JPH101065A - Welding connection structure for vehicle frame body - Google Patents

Welding connection structure for vehicle frame body

Info

Publication number
JPH101065A
JPH101065A JP17435096A JP17435096A JPH101065A JP H101065 A JPH101065 A JP H101065A JP 17435096 A JP17435096 A JP 17435096A JP 17435096 A JP17435096 A JP 17435096A JP H101065 A JPH101065 A JP H101065A
Authority
JP
Japan
Prior art keywords
frame member
welding
reinforcing member
hollow frame
side wall
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.)
Pending
Application number
JP17435096A
Other languages
Japanese (ja)
Inventor
Kenji Kanamori
謙二 金森
Nariyuki Nakagawa
成幸 中川
Tetsuji Morita
哲次 森田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nissan Motor Co Ltd
Original Assignee
Nissan Motor Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nissan Motor Co Ltd filed Critical Nissan Motor Co Ltd
Priority to JP17435096A priority Critical patent/JPH101065A/en
Publication of JPH101065A publication Critical patent/JPH101065A/en
Pending legal-status Critical Current

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  • Body Structure For Vehicles (AREA)

Abstract

PROBLEM TO BE SOLVED: To easily and properly prevent deformation of a frame member due to welding by forming a reinforcing member integrally with frame members inside the first hollow frame member and the second hollow frame member, extending the reinforcing member in the axial direction of the frame members, and protruding the reinforcing member from the inside walls of the frame members. SOLUTION: A side wall part 22 of a side sill 21 serving as the first hollow frame member and an end part 24 of a cross member serving as the second hollow frame member are butted to each other so as to be assembled by means of welding. On the inside wall of the welded side wall part 22 of the side sill 21, a reinforcing member 27 is formed integrally with the side wall part 22. The reinforcing member 27 is arranged within the area of a height B range defined by the upper wall and the lower wall of the cross member 23 and is protruded in parallel with the axial direction of the cross member 23. The reinforcing member 27 is extended in the axial direction of the side sill 21 and is formed so that its protruded width is provided with a length not less than a fusion area by welding. In this way, deformation of the frame member due to the welding can be prevented easily and properly.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、フレーム車体の溶
接結合構造に係り、更に詳細には、中空のフレーム部材
同士の端部と側壁部とを溶接により組み立てて成る自動
車車体のフレーム構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a welding structure for a frame body, and more particularly, to a frame structure for an automobile body formed by welding the ends of hollow frame members and side walls together by welding.

【0002】[0002]

【従来の技術】従来のフレーム車体の溶接結合構造とし
ては、例えば、図1に示すようなものが知られている。
同図において、フレーム車体1のフロア2は、フロア2
の側部を構成し、第1の中空フレーム部材となるサイド
シル3と、フロア2を横切り、第2の中空フレーム部材
となるクロスメンバ4から構成されている。これらフレ
ーム部材の結合構造は、第1の中空フレーム部材となる
サイドシル3の側壁部5と、第2の中空フレーム部材と
なるクロスメンバ4の端部6とを、図2に示すように突
き当てて溶接により組み立てる溶接構造となっている。
図3にフロア2の側面図を示す。
2. Description of the Related Art As a conventional welding connection structure for a frame body, for example, a structure shown in FIG. 1 is known.
In the figure, a floor 2 of a frame body 1 is a floor 2
And a side sill 3 serving as a first hollow frame member, and a cross member 4 traversing the floor 2 and serving as a second hollow frame member. As shown in FIG. 2, the coupling structure of these frame members is such that the side wall portion 5 of the side sill 3 serving as the first hollow frame member and the end portion 6 of the cross member 4 serving as the second hollow frame member abut as shown in FIG. It has a welding structure that is assembled by welding.
FIG. 3 shows a side view of the floor 2.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、このよ
うな従来のフレーム車体の溶接結合構造にあっては、サ
イドシルのフレーム部材3の断面形状が、図4に示すよ
うに矩形のような閉図形を構成する側壁部5と上下壁部
7のみの構成となっており、クロスメンバのフレーム部
材4の断面形状も、図5に示すように側壁部8と上下壁
部9のみの構成となっている。このため、サイドシル3
とクロスメンバ4とを溶接する場合には、図3のA−A
断面を表した図6に示すように、サイドシル3の側壁部
5の溶接部10が溶接により全て溶融し、サイドシル3
の溶接側壁部5がΔx陥没する。この結果、上述の溶接
に際し、クロスメンバ4が陥没部12に引き込まれ、ク
ロスメンバ4が軸方向AにΔx収縮して変形するという
不具合があった。
However, in such a conventional welded joint structure for a frame body, the cross-sectional shape of the frame member 3 of the side sill has a rectangular closed shape as shown in FIG. The cross member has only the side wall portion 5 and the upper and lower wall portions 9 as shown in FIG. 5, and the cross-sectional shape of the cross member frame member 4 is only the side wall portion 5 and the upper and lower wall portions 9. . Therefore, side sill 3
When welding the cross member 4 with the cross member 4,
As shown in FIG. 6 showing the cross section, the welded portion 10 of the side wall portion 5 of the side sill 3 is entirely melted by welding, and
Is depressed by Δx. As a result, at the time of the above-described welding, the cross member 4 is pulled into the recessed portion 12, and the cross member 4 is contracted by Δx in the axial direction A and deformed.

