JP7175809B2 - Ladder frame reinforcement structure - Google Patents

Ladder frame reinforcement structure Download PDF

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JP7175809B2
JP7175809B2 JP2019051312A JP2019051312A JP7175809B2 JP 7175809 B2 JP7175809 B2 JP 7175809B2 JP 2019051312 A JP2019051312 A JP 2019051312A JP 2019051312 A JP2019051312 A JP 2019051312A JP 7175809 B2 JP7175809 B2 JP 7175809B2
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inclined portion
vertical
extending
web
reinforcing member
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喜裕 武田
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Press Kogyo Co Ltd
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Description

本開示は、ラダーフレームのサイドレールを補強するラダーフレーム補強構造に関する。 The present disclosure relates to a ladder frame reinforcement structure that reinforces side rails of a ladder frame.

ラダーフレームの断面C字状のサイドレールを補強する方法としては、図8に示すように、サイドレール2の内面又は外面に、内面又は外面に沿う形状の補強部材30を設けるものが知られている。 As a method of reinforcing a side rail having a C-shaped cross section of a ladder frame, as shown in FIG. there is

特開平10-81259号公報JP-A-10-81259 特開2013-166401号公報JP 2013-166401 A

しかし、上述した補強方法では、ねじり方向の入力に対する剛性を高めるのが困難である。すなわち、必要なねじり剛性を得るために補強部材30の板厚を厚く設定した場合、補強部材30の重量が過度に増し、補強部材30の重量(板厚)を抑えた場合、ワーピング(反り、歪み、捩り)による剛性低下を起こしやすい。 However, with the reinforcement method described above, it is difficult to increase the rigidity against input in the torsional direction. That is, if the thickness of the reinforcing member 30 is set thick in order to obtain the necessary torsional rigidity, the weight of the reinforcing member 30 increases excessively. (distortion, torsion) can easily cause a decrease in rigidity.

そこで本開示は、かかる事情に鑑みて創案され、その目的は、重量の増加を抑えつつサイドレールのねじり剛性を向上できるラダーフレーム補強構造を提供することにある。 Accordingly, the present disclosure was created in view of such circumstances, and an object thereof is to provide a ladder frame reinforcement structure capable of improving the torsional rigidity of side rails while suppressing an increase in weight.

本開示の一の態様によれば、
左右に離間して配置される一対のサイドレールと、
前記サイドレール間に掛け渡して設けられるクロスメンバと、
前記サイドレールに設けられる補強部材とを備え、
前記サイドレールは、上下方向に延びるウェブ部と、前記ウェブ部の上端から左右方向に延びる上側フランジ部と、前記ウェブ部の下端から前記上側フランジ部と同方向に延びる下側フランジ部とを備え、
前記補強部材は、前記ウェブ部に沿って上下方向に延びる垂直部と、前記上側フランジ部及び下側フランジ部の少なくとも一方に沿って左右方向に延びる水平部と、前記垂直部及び前記水平部間に形成され斜め方向に延びる傾斜部とを備え、
前記傾斜部は、前記クロスメンバから前後方向に離間された位置に形成される大傾斜部と、前記クロスメンバがある前後方向の位置に形成され前記大傾斜部より傾斜方向の長さを短く形成される小傾斜部と、前記大傾斜部及び前記小傾斜部間に形成され前記大傾斜部から前記小傾斜部に近づくにつれて傾斜方向の長さを連続的に縮小させる変部とを備えた
ことを特徴とするラダーフレーム補強構造が提供される。
According to one aspect of the present disclosure,
a pair of side rails spaced apart on the left and right;
a cross member that spans between the side rails;
and a reinforcing member provided on the side rail,
The side rail includes a web portion extending in the vertical direction, an upper flange portion extending in the horizontal direction from the upper end of the web portion, and a lower flange portion extending from the lower end of the web portion in the same direction as the upper flange portion. ,
The reinforcing member has a vertical portion extending vertically along the web portion, a horizontal portion extending horizontally along at least one of the upper flange portion and the lower flange portion, and a portion between the vertical portion and the horizontal portion. and an inclined portion formed in and extending in an oblique direction,
The inclined portion includes a large inclined portion formed at a position separated from the cross member in the front-rear direction, and a large inclined portion formed at a position in the front-rear direction where the cross member is located, and formed with a shorter length in the inclined direction than the large inclined portion. and a gradual change portion formed between the large and small inclined portions for continuously reducing the length in the direction of inclination from the large inclined portion to the small inclined portion. There is provided a ladder frame reinforcement structure characterized by:

