CN103223981A - Low-floor total-load bearing type purely electric urban public bus body structure - Google Patents

Low-floor total-load bearing type purely electric urban public bus body structure Download PDF

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CN103223981A
CN103223981A CN2013101757758A CN201310175775A CN103223981A CN 103223981 A CN103223981 A CN 103223981A CN 2013101757758 A CN2013101757758 A CN 2013101757758A CN 201310175775 A CN201310175775 A CN 201310175775A CN 103223981 A CN103223981 A CN 103223981A
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floor
rod member
underframe
body structure
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CN103223981B (en
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那景新
张苹苹
李婷婷
袁正
高剑峰
王童
刘玉
杨志超
白霜
蔡亮
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Jilin University
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Abstract

一种低地板全承载式纯电动城市公交客车车身结构涉及客车结构设计领域,车身中段是由上层框架结构、下层框架结构及一些连接它们的立柱和斜拉板组成的一个整体承载式双层桁架结构,上下层框架结构的间距为140±10mm,地板离地高度为360±10mm,实现了一级踏步;其中上层框架结构与下层框架结构的横向杆件和纵向杆件的交点在垂直方向上对齐,小截面立柱布置在交点处来连接上下层框架,这样上下层杆件及立柱构成了四边形框架,斜拉板布置在四边形框架的对角线上,布置的方向是沿着在危险工况时四边形框架对角线伸长的方向;本发明采用低地板方便了乘客上下车,地板低整车的重心降低,也提高了车辆的安全性、舒适性和稳定性。

Figure 201310175775

A low-floor fully load-bearing pure electric city bus body structure relates to the field of bus structure design. The middle section of the body is an integral load-bearing double-layer truss composed of an upper frame structure, a lower frame structure, and some columns connecting them and cable-stayed plates. Structure, the distance between the upper and lower frame structures is 140±10mm, and the height of the floor from the ground is 360±10mm, which realizes a step; the intersection of the upper frame structure and the lower frame structure of the transverse and longitudinal members is in the vertical direction Alignment, small-section columns are arranged at the intersection to connect the upper and lower frames, so that the upper and lower rods and columns constitute a quadrilateral frame, and the diagonally-stayed plates are arranged on the diagonal of the quadrilateral frame, and the direction of arrangement is along the The direction in which the diagonals of the quadrilateral frame extend; the present invention adopts a low floor to facilitate passengers to get on and off the vehicle, the low floor lowers the center of gravity of the vehicle, and improves the safety, comfort and stability of the vehicle.

Figure 201310175775

Description

低地板全承载式纯电动城市公交客车车身结构Low-floor fully load-bearing pure electric city bus body structure

技术领域technical field

本发明涉及客车结构设计领域,特别涉及一种新型全承载式城市公交客车车身结构形式。The invention relates to the field of passenger car structure design, in particular to a new full-loaded urban bus body structure.

技术背景technical background

近年来,随着经济的发展,城市私家车越来越多,由此造成的道路拥挤和环境污染日益严重。由汽车产业的发展所引起的燃油供应紧张,油价飞涨等问题也越来越凸显出。目前能够尽量缓解交通压力,方便乘客出行的最简单和最经济的途径是大力发展公共交通。与其他交通工具相比,公共汽车主要有两大优势:一是成本低;二是可以利用现有的道路,所以近年来公共交通受到了高度重视,且随着当前城市化水平的不断提高,城市公共交通逐渐成为热点,人们对城市公交客车也提出了更高的要求。In recent years, with the development of the economy, there are more and more private cars in cities, and the resulting road congestion and environmental pollution are becoming more and more serious. The shortage of fuel supply and soaring oil prices caused by the development of the automobile industry have become more and more prominent. At present, the easiest and most economical way to ease the traffic pressure and facilitate the travel of passengers is to vigorously develop public transportation. Compared with other means of transportation, buses have two main advantages: one is low cost; the other is that they can use existing roads, so public transportation has been highly valued in recent years, and with the continuous improvement of the current level of urbanization, Urban public transport has gradually become a hot spot, and people have put forward higher requirements for urban public transport buses.

目前,国内运营的大部分公交客车车身结构基本都是多级踏步的燃油公交车,少量比较新型的是一级踏步的低入口混合动力公交车。At present, the body structure of most public transport buses operating in China is basically a multi-step fuel bus, and a small number of relatively new ones are low-entrance hybrid buses with one step.

低地板承载式纯电动公交车与传统的公交客车相比,有以下几个优点:Compared with traditional buses, low-floor pure electric buses have the following advantages:

一、我国目前正处在人口老龄化加速发展时期,老年人的出行越来越受到关注。与普通公交车相比,底盘较低、车内地板与地面仅一步距离的低地板公交车,方便了老人、儿童以及残障人士乘车,并且乘客上下车更快捷,会由此缩短车站停留时间,从而提高了公交车运营效率,也相应增大了客运量。同时地板低整车的重心降低,也提高了车辆的安全性、舒适性和稳定性。1. my country is currently in a period of accelerated population aging, and the travel of the elderly has attracted more and more attention. Compared with ordinary buses, low-floor buses with a lower chassis and one-step distance between the interior floor and the ground are convenient for the elderly, children and disabled people to ride, and passengers get on and off the bus more quickly, which will shorten the stop time at the station , thereby improving the efficiency of bus operation and correspondingly increasing the passenger volume. At the same time, the center of gravity of the whole vehicle is lowered due to the low floor, which also improves the safety, comfort and stability of the vehicle.

