JPH0323423Y2 - - Google Patents

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Publication number
JPH0323423Y2
JPH0323423Y2 JP7296585U JP7296585U JPH0323423Y2 JP H0323423 Y2 JPH0323423 Y2 JP H0323423Y2 JP 7296585 U JP7296585 U JP 7296585U JP 7296585 U JP7296585 U JP 7296585U JP H0323423 Y2 JPH0323423 Y2 JP H0323423Y2
Authority
JP
Japan
Prior art keywords
cross
groove
section
curved plate
reinforcing member
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP7296585U
Other languages
Japanese (ja)
Other versions
JPS61189886U (en
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 filed Critical
Priority to JP7296585U priority Critical patent/JPH0323423Y2/ja
Publication of JPS61189886U publication Critical patent/JPS61189886U/ja
Application granted granted Critical
Publication of JPH0323423Y2 publication Critical patent/JPH0323423Y2/ja
Expired legal-status Critical Current

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  • Body Structure For Vehicles (AREA)

Description

【考案の詳細な説明】 本考案は車両等のフレーム構造に関する。[Detailed explanation of the idea] The present invention relates to frame structures for vehicles and the like.

[従来の技術] 従来、車両等の細長フレームの断面形状は通常
中空四角筒断面形状であるが、振動等の改善のた
めに細長フレームの途中でみぞ形断面形状に移行
する必要が生じる場合がある。このように、細長
フレームの断面形状が中空四角筒断面形状からみ
ぞ形断面形状に移行する場合には、捩り剛性の急
変による応力集中を避けるために、以下に記述す
る構造がとられていた。
[Prior Art] Conventionally, the cross-sectional shape of an elongated frame of a vehicle or the like is usually a hollow rectangular cylinder, but there are cases where it is necessary to change the cross-sectional shape to a groove-shaped cross-section in the middle of the elongated frame in order to improve vibration etc. be. In this way, when the cross-sectional shape of the elongated frame changes from a hollow rectangular cylinder cross-sectional shape to a groove-shaped cross-sectional shape, the structure described below has been adopted in order to avoid stress concentration due to sudden changes in torsional rigidity.

第5図に示すように、細長フレームは長手方向
途中において中空四角筒形材からみぞ形材に移行
し、該移行する部分には補強部材4aが設けられ
ている。この補強部材4aは平板状の傾斜部4b
を備えており、該傾斜部4bの各フランジ部6
a,6b,6cはみぞ形材の両側壁2a,3aお
よび底壁1aにそれぞれ固着されている。
As shown in FIG. 5, the elongated frame transitions from a hollow rectangular cylindrical member to a groove-shaped member midway in the longitudinal direction, and a reinforcing member 4a is provided at the transitional portion. This reinforcing member 4a has a flat plate-like inclined portion 4b.
, and each flange portion 6 of the inclined portion 4b
a, 6b, and 6c are fixed to both side walls 2a, 3a and bottom wall 1a of the groove section, respectively.

[考案が解決しようとする問題点] 上述した従来のフレーム構造は、中空四角筒形
材からみぞ形材に移行する部分に設けた補強部材
の傾斜部が単に平板状となつているので、みぞ形
断面の開始部近傍において捩り剛性の急変による
応力集中が依然として残り、応力集中の緩和が不
十分であるという問題点を有している。
[Problems to be solved by the invention] In the conventional frame structure described above, the inclined part of the reinforcing member provided at the transition part from the hollow rectangular cylindrical member to the groove member is simply a flat plate. There is a problem in that stress concentration due to sudden changes in torsional rigidity still remains near the beginning of the shaped cross section, and stress concentration is not sufficiently alleviated.

本考案は、上記従来の技術の有する問題点に鑑
みてなされたものであり、みぞ形断面の開始部近
傍の応力集中を十分に緩和できるフレーム構造を
提供することを目的とする。
The present invention has been made in view of the problems of the above-mentioned conventional techniques, and it is an object of the present invention to provide a frame structure that can sufficiently alleviate stress concentration near the start of a groove-shaped cross section.