また、本開示の一の態様によれば、
左右に離間して配置される一対のサイドレールと、
前記サイドレール間に掛け渡して設けられるクロスメンバと、
前記サイドレールに設けられる補強部材とを備え、
前記サイドレールは、上下方向に延びるウェブ部と、前記ウェブ部の上端から左右方向に延びる上側フランジ部と、前記ウェブ部の下端から前記上側フランジ部と同じ方向に延びる下側フランジ部とを備え、
前記補強部材は、前記ウェブ部に沿って上下方向に延びる垂直部と、前記上側フランジ部に沿って左右方向に延びる上側水平部と、前記下側フランジ部に沿って左右方向に延びる下側水平部と、前記垂直部及び前記上側水平部間に形成され斜め方向に延びる上側傾斜部と、前記垂直部及び前記下側水平部間に形成され斜め方向に延びる下側傾斜部とを備え、
前記上側傾斜部及び前記下側傾斜部の少なくとも一方は、前記クロスメンバから離間された位置に形成される大傾斜部と、前記クロスメンバがある前後方向の位置に形成され前記大傾斜部より傾斜方向の長さを短く形成される小傾斜部と、前記大傾斜部及び前記小傾斜部間に形成され前記大傾斜部から前記小傾斜部に近づくにつれて傾斜方向の長さを連続的に縮小させる変部とを備えた
ことを特徴とするラダーフレーム補強構造が提供される。
Further, according to one aspect of the present disclosure,
a pair of side rails spaced apart on the left and right;
a cross member that spans between the side rails;
and a reinforcing member provided on the side rail,
The side rail includes a web portion extending in the vertical direction, an upper flange portion extending in the horizontal direction from the upper end of the web portion, and a lower flange portion extending in the same direction as the upper flange portion from the lower end of the web portion. ,
The reinforcing member includes a vertical portion extending vertically along the web portion, an upper horizontal portion extending horizontally along the upper flange portion, and a lower horizontal portion extending horizontally along the lower flange portion. an upper inclined portion formed between the vertical portion and the upper horizontal portion and extending in an oblique direction; and a lower inclined portion formed between the vertical portion and the lower horizontal portion and extending in an oblique direction;
At least one of the upper inclined portion and the lower inclined portion includes a large inclined portion formed at a position separated from the cross member, and a large inclined portion formed at a position in the front-rear direction where the cross member is located and inclined from the large inclined portion. a small inclined portion formed to have a short length in the direction; and a small inclined portion formed between the large inclined portion and the small inclined portion, the length of the inclined direction being continuously reduced from the large inclined portion toward the small inclined portion. A rudder frame reinforcing structure is provided, comprising: a gradually changing portion;

また、前記垂直部は、上下に分割して形成されてもよい。 Also, the vertical part may be formed by being divided into upper and lower parts.

好ましくは、前記クロスメンバは、前記小傾斜部に臨む前記上側フランジ部及び下側フランジ部の少なくとも一方に前記補強部材を挟んだ状態で締結される。 Preferably, the cross member is fastened with the reinforcing member sandwiched between at least one of the upper flange portion and the lower flange portion facing the small inclined portion.

また、前記クロスメンバは、前記小傾斜部に臨む前記ウェブ部に前記補強部材を挟んだ状態で締結されてもよい。 Further, the cross member may be fastened with the reinforcing member sandwiched between the web portions facing the small inclined portion.

また、前記垂直部には、上下方向に延びる縦ビードが形成されてもよい。 Further, a longitudinal bead extending in the vertical direction may be formed on the vertical portion.

上記の態様によれば、重量の増加を抑えつつサイドレールのねじり剛性を向上できる。 According to the above aspect, it is possible to improve the torsional rigidity of the side rail while suppressing an increase in weight.

本開示の一実施の形態に係るラダーフレームの概略説明図である。1 is a schematic explanatory diagram of a ladder frame according to an embodiment of the present disclosure; FIG. ラダーフレームのA部拡大斜視図である。It is an A section expansion perspective view of a ladder frame. 図2のB-B線矢視断面図である。FIG. 3 is a cross-sectional view taken along line BB of FIG. 2; 図2のC-C線矢視断面図である。3 is a cross-sectional view taken along line CC of FIG. 2; FIG. 変形例を示すラダーフレームの要部拡大斜視図である。It is a principal part expansion perspective view of the ladder frame which shows a modification. 他の実施の形態を示すサイドレール及び補強部材の斜視図である。FIG. 11 is a perspective view of a side rail and a reinforcing member showing another embodiment; 他の実施の形態を示すサイドレール及び補強部材の斜視図である。FIG. 11 is a perspective view of a side rail and a reinforcing member showing another embodiment; 従来の補強方法で補強されたサイドレールの斜視図である。1 is a perspective view of a side rail reinforced by a conventional reinforcement method; FIG.

以下、添付図面を参照して本開示の実施形態を説明する。なお、後述する実施の形態における前後左右上下の各方向は、後述するラダーフレームが採用される車両の各方向をいうものとする。ただし、本実施の形態における各方向は、説明の便宜のために用いるものであり、後述する部材間の相対的な位置関係を表す。 Embodiments of the present disclosure will be described below with reference to the accompanying drawings. Note that the front, rear, left, right, up and down directions in the embodiments described later refer to the directions of a vehicle in which a ladder frame described later is employed. However, each direction in this embodiment is used for convenience of explanation, and represents relative positional relationships between members described later.

図1は、本実施形態に係るラダーフレーム1を上方から視た概略説明図である。図2は、ラダーフレーム1のA部を斜め上の前方から視た拡大斜視図である。 FIG. 1 is a schematic explanatory diagram of a ladder frame 1 according to this embodiment as viewed from above. FIG. 2 is an enlarged perspective view of the A portion of the ladder frame 1 as seen obliquely from the front.

図1及び図2に示すように、ラダーフレーム1は、左右に離間して配置される一対のサイドレール2と、これらサイドレール2間に掛け渡して設けられるクロスメンバ3と、サイドレール2に設けられる補強部材4とを備える。 As shown in FIGS. 1 and 2, the ladder frame 1 includes a pair of side rails 2 that are spaced apart from each other in the left and right direction, a cross member 3 that spans between the side rails 2, and the side rails 2. and a reinforcing member 4 provided.

