CN210971269U - A longitudinal beam structure and an automobile - Google Patents

A longitudinal beam structure and an automobile Download PDF

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CN210971269U
CN210971269U CN201921442303.3U CN201921442303U CN210971269U CN 210971269 U CN210971269 U CN 210971269U CN 201921442303 U CN201921442303 U CN 201921442303U CN 210971269 U CN210971269 U CN 210971269U
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section
plate
web
longitudinal beam
beam section
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戴英彪
杨权
高旻
张红业
黄新敏
刘紫平
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Guangzhou Automobile Group Co Ltd
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Guangzhou Automobile Group Co Ltd
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Abstract

本实用新型提供了一种纵梁结构及汽车,包括纵梁本体,纵梁本体包括前纵梁段和后纵梁段,后纵梁段包括顺序相连的第一梁段、第二梁段和第三梁段,前纵梁段的端部与第一梁段的端部相连接,前纵梁段的横截面为槽形截面,第一梁段的横截面为工字形截面,第二梁段的横截面为矩形截面,第三梁段的横截面为槽形截面。采用本实用新型技术方案的纵梁结构,通过前纵梁段槽形截面的设置,使得更便于后期零部件的装配;第一梁段工字形截面的设置,使得槽形截面可以更好地过渡到矩形截面;第二梁段矩形截面的设置,使得梁体可以承载更大荷载;通过利用多种不同的截面特性,有效地优化了纵梁本体强度分布,从而提高了材料的利用率和降低了梁体的自重。

Figure 201921442303

The utility model provides a longitudinal beam structure and an automobile, comprising a longitudinal beam body, the longitudinal beam body includes a front longitudinal beam section and a rear longitudinal beam section, and the rear longitudinal beam section includes a first beam section, a second beam section and a rear longitudinal beam section which are connected in sequence. The third beam section, the end of the front longitudinal beam section is connected with the end of the first beam section, the cross section of the front longitudinal beam section is a groove section, the cross section of the first beam section is an I-shaped section, and the second beam section is an I-shaped section. The cross section of the segment is a rectangular section and the cross section of the third beam section is a channel section. By adopting the longitudinal beam structure of the technical solution of the present utility model, through the setting of the groove-shaped section of the front longitudinal beam section, the assembly of the later parts is more convenient; the setting of the I-shaped section of the first beam section makes the groove-shaped section can be better transition to a rectangular section; the setting of the rectangular section of the second beam section enables the beam body to carry a larger load; by using a variety of different section characteristics, the strength distribution of the longitudinal beam body is effectively optimized, thereby improving the utilization rate of materials and reducing the self-weight of the beam.

Figure 201921442303

Description

一种纵梁结构及汽车A longitudinal beam structure and an automobile

技术领域technical field

本实用新型涉及车架结构技术领域,具体涉及一种纵梁结构及汽车。The utility model relates to the technical field of vehicle frame structures, in particular to a longitudinal beam structure and an automobile.

背景技术Background technique

现有技术中,车架纵梁的设计和制作工艺是车架系统设计的重要环节。对于工字形截面的纵梁,由于工字梁可获得几乎相近于外轮廓一样的矩形截面的惯性矩来抗弯,因此可以节省大量的材料,也减轻了构件的自身重量,但工字梁不便于在其上装配零部件。对于采用矩形截面的纵梁,刚度较大,承载能力相对较好,但是材料使用量多,自重大,制造成本较大。目前的车架纵梁通常采用槽形钢梁,对于采用槽形截面的纵梁,其工艺一般采用冲压工艺,虽然加工工艺简单,但是刚度较小,纵梁材料单一,尺寸调整不灵活,不利于零部件轻量化,且前期模具的投入成本也较大;车架纵梁采用传统的等强度冲压槽形梁结构存在抗扭性能较差,且无法根据实际使用中车架负荷分布不均来实现承载的优化等问题。由此,在考虑纵梁加工成本的前提下,采用单一的槽形截面的纵梁无法满足车架承载需求。In the prior art, the design and manufacturing process of the frame longitudinal beam is an important link in the design of the frame system. For the longitudinal beam of I-shaped section, since the I-shaped beam can obtain the moment of inertia of the rectangular section that is almost the same as the outer contour to resist bending, it can save a lot of materials and reduce the weight of the component itself, but the I-shaped beam does not It is easy to assemble components on it. For longitudinal beams with rectangular cross-sections, the rigidity is relatively large and the bearing capacity is relatively good, but the amount of material used is large, the self-weight is heavy, and the manufacturing cost is relatively large. The current frame longitudinal beams usually use channel-shaped steel beams. For longitudinal beams with channel-shaped sections, the process generally adopts stamping process. Although the processing technology is simple, the rigidity is small, the longitudinal beam material is single, and the size adjustment is not flexible. It is beneficial to the lightweight of parts, and the investment cost of the mold in the early stage is also large; the frame longitudinal beam adopts the traditional equal-strength stamped groove beam structure, which has poor torsional performance, and cannot be calculated according to the uneven load distribution of the frame in actual use. Realize the optimization of bearing and other issues. Therefore, under the premise of considering the processing cost of the longitudinal beam, the longitudinal beam with a single channel-shaped section cannot meet the load-bearing requirements of the frame.

综上所述,现有的纵梁为单一截面结构,由于车架各段对于纵梁的强度以及抗扭性能的要求不同,即车架各段的负载分布不均,由此现有的单一截面的纵梁无法满足车架的承载需求,此外,车架的纵梁长度较长且需要对纵梁结构进行再加工时(此处的加工通常是指焊接加工),由于加工长度较长,因此容易产生加工的累积误差,使得纵梁结构发生变形,导致后期车架装配精度较差,而且焊接量较大也不利于批量化生产,成本也较高。To sum up, the existing longitudinal beam is a single-section structure. Due to the different requirements for the strength and torsional performance of the longitudinal beam in each section of the frame, that is, the load distribution of each section of the frame is uneven. The longitudinal beam of the cross-section cannot meet the load-bearing requirements of the frame. In addition, the longitudinal beam of the frame is long and needs to be reprocessed (the processing here usually refers to welding), due to the long processing length, Therefore, it is easy to produce cumulative errors in processing, which causes the deformation of the longitudinal beam structure, resulting in poor assembly accuracy of the frame in the later stage, and the large amount of welding is not conducive to mass production, and the cost is also high.