二、电动汽车由于采用电能作为动力源,所以电动汽车与相同功率的内燃发动机相比电机的体积要小,能量的利用率高,振动噪声小,操作方便,再加上公交客车线路固定,停靠站点固定,这样便于在公交客车集中的地点建立充电设施,可行度大。2. Because electric vehicles use electric energy as the power source, compared with internal combustion engines of the same power, electric vehicles have smaller motor volume, high energy utilization, low vibration and noise, and easy operation. The station is fixed, which makes it easy to build charging facilities in places where buses are concentrated, which is highly feasible.

申请人通过大量的调查总结及理论研究,在满足人们需求的同时,基于全承载思想,发明了一种合理的低地板承载式纯电动公交客车车身结构。Through a large number of investigations and conclusions and theoretical studies, the applicant invented a reasonable low-floor load-bearing pure electric bus body structure based on the idea of full load while meeting people's needs.

发明内容Contents of the invention

本发明的目的是提供一种适合市场需求的新型低地板全承载式纯电动公交客车车身结构。The purpose of the present invention is to provide a novel low-floor fully load-bearing pure electric bus body structure suitable for market demand.

结合附图,说明如下:In conjunction with the accompanying drawings, the description is as follows:

一种低地板全承载式纯电动城市公交客车车身结构由前、后围、顶盖、左、右侧围及底架等分总成组成,其中底架又由前悬、后悬及底架中段三部分构成,其各分总成均是由小截面杆件组成的空间桁架结构。该车身结构将乘客门开在前、后悬,车身中段为完整的框架结构,车身底架中段是由上层框架结构、下层框架结构及一些连接它们的立柱和斜拉板组成的一个整体承载式双层桁架结构,上下层框架结构的间距为140±10mm,地板离地高度为360±10mm,实现了一级踏步;其中上层框架结构与下层框架结构的横向杆件和纵向杆件的交点在垂直方向上对齐,小截面立柱布置在交点处来连接上下层框架,这样上下层杆件及立柱构成了四边形框架,斜拉板布置在四边形框架的对角线上,布置的方向是沿着在危险工况时四边形框架对角线伸长的方向;上、下层框架结构均是由小截面横向杆件、小截面纵向杆件及小截面斜撑组成的。The body structure of a low-floor fully load-bearing pure electric city bus is composed of front, rear, top, left and right sides, and an underframe. The middle section is composed of three parts, and each sub-assembly is a space truss structure composed of small cross-section rods. In this body structure, the passenger door is opened at the front and rear, and the middle section of the body is a complete frame structure. Double-layer truss structure, the distance between the upper and lower frame structures is 140±10mm, the height of the floor from the ground is 360±10mm, and a step is realized; the intersection of the upper frame structure and the lower frame structure of the transverse and longitudinal members is at Aligned in the vertical direction, the small cross-section columns are arranged at the intersection to connect the upper and lower frames, so that the upper and lower rods and columns constitute a quadrilateral frame, and the diagonally-stayed plates are arranged on the diagonal of the quadrilateral frame, and the direction of arrangement is along the The direction in which the diagonals of the quadrilateral frame extend in dangerous conditions; the upper and lower frame structures are composed of small-section transverse members, small-section longitudinal members and small-section diagonal braces.

所述的底架横向杆件及纵向杆件大部分采用截面尺寸为高40~50mm、宽40~50mm、厚2~4mm的矩形钢管;底架中段的立柱及斜撑采用截面尺寸为长30~40mm、宽30~40mm、厚1.5~2.5mm的矩形钢管;底架中的斜拉板采用宽30~40mm、厚2~4mm的平行四边形薄板。Most of the transverse rods and longitudinal rods of the underframe adopt rectangular steel pipes with a section size of 40-50 mm in height, 40-50 mm in width and 2-4 mm in thickness; Rectangular steel pipe with a width of 40mm, a width of 30-40mm, and a thickness of 1.5-2.5mm; the obliquely-stayed plate in the chassis shall be a parallelogram thin plate with a width of 30-40mm and a thickness of 2-4mm.

所采用的斜拉板上部的水平焊缝与被焊接杆件的上表面相距4~8mm,斜焊缝的下端点与被焊接杆件的下表面相距4~6mm;斜拉板下部的水平焊缝与被焊接杆件的下表面相距4~8mm,斜焊缝的上端点与被焊接杆件的上表面相距4~6mm;焊缝与小立柱的最小间距为30~42mm。The distance between the horizontal weld on the upper part of the inclined-stayed plate and the upper surface of the welded bar is 4-8mm, and the distance between the lower end point of the inclined weld and the lower surface of the welded bar is 4-6mm; the horizontal weld on the lower part of the inclined-stayed plate The distance between the seam and the lower surface of the welded rod is 4-8mm, and the distance between the upper end point of the oblique weld and the upper surface of the welded rod is 4-6mm; the minimum distance between the weld and the small column is 30-42mm.