サイドレール2は、前後方向に長く形成された鋼材等にて構成され、断面C字状に形成される。サイドレール2は、鋼板等をC字状に屈曲させて形成される。また、サイドレール2は、C字状の開口を車幅方向内方に向けて配置される。サイドレール2は、上下方向に延びるウェブ部5と、ウェブ部5の上端から水平方向に延びる上側フランジ部6と、ウェブ部5の下端から上側フランジ部6と同方向に延びる下側フランジ部7とを備える。上側フランジ部6及び下側フランジ部7は、左右方向(車幅方向)の長さを同じに設定される。また、ウェブ部5の上下方向の長さは、上側フランジ部6(または下側フランジ部7)の左右方向の長さよりも長く設定される。 The side rails 2 are made of steel or the like elongated in the front-rear direction, and have a C-shaped cross section. The side rail 2 is formed by bending a steel plate or the like into a C shape. The side rail 2 is arranged with the C-shaped opening directed inward in the vehicle width direction. The side rail 2 includes a web portion 5 extending in the vertical direction, an upper flange portion 6 extending horizontally from the upper end of the web portion 5, and a lower flange portion 7 extending from the lower end of the web portion 5 in the same direction as the upper flange portion 6. and The upper flange portion 6 and the lower flange portion 7 are set to have the same length in the left-right direction (vehicle width direction). Moreover, the vertical length of the web portion 5 is set longer than the horizontal length of the upper flange portion 6 (or the lower flange portion 7).

図2、図3及び図4に示すように、補強部材4は、前後方向に長く形成された鋼材等にて構成され、サイドレール2内、すなわち、サイドレール2のウェブ部5、上側フランジ部6及び下側フランジ部7に囲まれる部分に設けられる。補強部材4は、ウェブ部5の内面に沿って上下方向に延びる垂直部8と、上側フランジ部6の内面に沿って水平方向に延びる上側水平部9と、下側フランジ部7の内面に沿って水平方向に延びる下側水平部10と、垂直部8及び上側水平部9間に形成され垂直部8から斜め上方に延びる上側傾斜部11と、垂直部8及び下側水平部10間に形成され垂直部8から斜め下方に延びる下側傾斜部12とを備える。 As shown in FIGS. 2, 3 and 4, the reinforcing member 4 is made of a steel material or the like elongated in the front-rear direction, and is provided in the side rail 2, that is, the web portion 5 of the side rail 2 and the upper flange portion. 6 and the lower flange portion 7 . The reinforcing member 4 includes a vertical portion 8 extending vertically along the inner surface of the web portion 5 , an upper horizontal portion 9 extending horizontally along the inner surface of the upper flange portion 6 , and along the inner surface of the lower flange portion 7 . an upper inclined portion 11 formed between the vertical portion 8 and the upper horizontal portion 9 and extending obliquely upward from the vertical portion 8; and a lower inclined portion 12 extending obliquely downward from the vertical portion 8 .

垂直部8は、ウェブ部5の上下方向の中央部に配置される。すなわち、垂直部8の上端8aはウェブ部5の上端5aより下方に位置され、垂直部8の下端8bはウェブ部5の下端5bより上方に位置される。 The vertical portion 8 is arranged in the vertical central portion of the web portion 5 . That is, the upper end 8a of the vertical portion 8 is positioned below the upper end 5a of the web portion 5, and the lower end 8b of the vertical portion 8 is positioned above the lower end 5b of the web portion 5. As shown in FIG.

上側水平部9の基端(上側傾斜部11に接続される端)9aは、上側フランジ部6の基端(ウェブ部5に接続される端)6aより車幅方向内方に位置される。これにより、サイドレール2の上側隅部には、ウェブ部5、上側フランジ部6及び上側傾斜部11によって囲まれる三角形状の上側閉断面部13が形成される。 The base end 9a of the upper horizontal portion 9 (the end connected to the upper inclined portion 11) is positioned inward in the vehicle width direction from the base end 6a of the upper flange portion 6 (the end connected to the web portion 5). As a result, a triangular upper closed cross section 13 surrounded by the web portion 5 , the upper flange portion 6 and the upper inclined portion 11 is formed at the upper corner portion of the side rail 2 .

下側水平部10の基端10aは、下側フランジ部7の基端7aより車幅方向内方に位置される。これにより、サイドレール2の下側隅部には、ウェブ部5、下側フランジ部7及び下側傾斜部12によって囲まれる三角形状の下側閉断面部14が形成される。 A base end 10a of the lower horizontal portion 10 is positioned inward of the base end 7a of the lower flange portion 7 in the vehicle width direction. As a result, a triangular lower closed section 14 surrounded by the web portion 5 , the lower flange portion 7 and the lower inclined portion 12 is formed at the lower corner portion of the side rail 2 .

上側閉断面部13及び下側閉断面部14は、概ね直角二等辺三角形状に形成される。 The upper closed cross-section portion 13 and the lower closed cross-section portion 14 are generally formed in the shape of an isosceles right triangle.

また、上側水平部9の先端9bは、上側フランジ部6の先端6bと左右方向に位置を揃えて配置される。上側水平部9の先端9bは、上側フランジ部6の先端6bとへり継手溶接により接合される。下側水平部10の先端10bは、下側フランジ部7の先端7bと左右方向に位置を揃えて配置される。下側水平部10の先端10bは、下側フランジ部7の先端7bとへり溶接継手にて接合される。なお、サイドレール2と補強部材4の接合は上述に限られない。例えば、サイドレール2及び補強部材4の板厚寸法が比較的小さい場合、サイドレール2及び補強部材4はスポット溶接等にて接合されてもよい。この場合、垂直部8とウェブ部5とがスポット溶接等にて接合されてもよい。 Further, the tip 9b of the upper horizontal portion 9 and the tip 6b of the upper flange portion 6 are aligned in the horizontal direction. The tip 9b of the upper horizontal portion 9 is joined to the tip 6b of the upper flange portion 6 by edge joint welding. The tip 10b of the lower horizontal portion 10 is aligned with the tip 7b of the lower flange portion 7 in the left-right direction. A tip 10b of the lower horizontal portion 10 is joined to a tip 7b of the lower flange portion 7 by an edge weld joint. Note that the joining of the side rail 2 and the reinforcing member 4 is not limited to the above. For example, if the side rails 2 and the reinforcing member 4 are relatively small in thickness, the side rails 2 and the reinforcing member 4 may be joined by spot welding or the like. In this case, the vertical portion 8 and the web portion 5 may be joined by spot welding or the like.