实用新型内容Utility model content

本实用新型的目的在于,提供一种纵梁结构,该纵梁结构满足车架负荷分布不均的承载需求,且能够减少纵梁的加工累积误差,减少成本。The purpose of the present utility model is to provide a longitudinal beam structure, which can meet the load-bearing requirements of uneven load distribution of the vehicle frame, and can reduce the cumulative error of the longitudinal beam processing and reduce the cost.

基于此,本实用新型提供了一种纵梁结构,包括纵梁本体,所述纵梁本体包括前纵梁段和后纵梁段,所述后纵梁段包括顺序相连的第一梁段、第二梁段和第三梁段,所述前纵梁段的端部与所述第一梁段的端部相连接,所述前纵梁段的横截面为槽形截面,所述第一梁段的横截面为工字形截面,所述第二梁段的横截面为矩形截面,所述第三梁段的横截面为槽形截面。Based on this, the present utility model provides a longitudinal beam structure, comprising a longitudinal beam body, the longitudinal beam body includes a front longitudinal beam section and a rear longitudinal beam section, and the rear longitudinal beam section includes a first beam section, a The second beam section and the third beam section, the end of the front longitudinal beam section is connected with the end of the first beam section, the cross section of the front longitudinal beam section is a channel section, the first beam section The cross section of the beam section is an I-shaped section, the cross section of the second beam section is a rectangular section, and the cross section of the third beam section is a groove section.

作为优选方案,所述后纵梁段包括后梁腹板和两块平行设置于所述后梁腹板的两侧的后梁翼板,两块所述后梁翼板的第一侧部均垂直连接于所述后梁腹板的第一板面上;As a preferred solution, the rear longitudinal beam section includes a rear beam web and two rear beam wings arranged in parallel on both sides of the rear beam web, and the first sides of the two rear beam wings are vertically connected to the rear beam. the first plate surface of the back beam web;

所述后梁腹板上与其第一板面相对的板面为第二板面,在所述第一梁段中,各所述后梁翼板的第一侧部设置有延伸板,各所述延伸板垂直连接于所述后梁腹板的第二板面上;The plate surface opposite to the first plate surface on the web of the rear beam is the second plate surface. In the first beam section, the first side of each of the rear beam wings is provided with an extension plate, and each extension plate is vertical connected to the second plate surface of the back beam web;

与所述后梁翼板的第一侧部相对的侧部为第二侧部,在所述第二梁段中,还包括平行设置于所述后梁腹板的第一板面上的加强板,所述加强板的两侧分别与各所述后梁翼板的第二侧部垂直连接。The side part opposite to the first side part of the rear beam wing plate is a second side part, and the second beam section further includes a reinforcement plate arranged in parallel on the first plate surface of the rear beam web plate, the Two sides of the reinforcing plate are respectively vertically connected with the second side portion of each of the rear beam wings.

作为优选方案,所述加强板的两端均连接有与所述加强板的板面呈倾斜设置的弯折板,所述加强板跨设于所述第一梁段和第三梁段上,且其中一块所述弯折板与所述第一梁段的后梁腹板相连接,另一块所述弯折板与所述第三梁段的后梁腹板相连接。As a preferred solution, both ends of the reinforcing plate are connected with a bent plate inclined to the plate surface of the reinforcing plate, and the reinforcing plate is spanned on the first beam section and the third beam section, And one of the bending plates is connected with the back beam web of the first beam segment, and the other bending plate is connected with the back beam web of the third beam segment.

作为优选方案,所述弯折板在其远离所述加强板的一端设置有连接板,所述连接板与所述加强板的板面相平行,所述弯折板通过所述连接板与所述后梁腹板相焊接,且所述连接板上设置有燕尾槽。As a preferred solution, a connecting plate is provided at the end of the bending plate away from the reinforcing plate, the connecting plate is parallel to the plate surface of the reinforcing plate, and the bending plate is connected to the connecting plate through the connecting plate. The webs of the back beam are welded, and the connecting plate is provided with a dovetail groove.

作为优选方案,所述加强板上设置有若干工艺孔,各所述工艺孔沿所述加强板的长度方向均匀分布。As a preferred solution, the reinforcing plate is provided with a number of process holes, and each of the process holes is evenly distributed along the length direction of the reinforcing plate.

作为优选方案,所述前纵梁段包括前梁腹板和两块相互平行设置于所述前梁腹板的两侧的前梁翼板,两块所述前梁翼板的第一侧部均垂直连接于所述前梁腹板的板面上,且所述前梁腹板的板面和所述后梁腹板的板面相平齐,所述前梁翼板的板面和所述后梁翼板的板面相平齐。As a preferred solution, the front longitudinal beam section includes a front beam web and two front beam wings arranged parallel to each other on both sides of the front beam web, the first side portions of the two front beam wings are are vertically connected to the plate surface of the front beam web, and the plate surface of the front beam web is flush with the plate surface of the rear beam web, and the plate surface of the front beam flange and the rear beam The panels of the wings are flush.

作为优选方案,所述前纵梁段的端部设置有第一连接部,所述第一连接部包括斜线切口部和位于所述斜线切口部两端的直线切口部,所述第一梁段设置有与所述第一连接部相匹配的第二连接部,所述前纵梁段通过所述第一连接部和第二连接部相连接。As a preferred solution, the end of the front longitudinal beam section is provided with a first connecting portion, and the first connecting portion includes an oblique cut portion and straight cut portions located at both ends of the oblique cut portion. The first beam The segment is provided with a second connecting portion matching the first connecting portion, and the front longitudinal member segments are connected by the first connecting portion and the second connecting portion.

作为优选方案,所述前纵梁段为冲压成型梁,所述后梁翼板、所述后梁腹板和所述加强板通过搭焊形成所述后纵梁段。As a preferred solution, the front longitudinal beam section is a stamped and formed beam, and the rear beam flange, the rear beam web and the reinforcement plate are formed by lap welding to form the rear longitudinal beam section.

作为优选方案,所述前梁翼板的板厚比所述前梁腹板的板厚厚2-3mm,所述后梁翼板的板厚比所述后梁腹板的板厚厚2-3mm。As a preferred solution, the thickness of the front spar flange is 2-3 mm thicker than that of the front spar web, and the thickness of the rear spar flange is 2-3 mm thicker than that of the rear spar web.