所述的双层桁架式底架结构的后桥处局部采用坡地板,坡度大约为2°~3°,该坡地板上坡起始于距离后悬中点前方2460mm处,终止于距离后悬中点前方215mm处,下坡起始于距离后悬中点后方215mm处,终止于距离后悬中点后方960mm处,距离后悬中点前方215mm处到距离后悬中点后方215mm处的这段地板是平的。The rear bridge of the double-layer truss-type underframe structure partially adopts a sloping floor with a slope of about 2° to 3°. 215mm in front of the midpoint, the downhill starts at 215mm behind the midpoint of the rear suspension, ends at 960mm behind the midpoint of the rear suspension, and ends at 215mm in front of the midpoint of the rear suspension to 215mm behind the midpoint of the rear suspension The section floor is flat.

本发明的有益效果:Beneficial effects of the present invention:

该车身结构能有效地降低结构各杆件的非轴向载荷,使整车的受力更加合理、载荷分配更加均匀从而发挥结构构件的最大潜能,与同类车型相比,车身的强度、刚度都得到了有效的提高,在同等条件下,车身结构重量可以降低15%以上。焊缝设计使焊缝热影响区远离被焊接梁的高应力区域,从而提高结构的承载能力,本发明采用低地板方便了乘客上下车,提高了公交运营效率,地板低整车的重心降低,也提高了车辆的安全性、舒适性和稳定性;采用电能作为动力源,电机所占空间小,能量的利用率高,振动噪声小,操作方便。The body structure can effectively reduce the non-axial load of each member of the structure, make the force of the whole vehicle more reasonable, and the load distribution more uniform, so as to maximize the potential of the structural components. Compared with similar models, the strength and rigidity of the body are higher. It has been effectively improved. Under the same conditions, the weight of the body structure can be reduced by more than 15%. The design of the weld seam keeps the heat-affected zone of the weld seam away from the high-stress area of the welded beam, thereby improving the load-carrying capacity of the structure. The invention adopts a low floor to facilitate passengers getting on and off the bus, and improves the efficiency of bus operation. It also improves the safety, comfort and stability of the vehicle; using electric energy as the power source, the space occupied by the motor is small, the utilization rate of energy is high, the vibration and noise are small, and the operation is convenient.

附图说明:Description of drawings:

图1为车身结构各分总成示意图;Figure 1 is a schematic diagram of each sub-assembly of the body structure;

图2为整车示意图;Figure 2 is a schematic diagram of the vehicle;

图3为底架侧视图及上下层框架结构示意图;Fig. 3 is a side view of the underframe and a schematic structural diagram of the upper and lower frames;

图4为底架侧视图及一些局部视图;Fig. 4 is a side view and some partial views of the chassis;

图5为斜拉板布置示意图;Figure 5 is a schematic diagram of the layout of the inclined-stayed slab;

图6为底架中段部分俯视图及底架横向斜拉板的布置示意图;Fig. 6 is a partial plan view of the middle section of the underframe and a schematic diagram of the arrangement of the transverse slanted plates of the underframe;

图7为底架俯视图及纵向斜拉板的布置示意图;Fig. 7 is a top view of the underframe and a schematic diagram of the layout of the longitudinal slanted plates;

图8为整车总布置示意图;Figure 8 is a schematic diagram of the overall layout of the vehicle;

其中:1、前围2、后围3、顶盖4、左侧围5、右侧围6、底架7、前车门8、后车门9、底架立柱Ⅰ10、纵向斜拉板Ⅰ11、横向斜拉板Ⅰ12、下横向杆件Ⅰ13、上横向杆件Ⅰ14、左侧围立柱Ⅰ15、底架立柱Ⅱ16、底架立柱Ⅲ17、横向斜拉板Ⅱ18、纵向斜拉板Ⅱ19、纵向斜拉板Ⅲ20、纵向斜拉板Ⅳ21、纵向斜拉板Ⅴ22、纵向斜拉板Ⅵ23、纵向斜拉板Ⅶ24、司机座椅25、整车控制器26、变速器27、电机28、电机控制器B、电池Among them: 1. Front wall 2, rear wall 3, top cover 4, left wall 5, right wall 6, underframe 7, front door 8, rear door 9, underframe column Ⅰ10, longitudinal slanted plate Ⅰ11, transverse Inclined plate Ⅰ12, lower transverse member Ⅰ13, upper transverse member Ⅰ14, left side column I15, underframe column II16, underframe column III17, transverse inclined plate II18, longitudinal inclined plate II19, longitudinal inclined plate III20 , Longitudinal inclined-stayed plate IV21, longitudinal inclined-stayed plate V22, longitudinal inclined-stayed plate VI23, longitudinal inclined-stayed plate VII24, driver’s seat 25, vehicle controller 26, transmission 27, motor 28, motor controller B, battery

