm member; and a damper is disposed on the vehicle body and the arm Between the members; and the torsion beam described in any one of claims 1 to 17.
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JPH07186654A (en) * 1993-12-24 1995-07-25 Yorozu:Kk Torsion beam type suspension and manufacture thereof
JP2004314650A (en) * 2003-04-10 2004-11-11 Toyota Motor Corp Axle beam and suspension device
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WO2011111543A1 (en) * 2010-03-12 2011-09-15 本田技研工業株式会社 Torsion beam type suspension
CN102387876A (en) * 2009-04-01 2012-03-21 杰富意钢铁株式会社 Method for manufacturing torsion beam and torsion beam
CN102529635A (en) * 2012-02-15 2012-07-04 江苏九龙汽车制造有限公司 Automobile rear torsion beam

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07186654A (en) * 1993-12-24 1995-07-25 Yorozu:Kk Torsion beam type suspension and manufacture thereof
JP2004314650A (en) * 2003-04-10 2004-11-11 Toyota Motor Corp Axle beam and suspension device
WO2006038121A1 (en) * 2004-10-07 2006-04-13 Toyota Jidosha Kabushiki Kaisha Torsion beam suspension apparatus
CN102387876A (en) * 2009-04-01 2012-03-21 杰富意钢铁株式会社 Method for manufacturing torsion beam and torsion beam
WO2011111543A1 (en) * 2010-03-12 2011-09-15 本田技研工業株式会社 Torsion beam type suspension
CN102529635A (en) * 2012-02-15 2012-07-04 江苏九龙汽车制造有限公司 Automobile rear torsion beam

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