本实用新型为了实现相同的目的,还提供了一种汽车,包括前面任一项所述的纵梁结构。In order to achieve the same purpose, the present invention also provides an automobile, which includes the longitudinal beam structure described in any one of the foregoing.

实施本实用新型实施例,具有如下有益效果:Implementing the embodiment of the present utility model has the following beneficial effects:

通过把一条车架纵梁本体分成前纵梁段和后纵梁段,这样就使得每段梁体的加工长度相对于一整条车架纵梁的加工长度要短,从而降低了加工时的累积误差,保证梁体的承载的稳定性,同时还可实现模块化生产,根据不同的车型来更换不同长度的前纵梁段或后纵梁段,即可实现调整纵梁本体的长度,对于未来轴距变化的车型适应性强,可缩短产品开发周期,降低成本。前纵梁段根据实际使用的需求,采用了槽形结构,便于后期的零部件的装配;后纵梁段采用工字形截面、矩形截面和槽形截面依次相连以形成具有多种不同截面的梁结构来满足实际使用时前段较低的强度要求、中段较高的强度要求和后段较低的强度要求,通过利用多种不同的截面特性,有效地优化了纵梁本体强度分布,从而提高了材料的利用率和降低了梁体的自重,从而使得该纵梁结构满足车架负荷分布不均的承载需求,此外,把第一梁段设计成工字形结构,即使槽形结构经过工字形结构过渡到矩形结构,使得前纵梁段能有效地过渡到第二梁段,从而避免纵梁本体的刚度产生较大的突变,进而保证了纵梁本体的稳定性。By dividing a frame longitudinal beam body into a front longitudinal beam section and a rear longitudinal beam section, the processing length of each beam body is shorter than that of a whole frame longitudinal beam, thereby reducing the processing time. Accumulate errors to ensure the stability of the load bearing of the beam body. At the same time, modular production can be realized. The length of the longitudinal beam body can be adjusted by replacing the front longitudinal beam section or rear longitudinal beam section of different lengths according to different models. Models with wheelbase changes in the future have strong adaptability, which can shorten the product development cycle and reduce costs. The front longitudinal beam section adopts a trough-shaped structure according to the actual use requirements, which is convenient for the assembly of components in the later stage; The structure can meet the lower strength requirements of the front section, the higher strength requirements of the middle section and the lower strength requirements of the rear section in actual use. The utilization rate of materials and the self-weight of the beam body are reduced, so that the longitudinal beam structure can meet the load-bearing requirements of the uneven load distribution of the frame. In addition, the first beam section is designed as an I-shaped structure, even if the trough-shaped structure passes through the I-shaped structure. The transition to the rectangular structure enables the front longitudinal beam section to effectively transition to the second beam section, thereby avoiding a large sudden change in the stiffness of the longitudinal beam body, thereby ensuring the stability of the longitudinal beam body.

附图说明Description of drawings

图1为本实用新型实施例中纵梁结构的结构示意图。FIG. 1 is a schematic structural diagram of a longitudinal beam structure in an embodiment of the present invention.

图2为图1中的E位置处的结构示意图。FIG. 2 is a schematic view of the structure at position E in FIG. 1 .

图3为本实用新型实施例中的后梁翼板结构示意图。3 is a schematic structural diagram of a rear beam wing plate in an embodiment of the present invention.

图4为本实用新型实施例中的加强板结构示意图。FIG. 4 is a schematic structural diagram of a reinforcing plate in an embodiment of the present invention.

图5为图1中的A-A截面示意图。FIG. 5 is a schematic cross-sectional view taken along line AA in FIG. 1 .

图6为图1中的B-B截面示意图。FIG. 6 is a schematic cross-sectional view taken along line BB in FIG. 1 .

图7为图1中的C-C截面示意图。FIG. 7 is a schematic cross-sectional view at CC in FIG. 1 .

图8为图1中的D-D截面示意图。FIG. 8 is a schematic cross-sectional view taken along the line DD in FIG. 1 .

图中:1-前梁腹板、2-后梁腹板、3-后梁翼板、31-延伸板、4-前梁翼板、5-加强板、51-弯折板、511-连接板、52-工艺孔、6-前纵梁段、61-斜线切口部、62-直线切口部、7-后纵梁段、71-第一梁段、72-第二梁段、73-第三梁段、8-倾斜部。In the figure: 1- front beam web, 2- rear beam web, 3- rear beam flange, 31- extension plate, 4- front beam flange, 5- strengthening plate, 51- bending plate, 511- connecting plate, 52 - Process hole, 6 - Front longitudinal beam section, 61 - Oblique line cutout, 62 - Straight cutout section, 7 - Rear longitudinal beam section, 71 - First beam section, 72 - Second beam section, 73 - Third beam Beam segment, 8 - inclined part.

具体实施方式Detailed ways

下面将结合本实用新型实施例中的附图,对本实用新型实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本实用新型一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域普通技术人员在没有作出创造性劳动前提下所获得的所有其他实施例,都属于本实用新型保护的范围。The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the implementations. example. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative work fall within the protection scope of the present invention.

应当理解的是,本实用新型中采用术语“第一”、“第二”等来描述各种信息,但这些信息不应限于这些术语,这些术语仅用来将同一类型的信息彼此区分开。例如,在不脱离本实用新型范围的情况下,“第一”信息也可以被称为“第二”信息,类似的,“第二”信息也可以被称为“第一”信息。在本实施例中,对于部件的方位词或位置词还作出以下解释,板件具有长边和短边,板件还具有两个板面。本实用新型中为了简化描述而引入了“两侧”、“侧部”、“第一板面”、“第二板面”、“第一侧部”和“第二侧部”等词语,板件的“两侧”或“侧部”是指板件的长边边缘位置,板件的“端部”“一端”是指板件的短边边缘位置,而板件具有两个长边和两个短边,便可以理解为有两个“侧部”和两个“端部”。“第一板面”是某板件的其中一个板面,“第二板面”则是前述某板件的另外一个板面。It should be understood that the terms "first", "second", etc. are used to describe various information in the present invention, but the information should not be limited to these terms, and these terms are only used to distinguish the same type of information from each other. For example, "first" information may also be referred to as "second" information, and similarly, "second" information may also be referred to as "first" information without departing from the scope of the present invention. In this embodiment, the following explanations are also made for the orientation words or position words of the components, the plate member has long sides and short sides, and the plate member also has two plate surfaces. In order to simplify the description, the terms of "two sides", "side part", "first board surface", "second board surface", "first side part" and "second side part" are introduced in this utility model, The "two sides" or "sides" of the panel refer to the position of the long edge of the panel, the "end" and "one end" of the panel refer to the position of the short edge of the panel, and the panel has two long edges and two short sides, it can be understood as having two "sides" and two "ends". The "first board surface" is one of the board surfaces of a certain board part, and the "second board surface" is the other board surface of the aforementioned board part.