[問題点を解決するための手段] 上記目的を達成するため、本考案のフレーム構
造は、細長フレームが長手方向途中において中空
四角筒形材からみぞ形材に移行しているフレーム
構造において、 前記移行する部分には、前記みぞ形材のみぞ内
に曲板状補強部材が長手方向にみぞ上部よりみぞ
底部まで傾斜して接合具備され、かつ前記曲板状
補強部材の縦断面形状は、前記細長フレームの前
記移行する部分の断面捩り剛性が線形に低減する
所定の2次曲線に沿つて湾曲する形状であること
を特徴とする。
[Means for Solving the Problems] In order to achieve the above object, the frame structure of the present invention has the frame structure in which the elongated frame transitions from a hollow rectangular cylindrical member to a groove member midway in the longitudinal direction. In the transition portion, a curved plate-shaped reinforcing member is provided in the groove of the groove shape member in a longitudinal direction inclined from the groove top to the groove bottom, and the vertical cross-sectional shape of the curved plate-shaped reinforcing member is as described above. The transition portion of the elongated frame is characterized in that the cross-sectional torsional rigidity of the transition portion is curved along a predetermined quadratic curve that linearly decreases.

[作用] 本考案において、縦断面形状が所定の2次曲線
に沿つて湾曲する形状である曲板状補強部材によ
つて中空四角筒形材からみぞ形材に移行する部分
の捩り剛性を線形に低減することで、捩り剛性の
急変を阻止するものである。
[Function] In the present invention, the torsional rigidity of the transition portion from the hollow rectangular cylindrical member to the groove member is linearized by a curved plate-like reinforcing member whose vertical cross-sectional shape is curved along a predetermined quadratic curve. This prevents sudden changes in torsional rigidity.

[実施例] 次に、本考案の一実施例について図面を参照し
て説明する。
[Example] Next, an example of the present invention will be described with reference to the drawings.

第1図は本考案のフレーム構造の一実施例の要
部概略縦断面図であり、第2図a,b,cはそれ
ぞれ第1図のA−A,B−B,C−C各断面図で
ある。
Fig. 1 is a schematic longitudinal cross-sectional view of a main part of an embodiment of the frame structure of the present invention, and Fig. 2 a, b, and c are cross sections A-A, B-B, and C-C in Fig. 1, respectively. It is a diagram.

第1図に示すように、細長フレームは、長手方
向途中において中空四角筒形材からみぞ形材に移
行し、該移行する部分に曲板状補強部材4が設け
られている。この曲板状補強部材4はみぞ形材の
両側壁2(一方の側壁は不図示)に固着されてい
るとともに、みぞ形材のみぞ上部よりみぞ底部ま
で傾斜してみぞ形材内に設けられている。そし
て、曲板状補強部材4の縦断面形状は、以下に詳
述するように、細長フレームの前記移行する部分
の断面捩り剛性が線形に低減する所定の2次曲線
に沿つて湾曲する形状となつている。
As shown in FIG. 1, the elongated frame transitions from a hollow rectangular cylindrical member to a groove-shaped member midway in the longitudinal direction, and a curved plate-shaped reinforcing member 4 is provided at the transitional portion. This curved plate-shaped reinforcing member 4 is fixed to both side walls 2 (one side wall is not shown) of the groove section, and is provided inside the groove section at an angle from the top of the groove to the bottom of the groove. ing. As will be described in detail below, the longitudinal cross-sectional shape of the curved plate-shaped reinforcing member 4 is a shape that curves along a predetermined quadratic curve in which the cross-sectional torsional rigidity of the transitional portion of the elongated frame linearly decreases. It's summery.

すなわち、第2図aにおいて、細長フレーム
は、両側壁2,3、底壁1、上壁となる曲板状補
強部材4により構成された完全な中空四角筒断面
形状を有しているが、C−C断面方向に移行する
につれて曲板状補強部材4は曲面状に底壁1の内
面方向に傾斜し、B−B断面においては第2図b
に示す断面形状となり、C−C断面においては第
2図cに示す形状のコの字状のみぞ形断面形状と
なる。
That is, in FIG. 2a, the elongated frame has a perfect hollow rectangular cylindrical cross-sectional shape composed of both side walls 2, 3, a bottom wall 1, and a curved plate-shaped reinforcing member 4 serving as an upper wall. The curved plate-shaped reinforcing member 4 slopes toward the inner surface of the bottom wall 1 in a curved shape as it moves in the C-C cross-sectional direction, and in the B-B cross section, it is shown in FIG.
The cross-sectional shape shown in FIG.

