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CN109794670B - Dissimilar metal material resistance rivet welding system of light alloy and steel and welding method thereof - Google Patents

Dissimilar metal material resistance rivet welding system of light alloy and steel and welding method thereof Download PDF

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CN109794670B
CN109794670B CN201910245821.4A CN201910245821A CN109794670B CN 109794670 B CN109794670 B CN 109794670B CN 201910245821 A CN201910245821 A CN 201910245821A CN 109794670 B CN109794670 B CN 109794670B
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steel
nail
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alloy plate
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CN109794670A (en
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李永兵
牛嗣哲
马运五
楼铭
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Shanghai Zhirong Industrial Equipment Co ltd
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Shanghai Jiao Tong University
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Abstract

一种轻合金与钢的异种金属材料电阻铆焊系统及其焊接方法,利用成分可定制的半空心钢钉在无需预冲孔的情况下直接对异种材料进行焊接,使待连接轻合金板、半空心钢钉及待连接钢板在局部熔化形成铝钢混合物焊核,获得异种材料连接接头;铆钉采用半空心结构,以容纳部分待连接轻合金板材,能够采用更小的铆钉设计;采用带有锥角的钢钉直接刺穿待连接轻合金板,消除现有制孔环节;通过待连接轻合金板、半空心钢钉及待连接钢板在局部熔化形成高强度铝钢混合物焊核,以提高接头性能;通过钉腿压溃长度以及铆钉空腔内部合金元素调控焊核各元素比例改善接头性能。本发明简化生产工艺,提高生产效率,降低成本,提高接头性能。

Figure 201910245821

A resistance riveting welding system for dissimilar metal materials of light alloy and steel and a welding method thereof, wherein semi-hollow steel nails with customizable composition are used to directly weld dissimilar materials without pre-punching, so that light alloy plates to be connected, The semi-hollow steel nail and the steel plate to be connected are partially melted to form a weld nugget of aluminum-steel mixture to obtain a joint of dissimilar materials; the rivet adopts a semi-hollow structure to accommodate part of the light alloy plate to be connected, and a smaller rivet design can be used; The taper-angle steel nails directly pierce the light alloy plate to be connected, eliminating the existing hole-making process; through the local melting of the light alloy plate to be connected, the semi-hollow steel nail and the steel plate to be connected, a high-strength aluminum-steel mixture weld nugget is formed to improve the efficiency of the welding process. Joint performance: The joint performance is improved by adjusting the ratio of each element in the weld nugget by the crushing length of the nail legs and the alloying elements in the rivet cavity. The invention simplifies the production process, improves the production efficiency, reduces the cost and improves the joint performance.

Figure 201910245821

Description

轻合金与钢的异种金属材料电阻铆焊系统及其焊接方法Dissimilar metal material resistance riveting welding system and welding method of light alloy and steel

技术领域technical field

本发明涉及的是一种异种金属材料连接领域的技术,具体是一种轻合金与钢的异种金属材料电阻铆焊系统及其焊接方法。The invention relates to a technology in the field of connection of dissimilar metal materials, in particular to a resistance riveting welding system for dissimilar metal materials of light alloy and steel and a welding method thereof.