【0004】また、上記溶接の際には、図6のB−B断
面を表した図7に示すように、サイドシル3の側壁部5
が断面内側へ変形(5’)し、その側壁部5と隣接する
上下壁部7が断面外側へ変形(7’)する。即ち、サイ
ドシル3の断面形状としては、全体的にクロスメンバ4
の軸方向AにΔy潰れる断面変形が起こるという不具合
がある。更に、クロスメンバ4の端部6が溶接により全
周に亘って溶融し、クロスメンバ4自体が、図2のC−
C断面を表した図8に示すように、軸方向AにΔz収縮
するという不具合もある。
At the time of the welding, as shown in FIG. 7 showing a cross section taken along the line BB of FIG.
Are deformed inward (5 '), and the upper and lower walls 7 adjacent to the side wall 5 are deformed (7') outward. That is, the cross-section of the side sill 3
In the axial direction A. Further, the end portion 6 of the cross member 4 is melted over the entire circumference by welding, and the cross member 4 itself becomes a C-
As shown in FIG. 8 showing the C cross section, there is also a problem that Δz contracts in the axial direction A.

【0005】そして、上述のような変形が合わさると、
図9に示すように、フロア2全体が溶接によりクロスメ
ンバ4の軸方向Aにδ(δ=2Δx+2Δy+2Δz)
収縮する変形が生じる。これに対し、従来は、各フレー
ム部材をすり合わせ、収縮を見込んで溶接を行っていた
が、最適な見込み量を見出すことや、各フレーム部材の
すり合わせを行うのに長い時間が必要になるという課題
があった。本発明は、このような従来の課題に着目して
なされたもので、溶接によるフレーム部材の変形を簡易
且つ適切に防止できるフレーム車体の溶接結合構造を提
供することを目的としている。
[0005] Then, when the above-mentioned deformations are combined,
As shown in FIG. 9, the entire floor 2 is welded in the axial direction A of the cross member 4 by δ (δ = 2Δx + 2Δy + 2Δz).
Shrinking deformation occurs. In contrast, conventionally, welding was performed in consideration of shrinkage of each frame member and anticipation of shrinkage. However, it takes a long time to find an optimal expected amount and to perform the adjustment of each frame member. was there. The present invention has been made in view of such a conventional problem, and an object of the present invention is to provide a welded structure of a frame body that can easily and appropriately prevent deformation of a frame member due to welding.

【0006】[0006]

【課題を解決するための手段】本発明者らは、上記課題
を解決すべく鋭意検討した結果、中空フレーム部材の少
なくとも一方の内部に、特定の補強材を配設することに
より、上記課題が解決できることを見出し、本発明を完
成するに至った。即ち、本発明のフレーム車体の溶接結
合構造は、第1の中空フレーム部材の側壁部と第2の中
空フレーム部材の端部とを溶接により連結して成るフレ
ーム車体の溶接結合構造において、第1の中空フレーム
部材及び/又は第2の中空フレーム部材の内部に、当該
フレーム部材と一体的に形成された補強材を備え、この
補強材は、当該フレーム部材の軸方向に延在し、且つ当
該フレーム部材の内壁から突出していることを特徴とす
る。
Means for Solving the Problems As a result of intensive studies to solve the above problems, the present inventors have solved the above problems by disposing a specific reinforcing material inside at least one of the hollow frame members. They have found that they can be solved, and have completed the present invention. That is, the welded joint structure for a frame body according to the present invention is a welded joint structure for a frame body formed by connecting a side wall portion of a first hollow frame member and an end portion of a second hollow frame member by welding. A reinforcing member integrally formed with the frame member inside the hollow frame member and / or the second hollow frame member, the reinforcing member extends in the axial direction of the frame member, and It is characterized by protruding from the inner wall of the frame member.

【0007】[0007]

【作用】本発明においては、第1の中空フレーム部材及
び第2の中空フレーム部材の少なくとも一方の内部に、
当該フレーム部材と一体的に突出した補強材を設けた。
この補強材は、補強材が設けられているフレーム部材の
軸方向に延在しているので、第1及び第2の中空フレー
ム部材を溶接する際に、溶融しないか又は溶融し難く、
特に第2の中空フレーム部材の軸方向に収縮する変形を
防止することができる。
According to the present invention, at least one of the first hollow frame member and the second hollow frame member has:
A reinforcing member protruding integrally with the frame member was provided.
Since this reinforcing member extends in the axial direction of the frame member on which the reinforcing member is provided, when the first and second hollow frame members are welded, they do not melt or hardly melt,
Particularly, the deformation of the second hollow frame member contracting in the axial direction can be prevented.

