CN109514055B - A low-plate longitudinal beam assembly welding process - Google Patents
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Abstract
本发明属于铝合金焊接技术领域,涉及一种低平板纵梁总成焊接工艺,低平板纵梁包括纵梁前段、位于纵梁前段右下侧的纵梁后段、焊接在纵梁前段和纵梁后段之间的腹板补板、焊接在纵梁前段和腹板补板外侧的堵板以及焊接在纵梁前段和纵梁后段下端的纵梁下翼板,焊接时分四个阶段,具体步骤如下:纵梁前段与腹板补板焊接、纵梁前段与堵板焊接、腹板补板与纵梁后段焊接和纵梁下翼板焊接,通过对低平板纵梁焊接变形的影响因素的分析,提出了防止铝合金纵梁焊接变形的焊接顺序,通过合理安排焊接顺序,能够防止铝合金纵梁焊接变形的产生,保证焊接后的铝合金纵梁能够满足生产要求,也减少了焊后调修量,节省了工时,加快了生产进度。
The invention belongs to the technical field of aluminum alloy welding, and relates to a welding process for a low-plate longitudinal beam assembly. The web patch between the rear sections of the beam, the blocking plate welded to the front section of the longitudinal beam and the outer side of the web patch, and the lower flange of the longitudinal beam welded to the front section of the longitudinal beam and the lower end of the rear section of the longitudinal beam, are divided into four stages during welding. The specific steps are as follows: welding the front section of the longitudinal beam and the web patch, welding the front section of the longitudinal beam and the blocking plate, welding the web patch and the rear section of the longitudinal beam, and welding the lower flange of the longitudinal beam. Through the analysis of the factors, the welding sequence to prevent the welding deformation of the aluminum alloy longitudinal beams is proposed. By arranging the welding sequence reasonably, the welding deformation of the aluminum alloy longitudinal beams can be prevented, and the welded aluminum alloy longitudinal beams can meet the production requirements and reduce the The amount of adjustment after welding saves man-hours and speeds up the production progress.
Description
技术领域technical field
本发明属于铝合金焊接技术领域,涉及一种低平板纵梁总成焊接工艺。The invention belongs to the technical field of aluminum alloy welding, and relates to a welding process for a low-plate longitudinal beam assembly.
背景技术Background technique
铝合金密度2.7g/cm3,仅为钢的1/3,铝合金耐蚀性能佳,不需任何防护措施即可长期维持表面光洁,另外铝合金还具有良好的焊接及塑形加工性能。为满足节能减排的要求,汽车轻量化已成为汽车行业的共识,而大量使用铝合金构件是实现汽车轻量化的最为可行的方式。The density of aluminum alloy is 2.7g/cm 3 , which is only 1/3 of that of steel. Aluminum alloy has good corrosion resistance and can maintain a smooth surface for a long time without any protective measures. In addition, aluminum alloy also has good welding and plastic processing performance. In order to meet the requirements of energy saving and emission reduction, the lightweight of automobiles has become the consensus of the automobile industry, and the extensive use of aluminum alloy components is the most feasible way to realize the lightweight of automobiles.