具体实施方式:Detailed ways:

下面结合附图和实施例对本发明做进一步的说明:Below in conjunction with accompanying drawing and embodiment the present invention will be further described:

该车身结构如图1所示,由前围1、后围2、顶盖3、左侧围4、右侧围5及底架6等分总成组成,其中底架又由前悬、后悬及底架中段三部分构成。其各分总成均是由小截面杆件组成的空间桁架结构。该车身结构将乘客门开在前、后悬,保证了车身中段承载结构完整,这样车身中段完整的桁架式结构作为一个整体具有极强的承载能力,如图2所示(其中7是前车门、8是后车门)。该车身结构所受载荷的主要传递路径是:载荷由底架结构快速传递给左右侧围,又由左右侧围结构传给前后悬架结构。The body structure is shown in Figure 1, and consists of a front wall 1, a rear wall 2, a top cover 3, a left wall 4, a right wall 5, and an underframe 6. The underframe is composed of a front suspension, a rear The suspension and the middle section of the chassis are composed of three parts. Each of its sub-assemblies is a space truss structure composed of small-section rods. In this body structure, the passenger door is hung at the front and rear, which ensures the integrity of the load-bearing structure of the middle section of the body, so that the complete truss structure of the middle section of the body has a strong load-bearing capacity as a whole, as shown in Figure 2 (wherein 7 is the front door , 8 is the rear door). The main transmission path of the load on the body structure is: the load is quickly transmitted from the underframe structure to the left and right side panels, and then transmitted from the left and right side panel structures to the front and rear suspension structures.

车身底架如图3所示,由上层框架结构、下层框架结构及一些连接它们的立柱和斜拉板组成的一个整体承载式双层桁架结构,上下层框架结构的间距为140±10mm,地板离地高度为360±10mm,实现了一级踏步。上层框架结构和下层框架结构均是由小截面横向杆件、小截面纵向杆件及小截面斜撑组成,为保证应力在底架杆件的各个交界处能够很好地传递,应力集中不明显,使各杆件受力合理,发挥杆件最大潜能,上层框架结构的斜撑与下层框架结构的斜撑在俯视方向上呈交叉式分布,如图6所示,上层框架结构的斜撑及下层框架结构的斜撑具体布置如图3中的局部图所示。同时为了保证车身结构具有良好的刚度及良好的应力导流,上层框架结构与下层框架结构的横向杆件和纵向杆件的交点在垂直方向上对齐,小截面立柱布置在交点处来连接上下层框架。这样上下层杆件及小截面立柱构成了四边形框架,四边形框架不稳定且承载能力弱,而底架上下层距离又太小,底架横向和纵向的斜撑不好布置且工艺性不好不便于焊接操作,所以采用双层同向的斜拉板代替斜撑。与斜撑相比,斜拉板只能承受拉而不能承受压,本发明通过在危险工况下预分析的变形云图来判断受拉方向从而将所有的斜拉板合理布置在四边形框架的对角线伸长方向上。The underframe of the vehicle body is shown in Figure 3. It is an integral load-bearing double-layer truss structure composed of the upper frame structure, the lower frame structure and some connecting columns and cable-stayed plates. The distance between the upper and lower frame structures is 140±10mm. The height from the ground is 360±10mm, realizing one step. Both the upper frame structure and the lower frame structure are composed of small cross-section transverse members, small cross-section longitudinal members and small cross-section diagonal braces. In order to ensure that the stress can be well transmitted at each junction of the underframe members, the stress concentration is not obvious , so that the stress on each member is reasonable, and the maximum potential of the members is exerted. The diagonal braces of the upper frame structure and the diagonal braces of the lower frame structure are distributed in a cross pattern in the direction of the top view. As shown in Figure 6, the diagonal braces of the upper frame structure and the The specific layout of the diagonal braces of the lower frame structure is shown in the partial diagram in Figure 3. At the same time, in order to ensure that the body structure has good rigidity and good stress conduction, the intersection points of the upper frame structure and the lower frame structure of the transverse members and longitudinal members are aligned in the vertical direction, and small cross-section columns are arranged at the intersection points to connect the upper and lower layers frame. In this way, the upper and lower rods and small cross-section columns constitute a quadrilateral frame. The quadrilateral frame is unstable and has a weak bearing capacity, and the distance between the upper and lower layers of the chassis is too small. Welding operation, so the double-layer same-direction inclined-stayed plate is used instead of the diagonal brace. Compared with diagonal braces, inclined-stayed slabs can only bear tension but not compression. The present invention judges the direction of tension through pre-analyzed deformation contours under dangerous working conditions, so that all inclined-stayed slabs are reasonably arranged on opposite sides of the quadrilateral frame. In the direction of the elongation of the corner line.