【0008】[0008]

【発明の実施の形態】以下、本発明を図面に基づいて詳
細に説明する。 (実施形態1)図10は、本発明のフレーム車体の溶接
結合構造の一実施形態を示す断面図である。まず、構成
を説明すると、この溶接結合構造は、第1の中空フレー
ム部材の一例であるサイドシル21の側壁部22と、第
2の中空フレーム部材の一例でああるクロスメンバ23
の端部24とを突き合わせて溶接により組み付けること
により構成されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the present invention will be described in detail with reference to the drawings. (Embodiment 1) FIG. 10 is a sectional view showing an embodiment of a welded joint structure for a frame body according to the present invention. First, the configuration will be described. This welded joint structure includes a side wall portion 22 of a side sill 21 as an example of a first hollow frame member and a cross member 23 as an example of a second hollow frame member.
And is assembled by welding with the end 24 of the butt.

【0009】そして、サイドシル21の溶接側壁部22
の内壁には、補強材27が側壁部22と一体的に形成さ
れており、この補強材27は、クロスメンバ23の上壁
と下壁とで規定される高さBの範囲内に設けられてお
り、クロスメンバ23の軸方向とほぼ平行に突出してい
るが、側壁部22と対向する側壁部25とは連結してい
ない。また、補強材27は、図10のD−D断面を表し
た図11に示すように、サイドシル21の軸方向に延在
しており、上述の突出幅は溶接による溶融領域26以上
の長さとなるように形成されている。
Then, the welding side wall portion 22 of the side sill 21 is formed.
A reinforcement member 27 is formed integrally with the side wall portion 22 on the inner wall of the cross member 23. The reinforcement member 27 is provided within a range of a height B defined by the upper wall and the lower wall of the cross member 23. Although it protrudes substantially parallel to the axial direction of the cross member 23, it is not connected to the side wall portion 25 facing the side wall portion 22. The reinforcing material 27 extends in the axial direction of the side sill 21 as shown in FIG. 11 showing a cross section taken along line DD of FIG. It is formed so that it becomes.

【0010】次に、本実施形態の作用を説明する。上述
の溶接結合構造の形成においては、溶接側壁部22の内
壁に上述の補強材27を設けたサイドシル21の溶接側
壁部22の外壁に、クロスメンバ23の端面24を当接
させて溶接する。この溶接の際、サイドシル21の溶接
側壁部22の一部は溶融するが、この側壁部22に設け
られた補強材27が、クロスメンバ23の軸方向Aとほ
ぼ平行で、クロスメンバ23の高さB以内の位置にあ
り、その突出幅が溶融領域26以上の長さを有するた
め、補強材27全体が溶融することはなく、剛性を保持
したままである。従って、サイドシル21とクロスメン
バ23とを溶接により連結しても、サイドシル21の側
壁部22が陥没するはない。
Next, the operation of the present embodiment will be described. In the formation of the above-described welded joint structure, the end surface 24 of the cross member 23 is brought into contact with the outer wall of the welding side wall portion 22 of the side sill 21 in which the above-mentioned reinforcing member 27 is provided on the inner wall of the welding side wall portion 22 and welded. During this welding, a part of the welding side wall portion 22 of the side sill 21 is melted, but the reinforcing material 27 provided on the side wall portion 22 is substantially parallel to the axial direction A of the cross member 23 and the height of the cross member 23 is high. B, and the protrusion width thereof is equal to or longer than the melting region 26, so that the entire reinforcing member 27 does not melt and the rigidity is maintained. Therefore, even if the side sill 21 and the cross member 23 are connected by welding, the side wall 22 of the side sill 21 does not collapse.

【0011】即ち、第2の中空フレーム部材であるクロ
スメンバ23が、その軸方向Aに収縮するフロア2の変
形を防止することが可能となる。なお、補強材27の突
出幅は、上述したように、望ましくは溶融領域26以上
の長さにするのがよいが、その幅が溶融領域26に満た
ない場合でも、陥没量を抑制する効果を奏することは言
うまでもない。
That is, the cross member 23 as the second hollow frame member can be prevented from deforming the floor 2 contracting in the axial direction A. Note that, as described above, the protrusion width of the reinforcing member 27 is desirably set to a length equal to or longer than the melting region 26. However, even when the width is less than the melting region 26, the effect of suppressing the amount of depression is reduced. It goes without saying that it plays.