低平板半挂车是一种广泛使用的重型运输交通工具,为满足强度要求,目前低平板半挂车多采用钢铁构件;全铝合金低平板半挂车产品虽也见报道,但也主要停留在罐式车和厢式车的层面上,无法拓展到骨架式集装箱半挂车,这主要是因为骨架式集装箱半挂车整车不具有上装总成,且车架总成没有圈梁和地板以及侧横梁等零部件,整车的强度完全由纵梁来承担,对低平板半挂车纵梁的强度要求大幅提高,普通结构的铝合金纵梁无法满足该强度要求。其主要原因是当前市场上流通的铝合金低平板半挂车纵梁焊接的过程中经常会发生变形,使得焊接件组对的准确性降低,最终焊接后的低平板半挂车纵梁力学性能不能满足生产要求。The low-bed semi-trailer is a widely used heavy-duty transportation vehicle. In order to meet the strength requirements, the current low-bed semi-trailer mostly uses steel components; although all-aluminum low-bed semi-trailer products have also been reported, they mainly stay in the tank type. At the level of cars and vans, it cannot be extended to skeleton container semi-trailers, mainly because the skeleton container semi-trailer does not have a top assembly, and the frame assembly does not have ring beams, floors and side beams. The strength of the whole vehicle is completely borne by the longitudinal beams, and the strength requirements for the longitudinal beams of the low-plate semi-trailer are greatly improved, and the aluminum alloy longitudinal beams of ordinary structures cannot meet the strength requirements. The main reason is that the aluminum alloy low-plate semi-trailer longitudinal beams currently on the market often undergo deformation during the welding process, which reduces the accuracy of the welding component pairing, and the mechanical properties of the final welded low-plate semi-trailer longitudinal beam cannot meet the requirements. Production requirements.
发明内容SUMMARY OF THE INVENTION
有鉴于此,本发明为了解决通过现有技术中的焊接方法焊接后低平板纵梁生产质量和生产效率低,且焊接后力学性能不能满足生产要求的问题,提供一种低平板纵梁总成焊接工艺。In view of this, the present invention provides a low-plate longitudinal beam assembly in order to solve the problems of low production quality and production efficiency of the low-plate longitudinal beam after welding by the welding method in the prior art, and the mechanical properties after welding cannot meet the production requirements. welding process.
为达到上述目的,本发明提供一种低平板纵梁总成焊接工艺,低平板纵梁包括纵梁前段、位于纵梁前段右下侧的纵梁后段、焊接在纵梁前段和纵梁后段之间的腹板补板、焊接在纵梁前段和腹板补板外侧的堵板以及焊接在纵梁前段和纵梁后段下端的纵梁下翼板,焊接时分四个阶段,具体步骤如下:In order to achieve the above object, the present invention provides a welding process for a low-plate longitudinal beam assembly. The low-plate longitudinal beam includes a longitudinal beam front section, a longitudinal beam rear section located on the lower right side of the longitudinal beam front section, and welded on the longitudinal beam front section and the longitudinal beam rear section. The web patch between the sections, the blocking plate welded on the front section of the longitudinal beam and the outer side of the web patch, and the lower flange of the longitudinal beam welded on the front section of the longitudinal beam and the lower end of the rear section of the longitudinal beam, are divided into four stages during welding, and the specific steps are as follows:
A、纵梁前段与腹板补板焊接:将纵梁前段、腹板补板弧线段中间留1.5mm焊缝,两边开55°坡口;纵梁前段与腹板补板的两侧采用两层两道对称焊接,其中每层焊缝的焊接电流均为180~200A、焊接电压均为23.2~23.4V、焊接速度均为8~10mm/s、保护气体均为高纯惰性气体、保护气体流量均为18~22L/min、焊枪与垂直方向倾角为5~20°;焊后矫形调整纵梁前段与腹板补板平面度,保证平面度≤1mm;A. Welding the front section of the longitudinal beam and the web patch: leave a 1.5mm weld in the middle of the front section of the longitudinal beam and the arc section of the web patch, and open a 55° groove on both sides; the front section of the longitudinal beam and the sides of the web patch are Two-layer two-pass symmetrical welding, in which the welding current of each layer of welding seam is 180-200A, the welding voltage is 23.2-23.4V, the welding speed is 8-10mm/s, the shielding gas is high-purity inert gas, protective The gas flow rate is 18~22L/min, and the inclination angle between the welding torch and the vertical direction is 5~20°; after welding, the front section of the longitudinal beam and the flatness of the web patch are adjusted by orthopedic adjustment to ensure that the flatness is less than or equal to 1mm;