如图1至图8所示,本实施例提供一种纵梁结构,包括纵梁本体,纵梁本体包括前纵梁段6和后纵梁段7,后纵梁段7包括顺序相连的第一梁段71、第二梁段72和第三梁段73,前纵梁段6的端部与第一梁段71的端部相连接,前纵梁段6的横截面为槽形截面,第一梁段71的横截面为工字形截面,第二梁段72的横截面为矩形截面,第三梁段73的横截面为槽形截面。第一梁段71、第二梁段72和第三梁段73依次相连,后纵梁段7的截面变化从第一梁段71的工字形截面转换成第二梁段72的矩形截面,再转换成第三梁段73的槽形截面,纵梁本体的截面由前纵梁段6的槽形截面经过第一梁段71的工字形截面过渡到第二梁段72的矩形截面,再转换成第三梁段73的槽形截面。需要指出的是,纵梁在实际使用时,前纵梁段6部分通常用于安装车辆发动机、转向机等零配件。As shown in FIGS. 1 to 8 , the present embodiment provides a longitudinal beam structure including a longitudinal beam body, the longitudinal beam body includes a front longitudinal beam section 6 and a rear longitudinal beam section 7 , and the rear longitudinal beam section 7 includes a first longitudinal beam section connected in sequence. A beam section 71, a second beam section 72 and a third beam section 73, the end of the front longitudinal beam section 6 is connected with the end of the first beam section 71, and the cross section of the front longitudinal beam section 6 is a groove-shaped section, The cross section of the first beam section 71 is an I-shaped section, the cross section of the second beam section 72 is a rectangular section, and the cross section of the third beam section 73 is a groove section. The first beam section 71 , the second beam section 72 and the third beam section 73 are connected in sequence, and the section change of the rear longitudinal beam section 7 is converted from the I-shaped section of the first beam section 71 to the rectangular section of the second beam section 72 , and then Converted into the channel section of the third beam section 73, the section of the longitudinal beam body is transformed from the channel section of the front longitudinal beam section 6 through the I-shaped section of the first beam section 71 to the rectangular section of the second beam section 72, and then converted A channel-shaped section of the third beam section 73 is formed. It should be pointed out that, when the longitudinal beam is actually used, the 6 part of the front longitudinal beam section is usually used to install spare parts such as the engine and steering gear of the vehicle.

基于上述技术方案,通过把一条车架纵梁本体分成前纵梁段6和后纵梁段7,这样就使得每段梁体的加工长度相对于一整条车架纵梁的加工长度要短,从而降低了加工时的累积误差,保证梁体的承载能力,同时还可实现模块化生产,根据不同的车型来更换不同长度的前纵梁段6或后纵梁段7,即可实现调整纵梁本体的长度,对于未来轴距变化的车型适应性强,可缩短产品开发周期,降低成本。前纵梁段6根据实际使用的需求,采用了槽形结构,便于后期的零部件的装配;后纵梁段7采用了多种不同截面组合来满足实际使用需求,把第一梁段71设计成工字形结构,使得前纵梁段6能有效地过渡到第二梁段72,即使槽形结构经过工字形结构过渡到矩形结构,从而避免纵梁本体的刚度产生较大的突变,进而保证了纵梁本体的稳定性。相对于采用单一截面的槽形梁来说,单一截面的槽形梁设计时只需要考虑最大荷载,而在该槽形梁处于不均布荷载的工况下且局部区域的实际荷载小于设计荷载的情况下,槽形梁在前述的局部区域位置处会形成材料的浪费。在本方案中,优化设计了前述的局部区域位置的梁体的结构,使得在该位置处的梁体的设计荷载接近实际荷载,从而形成本方案的纵梁本体的不同区段具有不同的截面,进而优化了梁体材料的使用,降低了生产成本。Based on the above technical solution, by dividing a frame longitudinal beam body into a front longitudinal beam section 6 and a rear longitudinal beam section 7, the processing length of each section of the beam body is shorter than that of a whole frame longitudinal beam. , thereby reducing the cumulative error during processing, ensuring the bearing capacity of the beam body, and at the same time realizing modular production, which can be adjusted by replacing the front longitudinal beam section 6 or rear longitudinal beam section 7 of different lengths according to different models. The length of the longitudinal beam body has strong adaptability to future models with wheelbase changes, which can shorten the product development cycle and reduce costs. The front longitudinal beam section 6 adopts a trough-shaped structure according to the actual use requirements, which is convenient for the assembly of components in the later stage; the rear longitudinal beam section 7 adopts a variety of different cross-sectional combinations to meet the actual use requirements. The first beam section 71 is designed It is formed into an I-shaped structure, so that the front longitudinal beam section 6 can effectively transition to the second beam section 72, even if the trough-shaped structure transitions to the rectangular structure through the I-shaped structure, so as to avoid a large sudden change in the stiffness of the longitudinal beam body, thereby ensuring that The stability of the longitudinal beam body. Compared with the channel beam with a single section, only the maximum load needs to be considered in the design of the channel beam with a single section, and the channel beam is under the condition of uneven load and the actual load in the local area is less than the design load. In the case of , the channel beams will create a waste of material at the aforementioned local area locations. In this solution, the structure of the beam body at the aforementioned local area position is optimally designed, so that the design load of the beam body at this position is close to the actual load, so that different sections of the longitudinal beam body of this solution have different cross-sections , thereby optimizing the use of beam materials and reducing production costs.