また、本実施の形態において、サイドレール2及び補強部材4は上下対称に形成される。すなわち、補強部材4の上側傾斜部11及び下側傾斜部12についても、上下対称に形成される。このため、以降の説明では下側傾斜部12についてのみ説明し、上側傾斜部11については説明を省略する。 Moreover, in the present embodiment, the side rails 2 and the reinforcing members 4 are formed vertically symmetrically. That is, the upper inclined portion 11 and the lower inclined portion 12 of the reinforcing member 4 are also formed vertically symmetrically. Therefore, only the lower sloped portion 12 will be described below, and the description of the upper sloped portion 11 will be omitted.

下側傾斜部12は、長手方向の異なる位置に、それぞれ、傾斜方向の長さ(基端15aから先端15bまでの長さ)が長い下側大傾斜部15と、傾斜方向の長さ(基端16aから先端16bまでの長さ)が短い下側小傾斜部16と、下側大傾斜部15及び下側小傾斜部16間に形成される下側変部17とを備える。 The lower inclined portion 12 is arranged at different positions in the longitudinal direction. A lower small slope portion 16 having a short length from an end 16 a to a tip 16 b , and a lower gradually changing portion 17 formed between the lower large slope portion 15 and the lower small slope portion 16 .

下側大傾斜部15、下側小傾斜部16及び下側変部17は、水平面に対して概ね45°の角度θで傾斜される。なお、下側大傾斜部15及び下側小傾斜部16の角度θはこれに限られない。例えば、下側大傾斜部15及び下側小傾斜部16の角度θは、30°から60°の範囲(30°≦θ≦60°)であってもよい。 The lower large inclined portion 15, the lower small inclined portion 16, and the lower gradually changing portion 17 are inclined at an angle θ of approximately 45° with respect to the horizontal plane. The angle θ of the lower large slope portion 15 and the lower small slope portion 16 is not limited to this. For example, the angle θ of the lower large slope portion 15 and the lower small slope portion 16 may be in the range of 30° to 60° (30°≦θ≦60°).

下側大傾斜部15は、クロスメンバ3から前後方向に離間された位置に形成される。下側大傾斜部15の基端15aは、上下方向においてウェブ部5の中央近傍に隣接して位置される。また、下側大傾斜部15の先端15bは、左右方向において下側フランジ部7の先端7b近傍に隣接して位置される。これにより、下側大傾斜部15は、傾斜方向の長さ(基端15aから先端15bまでの長さ)を長く設定され、サイドレール2のねじり剛性を比較的大きく向上させる。 The lower large inclined portion 15 is formed at a position separated from the cross member 3 in the front-rear direction. A base end 15a of the lower large inclined portion 15 is positioned adjacent to the vicinity of the center of the web portion 5 in the vertical direction. Further, the tip 15b of the lower large inclined portion 15 is positioned adjacent to the tip 7b of the lower flange portion 7 in the left-right direction. Accordingly, the length of the lower large inclined portion 15 in the inclined direction (the length from the proximal end 15a to the distal end 15b) is set long, and the torsional rigidity of the side rail 2 is relatively greatly improved.

下側小傾斜部16は、クロスメンバ3がある前後方向の位置に形成される。また、補強部材4の前後方向の端部4aには、下側小傾斜部16が形成される。下側小傾斜部16の基端16aは、上下方向においてウェブ部5の下端近傍に隣接して位置される。また、下側小傾斜部16の先端16bは、左右方向において下側フランジ部7の基端7a近傍に隣接して位置される。これにより、下側小傾斜部16は、下側大傾斜部15より傾斜方向の長さ(基端16aから先端16bまでの長さ)を短く設定され、サイドレール2のねじり剛性を小さく向上させる。そして下側小傾斜部16とクロスメンバ3との干渉が防止又は抑制される。 The lower small inclined portion 16 is formed at a position in the front-rear direction where the cross member 3 is located. In addition, a lower small inclined portion 16 is formed at the end portion 4a of the reinforcing member 4 in the front-rear direction. A base end 16a of the lower small inclined portion 16 is positioned adjacent to the vicinity of the lower end of the web portion 5 in the vertical direction. Further, the tip 16b of the lower small inclined portion 16 is positioned adjacent to the vicinity of the base end 7a of the lower flange portion 7 in the left-right direction. As a result, the length of the lower small inclined portion 16 in the inclined direction (the length from the proximal end 16a to the distal end 16b) is set shorter than that of the lower large inclined portion 15, thereby slightly improving the torsional rigidity of the side rail 2. . Further, interference between the lower small inclined portion 16 and the cross member 3 is prevented or suppressed.