B、纵梁前段与堵板焊接:将堵板固定在纵梁前段和腹板补板外侧,采用两层两道对称焊接的方式焊接腹板补板上端与纵梁前段之间焊缝,采用两层两道焊的焊接方式焊接腹板补板两侧与纵梁前段、腹板补板之间焊缝,其中焊接电流均为260~270A、焊接电压均为24.4~24.5V、焊接速度均为8~10mm/s、保护气体均为高纯惰性气体、保护气体流量均为18~22L/min、焊枪与垂直方向倾角为5~20°;B. Welding between the front section of the longitudinal beam and the blocking plate: Fix the blocking plate on the front section of the longitudinal beam and the outer side of the web patch, and weld the weld between the upper end of the web patch and the front section of the longitudinal beam by two layers and two symmetrical welding methods. The welding method of two layers and two passes welds the welds between the two sides of the web patch, the front section of the longitudinal beam, and the web patch. The welding current is 260-270A, the welding voltage is 24.4-24.5V, and the welding speed is both. It is 8~10mm/s, the shielding gas is high-purity inert gas, the shielding gas flow rate is 18~22L/min, and the inclination angle between the welding torch and the vertical direction is 5~20°;
C、腹板补板与纵梁后段焊接:将整个纵梁竖放在工装上,将纵梁前段抬高并固定,保持纵梁前段和纵梁后段在同一水平方向上,将堵板与纵梁后段连接处开单V型坡口,采用两层两道对称焊接方式焊接V型坡口与纵梁后板侧面,其中内层焊接电流为260~270A、焊接电压为24.4~24.5V,外层焊接电流为220~230A、焊接电压为23.8~24.0V;采用两层两道对称焊接方式焊接V型坡口与纵梁后板上端面,其中内层焊接电流为235~245A、焊接电压为24.1~24.2V,外层焊接电流为210~220A、焊接电压为23.7~23.8V;焊接速度均为8~10mm/s、保护气体均为高纯惰性气体、保护气体流量均为18~22L/min、焊枪与垂直方向倾角均为5~20°;C. Welding the web patch and the rear section of the longitudinal beam: Put the entire longitudinal beam vertically on the tooling, lift and fix the front section of the longitudinal beam, keep the front section of the longitudinal beam and the rear section of the longitudinal beam in the same horizontal direction, and place the blocking plate A single V-shaped groove is made at the connection with the rear section of the longitudinal beam, and the V-shaped groove and the side of the rear plate of the longitudinal beam are welded by two layers and two symmetrical welding methods. The welding current of the inner layer is 260~270A, and the welding voltage is 24.4~24.5 V, the welding current of the outer layer is 220~230A, and the welding voltage is 23.8~24.0V; the V-shaped groove and the upper surface of the rear panel of the longitudinal beam are welded by two layers and two symmetrical welding methods, and the welding current of the inner layer is 235~245A, The welding voltage is 24.1~24.2V, the outer welding current is 210~220A, and the welding voltage is 23.7~23.8V; the welding speed is 8~10mm/s, the shielding gas is high-purity inert gas, and the shielding gas flow rate is 18 ~22L/min, the inclination angle of welding torch and vertical direction is 5~20°;