【0012】(実施形態2)図12に、本発明の溶接結
合構造の第2実施形態を示す。本実施形態の溶接結合構
造は、第1実施形態とほぼ同じ構成を有するが、補強材
38をサイドシル31の側壁部32の内壁に設ける位置
が、クロスメンバ33の上下壁部35と同じ高さとなる
ように構成されている。サイドシル31の側壁部32と
クロスメンバ33の端面34との溶接の際、サイドシル
31の溶接側壁部32は溶融する。しかし、溶接側壁部
32に設けられた補強材38は、クロスメンバの上下壁
部35と同じ位置にあり、溶接による溶融領域37以上
の突出幅を有するため、サイドシル31の溶接側壁部3
2は、クロスメンバの上下壁部35の全長に亘って溶融
しない補強材38で支えられることになり、サイドシル
の側壁部22の陥没を防止することが可能となる。従っ
て、クロスメンバ33の軸方向Aに収縮するフロア2の
変形を防止することが可能となる。
(Embodiment 2) FIG. 12 shows a second embodiment of the welded joint structure of the present invention. The welded joint structure of the present embodiment has substantially the same configuration as that of the first embodiment, but the reinforcing member 38 is provided on the inner wall of the side wall 32 of the side sill 31 at the same height as the upper and lower wall portions 35 of the cross member 33. It is configured to be. When welding the side wall 32 of the side sill 31 and the end surface 34 of the cross member 33, the welded side wall 32 of the side sill 31 is melted. However, since the reinforcing member 38 provided on the welding side wall portion 32 is located at the same position as the upper and lower wall portions 35 of the cross member and has a projection width larger than the fusion region 37 by welding,
2 is supported by the reinforcing material 38 that does not melt over the entire length of the upper and lower wall portions 35 of the cross member, so that it is possible to prevent the side wall portion 22 of the side sill from sinking. Therefore, it is possible to prevent the floor 2 from contracting in the axial direction A of the cross member 33.

【0013】(実施形態3)図13に、本発明の溶接結
合構造の第3実施形態を示す。本実施形態の溶接結合構
造の構成は、第2実施形態の構成とほぼ同じであるが、
サイドシル41の側壁部42に設けられた補強材47
は、対向する側壁部46と連結されている。サイドシル
41の側壁部42とクロスメンバ43の端面44との溶
接の際、側壁部42は溶融するが、補強材47はクロス
メンバ43の軸方向とほぼ平行で、クロスメンバの上下
壁部45と同じ位置にあり、対向する側壁部46と連結
しているため、溶接側壁部42は、クロスメンバ43の
上下壁部45全長に亘って溶融しない補強材47で支え
られるので、陥没を免れる。つまり、第2の中空フレー
ム部材であるクロスメンバ43の軸方向Aに収縮するフ
ロア2の変形を防止することが可能となる。
(Embodiment 3) FIG. 13 shows a third embodiment of the welded joint structure of the present invention. The configuration of the welding connection structure of the present embodiment is almost the same as the configuration of the second embodiment,
Reinforcing member 47 provided on side wall portion 42 of side sill 41
Are connected to the opposing side wall portion 46. When welding the side wall portion 42 of the side sill 41 and the end surface 44 of the cross member 43, the side wall portion 42 is melted, but the reinforcing member 47 is substantially parallel to the axial direction of the cross member 43, and Since the welding side wall portion 42 is located at the same position and is connected to the opposing side wall portion 46, the welding side wall portion 42 is supported by the reinforcing material 47 that does not melt over the entire length of the upper and lower wall portions 45 of the cross member 43, thereby avoiding depression. That is, it is possible to prevent the floor 2 from contracting in the axial direction A of the cross member 43 that is the second hollow frame member.

【0014】また、一般的に、第1のフレーム部材の側
壁部と、第2のフレーム部材の端部とを溶接する場合、
第1の中空フレーム部材の形状や肉厚、又は治具の拘束
状態によっては、第1の中空フレーム部材に角変形が生
ずることがある。しかし、本実施形態の溶接結合構造の
ように、補強材47を対向する側壁部46と連結させた
構成とすることにより、かかる角変形を防止することも
可能となる。なお、本実施形態では、補強材47をクロ
スメンバの上下壁部45と同じ位置に設けたが、第1実
施形態のように上下壁部45により規定される高さの範
囲内に補強材47を配設しても、本実施形態とほぼ同等
の効果が得られる。
Generally, when welding the side wall of the first frame member and the end of the second frame member,
Depending on the shape and thickness of the first hollow frame member or the restraint state of the jig, angular deformation may occur in the first hollow frame member. However, by adopting a configuration in which the reinforcing member 47 is connected to the opposing side wall 46 as in the welded joint structure of the present embodiment, it is also possible to prevent such angular deformation. In the present embodiment, the reinforcing member 47 is provided at the same position as the upper and lower wall portions 45 of the cross member. However, as in the first embodiment, the reinforcing member 47 is located within the range of the height defined by the upper and lower wall portions 45. Is provided, substantially the same effect as that of the present embodiment can be obtained.

【0015】(実施形態4)図14は、本発明の溶接結
合構造の第4実施形態を示す断面図である。本実施形態
の構成は第3実施形態の構成とほぼ同じであるが、サイ
ドシルの溶接側壁部52と対向する側壁部56とに連結
された補強材57以外にも、補強材58が設けられてお
り、この補強材58は、サイドシル51の上下壁部59
と連結し、クロスメンバ53とほぼ直角に伸びており、
上記補強材57とほぼ直角に交差している。
(Embodiment 4) FIG. 14 is a sectional view showing a fourth embodiment of the welded joint structure of the present invention. The configuration of the present embodiment is substantially the same as the configuration of the third embodiment, except that a reinforcing material 58 is provided in addition to the reinforcing material 57 connected to the side wall portion 56 facing the welding side wall portion 52 of the side sill. The reinforcing member 58 is provided on the upper and lower wall portions 59 of the side sill 51.
And extends almost perpendicular to the cross member 53,
It intersects the reinforcing member 57 almost at a right angle.