下側変部17は、下側大傾斜部15から下側小傾斜部16に近づくにつれて基端17aの位置を下方に移動させると共に、先端17bの位置を車幅方向外側に移動させる。これにより、下側変部17の傾斜方向の長さ(基端17aから先端17bまでの長さ)が連続的に縮小される。すなわち、下側変部17は、左右方向において傾斜されると共に前後方向においても傾斜される平板状に形成される。これにより、下側大傾斜部15と下側小傾斜部16は、下側変部17を介して滑らかに接続される。また、ウェブ部5、下側フランジ部7及び下側変部17で形成される下側閉断面部14の断面形状は、下側大傾斜部15側から下側小傾斜部16側に近づくにつれて相似形状のまま縮小される。これにより、下側大傾斜部15から下側小傾斜部16までの間において、補強部材4で補強されたサイドレール2の剛性が徐々に小さくなることとなり、剛性が急変する部分が形成されない。よって、下側大傾斜部15から下側小傾斜部16までの間で応力集中が発生することを抑制できる。 The lower gradually changing portion 17 moves the position of the base end 17a downward and moves the position of the tip 17b outward in the vehicle width direction as it approaches the lower small slope portion 16 from the lower large slope portion 15 . As a result, the length of the lower gradually changing portion 17 in the direction of inclination (the length from the proximal end 17a to the distal end 17b) is continuously reduced. That is, the lower gradually changing portion 17 is formed in a flat plate shape that is inclined in the left-right direction and also inclined in the front-rear direction. Thereby, the lower large slope portion 15 and the lower small slope portion 16 are smoothly connected via the lower gradually changing portion 17 . In addition, the cross-sectional shape of the lower closed cross-section portion 14 formed by the web portion 5, the lower flange portion 7, and the lower gradually changing portion 17 approaches the lower small inclination portion 16 side from the lower large inclination portion 15 side. It is reduced in size while maintaining a similar shape. As a result, the rigidity of the side rail 2 reinforced by the reinforcing member 4 gradually decreases between the lower large inclined portion 15 and the lower small inclined portion 16, and a portion where the rigidity suddenly changes is not formed. Therefore, it is possible to suppress the occurrence of stress concentration between the lower large slope portion 15 and the lower small slope portion 16 .

また、補強部材4の前端部及び後端部に位置する垂直部8には、補強を弱めるための切り欠き部24が形成される。切り欠き部24は、補強部材4の前後方向の端4aに向かうにつれて広がるV字状に形成される。 In addition, notch portions 24 are formed in the vertical portions 8 positioned at the front and rear ends of the reinforcing member 4 to weaken the reinforcement. The cutout portion 24 is formed in a V shape that widens toward the end 4a of the reinforcing member 4 in the front-rear direction.

なお、上側傾斜部11及び下側傾斜部12は、上下非対称に形成されてもよい。例えば、サイドレール2の上側に求められる強度が下側に求められる剛性よりも小さい場合、上側傾斜部11は下側傾斜部12より小さく設定されてもよい。また、上側傾斜部11及び下側傾斜部12のいずれか一方が省略されてもよい。この場合、補強部材4は、垂直部8と、上側水平部9及び下側水平部10の一方と、この一方の水平部及び垂直部8間に形成される上側傾斜部11又は下側傾斜部12とを少なくとも備えればよい。この場合、補強部材4が他方の水平部を備えていてもよいのは勿論である。 Note that the upper inclined portion 11 and the lower inclined portion 12 may be formed asymmetrically in the vertical direction. For example, when the strength required for the upper side of the side rail 2 is smaller than the rigidity required for the lower side, the upper inclined portion 11 may be set smaller than the lower inclined portion 12 . Either one of the upper inclined portion 11 and the lower inclined portion 12 may be omitted. In this case, the reinforcing member 4 includes a vertical portion 8, one of the upper horizontal portion 9 and the lower horizontal portion 10, and an upper inclined portion 11 or a lower inclined portion formed between the one horizontal portion and the vertical portion 8. 12 should be provided. In this case, of course, the reinforcing member 4 may have the other horizontal portion.

クロスメンバ3は、左右方向に長く形成された鋼材等にて構成され、断面C字状に形成される。クロスメンバ3は、上下方向に延びるウェブ部18と、ウェブ部18の上端から水平方向に延びる上側フランジ部19と、ウェブ部18の下端から上側フランジ部19と同方向に延びる下側フランジ部20とを備える。クロスメンバ3のフランジ部19、20は、サイドレール2のフランジ部6、7に補強部材4を挟んだ状態で締結される。この締結は、ボルト21及びナット22を用いてなされる。なお、クロスメンバ3とサイドレール2の締結には、リベット(図示せず)等の他の締結具が用いられてもよい。 The cross member 3 is made of steel or the like elongated in the left-right direction, and has a C-shaped cross section. The cross member 3 includes a web portion 18 extending in the vertical direction, an upper flange portion 19 extending horizontally from the upper end of the web portion 18, and a lower flange portion 20 extending from the lower end of the web portion 18 in the same direction as the upper flange portion 19. and The flange portions 19 and 20 of the cross member 3 are fastened to the flange portions 6 and 7 of the side rail 2 with the reinforcing member 4 interposed therebetween. This fastening is made using bolts 21 and nuts 22 . Note that other fasteners such as rivets (not shown) may be used to fasten the cross member 3 and the side rails 2 .

次に本実施の形態の作用について述べる。 Next, the operation of this embodiment will be described.

車両(図示せず)が悪路を走行する等により、ラダーフレーム1のサイドレール2に前後方向に延びる軸を中心とするねじれ方向の力が作用した場合、その力によって微少に変形されるサイドレール2のフランジ部6、7によって補強部材4は上下方向の力を受ける。このとき、サイドレール2の内面又は外面に沿う形状の補強部材30(図8参照)を用いる従来の補強構造では、隅部31の強度が不足し易く、重量の増加を抑えつつサイドレール2の変形を抑制することは困難であった。 When a vehicle (not shown) runs on a rough road or the like and a torsional force about an axis extending in the longitudinal direction acts on the side rail 2 of the ladder frame 1, the side is slightly deformed by the force. The reinforcing member 4 receives a force in the vertical direction due to the flange portions 6 and 7 of the rail 2 . At this time, in a conventional reinforcing structure using a reinforcing member 30 (see FIG. 8) having a shape along the inner surface or outer surface of the side rail 2, the strength of the corner 31 tends to be insufficient, and the side rail 2 can be strengthened while suppressing an increase in weight. It was difficult to suppress the deformation.