进一步地,由于实际使用时,车架纵梁的前段部分通常用于安装车辆发动机、转向机等零配件,而这些零配件对装配的精度要求较高。在本实施例中的前纵梁段6相当于车架纵梁的前段部分,前纵梁段6采用冲压成型的槽形梁,这样的槽形梁可以很好地保障梁体的精度,从而使得零部件更易于且更高精度地安装和布置在梁体上。此外,由于前纵梁段6是冲压成型的,后纵梁段7则是由后梁翼板3、后梁腹板2和加强板5通过搭焊的形式连接而成的,这样可以减少梁体的焊接的长度,即只需焊接后纵梁段7,从而减少了后纵梁段7在焊接时的累积误差,进而提高了后纵梁段7的精度。由于后纵梁段7具有三段,每一段的截面尺寸都不一样,如果把后纵梁段7按段加工,通过焊接把这三个梁段连接在一起,虽然前述方案也可以达到本方案的结构,但是这三个梁段之间的整体性较差。实际使用时,由于梁属于受弯构件,纵梁本体主要承受的是竖直方向上的荷载,而在梁段之间的焊接部位在竖向荷载的作用下会更容易产生疲劳或形成应力集中,即焊接部位会最先被破坏,因此,前述实施方式不作考虑。本方案中的后纵梁段7通过把两块后梁翼板3、后梁腹板2和加强板5以搭焊的形式固定在一起,使得后纵梁段7在长度方向有较好的整体性,也通过改变后梁翼板3的形状和增加加强板5的形式来使后纵梁段7具有多个不同横截面。Further, due to the actual use, the front section of the frame rail is usually used to install spare parts such as vehicle engine and steering gear, and these spare parts require high assembly precision. In this embodiment, the front longitudinal beam section 6 is equivalent to the front section of the frame longitudinal beam, and the front longitudinal beam section 6 adopts a stamped groove beam, which can well ensure the accuracy of the beam body, thereby It makes it easier and more precise to install and arrange components on the beam body. In addition, since the front longitudinal beam section 6 is stamped and formed, the rear longitudinal beam section 7 is formed by connecting the rear beam flange 3, the rear beam web 2 and the reinforcement plate 5 by lap welding, which can reduce the beam thickness. The length of welding, that is, only the rear longitudinal beam section 7 needs to be welded, thereby reducing the accumulated error of the rear longitudinal beam section 7 during welding, thereby improving the accuracy of the rear longitudinal beam section 7 . Since the rear longitudinal beam section 7 has three sections, and the cross-sectional dimensions of each section are different, if the rear longitudinal beam section 7 is processed in sections, and the three beam sections are connected together by welding, although the aforementioned solution can also achieve this solution structure, but the integrity between the three beam segments is poor. In actual use, since the beam is a flexural member, the longitudinal beam body mainly bears the load in the vertical direction, and the welding part between the beam segments will be more prone to fatigue or stress concentration under the action of the vertical load. , that is, the welded part will be destroyed first, therefore, the foregoing embodiment does not take it into consideration. The rear longitudinal beam section 7 in this solution is fixed together by lap welding two pieces of the rear beam flange 3, the rear beam web 2 and the reinforcement plate 5, so that the rear longitudinal beam section 7 has better integrity in the length direction. , also by changing the shape of the rear spar flap 3 and adding the form of the reinforcement plate 5 to make the rear longitudinal beam section 7 have a plurality of different cross-sections.

在本实施例中,后纵梁段7包括后梁腹板2和两块平行设置于后梁腹板2的两侧的后梁翼板3,两块后梁翼板3的第一侧部均垂直连接于后梁腹板2的第一板面上。In this embodiment, the rear longitudinal beam section 7 includes a rear beam web 2 and two rear beam wings 3 arranged in parallel on both sides of the rear beam web 2, and the first side portions of the two rear beam wings 3 are vertically connected to the on the first plate surface of the rear beam web 2 .

后梁腹板2上与其第一板面相对的板面为第二板面,在第一梁段71中,各后梁翼板3的第一侧部设置有延伸板31,各延伸板31垂直连接于后梁腹板2的第二板面上,需要指出的是,本实施例中延伸板31属于后梁翼板3的一部分。在第一梁段71中,后梁翼板3沿后梁翼板3的板面方向向第二板面一侧延伸以形成延伸板31,延伸板31凸设于第二板面,使得在第一梁段71中的后梁翼板3的宽度大于在第二梁段72的后梁翼板3的宽度。由于后梁翼板3垂直于后梁腹板2,因此延伸板31也垂直于后梁腹板2。前述设计使得后纵梁段7的横截面的形状在第一梁段71上呈工字形截面。The plate surface opposite to the first plate surface on the rear beam web 2 is the second plate surface. In the first beam section 71, the first side portion of each rear beam wing plate 3 is provided with an extension plate 31, and each extension plate 31 is vertically connected. On the second plate surface of the rear beam web 2 , it should be pointed out that in this embodiment, the extension plate 31 belongs to a part of the rear beam wing plate 3 . In the first beam section 71 , the rear spar wing plate 3 extends to the side of the second plate surface along the plate surface direction of the rear spar wing plate 3 to form an extension plate 31 , and the extension plate 31 is protruded from the second plate surface, so that in the first The width of the rear spar flap 3 in the beam section 71 is greater than the width of the rear spar flap 3 in the second beam section 72 . Since the rear spar flap 3 is perpendicular to the rear spar web 2 , the extension plate 31 is also perpendicular to the rear spar web 2 . The foregoing design results in the cross-sectional shape of the rear longitudinal member 7 being an I-shaped cross-section on the first beam section 71 .

在实际使用中,后纵梁段7中段位置的荷载较大,为了承载此荷载,就需要提高后纵梁段7中段的承载能力。由于上述的设计,后梁腹板2的第一板面与两块后梁翼板3已形成了一个槽形结构。后梁翼板3的第二侧部为与后梁翼板3的第一侧部相对的侧部。在第二梁段72中,加强板5与后梁腹板2平行设置且加强板5设置在第一板面的上方,加强板5的两侧分别与各后梁翼板3的第二侧部垂直连接,即加强板5的边缘与后梁翼板3的长边边缘连接。由于上述的设计,后梁腹板2已分别与两块后梁翼板3垂直,加强板5又与后梁腹板2平行,使得后梁腹板2、两块后梁翼板3和加强板5组合形成一个空心四棱柱结构,从而使得第二梁段72的横截面形成矩形截面。In actual use, the load at the position of the middle section of the rear longitudinal beam section 7 is relatively large. In order to carry this load, it is necessary to improve the bearing capacity of the middle section of the rear longitudinal beam section 7 . Due to the above design, the first plate surface of the rear beam web 2 and the two rear beam wings 3 have formed a trough-shaped structure. The second side portion of the rear spar flap 3 is the side opposite to the first side portion of the rear spar flap 3 . In the second beam section 72 , the reinforcement plate 5 is arranged in parallel with the rear beam web 2 and the reinforcement plate 5 is arranged above the first plate surface. Connection, that is, the edge of the reinforcing plate 5 is connected with the long edge of the rear spar flap 3 . Due to the above-mentioned design, the rear beam web 2 has been perpendicular to the two rear beam flanges 3 respectively, and the reinforcement plate 5 is parallel to the rear beam web 2, so that the rear beam web 2, the two rear beam wings 3 and the reinforcement plate 5 are combined to form a The hollow quadrangular prism structure, so that the cross section of the second beam section 72 forms a rectangular section.