D、纵梁下翼板焊接:将纵梁翻转固定在工装上,将纵梁下翼板焊接在整个纵梁下端,其中采用单层单道焊接方式焊接纵梁下翼板与纵梁前段,焊接电流为180~190A、焊接电压为24.2~24.4V;纵梁下翼板与整个纵梁弧形拐角处的焊接方式为三层四道焊,从内到外的焊接参数依次为:第一层焊接电流为265~275A、焊接电压为24.5~24.6V,第二层焊接电流为245~255A、焊接电压为24.2~24.3V,第三层焊接电流为220~230A、焊接电压为23.8~24.0V;纵梁下翼板与纵梁后段的焊接方式为两层三道焊,内层焊接电流为260~270A、焊接电压为24.4~24.5V,外层焊接电流为220~230A、焊接电压为23.8~24.0V,焊接速度均为8~10mm/s、保护气体均为高纯惰性气体、保护气体流量均为18~22L/min、焊枪与垂直方向倾角均为5~20°。D. Welding of the lower wing plate of the longitudinal beam: Flip the longitudinal beam and fix it on the tooling, and weld the lower wing plate of the longitudinal beam to the lower end of the entire longitudinal beam, in which the single-layer single-pass welding method is used to weld the lower wing plate of the longitudinal beam and the front section of the longitudinal beam. The welding current is 180~190A, and the welding voltage is 24.2~24.4V; the welding method of the lower wing plate of the longitudinal beam and the arc corner of the entire longitudinal beam is three-layer four-pass welding. The welding parameters from the inside to the outside are as follows: first Layer welding current is 265~275A, welding voltage is 24.5~24.6V, second layer welding current is 245~255A, welding voltage is 24.2~24.3V, third layer welding current is 220~230A, welding voltage is 23.8~24.0 V; the welding method of the lower wing plate of the longitudinal beam and the rear section of the longitudinal beam is two-layer three-pass welding, the welding current of the inner layer is 260-270A, the welding voltage is 24.4-24.5V, the welding current of the outer layer is 220-230A, and the welding voltage It is 23.8~24.0V, the welding speed is 8~10mm/s, the shielding gas is high-purity inert gas, the shielding gas flow rate is 18~22L/min, and the inclination angle between the welding torch and the vertical direction is 5~20°.
进一步,步骤A中保护气体为99.999%Ar。Further, in step A, the protective gas is 99.999% Ar.
进一步,步骤B焊接腹板补板上端与纵梁前段之间的两层两道对称焊接方式为先打底焊再盖面焊,焊接后将焊缝磨平。Further, in step B, the two-layer two-pass symmetrical welding method between the upper end of the web patch and the front section of the longitudinal beam is to first weld the bottom and then cover the surface, and grind the weld after welding.
进一步,步骤C整个纵梁竖放在工装上,将纵梁前段用撑子撑起并固定。Further, in step C, the entire longitudinal beam is vertically placed on the tooling, and the front section of the longitudinal beam is supported and fixed with a brace.
进一步,步骤D采用圆孔环焊的焊接方式将纵梁下翼板与纵梁下翼加强板后端平直部位点固;点固长度为50mm,相邻点固间断400mm,纵梁下翼板与纵梁下翼加强板之间间隙≤3mm。Further, step D adopts the welding method of circular hole girder welding to point-fix the straight part of the rear end of the longitudinal beam lower wing plate and the longitudinal beam lower wing reinforcement plate; The gap between the plate and the lower wing reinforcement plate of the longitudinal beam is less than or equal to 3mm.
进一步,步骤D焊接前做反变形,将纵梁后段固定在工装平台上,前端用千斤顶顶起,使纵梁前段前端比后端垂直高度高30~40mm左右,具体高度差根据实际生产中焊缝的间隙大小做出相应的调整。Further, perform reverse deformation before welding in step D, fix the rear section of the longitudinal beam on the tooling platform, and lift the front end with a jack, so that the front end of the front section of the longitudinal beam is about 30-40mm higher than the vertical height of the rear end, and the specific height difference is based on the actual production. The gap size of the weld seam is adjusted accordingly.
进一步,步骤A~D焊缝焊接前要进行打磨和预热,焊后要将焊缝磨平。Further, grinding and preheating should be performed before the welding seams in steps A to D, and the welding seams should be smoothed after welding.
进一步,步骤D焊后整体纵梁矫形保证纵梁前段与纵梁后段水平度误差小于3mm。Further, after the welding in step D, the overall longitudinal beam rectification ensures that the levelness error between the front section of the longitudinal beam and the rear section of the longitudinal beam is less than 3 mm.
进一步,步骤D纵梁后段下端纵梁下翼板端部留有50mm的不焊接部位。Further, in step D, a 50mm non-welded part is left at the end of the lower wing plate of the longitudinal beam at the lower end of the rear section of the longitudinal beam.