车身杆件主要受垂直载荷而产生弯曲变形,这样梁的上下表面所受弯曲应力较大,是高应力区域,而焊缝的热影响区会影响材料的力学性能。鉴于上述原因焊缝位置和尺寸的设计不仅要保证焊接强度,而且要使焊缝热影响区远离被焊接梁的高应力区域,从而提高结构的承载能力,所以斜拉板相对四边形框架结构的具体焊缝位置及尺寸如下:所采用的斜拉板上部的水平焊缝与被焊接杆件的上表面相距4~8mm,斜焊缝的下端点与被焊接杆件的下表面相距4~6mm;斜拉板下部的水平焊缝与被焊接杆件的下表面相距4~8mm,斜焊缝的上端点与被焊接杆件的上表面相距4~6mm;焊缝与小立柱的最小间距为30~42mm。The body rods are mainly subjected to vertical loads to produce bending deformation. In this way, the upper and lower surfaces of the beam are subjected to relatively large bending stress, which is a high-stress area, and the heat-affected zone of the weld will affect the mechanical properties of the material. In view of the above reasons, the design of the position and size of the weld should not only ensure the welding strength, but also keep the heat-affected zone of the weld away from the high-stress area of the welded beam, so as to improve the bearing capacity of the structure. The position and size of the weld seam are as follows: the distance between the horizontal weld on the upper part of the inclined-stayed plate and the upper surface of the welded rod is 4-8mm, and the distance between the lower end point of the oblique weld and the lower surface of the welded rod is 4-6mm; The distance between the horizontal weld at the lower part of the inclined-stayed plate and the lower surface of the welded bar is 4-8mm, and the distance between the upper end point of the oblique weld and the upper surface of the welded bar is 4-6mm; the minimum distance between the weld and the small column is 30 ~42mm.

构成双层底架的横向杆件及纵向杆件大部分采用截面尺寸为高40~50mm、宽40~50mm、厚2~4mm mm的矩形钢管;小立柱采用截面尺寸为长30~40mm、宽30~40mm、厚1.5~2.5mm的矩形钢管;斜撑采用截面尺寸为长30~40mm、宽30~40mm、厚1.5~2.5mm的矩形钢管;斜拉板采用宽30~40mm,厚2~4mm的平行四边形薄板。Most of the transverse rods and longitudinal rods constituting the double-layer chassis adopt rectangular steel pipes with a cross-sectional size of 40-50 mm high, 40-50 mm wide and 2-4 mm thick; the small columns adopt a cross-sectional size of 30-40 mm long and wide 30-40mm, 1.5-2.5mm thick rectangular steel pipe; diagonal bracing adopts rectangular steel pipe with section size of 30-40mm long, 30-40mm wide, and 1.5-2.5mm thick; cable-stayed plate adopts 30-40mm wide, 2-2mm thick 4mm parallelogram sheet.

本发明的车身结构是低地板,乘客上下车无阶梯,地板上平面距离地面仅有360mm,底架为双层桁架结构且上下层的间距为140mm,如图4中底板厚度与地板离地间距示意图所示。为了保证车桥的安装及部件的运动不干涉,后桥附近的地板设计成大约2°~3°的坡度,该坡地板上坡起始于距离后悬中点前方2460mm处,终止于距离后悬中点前方215mm处,下坡起始于距离后悬中点后方215mm处,终止于距离后悬中点后方960mm处,距离后悬中点前方215mm处到距离后悬中点后方215mm处的这段地板是平的,如图4中坡地板的局部放大图所示。The vehicle body structure of the present invention is a low floor, passengers get on and off without steps, the plane on the floor is only 360mm away from the ground, the underframe is a double-layer truss structure and the distance between the upper and lower floors is 140mm, as shown in Figure 4 between the thickness of the bottom plate and the distance between the floor and the ground As shown in the schematic diagram. In order to ensure that the installation of the axle and the movement of components do not interfere, the floor near the rear axle is designed to have a slope of about 2°~3°. 215mm in front of the midpoint of the rear suspension, the downhill starts at a distance of 215mm behind the midpoint of the rear suspension, ends at a distance of 960mm behind the midpoint of the rear suspension, 215mm in front of the midpoint of the rear suspension, and ends at a distance of 215mm behind the midpoint of the rear suspension This section of the floor is flat, as shown in the partial enlarged view of the sloping floor in Figure 4.