在第三梁段73中,后纵梁段7的结构形状不做变动。两块后梁翼板3的第一侧部均垂直连接于后梁腹板2的第一板面上,两块平行设置于后梁腹板2的两侧的后梁翼板3与后梁腹板2共同形成槽形结构,使得第三梁段73的横截面为槽形截面。In the third beam section 73, the structural shape of the rear longitudinal beam section 7 is not changed. The first side parts of the two rear beam wings 3 are vertically connected to the first plate surface of the rear beam web 2, and the two rear beam wings 3 arranged in parallel on both sides of the rear beam web 2 and the rear beam web 2 form together. The trough-shaped structure makes the cross-section of the third beam section 73 a trough-shaped section.

相对于现有技术中车架纵梁采用等截面的梁体来说,本实施例根据车架在实际使用时每个区域所受的荷载来优化设计梁体,采用合适截面的材料来满足相应的荷载,从而车架整体的自重可相对降低和材料的使用也相对减少。Compared with the beam body with equal cross-section used in the frame longitudinal beam in the prior art, this embodiment optimizes the design of the beam body according to the load on each area of the frame during actual use, and uses materials of suitable cross-section to meet the corresponding load. , so that the overall self-weight of the frame can be relatively reduced and the use of materials can also be relatively reduced.

进一步地,为避免后纵梁段7的截面变换而产生明显的刚度突变,加强板5的两端连接有弯折板51,弯折板51向第一板面方向弯折,使得弯折板51与加强板5呈倾斜,且加强板5与两块弯折板51的夹角分别为钝角,加强板5跨设于第一梁段71和第三梁段73上,且其中一块弯折板51与第一梁段71的后梁腹板2相连接,另一块弯折板51与第三梁段73的后梁腹板2相连接,通过焊接的形式把两块弯折板51分别固定在第一梁段71和第三梁段73的后梁腹板2的第一板面上,从而使第一梁段71的刚度能渐增至第二梁段72的刚度,进而有效避免了后纵梁段7的横截面从工字形截面转换到矩形截面时发生刚度突变,避免产生刚度突变而形成应力集中,进而在提高了梁体的强度的同时也保证了梁体的稳定性。Further, in order to avoid the obvious sudden change in stiffness caused by the section change of the rear longitudinal beam section 7, the two ends of the reinforcing plate 5 are connected with a bending plate 51, and the bending plate 51 is bent in the direction of the first plate surface, so that the bending plate 51 and the reinforcing plate 5 are inclined, and the included angles between the reinforcing plate 5 and the two bending plates 51 are respectively obtuse angles. The plate 51 is connected with the back beam web 2 of the first beam segment 71, and the other bent plate 51 is connected with the back beam web 2 of the third beam segment 73, and the two bent plates 51 are respectively fixed in the form of welding. The first beam section 71 and the third beam section 73 are on the first plate surface of the rear beam web 2, so that the stiffness of the first beam section 71 can be gradually increased to the stiffness of the second beam section 72, thereby effectively avoiding the rear longitudinal When the cross section of the beam section 7 is converted from an I-shaped section to a rectangular section, a sudden change in stiffness occurs, avoiding the sudden change in stiffness and forming stress concentration, thereby improving the strength of the beam body and ensuring the stability of the beam body.

优选地,为了使弯折板51更稳定地固定在第一板面上,弯折板51在其远离加强板5的一端设置有连接板511,连接板511与加强板5的板面相平行,弯折板51通过连接板511与后梁腹板2相焊接,且连接板511上设置有燕尾槽。每个弯折板51的一端都设有一个连接板511,两个连接板511分别固定在第一梁段71和第三梁段73的后梁腹板2的第一板面上。如果焊缝与受力方向垂直上,在梁体上的焊接位置处就会容易出现应力集中区域,使得焊缝位置最先被破坏。因此,在连接板511上设置有燕尾槽,即改变连接板511的外轮廓,增加连接板511与后梁腹板2的焊接长度,且使得焊缝方向不与受力方向直接垂直或平行,从而可很大程度地避免出现应力集中区域,同时,焊接长度增加,使得提高了连接位置处的强度,从而提高了连接的稳定性。Preferably, in order to make the bending plate 51 more stably fixed on the first plate surface, a connecting plate 511 is provided at the end of the bending plate 51 away from the reinforcing plate 5, and the connecting plate 511 is parallel to the plate surface of the reinforcing plate 5, The bending plate 51 is welded with the rear beam web 2 through the connecting plate 511 , and the connecting plate 511 is provided with a dovetail groove. One end of each bending plate 51 is provided with a connecting plate 511 , and the two connecting plates 511 are respectively fixed on the first plate surface of the rear beam web 2 of the first beam section 71 and the third beam section 73 . If the welding seam is perpendicular to the force direction, the stress concentration area will easily appear at the welding position on the beam body, so that the welding seam position will be damaged first. Therefore, a dovetail groove is provided on the connecting plate 511, that is, the outer contour of the connecting plate 511 is changed, the welding length between the connecting plate 511 and the back beam web 2 is increased, and the direction of the welding seam is not directly perpendicular or parallel to the force direction, thereby Stress concentration areas can be avoided to a large extent, and at the same time, the length of the weld is increased, so that the strength at the connection location is improved, thereby improving the stability of the connection.