【0016】サイドシル51の溶接側壁部52とクロス
メンバ53の端面54を当接させて溶接する際、溶接側
壁部52は溶接により溶融する。しかし、溶接側壁部5
2に設けられた補強材57は、クロスメンバ53とほぼ
平行で、クロスメンバ53の上下壁部55と同じ位置に
あり、対向する側壁部56と連結しているため、側壁部
52は、クロスメンバ53の上下壁部55全長に亘って
溶融しない補強材57で支えられ、陥没を免れる。
When the welding side wall portion 52 of the side sill 51 is brought into contact with the end surface 54 of the cross member 53 for welding, the welding side wall portion 52 is melted by welding. However, the welding side wall 5
2 is substantially parallel to the cross member 53, is located at the same position as the upper and lower wall portions 55 of the cross member 53, and is connected to the opposing side wall portion 56. It is supported by the reinforcing material 57 that does not melt over the entire length of the upper and lower wall portions 55 of the member 53 and escapes from depression.

【0017】更に、上述のように、補強材58がクロス
メンバ53とほぼ直角に設けられているため、溶接によ
るサイドシル51の上下壁部59の変形も防止すること
が可能となる。つまり、サイドシル51の断面全体が、
クロスメンバ53の軸方向Aに潰れる断面変形を防止す
ることが可能となる。従って、クロスメンバ53の軸方
向Aにフロア2全体が収縮する変形を防止することが可
能となる。なお、本実施形態では、補強材57をクロス
メンバの上下壁部55と同じ位置に設けたが、第1実施
形態のように上下壁部55により規定される高さの範囲
内に補強材57を配設しても、本実施形態とほぼ同等の
効果が得られる。
Further, as described above, since the reinforcing member 58 is provided substantially at right angles to the cross member 53, deformation of the upper and lower wall portions 59 of the side sill 51 due to welding can be prevented. That is, the entire cross section of the side sill 51 is
It is possible to prevent cross-sectional deformation of the cross member 53 crushed in the axial direction A. Therefore, it is possible to prevent the entire floor 2 from contracting in the axial direction A of the cross member 53. In the present embodiment, the reinforcing member 57 is provided at the same position as the upper and lower wall portions 55 of the cross member. However, as in the first embodiment, the reinforcing member 57 is provided within the height range defined by the upper and lower wall portions 55. Is provided, substantially the same effect as that of the present embodiment can be obtained.

【0018】(実施形態5)図15及び図16に、本発
明の溶接結合構造の第5実施形態を示す。なお、図16
は、図15のE−E断面における断面図である。本実施
形態において、この溶接結合構造は、サイドシル61の
側壁部62とクロスメンバ63の端部64を突き合わせ
て溶接により組み立てられるもので、実施形態1〜4と
は異なり、第2の中空フレーム部材であるクロスメンバ
63の内壁に補強材67を設けたものである。この補強
材67は、クロスメンバ63の上下壁部68及び側壁部
69にそれぞれ設けられており、対向する壁部間(68
−68間、69−69間)を連結していない。また、補
強材67は、クロスメンバ63の軸方向に延在している
(図16参照)。
(Embodiment 5) FIGS. 15 and 16 show a fifth embodiment of the welded joint structure of the present invention. Note that FIG.
FIG. 16 is a sectional view taken along the line EE in FIG. 15. In the present embodiment, this welding connection structure is assembled by welding by abutting the side wall portion 62 of the side sill 61 and the end portion 64 of the cross member 63. Unlike the first to fourth embodiments, the second hollow frame member is different from the first to fourth embodiments. The reinforcing member 67 is provided on the inner wall of the cross member 63. The reinforcing member 67 is provided on each of the upper and lower wall portions 68 and the side wall portion 69 of the cross member 63, and is provided between the opposing wall portions (68
-68, 69-69) are not connected. The reinforcing member 67 extends in the axial direction of the cross member 63 (see FIG. 16).