由于低地板客车的底架薄空间小,电机、电池、控制器等大部件的布置比较困难。综合考虑地板空间及载荷分配,为使整车的载荷分布及轴荷分配更加合理。可以利用座椅空间,将整车控制器、电池、电机控制器等布置在车身中段,而电机及变速器布置在车身后段,如:将电池布置在车身中部的乘客舱内的座椅下,以利于低地板车身结构的布置,将后悬左侧纵向布置一排长约为2040mm、宽约为756mm、高约为550mm的凸台,将电机及变速器布置凸台下方的地板空间,凸台上可以安装座椅,如图4中布置电机及变速器处的局部放大图所示。这样平衡整车的前后轴荷,充分利用中段承载能力,同时考虑电机及变速器体积较大且振动大,在后悬处纵向布置一排抬高的座椅来增大地板空间,整车布置如图8所示。Due to the thin chassis of low-floor buses and the small space, it is difficult to arrange large components such as motors, batteries, and controllers. Considering the floor space and load distribution comprehensively, in order to make the load distribution and axle load distribution of the whole vehicle more reasonable. The seat space can be used to arrange the vehicle controller, battery, motor controller, etc. in the middle of the car body, while the motor and transmission are arranged in the rear of the car body. For example, the battery is placed under the seat in the passenger compartment in the middle of the car body. In order to facilitate the layout of the low-floor body structure, a row of bosses with a length of about 2040mm, a width of about 756mm, and a height of about 550mm are longitudinally arranged on the left side of the rear suspension, and the motor and transmission are arranged in the floor space under the bosses. Seats can be installed on it, as shown in the partial enlarged view where the motor and transmission are arranged in Figure 4. In this way, the front and rear axle loads of the vehicle are balanced, and the carrying capacity of the middle section is fully utilized. At the same time, considering the large size and vibration of the motor and transmission, a row of raised seats is arranged longitudinally at the rear suspension to increase the floor space. The layout of the vehicle is as follows: Figure 8 shows.

车身结构的顶盖,前围及后围等分总成可根据具体情况灵活设计。The top cover, front wall and rear wall of the body structure can be flexibly designed according to specific conditions.

基于上述方法建立的该车身结构能有效地降低结构各杆件的非轴向载荷,使整车的受力更加合理、载荷分配更加均匀从而发挥结构构件的最大潜能,与同类车型相比,车身的强度、刚度都得到了有效的提高,在同等条件下,车身结构重量可以降低15%以上。The body structure established based on the above method can effectively reduce the non-axial load of each member of the structure, make the force of the whole vehicle more reasonable, and the load distribution more uniform so as to maximize the potential of the structural components. Compared with similar models, the body The strength and rigidity of the vehicle have been effectively improved. Under the same conditions, the weight of the body structure can be reduced by more than 15%.

由于该低地板底架上下层距离太小,斜撑不好布置且工艺性不好不便于焊接操作,所以采用双层斜拉板代替斜撑。与斜撑相比,斜拉板只能承受拉而不能承受压,本发明通过加载预分析的变形云图来判断受拉方向从而将斜拉板合理布置在结构受拉方向上。底架上下层之间的斜拉板(包括横向和纵向)采用平行四边形的薄板,如图5所示,由加载预分析知由下横向杆件Ⅰ12、上横向杆件Ⅰ13、左侧围立柱Ⅰ14、底架立柱Ⅱ15组成的四边形的对角线M-N受拉,所以将斜拉板布置在对角线M-N的方向,斜拉板端部b1-c1与下横向杆件Ⅰ12的下表面A1相互平行,且与A1相距4~8mm;斜拉板另一端部b2-c2与上横向杆件Ⅰ13的上表面A2相互平行,且与A2相距4~8mm。斜拉板与被焊接梁的具体焊接位置如下:端部b1-c1及端部b2-c2全部焊接,与端部相邻的斜拉板的侧面焊缝a1-b1的端点a1距离下横向杆件Ⅰ12的上表面B1为4~6mm,同理侧面焊缝c1-d1的端点d1距离下横向杆件Ⅰ12的上表面B1为4~6mm,侧面焊缝a2-b2的端点a2距离上横向杆件Ⅰ13的下表面B2为4~6mm,侧面焊缝c2-d2的端点d2距离上横向杆件Ⅰ13的下表面B2为4~6mm。斜拉板端点c1距离左侧围立柱Ⅰ14为30~42mm,斜拉板端点b2距离底架立柱Ⅱ15为30~42mm。Because the distance between the upper and lower floors of the low-floor chassis is too small, the diagonal braces are not easy to arrange, and the manufacturability is not good, which is not convenient for welding operations, so double-layer cable-stayed plates are used to replace the diagonal braces. Compared with the diagonal brace, the inclined-stayed slab can only bear the tension but not the compression. The invention judges the direction of tension by loading the pre-analyzed deformation contour, so that the inclined-stayed slab is reasonably arranged in the tension direction of the structure. The obliquely-stayed plates (including transverse and longitudinal) between the upper and lower layers of the underframe adopt parallelogram thin plates, as shown in Figure 5, the lower transverse member I12, the upper transverse member I13, and the left surrounding column are known from the pre-loading analysis. Ⅰ14. The diagonal line M-N of the quadrilateral formed by the column of the chassis Ⅱ15 is under tension, so the inclined-stayed plate is arranged in the direction of the diagonal line M-N. Parallel, and 4-8mm away from A1; the other end b2-c2 of the diagonally-stayed plate is parallel to the upper surface A2 of the upper transverse member I13, and 4-8mm away from A2. The specific welding positions of the inclined-stayed slab and the beam to be welded are as follows: the end b1-c1 and the end b2-c2 are all welded, and the end point a1 of the side weld a1-b1 of the inclined-stayed slab adjacent to the end is at a distance from the lower transverse bar The upper surface B1 of piece I12 is 4-6 mm, and the distance between the end point d1 of the side weld c1-d1 and the upper surface B1 of the lower transverse member I12 is 4-6 mm, and the distance between the end point a2 of the side weld a2-b2 and the upper transverse bar The lower surface B2 of the member I13 is 4-6 mm, and the distance between the end point d2 of the side weld c2-d2 and the lower surface B2 of the upper transverse member I13 is 4-6 mm. The end point c1 of the cable-stayed plate is 30-42 mm from the left side column I14, and the distance b2 from the end point b2 of the cable-stayed plate is 30-42 mm from the column II15 of the chassis.