进一步地,加强板5上设置有若干工艺孔52,各工艺孔52沿加强板5的长度方向均匀分布。此处的工艺孔52可用于减轻加强板5的自重,也可用于装配其他的零部件。工艺孔52的大小形状和排列方式也可根据实际需求来设计。Further, the reinforcing plate 5 is provided with a plurality of process holes 52 , and the process holes 52 are evenly distributed along the length direction of the reinforcing plate 5 . The process hole 52 here can be used to reduce the self-weight of the reinforcing plate 5, and can also be used to assemble other components. The size, shape and arrangement of the process holes 52 can also be designed according to actual needs.

进一步地,为了使前纵梁段6和后纵梁段7能形成更好的连续性和避免刚度突变。前纵梁段6包括前梁腹板1和两块相互平行设置于前梁腹板1的两侧的前梁翼板4,两块前梁翼板4的第一侧部均垂直连接于前梁腹板1的板面上,且前梁腹板1的板面和后梁腹板2的板面相平齐,前梁翼板4的板面和后梁翼板3的板面相平齐。前述结构使得前纵梁段6的横截面形成槽形截面,且在第一板面一侧的前梁翼板4的厚度宽度和后梁翼板3相同,前梁腹板1的厚度高度和后梁腹板2相同,从而使前纵梁段6和后纵梁段7能形成更好的连续性和减少产生刚度突变。Further, in order to enable the front longitudinal beam section 6 and the rear longitudinal beam section 7 to form better continuity and avoid sudden stiffness changes. The front longitudinal beam section 6 includes a front beam web 1 and two front beam wings 4 arranged parallel to each other on both sides of the front beam web 1, and the first side portions of the two front beam wings 4 are vertically connected to the front beam. The plate surface of the beam web 1, the plate surface of the front beam web 1 and the plate surface of the rear beam web 2 are flush, and the plate surface of the front beam flange 4 is flush with the plate surface of the rear beam flange 3. The aforementioned structure makes the cross section of the front longitudinal beam section 6 form a channel section, and the thickness and width of the front beam flange 4 on the first deck side is the same as that of the rear beam flange 3, and the thickness height of the front beam web 1 is the same as that of the rear beam. The webs 2 are the same, so that the front longitudinal member 6 and the rear longitudinal member 7 can form better continuity and reduce the occurrence of sudden changes in stiffness.

进一步地,当焊缝与受力方向垂直时,焊接在梁体上出现应力集中区域,使得增加了梁体的疲劳倾向。为了避免前述问题,在本实施例中,前纵梁段6与后纵梁段7通过焊接的形式固定在一起。前纵梁段6的端部设置有第一连接部,第一连接部包括斜线切口部61和位于斜线切口部61两端的直线切口部62,第一梁段71设置有与第一连接部相匹配的第二连接部,前纵梁段6通过第一连接部和第二连接部与第一梁段71相连接。参考图2,前梁腹板1的中部位置为倾斜的斜线切口部61,斜线切口部61的两端为竖直的直线切口部62,直线切口部62横切前纵梁段6的前梁翼板4和局部前梁腹板1。第一梁段71设置有与第一连接部相匹配的第二连接部,前纵梁段6通过第一连接部与第一梁段71的第二连接部相连接。这样设置就有效地避免了焊缝与受力方向完全垂直和当梁体受到纵向作用力时不会直接沿着倾斜焊缝产生较大的集中应力,从而避免梁体工作时焊缝最先被破坏,同时焊缝的长度的增加,提高了焊接的可靠性和连接的稳定性。Further, when the welding seam is perpendicular to the stress direction, a stress concentration area appears on the beam body, which increases the fatigue tendency of the beam body. In order to avoid the aforementioned problems, in this embodiment, the front longitudinal beam section 6 and the rear longitudinal beam section 7 are fixed together by welding. The end of the front longitudinal beam section 6 is provided with a first connecting portion, the first connecting portion includes a diagonal cut portion 61 and a straight cut portion 62 located at both ends of the diagonal cut portion 61, and the first beam segment 71 is provided with a first connecting portion. The front longitudinal beam section 6 is connected with the first beam section 71 through the first connecting section and the second connecting section. Referring to FIG. 2 , the central position of the front beam web 1 is an inclined oblique line cutout 61 , and both ends of the oblique line cutout 61 are vertical straight line cutouts 62 . Front spar wings 4 and partial front spar web 1. The first beam segment 71 is provided with a second connection portion matching the first connection portion, and the front longitudinal beam segment 6 is connected with the second connection portion of the first beam segment 71 through the first connection portion. This setting effectively avoids that the weld seam is completely perpendicular to the force direction and that when the beam body is subjected to longitudinal force, it will not directly generate a large concentrated stress along the inclined weld seam, thereby avoiding the weld seam being first affected by the beam body when it is working. Destruction, while increasing the length of the weld, improves the reliability of the welding and the stability of the connection.

优选地,第一连接部与第二连接部之间通过双面坡口焊接。具体地,第一连接部和第二连接部均做双面坡口处理,然后在坡口进行焊接,可提高连接位置的焊接溶深,增加焊接强度,从而提高了第一连接部与第二连接部连接的稳定性。Preferably, the first connecting part and the second connecting part are welded by double-sided groove. Specifically, both the first connecting part and the second connecting part are treated with double-sided grooves, and then the grooves are welded, which can improve the welding depth of the connecting position and increase the welding strength, thereby improving the first connecting part and the second connecting part. The stability of the joint connection.

优选地,由于前纵梁段6的横截面与第三梁段73的横截面均为槽形结构,在第一梁段71中的延伸板31凸出于第二板面,而其余各段的后梁翼板3均凸出于第一板面,从而使得延伸板31同时凸出于前梁翼板4和第二梁段72的后梁翼板3。参考图3,因此,为了使梁体的刚度有更好地过渡,延伸板31的两端还设有倾斜部8,倾斜部8用于在前纵梁段6与第一梁段71的交接处和第一梁段71和第二梁段72的交接处形成过渡结构,从而使得纵梁本体的翼板形成渐增段和渐缩段,即梁体在截面突变区域形成过渡区域,进而避免梁体形成刚度突变。Preferably, since the cross-section of the front longitudinal beam section 6 and the cross-section of the third beam section 73 are both channel-shaped structures, the extension plate 31 in the first beam section 71 protrudes from the second plate surface, and the other sections The rear spar flanges 3 of the two parts are all protruding from the first board surface, so that the extension plate 31 protrudes from the front spar flange 4 and the rear spar flange 3 of the second beam section 72 at the same time. Referring to FIG. 3 , therefore, in order to make the rigidity of the beam body have a better transition, the two ends of the extension plate 31 are further provided with inclined parts 8 , and the inclined parts 8 are used for the transition between the front longitudinal beam section 6 and the first beam section 71 . A transition structure is formed at the junction of the first beam section 71 and the second beam section 72, so that the wings of the longitudinal beam body form a gradually increasing section and a tapering section, that is, the beam body forms a transition area in the section sudden change area, thereby avoiding The beam body forms a sudden change in stiffness.