本发明的有益效果在于:The beneficial effects of the present invention are:
由于铝合金具有导热性好、延展性好等特性,在铝合金焊接过程中,产生的热量会使铝合金发生变形,对焊接件组对的准确性造成困难,并且不能很好的保证焊接后焊道的力学性能;而采用合理的焊接顺序可以减小铝合金型材变形,这在生产实践中是行之有效的好办法。在实际铝合金焊接生产中有许多结构截面形状对称,焊缝布置也对称,但焊后却发生弯曲或扭曲变形,这主要是焊接顺序不合理引起的,也就是各条焊缝引起的变形未能相互抵消,以致发生变形。Due to the good thermal conductivity and ductility of aluminum alloys, during the welding process of aluminum alloys, the heat generated will cause deformation of the aluminum alloys, which will cause difficulties in the accuracy of the welding parts, and cannot guarantee the welding process. The mechanical properties of the weld bead; and the use of a reasonable welding sequence can reduce the deformation of aluminum alloy profiles, which is a good and effective method in production practice. In actual aluminum alloy welding production, there are many structural sections with symmetrical shapes and symmetrical weld arrangements, but bending or twisting deformation occurs after welding, which is mainly caused by unreasonable welding sequence, that is, the deformation caused by each weld is not Can cancel each other, resulting in deformation.
焊接顺序是影响焊接结构变形的主要因素之一,安排焊接顺序时应注意下列原则:①所有的焊缝必须都焊到(包括被遮盖焊缝)。②焊枪可达到的焊缝才可以被焊接。③对于有焊缝收缩现象的工件,要先焊成组装件,并在图样上标注工艺放量。④尽量让焊缝无拘束收缩,焊接方向由内向外,由中间向两端。⑤对接焊缝先于角焊缝焊接。⑥Y形坡口不允许有间隙,先焊Y形坡口,再焊V形坡口。⑦对于长焊缝,尽量采用对称焊接,2名焊工从两侧同时对称施焊。这样可以使由各焊缝所引起的变形相互抵消一部分,也可以采用对角线焊法或从中间向两边焊。⑧对于双面焊,焊接顺序以根部清理难易为依据,后焊的一侧应便于前道焊缝的根部清理。⑨尽量避免工件的不必要的多次翻转。⑩先焊接截面较大的焊缝,再焊接截面较小的焊缝。对某些焊缝布置不对称的结构,应该先焊接焊缝少的一侧。先焊短焊缝,后焊长焊缝;先焊横焊缝,后焊纵焊缝。当存在焊接应力时,先焊拉应力区,后焊剪应力和压应力区。位于构件刚性最大的部位最后焊接(尽可能使构件能够自由收缩)。The welding sequence is one of the main factors affecting the deformation of the welded structure. The following principles should be paid attention to when arranging the welding sequence: ① All welds must be welded (including covered welds). ②The welding seam that can be reached by the welding torch can be welded. ③ For workpieces with weld shrinkage, they should be welded into assemblies first, and the process volume should be marked on the drawing. ④Try to let the welding seam shrink without restraint, and the welding direction is from the inside to the outside, from the middle to the two ends. ⑤ Butt welds are welded before fillet welds. ⑥ Y-shaped grooves are not allowed to have gaps. First weld the Y-shaped grooves, and then weld the V-shaped grooves. ⑦For long welds, try to use symmetrical welding, and 2 welders perform symmetrical welding from both sides at the same time. In this way, the deformation caused by each weld can be partially offset, and the diagonal welding method or welding from the middle to both sides can also be used. ⑧ For double-sided welding, the welding sequence is based on the difficulty of root cleaning. ⑨ Try to avoid unnecessary multiple turnover of the workpiece. ⑩ Weld the weld with larger section first, and then weld the weld with smaller section. For some structures with asymmetrical arrangement of welds, the side with less welds should be welded first. Weld short welds first, then weld long welds; weld horizontal welds first, then longitudinal welds. When there is welding stress, the tensile stress area is welded first, and then the shear stress and compressive stress areas are welded. The most rigid part of the component is welded last (as much as possible to allow the component to shrink freely).