底架横向斜拉板的布置大致一样,以其中一个横断面为例来说明,如图6所示,底架下横向杆件Ⅰ12和上横向杆件Ⅰ13之间由底架立柱Ⅱ15和底架立柱Ⅲ16支撑,横向斜拉板Ⅰ11和横向斜拉板Ⅱ17布置于底架立柱Ⅱ15与底架立柱Ⅲ16的外侧,底架立柱Ⅱ15与底架立柱Ⅲ16之间不布置斜拉板,横向斜拉板Ⅰ11和横向斜拉板Ⅱ17连接下横向杆件Ⅰ12和上横向杆件Ⅰ13;底架纵向即车身中段底架上下层纵向杆件之间的斜拉板的布置,如图7所示,纵向斜拉板Ⅱ18、纵向斜拉板Ⅲ19、纵向斜拉板Ⅳ20大体上互相平行,纵向斜拉板Ⅴ21、纵向斜拉板Ⅵ22、纵向斜拉板Ⅶ23大体上互相平行,且纵向斜拉板Ⅱ18、纵向斜拉板Ⅲ19、纵向斜拉板Ⅳ20与纵向斜拉板Ⅴ21、纵向斜拉板Ⅵ22、纵向斜拉板Ⅶ23大体上关于底架立柱Ⅱ15对称,另一侧A处的分布与之相同。The layout of the transverse slanted plates of the chassis is roughly the same, and one of the cross-sections is taken as an example to illustrate, as shown in Fig. Supported by the column III16, the transverse inclined-stayed plate I11 and the transverse inclined-stayed plate II17 are arranged on the outside of the base frame column II15 and the base frame column III16, and no inclined-stayed plate is arranged between the base frame column II15 and the base frame column III16, and the transverse inclined-stayed plate Ⅰ11 and transverse slanted plate Ⅱ17 connect the lower transverse member Ⅰ12 and the upper transverse member Ⅰ13; the longitudinal direction of the chassis is the arrangement of the slanted plate between the upper and lower longitudinal members of the underframe in the middle section of the vehicle body, as shown in Figure 7, the longitudinal slant The tension plate II18, the longitudinal oblique tension plate III19, and the longitudinal oblique tension plate IV20 are substantially parallel to each other; The inclined-stayed plate III19, the longitudinal inclined-stayed plate IV20 and the longitudinal inclined-stayed plate V21, the longitudinal inclined-stayed plate VI22, and the longitudinal inclined-stayed plate VII23 are generally symmetrical about the column II15 of the chassis, and the distribution at A on the other side is the same.

车身制造采用全承载制造工艺,即先完成车身结构骨架的整体拼合,再进行悬架、电机等部件的安装。既可以保证实际结构的性能、受力与设计分析条件一致,也便于车身骨架的整体防锈蚀处理。The body manufacturing adopts the full-load manufacturing process, that is, the overall assembly of the body structure skeleton is completed first, and then the suspension, motor and other components are installed. It can not only ensure that the performance and stress of the actual structure are consistent with the design analysis conditions, but also facilitate the overall anti-corrosion treatment of the body frame.

申请人已根据本发明设计了一款12米的低地板承载式纯电动公交客车,车身结构性能的CAE分析结果如下:The applicant has designed a 12-meter low-floor load-bearing pure electric bus according to the present invention. The CAE analysis results of the body structure performance are as follows:

车身弯曲刚度为:K=9.33×106N/mBody bending stiffness: K=9.33×10 6 N/m

同类车型参考值为:(5.99~10.41)×106N/mThe reference value of similar models: (5.99~10.41)×10 6 N/m

车身扭转刚度为:K=6.44×104N·M/degThe torsional rigidity of the body is: K=6.44×10 4 N·M/deg

同类车型参考值为:(2.93~4.12)×104N·M/degThe reference value of similar models: (2.93~4.12)×10 4 N·M/deg

车身一阶弯曲振动模态频率为:12.79HZThe first-order bending vibration modal frequency of the car body is: 12.79HZ

同类车型参考值为:8.2~14.1HZThe reference value of similar models: 8.2~14.1HZ

车身一阶扭曲振动模态频率为:6.14HZThe first-order torsional vibration mode frequency of the car body is: 6.14HZ