【0019】サイドシル61の溶接側壁部62とクロス
メンバ63の端面64とを溶接する際、クロスメンバ6
3の断面を構成する側壁部68や上下壁部69は溶融す
るが、クロスメンバ63の内壁部に溶融領域66以上の
突出幅を有する補強材67が設けられているため、クロ
スメンバ63自体の軸収縮が防止される。従って、第2
の中空フレーム部材であるクロスメンバ63の軸方向A
に収縮するフロア2の変形を防止することが可能とな
る。なお、本実施形態では、補強材67が上下壁部68
間、側壁部69間を連結していないが、連結するような
構成としても、本実施形態とほぼ同等の効果が得られ
る。
When welding the welding side wall portion 62 of the side sill 61 and the end surface 64 of the cross member 63, the cross member 6
Although the side wall portion 68 and the upper and lower wall portions 69 forming the cross section of the third member 3 are melted, the reinforcing member 67 having a projection width greater than the melting region 66 is provided on the inner wall portion of the cross member 63. Shaft shrinkage is prevented. Therefore, the second
A of the cross member 63 which is a hollow frame member
It is possible to prevent the floor 2 from shrinking to a predetermined shape. In the present embodiment, the reinforcing member 67 is formed of the upper and lower wall portions 68.
Although the space between the side walls 69 is not connected, the same effect as in the present embodiment can be obtained even if the structure is connected.

【0020】以上、本発明を若干の実施形態により詳細
に説明したが、本発明はこれら実施形態に限定されるも
のではなく、本発明の要旨の範囲内で種々の変形実施が
可能である。例えば、補強材は、第1の中空フレーム部
材及び第2の中空フレーム部材の双方に設けてもよい。
また、補強材は、第1の中空フレーム部材及び/又は第
2の中空フレーム部材の軸方向全長に亘って延在してい
る必要はなく、溶接による溶融領域より長く延在してい
れば十分である。
Although the present invention has been described in detail with reference to some embodiments, the present invention is not limited to these embodiments, and various modifications can be made within the scope of the present invention. For example, the reinforcing material may be provided on both the first hollow frame member and the second hollow frame member.
Further, the reinforcing material does not need to extend over the entire length of the first hollow frame member and / or the second hollow frame member in the axial direction. It is.

【0021】[0021]

【発明の効果】以上説明してきたように、本発明によれ
ば、中空フレーム部材の少なくとも一方の内部に、特定
の補強材を配設することとしたため、溶接によるフレー
ム部材の変形を簡易且つ適切に防止できるフレーム車体
の溶接結合構造を提供することができる。即ち、フロア
全体が、溶接により第2の中空フレームであるクロスメ
ンバの軸方向に収縮する変形を防止することが可能とな
る。従って、収縮の見込みのための各フレーム部材のす
り合わせ調整と最適な見込み量を予め見出す必要がなく
なり、生産性と精度の高いフレーム車体を提供できると
いう効果が得られる。
As described above, according to the present invention, since a specific reinforcing material is provided inside at least one of the hollow frame members, the deformation of the frame members by welding can be performed easily and appropriately. Thus, it is possible to provide a welded joint structure of the frame body which can be prevented from occurring. That is, it is possible to prevent the entire floor from deforming by contracting in the axial direction of the cross member, which is the second hollow frame, by welding. Therefore, it is not necessary to adjust the alignment of each frame member for the possibility of contraction and find the optimum estimated amount in advance, and the effect of providing a frame body with high productivity and high accuracy can be obtained.

【0022】各実施形態は、それぞれ上記共通の効果に
加えて、更に以下のような効果がある。第1実施形態で
は、溶融しない補強材が第1の中空フレーム部材の側壁
部を支持し、第1の中空フレーム部材の側壁部の陥没を
防止することが可能となる。第2実施形態では、第1の
フレーム部材の溶接側壁部は、第2のフレーム部材の上
下壁部全長に亘って溶融しない補強材で支持され、第1
のフレーム部材の側部の陥没を防止することが可能にな
る。
Each embodiment has the following effects in addition to the above-mentioned common effects. In the first embodiment, the reinforcing material that does not melt supports the side wall of the first hollow frame member, so that the side wall of the first hollow frame member can be prevented from sinking. In the second embodiment, the welded side wall portion of the first frame member is supported by a reinforcing material that does not melt over the entire length of the upper and lower wall portions of the second frame member.
Of the frame member can be prevented from being depressed.

【0023】第3実施形態では、第1のフレーム部材の
溶接側壁部は、第2のフレーム部材の上下壁部全長に亘
って溶融しない補強材で支えられ、第1のフレーム部材
の溶接側壁部の陥没を防止できる。また、溶接による第
1のフレーム部材の角変形を防止することも可能とな
る。第4実施形態では、第1のフレーム部材の溶接側壁
部は、第2のフレーム部材の上下壁部全長に亘って溶融
しない補強材で支えられ、第1のフレーム部材の溶接側
壁部の陥没を防止できると同時に、溶接による第1のフ
レーム部材の溶接側壁部と隣接する上下面壁部の変形も
防止できる。即ち、第1のフレーム部材の断面が全体的
に、第2のフレーム部材の軸方向に潰れる断面変形をよ
り効率的に防止することが可能となる。第5実施形態で
は、溶融しない補強材が第2のフレーム部材自体の軸収
縮を防止する。
In the third embodiment, the welding side wall of the first frame member is supported by a reinforcing material that does not melt over the entire length of the upper and lower wall portions of the second frame member, and the welding side wall of the first frame member. Can be prevented from sinking. Also, it is possible to prevent the first frame member from being angularly deformed by welding. In the fourth embodiment, the welding side wall portion of the first frame member is supported by a reinforcing material that does not melt over the entire length of the upper and lower wall portions of the second frame member, and the depression of the welding side wall portion of the first frame member is reduced. At the same time, deformation of the upper and lower wall portions adjacent to the welding side wall portion of the first frame member due to welding can also be prevented. That is, it is possible to more efficiently prevent a cross-sectional deformation in which the cross section of the first frame member is entirely collapsed in the axial direction of the second frame member. In the fifth embodiment, the reinforcing material that does not melt prevents axial contraction of the second frame member itself.