本发明所公开的低平板纵梁总成焊接工艺,通过对低平板纵梁焊接变形的影响因素的分析,提出了防止铝合金纵梁焊接变形的焊接顺序,通过合理安排焊接顺序,能够防止铝合金纵梁焊接变形的产生,保证焊接后的铝合金纵梁能够满足生产要求,也减少了焊后调修量,节省了工时,加快了生产进度。In the welding process of the low-plate longitudinal beam assembly disclosed in the present invention, through the analysis of the influencing factors of the welding deformation of the low-plate longitudinal beam, a welding sequence for preventing the welding deformation of the aluminum alloy longitudinal beam is proposed. The welding deformation of the alloy longitudinal beam ensures that the welded aluminum alloy longitudinal beam can meet the production requirements, and also reduces the amount of post-weld adjustment, saves man-hours, and speeds up the production progress.
附图说明Description of drawings
为了使本发明的目的、技术方案和有益效果更加清楚,本发明提供如下附图进行说明:In order to make the purpose, technical solutions and beneficial effects of the present invention clearer, the present invention provides the following drawings for description:
图1为本发明纵梁前段与腹板补板焊接结构示意图;1 is a schematic diagram of the welding structure of the front section of the longitudinal beam and the web patch panel of the present invention;
图2为本发明纵梁前段与堵板焊接结构示意图;2 is a schematic diagram of the welding structure of the front section of the longitudinal beam and the blocking plate of the present invention;
图3为本发明腹板补板与纵梁后段焊接结构示意图一;Figure 3 is a schematic diagram 1 of the welding structure between the web patch and the rear section of the longitudinal beam according to the present invention;
图4为本发明腹板补板与纵梁后段焊接结构示意图二;Figure 4 is a second schematic diagram of the welding structure between the web patch and the rear section of the longitudinal beam according to the present invention;
图5为本发明纵梁下翼板焊接结构示意图。FIG. 5 is a schematic diagram of the welding structure of the lower wing plate of the longitudinal beam of the present invention.
具体实施方式Detailed ways
下面将对本发明的优选实施例进行详细的描述。The preferred embodiments of the present invention will be described in detail below.
说明书附图中的附图标记包括:Reference numerals in the accompanying drawings include:
纵梁前段1、腹板补板2、堵板3、纵梁后段4、纵梁下翼板5。The front section of the longitudinal beam 1, the
一种低平板纵梁总成焊接工艺,低平板纵梁包括纵梁前段1、位于纵梁前段1右下侧的纵梁后段4、焊接在纵梁前段1和纵梁后段4之间的腹板补板2、焊接在纵梁前段1和腹板补板2外侧的堵板3以及焊接在纵梁前段1和纵梁后段4下端的纵梁下翼板5,焊接时分四个阶段,具体步骤如下:A low-plate longitudinal beam assembly welding process, the low-plate longitudinal beam comprises a longitudinal beam front section 1, a longitudinal beam rear section 4 located on the lower right side of the longitudinal beam front section 1, and welded between the longitudinal beam front section 1 and the longitudinal beam rear section 4 The