これに対し本実施の形態に係る補強構造は、補強部材4に傾斜部11、12を形成する。このため、サイドレール2の隅部2aに閉断面部13、14を形成でき、隅部2aを効率よく補強できる。すなわち、補強部材4に傾斜部11、12を形成するため、従来構造より補強部材4を展開したときの面積を小さくできると共に、サイドレール2の隅部2aをより強固に補強できる。そして、閉断面構造による隅部2aの補強は、サイドレール2のねじり剛性を向上させ、サイドレール2の変形を抑制する。 On the other hand, in the reinforcing structure according to the present embodiment, the reinforcing member 4 is formed with the inclined portions 11 and 12 . Therefore, the closed cross-sectional portions 13 and 14 can be formed at the corners 2a of the side rails 2, and the corners 2a can be efficiently reinforced. That is, since the reinforcing member 4 has the inclined portions 11 and 12, the area of the reinforcing member 4 when deployed can be made smaller than that of the conventional structure, and the corner portion 2a of the side rail 2 can be reinforced more firmly. Reinforcement of the corners 2a by the closed cross-section structure improves the torsional rigidity of the side rails 2 and suppresses deformation of the side rails 2. As shown in FIG.

またさらに、本実施の形態に係る補強構造は、補強部材4に大傾斜部15、小傾斜部16及び変部17を形成する。小傾斜部16はクロスメンバ3がある前後方向の位置に形成される。このため、サイドレール2に取り付けられるクロスメンバ3から傾斜部11、12を逃がすことができる。特に、クロスメンバ3がある前後方向の位置のサイドレール2はクロスメンバ3によって補強される。このため、かかる位置の閉断面部13、14が小さく形成されてもサイドレール2を十分補強することができる。 Furthermore, in the reinforcing structure according to the present embodiment, the reinforcing member 4 is formed with the large inclined portion 15 , the small inclined portion 16 and the gradually changing portion 17 . The small inclined portion 16 is formed at a position in the front-rear direction where the cross member 3 is located. Therefore, the inclined portions 11 and 12 can escape from the cross member 3 attached to the side rail 2 . In particular, the side rails 2 at the longitudinal position where the cross member 3 is located are reinforced by the cross member 3 . Therefore, even if the closed cross-sectional portions 13 and 14 at such positions are formed small, the side rails 2 can be sufficiently reinforced.

一方、クロスメンバ3がある前後方向の位置のサイドレール2は、局所的には補強部材4による補強を必要としない場合もある。しかし、かかる位置の補強部材4を省略した場合、前後方向において補強部材4が不連続となる。この場合、補強部材4が途切れた位置のサイドレール2に応力集中が発生する可能性がある。しかし、本実施の形態に係る補強構造は、クロスメンバ3がある前後方向の位置にも傾斜部11、12(小傾斜部16)を配置して傾斜部11、12をクロスメンバ3の前後で連続させる。このため、補強部材4の不連続性による応力集中の発生を抑えることができる。 On the other hand, the side rails 2 at positions in the longitudinal direction where the cross members 3 are located may not need reinforcement by the reinforcing members 4 locally. However, if the reinforcing member 4 at such a position is omitted, the reinforcing member 4 becomes discontinuous in the front-rear direction. In this case, stress concentration may occur in the side rail 2 at the position where the reinforcing member 4 is interrupted. However, in the reinforcing structure according to the present embodiment, the inclined portions 11 and 12 (small inclined portions 16) are also arranged in the front and rear positions of the cross member 3 so that the inclined portions 11 and 12 are arranged in front of and behind the cross member 3. make it continuous. Therefore, stress concentration due to discontinuity of the reinforcing member 4 can be suppressed.

そしてまた、変部17は大傾斜部15及び小傾斜部16間に形成される。このため、大傾斜部15及び小傾斜部16間における傾斜部11、12の形状を連続的に徐々に変化させることができる。これにより、補強部材4の形状の不連続性による応力集中の発生を抑えることができる。そして、ワーピングによるサイドレール2の剛性低下を抑制することができる。 Also, the gradually changing portion 17 is formed between the large slope portion 15 and the small slope portion 16 . Therefore, the shapes of the inclined portions 11 and 12 between the large inclined portion 15 and the small inclined portion 16 can be continuously and gradually changed. As a result, the occurrence of stress concentration due to discontinuity in the shape of the reinforcing member 4 can be suppressed. Also, it is possible to suppress a reduction in the rigidity of the side rails 2 due to warping.

また、補強部材4の前後方向の端部4aには、下側小傾斜部16が形成されると共に切り欠き部24が形成される。これにより、補強部材4が設けられる部分と補強部材4が設けられない部分の境目におけるサイドレール2の剛性の変化を小さく抑えることができる。 In addition, a lower small inclined portion 16 and a notch portion 24 are formed at the end portion 4a of the reinforcing member 4 in the front-rear direction. As a result, the change in rigidity of the side rail 2 at the boundary between the portion where the reinforcing member 4 is provided and the portion where the reinforcing member 4 is not provided can be kept small.

以上、本開示の実施形態を詳細に述べたが、本開示は以下のような他の実施形態も可能である。 Although the embodiments of the present disclosure have been described above in detail, the present disclosure is also capable of other embodiments as follows.

(1)クロスメンバ3は、サイドレール2のフランジ部に締結されるものとしたがこれに限られない。図5に示すように、クロスメンバ3はサイドレール2のウェブ部5に補強部材4を挟んだ状態で締結されてもよい。 (1) Although the cross member 3 is fastened to the flange portion of the side rail 2, it is not limited to this. As shown in FIG. 5, the cross member 3 may be fastened to the web portion 5 of the side rail 2 with the reinforcing member 4 interposed therebetween.