同类车型参考值为:5.8~9.1HZThe reference value of similar models: 5.8~9.1HZ

车身满载弯曲工况最大应力为:287MPaThe maximum stress of the body under full-load bending conditions is: 287MPa

材料(16Mn)屈服极限:345MPaMaterial (16Mn) yield limit: 345MPa

车身左轮悬空工况最大应力为:319MPaThe maximum stress of the left wheel suspension condition of the body is: 319MPa

材料(16Mn)屈服极限:345MPaMaterial (16Mn) yield limit: 345MPa

车身右轮悬空工况最大应力为:307MPaThe maximum stress of the suspension condition of the right wheel of the body is: 307MPa

材料(16Mn)屈服极限:345MPaMaterial (16Mn) yield limit: 345MPa

以上分析结果表明该车各项性能指标都介于或优于同类车型,且车身结构的重量比同类车型轻,约为15%。The above analysis results show that the car's performance indicators are between or better than similar models, and the weight of the body structure is about 15% lighter than similar models.

Claims (4)

1. the pure electronic urban bus body structure of low floor full-bearing type is by preceding, back wall, top cover, a left side, enclose on the right side and branch unit such as underframe is formed, wherein underframe is again by front overhang, rear overhang and underframe stage casing three parts constitute, the space truss structure that its each branch unit all is made up of the small bore rod member, this body structure opens passenger door preceding, rear overhang, body center portion is complete framed structure, it is characterized in that: body center portion is by last story frame structure, following story frame structure and some connect their column and the double-deck truss structure of an integrated carrying-type of oblique arm-tie composition, the spacing of levels framed structure is 140 ± 10mm, the floor terrain clearance is 360 ± 10mm, has realized that one-level marks time; Its at the middle and upper levels framed structure and following story frame structure transverse bar member and vertically the intersection point of rod member align in vertical direction, the small bore column is arranged in the intersection point place and connects the levels framework, levels rod member and column have constituted quadrilateral frame like this, tiltedly arm-tie is arranged on the diagonal line of quadrilateral frame, and the direction of layout is the direction along quadrilateral frame diagonal line elongation when the dangerous operating mode; Upper and lower story frame structure all is made up of small bore transverse bar member, the vertical rod member of small bore and small bore diagonal brace.
2. the pure electronic urban bus body structure of a kind of low floor full-bearing type according to claim 1 is characterized in that: the most of employing of underframe transverse bar member and vertical rod member sectional dimension is the rectangular steel pipe of high 40~50mm, wide 40~50mm, thick 2~4mm; The column in underframe stage casing and diagonal brace adopt the rectangular steel pipe of sectional dimension for long 30~40mm, wide 30~40mm, thick 1.5~2.5mm; Oblique arm-tie in the underframe adopts the parallelogram thin plate of wide 30~40mm, thick 2~4mm.
3. the pure electronic urban bus body structure of a kind of low floor full-bearing type according to claim 1, it is characterized in that: the horizontal weld on the oblique arm-tie top of being adopted and the upper surface of soldered rod member are at a distance of 4~8mm, and the lower extreme point of inclined weld and the lower surface of soldered rod member are at a distance of 4~6mm; Tiltedly the lower surface of the horizontal weld of arm-tie bottom and soldered rod member is at a distance of 4~8mm, and the upper extreme point of inclined weld and the upper surface of soldered rod member are at a distance of 4~6mm; The minimum spacing of weld seam and post is 30~42mm.
4. the pure electronic urban bus body structure of a kind of low floor full-bearing type according to claim 1, it is characterized in that: the local hillside fields plate that adopts in the back axle place of described double-deck truss-like Undercarriage structure, the gradient is approximately 2 °~3 °, this hillside fields plate goes up a slope and originates in apart from 2460mm place, rear overhang mid point the place ahead, end at apart from 215mm place, rear overhang mid point the place ahead, descending originates in apart from 215mm place, rear overhang mid point rear, ending at apart from 960mm place, rear overhang mid point rear, is flat apart from 215mm place, rear overhang mid point the place ahead to this section floor apart from 215mm place, rear overhang mid point rear.
CN201310175775.8A 2013-05-12 2013-05-12 Low-floor total-load bearing type purely electric urban public bus body structure Expired - Fee Related CN103223981B (en)

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CN108466657A (en) * 2017-02-23 2018-08-31 郑州宇通客车股份有限公司 A kind of vehicle frame combination beam and stage casing vehicle frame and vehicle using the combination beam
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CN109927783A (en) * 2019-04-03 2019-06-25 北京北方华德尼奥普兰客车股份有限公司 Independent bridge subframe before one kind
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CN110641270A (en) * 2019-11-08 2020-01-03 安徽安凯汽车股份有限公司 Pure electric business passenger car battery mounting structure
CN111591356A (en) * 2020-05-14 2020-08-28 长安大学 The triangular ring chain body structure of the fully loaded pure electric double-decker tourist bus

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