A、如图1所示的纵梁前段1与腹板补板2焊接:将纵梁前段1、腹板补板2弧线段中间留1.5mm焊缝,两边开55°坡口;纵梁前段1与腹板补板2的两侧采用两层两道对称焊接,其中每层焊缝的焊接电流均为180~200A、焊接电压均为23.2~23.4V、焊接速度均为8~10mm/s、保护气体均为99.999%Ar、保护气体流量均为18~22L/min、焊枪与垂直方向倾角为5~20°,焊缝焊接前要进行打磨和预热,焊后要将焊缝磨平;焊后矫形调整纵梁前段1与腹板补板2平面度,保证平面度≤1mm;A. Welding the front section 1 of the longitudinal beam and the
B、如图2所示的纵梁前段1与堵板3焊接:将堵板3固定在纵梁前段1和腹板补板2外侧,采用两层两道对称焊接的方式焊接腹板补板2上端与纵梁前段1之间焊缝,焊接方式为先打底焊再盖面焊,焊接后将焊缝磨平;采用两层两道焊的焊接方式焊接腹板补板2两侧与纵梁前段1、腹板补板2之间焊缝,其中焊接电流均为260~270A、焊接电压均为24.4~24.5V、焊接速度均为8~10mm/s、保护气体均为99.999%Ar、保护气体流量均为18~22L/min、焊枪与垂直方向倾角为5~20°,焊缝焊接前要进行打磨和预热,焊后要将焊缝磨平;B. Welding the front section 1 of the longitudinal beam and the blocking
C、如图3~4所示的腹板补板2与纵梁后段4焊接:将整个纵梁竖放在工装上,将纵梁前段1用撑子撑起并固定,保持纵梁前段1和纵梁后段4在同一水平方向上,将堵板3与纵梁后段4连接处开单V型坡口,采用两层两道对称焊接方式焊接V型坡口与纵梁后板侧面,其中内层焊接电流为260~270A、焊接电压为24.4~24.5V,外层焊接电流为220~230A、焊接电压为23.8~24.0V;采用两层两道对称焊接方式焊接V型坡口与纵梁后板上端面,其中内层焊接电流为235~245A、焊接电压为24.1~24.2V,外层焊接电流为210~220A、焊接电压为23.7~23.8V;焊接速度均为8~10mm/s、保护气体均为99.999%Ar、保护气体流量均为18~22L/min、焊枪与垂直方向倾角均为5~20°,焊缝焊接前要进行打磨和预热,焊后要将焊缝磨平;C. Weld the
D、如图5所示的纵梁下翼板5焊接:将纵梁翻转固定在工装上,采用圆孔环焊的焊接方式将纵梁下翼板5与纵梁下翼加强板后端平直部位点固;点固长度为50mm,相邻点固间断400mm,纵梁下翼板5与纵梁下翼加强板之间间隙≤3mm。同时焊接前做反变形,将纵梁后段4固定在工装平台上,前端用千斤顶顶起,使纵梁前段1前端比后端垂直高度高30~40mm左右,具体高度差根据实际生产中焊缝的间隙大小做出相应的调整。将纵梁下翼板5焊接在整个纵梁下端,其中采用单层单道焊接方式焊接纵梁下翼板5与纵梁前段1,焊接电流为180~190A、焊接电压为24.2~24.4V;纵梁下翼板5与整个纵梁弧形拐角处的焊接方式为三层四道焊,从内到外的焊接参数依次为:第一层焊接电流为265~275A、焊接电压为24.5~24.6V,第二层焊接电流为245~255A、焊接电压为24.2~24.3V,第三层焊接电流为220~230A、焊接电压为23.8~24.0V;纵梁下翼板5与纵梁后段4的焊接方式为两层三道焊,内层焊接电流为260~270A、焊接电压为24.4~24.5V,外层焊接电流为220~230A、焊接电压为23.8~24.0V,焊接速度均为8~10mm/s、保护气体均为99.999%Ar、保护气体流量均为18~22L/min、焊枪与垂直方向倾角均为5~20°,焊缝焊接前要进行打磨和预热,焊后要将焊缝磨平。D. Welding of the longitudinal beam
步骤D纵梁后段4下端纵梁下翼板5端部留有50mm的不焊接部位。焊后整体纵梁矫形保证纵梁前段1与纵梁后段4水平度误差小于3mm。Step D: A 50mm unwelded part is left at the end of the
最后说明的是,以上优选实施例仅用以说明本发明的技术方案而非限制,尽管通过上述优选实施例已经对本发明进行了详细的描述,但本领域技术人员应当理解,可以在形式上和细节上对其作出各种各样的改变,而不偏离本发明权利要求书所限定的范围。Finally, it should be noted that the above preferred embodiments are only used to illustrate the technical solutions of the present invention and not to limit them. Although the present invention has been described in detail through the above preferred embodiments, those skilled in the art should Various changes may be made in details without departing from the scope of the invention as defined by the claims.
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