进一步地,在本实施例中,为加强梁体的抗弯抗扭性能,前梁翼板4的板厚比前梁腹板1的板厚厚2-3mm,后梁翼板3的板厚也比后梁腹板2的板厚厚2-3mm。Further, in this embodiment, in order to strengthen the bending and torsion resistance of the beam body, the plate thickness of the front beam flange 4 is 2-3 mm thicker than that of the front beam web 1, and the plate thickness of the rear beam flange 3 is also It is 2-3mm thicker than the plate thickness of the back beam web 2 .

本实用新型还提供一种汽车,包括前述的纵梁结构。The utility model also provides an automobile, comprising the aforementioned longitudinal beam structure.

在本实用新型的描述中,需要理解的是,术语“上”、“下”、“左”、“右”、“顶”、“底”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本实用新型和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本实用新型的限制。In the description of the present invention, it should be understood that the orientations or positional relationships indicated by the terms "upper", "lower", "left", "right", "top", "bottom", etc. are based on those shown in the accompanying drawings. The orientation or positional relationship is only for the convenience of describing the present utility model and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a reference to the present utility model. limits.

以上所述仅是本实用新型的优选实施方式,应当指出,对于本车架结构技术领域的普通技术人员来说,在不脱离本实用新型技术原理的前提下,还可以做出若干改进和替换,这些改进和替换也应视为本实用新型的保护范围。The above are only the preferred embodiments of the present invention. It should be pointed out that for those of ordinary skill in the technical field of the frame structure, some improvements and replacements can be made without departing from the technical principles of the present invention. , these improvements and replacements should also be regarded as the protection scope of the present invention.

Claims (10)

1. The longitudinal beam structure is characterized by comprising a longitudinal beam body, wherein the longitudinal beam body comprises a front longitudinal beam section and a rear longitudinal beam section, the rear longitudinal beam section comprises a first beam section, a second beam section and a third beam section which are sequentially connected, the end part of the front longitudinal beam section is connected with the end part of the first beam section, the cross section of the front longitudinal beam section is a groove-shaped section, the cross section of the first beam section is an I-shaped section, the cross section of the second beam section is a rectangular section, and the cross section of the third beam section is a groove-shaped section.
2. The longitudinal beam structure of claim 1, wherein the rear longitudinal beam section comprises a rear beam web and two rear beam flanges arranged in parallel on two sides of the rear beam web, and first side portions of the two rear beam flanges are both vertically connected to a first plate surface of the rear beam web;
the plate surface of the rear beam web plate opposite to the first plate surface is a second plate surface, in the first beam section, the first side part of each rear beam wing plate is provided with an extension plate, and each extension plate is vertically connected to the second plate surface of the rear beam web plate;
the side part opposite to the first side part of the back beam wing plate is a second side part, the second beam section further comprises reinforcing plates which are arranged on the first plate surface of the back beam web in parallel, and two sides of each reinforcing plate are respectively and vertically connected with the second side part of each back beam wing plate.
3. The longitudinal beam structure according to claim 2, wherein the reinforcing plate is connected at both ends thereof with bending plates disposed obliquely to the plate surface of the reinforcing plate, the reinforcing plate spans the first beam section and the third beam section, and one of the bending plates is connected to the back beam web of the first beam section, and the other bending plate is connected to the back beam web of the third beam section.
4. The longitudinal beam structure according to claim 3, wherein the bending plate is provided with a connecting plate at one end away from the reinforcing plate, the connecting plate is parallel to the plate surface of the reinforcing plate, the bending plate is welded with the back beam web through the connecting plate, and the connecting plate is provided with a dovetail groove.
5. The stringer structure of claim 2 wherein said stiffener panel has a plurality of tooling holes disposed therein, said tooling holes being evenly distributed along the length of said stiffener panel.
6. The longitudinal beam structure of claim 2, wherein the front longitudinal beam section comprises a front beam web and two front beam flanges arranged in parallel on two sides of the front beam web, first side portions of the two front beam flanges are vertically connected to a plate surface of the front beam web, the plate surface of the front beam web is flush with the plate surface of the rear beam web, and the plate surface of the front beam flange is flush with the plate surface of the rear beam flange.
7. The side member structure according to claim 6, wherein a first connecting portion is provided at an end portion of the front side member section, the first connecting portion includes a diagonal cut portion and straight cut portions at both ends of the diagonal cut portion, the first side member section is provided with a second connecting portion matching the first connecting portion, and the front side member section is connected by the first connecting portion and the second connecting portion.
8. The stringer structure of any of claims 2 to 7 wherein said front stringer section is a stamped and formed beam and said rear stringer flange, said rear stringer web and said stiffener plate are lap welded to form said rear stringer section.
9. The stringer structure of claim 6 wherein said front spar web has a plate thickness 2-3 mm greater than a plate thickness of said front spar web and said rear spar web has a plate thickness 2-3 mm greater than a plate thickness of said rear spar web.
10. An automobile, characterized by comprising the side member structure according to any one of claims 1 to 9.
CN201921442303.3U 2019-08-30 2019-08-30 A longitudinal beam structure and an automobile Active CN210971269U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113090090A (en) * 2021-05-11 2021-07-09 广州广日智能停车设备有限公司 Motor cabinet and parking equipment
CN117262015A (en) * 2023-11-07 2023-12-22 河北安驰圣达装备制造有限公司 Special vehicle frame connection structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113090090A (en) * 2021-05-11 2021-07-09 广州广日智能停车设备有限公司 Motor cabinet and parking equipment
CN117262015A (en) * 2023-11-07 2023-12-22 河北安驰圣达装备制造有限公司 Special vehicle frame connection structure
CN117262015B (en) * 2023-11-07 2024-04-30 河北安驰圣达装备制造有限公司 Special vehicle frame connection structure

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