【図面の簡単な説明】[Brief description of the drawings]

【図1】フレーム車体とフロアを示す斜視図である。FIG. 1 is a perspective view showing a frame body and a floor.

【図2】フロアの平面図である。FIG. 2 is a plan view of a floor.

【図3】フロアの側面図である。FIG. 3 is a side view of a floor.

【図4】従来の第1の中空フレーム部材であるサイドシ
ルの断面図である。
FIG. 4 is a cross-sectional view of a side sill as a conventional first hollow frame member.

【図5】従来の第2の中空フレーム部材であるクロスメ
ンバの断面図である。
FIG. 5 is a cross-sectional view of a cross member which is a second conventional hollow frame member.

【図6】図3のA−A線断面図である。FIG. 6 is a sectional view taken along line AA of FIG. 3;

【図7】図6B−B線断面図である。FIG. 7 is a sectional view taken along the line BB of FIG. 6;

【図8】図2のC−C線断面図である。FIG. 8 is a sectional view taken along line CC of FIG. 2;

【図9】従来のフロア全体の溶接変形を示す平面図であ
る。
FIG. 9 is a plan view showing a conventional welding deformation of the entire floor.

【図10】本発明の溶接結合構造の第1実施形態を示す
断面図である。
FIG. 10 is a cross-sectional view showing a first embodiment of the welding connection structure of the present invention.

【図11】図10のD−D線断面図である。FIG. 11 is a sectional view taken along line DD of FIG. 10;

【図12】本発明の溶接結合構造の第2実施形態を示す
断面図である。
FIG. 12 is a sectional view showing a second embodiment of the welding connection structure of the present invention.

【図13】本発明の溶接結合構造の第3実施形態を示す
断面図である。
FIG. 13 is a sectional view showing a third embodiment of the welding connection structure of the present invention.

【図14】本発明の溶接結合構造の第4実施形態を示す
断面図である。
FIG. 14 is a sectional view showing a fourth embodiment of the welding connection structure of the present invention.

【図15】本発明の溶接結合構造の第5実施形態を示す
断面図である。
FIG. 15 is a sectional view showing a fifth embodiment of the welding connection structure of the present invention.

【図16】図15のE−E線断面図である。FIG. 16 is a sectional view taken along line EE of FIG. 15;

【符号の説明】[Explanation of symbols]

1 フレーム車体 2 フロア 3 サイドシル 4 クロスメンバ 21 サイドシル 23 クロスメンバ 27 補強材 31 サイドシル 33 クロスメンバ 38 補強材 41 サイドシル 43 クロスメンバ 47 補強材 51 サイドシル 53 クロスメンバ 57,58 補強材 61 サイドシル 63 クロスメンバ 67 補強材 1 Frame Body 2 Floor 3 Side Sill 4 Cross Member 21 Side Sill 23 Cross Member 27 Reinforcement 31 Side Sill 33 Cross Member 38 Reinforcement 41 Side Sill 43 Cross Member 47 Reinforcement 51 Side Sill 53 Cross Member 57,58 Reinforcement 61 Side Sill 63 Cross Member 67 Reinforcement

Claims (12)