いま、第1図のA−A断面C−C断面間の距離
をlとし、A−A断面からC−C断面方向への任
意の距離xにおける底壁1と曲板状補強部材4の
距離をyとし、細長フレームの断面捩り剛性を距
離xに関して線形に減少させるためには、以下の
(1)式が成立しなければならない。
Now, assuming that the distance between the A-A cross section and the C-C cross section in FIG. Let y be y, and in order to reduce the cross-sectional torsional stiffness of the elongated frame linearly with respect to the distance x,
Equation (1) must hold true.

(距離xにおける捩り剛性)={(A−A断面の
捩り剛性)−(C−C断面の捩り剛性)}・(−x/l
) +(A−A断面の捩り剛性)……(1) いま、A−A断面、C−C断面およびA−A断
面から距離xの断面の捩り剛性の値をそれぞれ
JA,Jc,Jxとすれば、上記(1)式は下記の(2)式に
変形できる。
(Torsional stiffness at distance x) = {(Torsional stiffness of A-A cross section) - (Torsional stiffness of C-C cross section)}・(-x/l
) + (Torsional stiffness of A-A cross section)...(1) Now, calculate the torsional stiffness values of A-A cross section, C-C cross section, and cross section at distance x from A-A cross section, respectively.
If JA, Jc, and Jx are used, the above equation (1) can be transformed into the following equation (2).

JX=(JA−Jc)・(−x/l)+JA (JA−Jc)・x=(JA−Jx)・l X=(JA−Jx)/(JA−Jc)・l……(2) ここで、第2図に示すように、断面の各辺の長
さをそれぞれh1,h2,h3,h4、および肉厚をそれ
ぞれt1,t2,t3,t4とし、h1=h3,h2=h4として断
面の捩り剛性の値を上記の(2)式に代入すれば以下
の(3)式となる。
JX=(JA−Jc)・(−x/l)+JA (JA−Jc)・x=(JA−Jx)・l X=(JA−Jx)/(JA−Jc)・l……(2) Here, as shown in FIG. 2, the lengths of each side of the cross section are h 1 , h 2 , h 3 , and h 4 , and the wall thicknesses are t 1 , t 2 , t 3 , and t 4 , respectively. By substituting the values of the torsional stiffness of the cross section into the above equation (2) with h 1 = h 3 and h 2 = h 4 , the following equation (3) is obtained.

上記の(3)式中のh1〜h4,t1〜t4およびlに具体
的な数値を代入してやると、2次曲線が得られ
る。すなわち、曲板状補強部材4の縦断面形状は
前記2次曲線に沿つて湾曲する形状として得ら
れ、これにより中空四角筒形断面を形成するA−
A断面からみぞ形断面を形成するC−C断面まで
の間、捩り剛性が線形に減少するので、捩り剛性
の急変による応力集中を避けることができる。
By substituting specific numerical values for h 1 to h 4 , t 1 to t 4 and l in the above equation (3), a quadratic curve is obtained. That is, the longitudinal cross-sectional shape of the curved plate-shaped reinforcing member 4 is obtained as a shape curved along the quadratic curve, thereby forming a hollow rectangular cylindrical cross section.
Since the torsional rigidity decreases linearly from the A cross section to the C-C cross section forming the groove-shaped cross section, stress concentration due to sudden changes in the torsional rigidity can be avoided.

第3図は本実施例のフレーム構造を実際に溶接
により製作した場合の要部縦断面図、第4図a,
b,cはそれぞれ第3図の横断面図である。各図
において、曲板状補強部材4の上下面には、フラ
ンジ5,6がそれぞれ内向きと外向きとなつて設
けられ、一方のフランジ5は両側壁2,3に溶接
部7により溶接され、他方のフランジ6は溶接部
8により溶接されている。各フランジ5,6を反
対向きに設けた溶接構造により、細長フレーム
は、中空四角筒形断面からみぞ形断面に強固な構
造を保ちながら移行し、このような構造のフレー
ムの溶接が一層容易にかつ確実になる。
Figure 3 is a vertical sectional view of the main parts when the frame structure of this example is actually manufactured by welding, Figure 4a,
b and c are cross-sectional views of FIG. 3, respectively. In each figure, flanges 5 and 6 are provided on the upper and lower surfaces of the curved plate-shaped reinforcing member 4, facing inward and outward, respectively, and one flange 5 is welded to both side walls 2 and 3 by welding parts 7. , the other flange 6 is welded at a welding portion 8. Due to the welding structure in which the flanges 5 and 6 are provided in opposite directions, the elongated frame transitions from a hollow rectangular cylindrical cross section to a groove cross section while maintaining a strong structure, making it easier to weld frames with such a structure. and become certain.