(2)図6に示すように、垂直部8は、上下に分割して形成されてもよい。この場合、上側の垂直部8と下側の垂直部8は、上下に離間されてもよく、当接されてもよい。 (2) As shown in FIG. 6, the vertical portion 8 may be divided into upper and lower parts. In this case, the upper vertical portion 8 and the lower vertical portion 8 may be separated vertically or may be in contact with each other.

(3)図7に示すように、垂直部8には、上下方向に延びる縦ビード23が形成されてもよい。この場合、縦ビード23は、ウェブ部5から離間する方向(車幅方向内方)に膨らんで形成されるとよい。 (3) As shown in FIG. 7, the vertical portion 8 may be formed with a vertical bead 23 extending vertically. In this case, the vertical bead 23 is preferably formed so as to swell in a direction away from the web portion 5 (inward in the vehicle width direction).

また、補強部材4が上側傾斜部11及び下側傾斜部12を備える場合、縦ビード23の上端は上側傾斜部11に接続され、縦ビード23の下端は下側傾斜部12に接続されるとよい。 Further, when the reinforcing member 4 includes the upper inclined portion 11 and the lower inclined portion 12, the upper end of the vertical bead 23 is connected to the upper inclined portion 11, and the lower end of the vertical bead 23 is connected to the lower inclined portion 12. good.

また、補強部材4が上側傾斜部11及び下側傾斜部12のいずれか一方しか備えない場合、縦ビード23は一方の傾斜部に接続されると共に、傾斜部を備えない側の水平部に接続されるとよい。また、補強部材4が下側傾斜部12及び下側水平部10を備えない場合、縦ビード23の下端はサイドレール2の下側フランジ部7に当接されるとよい。なお、補強部材4が上側傾斜部11及び上側水平部9を備えない場合、縦ビード23の上端はサイドレール2の上側フランジ部6に当接されるとよい。 Further, when the reinforcing member 4 has only one of the upper inclined portion 11 and the lower inclined portion 12, the vertical bead 23 is connected to one inclined portion and to the horizontal portion on the side without the inclined portion. should be. Also, if the reinforcing member 4 does not have the lower inclined portion 12 and the lower horizontal portion 10 , the lower end of the vertical bead 23 is preferably brought into contact with the lower flange portion 7 of the side rail 2 . If the reinforcing member 4 does not have the upper inclined portion 11 and the upper horizontal portion 9 , the upper end of the vertical bead 23 is preferably brought into contact with the upper flange portion 6 of the side rail 2 .

前述の各実施形態の構成は、特に矛盾が無い限り、部分的にまたは全体的に組み合わせることが可能である。本開示の実施形態は前述の実施形態のみに限らず、特許請求の範囲によって規定される本開示の思想に包含されるあらゆる変形例や応用例、均等物が本開示に含まれる。従って本開示は、限定的に解釈されるべきではなく、本開示の思想の範囲内に帰属する他の任意の技術にも適用することが可能である。 The configurations of the respective embodiments described above can be partially or wholly combined as long as there is no contradiction. Embodiments of the present disclosure are not limited to the above-described embodiments, and include all modifications, applications, and equivalents encompassed by the concept of the present disclosure defined by the claims. Accordingly, the present disclosure should not be construed in a restrictive manner, and can be applied to any other technology that falls within the spirit of the present disclosure.

1 ラダーフレーム
2 サイドレール
3 クロスメンバ
4 補強部材
5 ウェブ部
6 上側フランジ部
7 下側フランジ部
8 垂直部
9 上側水平部(水平部)
10 下側水平部(水平部)
11 上側傾斜部(傾斜部)
12 下側傾斜部(傾斜部)
15 下側大傾斜部(大傾斜部)
16 下側小傾斜部(小傾斜部)
17 下側変部(変部)
23 縦ビード
1 ladder frame 2 side rail 3 cross member 4 reinforcing member 5 web portion 6 upper flange portion 7 lower flange portion 8 vertical portion 9 upper horizontal portion (horizontal portion)
10 lower horizontal part (horizontal part)
11 upper inclined portion (inclined portion)
12 lower slope (slope)
15 lower large slope (large slope)
16 Lower small slope (small slope)
17 lower gradual change part ( gradual change part)
23 Vertical bead

Claims (6)