【特許請求の範囲】[Claims] 【請求項1】 第1の中空フレーム部材の側壁部と第2
の中空フレーム部材の端部とを溶接により連結して成る
フレーム車体の溶接結合構造において、 第1の中空フレーム部材及び/又は第2の中空フレーム
部材の内部に、当該フレーム部材と一体的に形成された
補強材を備え、 この補強材は、当該フレーム部材の軸方向に延在し、且
つ当該フレーム部材の内壁から突出している、ことを特
徴とするフレーム車体の溶接結合構造。
1. A side wall of a first hollow frame member and a second hollow frame member.
A welded structure of the frame body, wherein the end of the hollow frame member is connected to the end portion of the hollow frame member by welding, and formed integrally with the frame member inside the first hollow frame member and / or the second hollow frame member. A welded joint structure for a frame vehicle body, comprising: a reinforcing member provided in the axial direction of the frame member and protruding from an inner wall of the frame member.
【請求項2】 第1の中空フレーム部材及び第2の中空
フレーム部材の断面形状がほぼ矩形をなすことを特徴と
する請求項1記載のフレーム車体の溶接結合構造。
2. The welded joint structure for a frame body according to claim 1, wherein the first hollow frame member and the second hollow frame member have substantially rectangular cross sections.
【請求項3】 第1の中空フレーム部材の上記側壁部の
内壁に上記補強材を備え、この補強材の突出方向が第2
の中空フレーム部材の軸方向とほぼ平行であることを特
徴とする請求項2記載のフレーム車体の溶接結合構造。
3. The reinforcing member is provided on an inner wall of the side wall portion of the first hollow frame member, and the reinforcing member projects in a second direction.
3. The welded joint structure for a frame body according to claim 2, wherein the welded structure is substantially parallel to the axial direction of the hollow frame member.
【請求項4】 上記補強材が、第2の中空フレーム部材
の上壁部と下壁部とにより規定される範囲内の高さに設
けられていることを特徴とする請求項3記載のフレーム
車体の溶接結合構造。
4. The frame according to claim 3, wherein the reinforcing member is provided at a height within a range defined by an upper wall and a lower wall of the second hollow frame member. Welded joint structure of the car body.
【請求項5】 上記補強材が、第2の中空フレーム部材
の上壁部及び下壁部の高さと同じ高さに設けられている
ことを特徴とする請求項4記載のフレーム車体の溶接結
合構造。
5. The welding connection of a frame body according to claim 4, wherein the reinforcing member is provided at the same height as the upper wall and the lower wall of the second hollow frame member. Construction.
【請求項6】 上記補強材が、対向する側壁部と連結し
ていないことを特徴とする請求項2〜5のいずれか1つ
の項に記載のフレーム車体の溶接結合構造。
6. The welded joint structure for a frame body according to claim 2, wherein the reinforcing member is not connected to the opposing side wall.
【請求項7】 上記補強材の突出幅が、溶接による溶融
領域以上の長さを有することを特徴とする請求項1〜6
のいずれか1つの項に記載のフレーム車体の溶接結合構
造。
7. The projecting width of the reinforcing member has a length equal to or longer than a welded region by welding.
The welded joint structure for a frame body according to any one of the above items.
【請求項8】 上記補強材が、対向する側壁部と連結し
ていることを特徴とする請求項2〜5のいずれか1つの
項に記載のフレーム車体の溶接結合構造。
8. The welded joint structure for a frame body according to claim 2, wherein the reinforcing member is connected to an opposing side wall portion.
【請求項9】 第1の中空フレーム部材が他の補強材を
備え、この補強材は第1の中空フレーム部材の上壁部及
び下壁部と連結しており、上記補強材と交差しているこ
とを特徴とする請求項は8記載のフレーム車体の溶接結
合構造。
9. The first hollow frame member includes another reinforcing member, the reinforcing member being connected to an upper wall and a lower wall of the first hollow frame member, and intersecting with the reinforcing member. 9. The welded joint structure for a frame body according to claim 8, wherein:
【請求項10】 上記補強材が第2の中空フレーム部材
の内壁に設けられ、この補強材が対向する壁部と連結し
ていないことを特徴とする請求項2記載のフレーム車体
の溶接結合構造。
10. The welded joint structure for a frame body according to claim 2, wherein the reinforcing member is provided on an inner wall of the second hollow frame member, and the reinforcing member is not connected to an opposing wall portion. .
【請求項11】 上記補強材の突出幅が、溶接による溶
融領域以上の長さを有することを特徴とする請求項10
記載のフレーム車体の溶接結合構造。
11. The projecting width of the reinforcing member has a length equal to or longer than a welded area by welding.
The welded joint structure of the frame body described in the above.
【請求項12】 上記補強材が第2の中空フレーム部材
の内壁に設けられ、この補強材が対向する壁部と連結し
ていることを特徴とする請求項10記載のフレーム車体
の溶接結合構造。
12. The welded joint structure for a frame body according to claim 10, wherein the reinforcing member is provided on an inner wall of the second hollow frame member, and the reinforcing member is connected to an opposing wall portion. .
JP17435096A 1996-06-14 1996-06-14 Welding connection structure for vehicle frame body Pending JPH101065A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17435096A JPH101065A (en) 1996-06-14 1996-06-14 Welding connection structure for vehicle frame body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17435096A JPH101065A (en) 1996-06-14 1996-06-14 Welding connection structure for vehicle frame body

Publications (1)

Publication Number Publication Date
JPH101065A true JPH101065A (en) 1998-01-06

Family

ID=15977112

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17435096A Pending JPH101065A (en) 1996-06-14 1996-06-14 Welding connection structure for vehicle frame body

Country Status (1)

Country Link
JP (1) JPH101065A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100410513B1 (en) * 2001-04-09 2003-12-18 현대자동차주식회사 Suspension system for torsion beam axle type of vehicles
US6676183B2 (en) * 2002-01-30 2004-01-13 Honda Giken Kogyo Kabushiki Kaisha Vehicle body frame structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100410513B1 (en) * 2001-04-09 2003-12-18 현대자동차주식회사 Suspension system for torsion beam axle type of vehicles
US6676183B2 (en) * 2002-01-30 2004-01-13 Honda Giken Kogyo Kabushiki Kaisha Vehicle body frame structure

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