[考案の効果] 以上説明したように本考案は、中空四角筒形断
面からみぞ形断面に移行するフレーム構造におい
て、前記移行する部分の捩り剛性が線形に低減す
る曲板状補強部材を備えたことにより、前記移行
する部分の捩り剛性の急変を阻止でき、急激な応
力集中を避け得るという効果を奏する。
[Effects of the invention] As explained above, the present invention provides a frame structure that transitions from a hollow rectangular cylindrical cross-section to a groove-shaped cross-section, and is provided with a curved plate-shaped reinforcing member that linearly reduces the torsional rigidity of the transitional portion. Thereby, it is possible to prevent a sudden change in the torsional rigidity of the transition portion, and it is possible to avoid sudden stress concentration.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案のフレーム構造の一実施例の要
部概略縦断面図、第2図a,b,cはそれぞれ第
1図のA−A,B−B,C−C各断面図、第3図
は本実施例の要部詳細縦断面図、第4図a,b,
cはそれぞれ第3図のA−A,B−B,C−C各
断面図、第5図は従来例の要部斜視図である。 1……底壁、2,3……側壁、4……曲板状補
強部材、5……フランジ、6……フランジ、7,
8……溶接部。
FIG. 1 is a schematic longitudinal cross-sectional view of a main part of an embodiment of the frame structure of the present invention, and FIG. Fig. 3 is a detailed longitudinal sectional view of the main parts of this embodiment, Fig. 4 a, b,
c is a cross-sectional view taken along lines A-A, B-B, and C-C in FIG. 3, respectively, and FIG. 5 is a perspective view of a main part of the conventional example. 1... Bottom wall, 2, 3... Side wall, 4... Curved plate-shaped reinforcing member, 5... Flange, 6... Flange, 7,
8...Welding part.

Claims (1)

【実用新案登録請求の範囲】 細長フレームが長手方向途中において中空四角
筒形材からみぞ形材に移行しているフレーム構造
において、 前記移行する部分には、前記みぞ形材のみぞ内
に曲板状補強部材が長手方向にみぞ上部よりみぞ
底部まで傾斜して接合具備され、かつ前記曲板状
補強部材の縦断面形状は、前記細長フレームの前
記移行する部分の断面捩り剛性が線形に低減する
所定の2次曲線に沿つて湾曲する形状であること
を特徴とするフレーム構造。
[Claims for Utility Model Registration] In a frame structure in which the elongated frame transitions from a hollow rectangular cylindrical member to a groove-shaped member midway in the longitudinal direction, the transition portion includes a curved plate in the groove of the groove-shaped member. A reinforcing member in the shape of a curved plate is connected and inclined in the longitudinal direction from the top of the groove to the bottom of the groove, and the longitudinal cross-sectional shape of the curved plate-like reinforcing member is such that the cross-sectional torsional rigidity of the transition portion of the elongated frame linearly decreases. A frame structure characterized by having a shape curved along a predetermined quadratic curve.
JP7296585U 1985-05-18 1985-05-18 Expired JPH0323423Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7296585U JPH0323423Y2 (en) 1985-05-18 1985-05-18

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7296585U JPH0323423Y2 (en) 1985-05-18 1985-05-18

Publications (2)

Publication Number Publication Date
JPS61189886U JPS61189886U (en) 1986-11-26
JPH0323423Y2 true JPH0323423Y2 (en) 1991-05-22

Family

ID=30611876

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7296585U Expired JPH0323423Y2 (en) 1985-05-18 1985-05-18

Country Status (1)

Country Link
JP (1) JPH0323423Y2 (en)

Also Published As

Publication number Publication date
JPS61189886U (en) 1986-11-26

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