左右に離間して配置される一対のサイドレールと、
前記サイドレール間に掛け渡して設けられるクロスメンバと、
前記サイドレールに設けられる補強部材とを備え、
前記サイドレールは、上下方向に延びるウェブ部と、前記ウェブ部の上端から左右方向に延びる上側フランジ部と、前記ウェブ部の下端から前記上側フランジ部と同方向に延びる下側フランジ部とを備え、
前記補強部材は、前記ウェブ部に沿って上下方向に延びる垂直部と、前記上側フランジ部及び下側フランジ部の少なくとも一方に沿って左右方向に延びる水平部と、前記垂直部及び前記水平部間に形成され斜め方向に延びる傾斜部とを備え、
前記傾斜部は、前記クロスメンバから前後方向に離間された位置に形成される大傾斜部と、前記クロスメンバがある前後方向の位置に形成され前記大傾斜部より傾斜方向の長さを短く形成される小傾斜部と、前記大傾斜部及び前記小傾斜部間に形成され前記大傾斜部から前記小傾斜部に近づくにつれて傾斜方向の長さを連続的に縮小させる変部とを備えた
ことを特徴とするラダーフレーム補強構造。
a pair of side rails spaced apart on the left and right;
a cross member that spans between the side rails;
and a reinforcing member provided on the side rail,
The side rail includes a web portion extending in the vertical direction, an upper flange portion extending in the horizontal direction from the upper end of the web portion, and a lower flange portion extending from the lower end of the web portion in the same direction as the upper flange portion. ,
The reinforcing member has a vertical portion extending vertically along the web portion, a horizontal portion extending horizontally along at least one of the upper flange portion and the lower flange portion, and a portion between the vertical portion and the horizontal portion. and an inclined portion formed in and extending in an oblique direction,
The inclined portion includes a large inclined portion formed at a position separated from the cross member in the front-rear direction, and a large inclined portion formed at a position in the front-rear direction where the cross member is located, and formed with a shorter length in the inclined direction than the large inclined portion. and a gradual change portion formed between the large and small inclined portions for continuously reducing the length in the direction of inclination from the large inclined portion to the small inclined portion. A ladder frame reinforcement structure characterized by:
左右に離間して配置される一対のサイドレールと、
前記サイドレール間に掛け渡して設けられるクロスメンバと、
前記サイドレールに設けられる補強部材とを備え、
前記サイドレールは、上下方向に延びるウェブ部と、前記ウェブ部の上端から左右方向に延びる上側フランジ部と、前記ウェブ部の下端から前記上側フランジ部と同じ方向に延びる下側フランジ部とを備え、
前記補強部材は、前記ウェブ部に沿って上下方向に延びる垂直部と、前記上側フランジ部に沿って左右方向に延びる上側水平部と、前記下側フランジ部に沿って左右方向に延びる下側水平部と、前記垂直部及び前記上側水平部間に形成され斜め方向に延びる上側傾斜部と、前記垂直部及び前記下側水平部間に形成され斜め方向に延びる下側傾斜部とを備え、
前記上側傾斜部及び前記下側傾斜部の少なくとも一方は、前記クロスメンバから離間された位置に形成される大傾斜部と、前記クロスメンバがある前後方向の位置に形成され前記大傾斜部より傾斜方向の長さを短く形成される小傾斜部と、前記大傾斜部及び前記小傾斜部間に形成され前記大傾斜部から前記小傾斜部に近づくにつれて傾斜方向の長さを連続的に縮小させる変部とを備えた
ことを特徴とするラダーフレーム補強構造。
a pair of side rails spaced apart on the left and right;
a cross member that spans between the side rails;
and a reinforcing member provided on the side rail,
The side rail includes a web portion extending in the vertical direction, an upper flange portion extending in the horizontal direction from the upper end of the web portion, and a lower flange portion extending in the same direction as the upper flange portion from the lower end of the web portion. ,
The reinforcing member includes a vertical portion extending vertically along the web portion, an upper horizontal portion extending horizontally along the upper flange portion, and a lower horizontal portion extending horizontally along the lower flange portion. an upper inclined portion formed between the vertical portion and the upper horizontal portion and extending in an oblique direction; and a lower inclined portion formed between the vertical portion and the lower horizontal portion and extending in an oblique direction;
At least one of the upper inclined portion and the lower inclined portion includes a large inclined portion formed at a position separated from the cross member, and a large inclined portion formed at a position in the front-rear direction where the cross member is located and inclined from the large inclined portion. a small inclined portion formed to have a short length in the direction; and a small inclined portion formed between the large inclined portion and the small inclined portion, the length of the inclined direction of which is continuously reduced from the large inclined portion toward the small inclined portion. A rudder frame reinforcement structure, comprising: a gradually changing portion.
前記垂直部は、上下に分割して形成された請求項2に記載のラダーフレーム補強構造。 3. The ladder frame reinforcement structure according to claim 2, wherein the vertical portion is formed by dividing into upper and lower parts. 前記クロスメンバは、前記小傾斜部に臨む前記上側フランジ部及び下側フランジ部の少なくとも一方に前記補強部材を挟んだ状態で締結された請求項1から3のいずれか一項に記載のラダーフレーム補強構造。 The ladder frame according to any one of claims 1 to 3, wherein the cross member is fastened to at least one of the upper flange portion and the lower flange portion facing the small inclined portion with the reinforcing member sandwiched therebetween. reinforced structure. 前記クロスメンバは、前記小傾斜部に臨む前記ウェブ部に前記補強部材を挟んだ状態で締結された請求項1から3のいずれか一項に記載のラダーフレーム補強構造。 The ladder frame reinforcing structure according to any one of claims 1 to 3, wherein the cross member is fastened with the reinforcing member sandwiched between the web portion facing the small inclined portion. 前記垂直部には、上下方向に延びる縦ビードが形成された
請求項1から5のいずれか一項に記載のラダーフレーム補強構造。
The ladder frame reinforcing structure according to any one of claims 1 to 5, wherein a vertical bead extending vertically is formed in the vertical portion.
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Citations (4)

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Publication number Priority date Publication date Assignee Title
JP2000016343A (en) 1998-07-02 2000-01-18 Hino Motors Ltd Car body structure of automobile
JP2013166401A (en) 2012-02-14 2013-08-29 Toyota Auto Body Co Ltd Side member structure of vehicle
JP2014019363A (en) 2012-07-20 2014-02-03 Daimler Ag Air spring installing portion structure
JP2018047714A (en) 2016-09-20 2018-03-29 スズキ株式会社 Vehicle body structure

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JPS6116977U (en) * 1984-07-06 1986-01-31 いすゞ自動車株式会社 Reinforcement structure of side member
JPH061129U (en) * 1992-06-12 1994-01-11 マツダ株式会社 Vehicle frame structure
JP3796834B2 (en) * 1996-09-11 2006-07-12 日産自動車株式会社 Side member reinforcement structure

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000016343A (en) 1998-07-02 2000-01-18 Hino Motors Ltd Car body structure of automobile
JP2013166401A (en) 2012-02-14 2013-08-29 Toyota Auto Body Co Ltd Side member structure of vehicle
JP2014019363A (en) 2012-07-20 2014-02-03 Daimler Ag Air spring installing portion structure
JP2018047714A (en) 2016-09-20 2018-03-29 スズキ株式会社 Vehicle body structure

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