背景技术Background technique

车身轻量化是现代汽车工业节能减排的有效手段,随着各大汽车企业的重视,轻合金和超高强度钢被广泛运用于车身制造。电阻点焊作为车身装配的传统点连接方法,凭借其接头强度高、能耗低、节拍快的优势被应用于传统钢制车身焊装。然而,铝、镁合金等轻合金材料的应用对传统点连接技术提出了巨大挑战,由于轻合金与钢之间热物理属性差异较大,导致熔焊时不可避免会形成硬脆的金属间化合物,使得传统电阻点焊工艺难以实现异种金属材料的有效连接。以上问题使得基于冷成形原理的自冲铆接成为当前混合材料车身的最主要连接技术。然而,受铆钉硬度和铆接设备吨位的限制,当连接一些先进高强钢或超高强钢等高强度、高硬度材料时,自冲铆接过程中铆钉腿部会发生严重墩粗,无法获得有效机械互锁。现有电阻单元焊技术结合铆接和点焊的特点,将异种金属连接问题转化为同种金属焊接问题,能够实现轻金属与超高强钢的可靠连接。然而,该方法需要额外增加一道冲裁工序,工艺过程繁琐,导致工艺成本增加,生产效率降低。而且在焊接时很难将钉子准确放置于冲裁孔,质量可控性差。Lightweight car body is an effective means of energy saving and emission reduction in the modern automobile industry. With the attention of major automobile companies, light alloys and ultra-high-strength steels are widely used in car body manufacturing. As a traditional point connection method for body assembly, resistance spot welding is applied to traditional steel body welding due to its advantages of high joint strength, low energy consumption and fast cycle time. However, the application of light alloy materials such as aluminum and magnesium alloys poses great challenges to the traditional point joining technology. Due to the large difference in thermophysical properties between light alloys and steel, it is inevitable to form hard and brittle intermetallic compounds during fusion welding. , which makes it difficult to realize the effective connection of dissimilar metal materials by the traditional resistance spot welding process. The above problems make the self-piercing riveting based on the principle of cold forming the most important connection technology for the current hybrid car body. However, limited by the hardness of the rivet and the tonnage of the riveting equipment, when some high-strength and high-hardness materials such as advanced high-strength steel or ultra-high-strength steel are connected, the rivet legs will be severely thickened during the self-piercing riveting process, and effective mechanical interaction cannot be obtained. Lock. The existing resistance unit welding technology combines the characteristics of riveting and spot welding to convert the problem of dissimilar metal connection into the same metal welding problem, and can realize the reliable connection of light metal and ultra-high-strength steel. However, this method requires an additional blanking process, and the process is cumbersome, resulting in increased process cost and reduced production efficiency. Moreover, it is difficult to accurately place the nails in the punching holes during welding, and the quality controllability is poor.

发明内容SUMMARY OF THE INVENTION

本发明针对现有技术存在的上述不足,提出一种轻合金与钢的异种金属材料电阻铆焊系统及其焊接方法,利用成分可定制的半空心钢钉在无需预冲孔的情况下直接对异种材料进行焊接,使待连接轻合金板、半空心钢钉及待连接钢板在开放式空腔内熔化形成金属混合物焊核,获得高强度的异种材料连接接头。Aiming at the above-mentioned deficiencies in the prior art, the present invention proposes a resistance riveting system and a welding method for dissimilar metal materials of light alloy and steel, using semi-hollow steel nails with customizable compositions to directly The dissimilar materials are welded, so that the light alloy plate to be connected, the semi-hollow steel nail and the steel plate to be connected are melted in the open cavity to form a metal mixture weld nugget, and a high-strength dissimilar material connection joint is obtained.

本发明是通过以下技术方案实现的:The present invention is achieved through the following technical solutions:

本发明涉及一种轻合金与钢的异种金属材料电阻铆焊系统,自上而下包括:上电极、半空心钢钉、待连接轻合金板、待连接钢板以及下电极。The invention relates to a resistance riveting welding system for dissimilar metal materials of light alloy and steel, comprising from top to bottom: an upper electrode, a semi-hollow steel nail, a light alloy plate to be connected, a steel plate to be connected and a lower electrode.

所述的待连接轻合金板为至少一层,当采用多层待连接轻合金板时相邻布置。The light alloy plates to be connected are at least one layer, and are arranged adjacently when multiple layers of light alloy plates to be connected are used.

所述的待连接钢板只能为一层,且必须布置在下电极侧。如果为多层时,中间层必须开工艺孔。The steel plate to be connected can only be one layer, and must be arranged on the lower electrode side. If it is multi-layer, the intermediate layer must have process holes.

所述的半空心钢钉包括:依次连接的钉帽、钉腿和锥角,其中:钉帽和钉腿组成开放式空腔,该开放式内腔的高度大于等于待连接轻合金板的厚度。The semi-hollow steel nail includes: a nail cap, a nail leg and a taper angle connected in sequence, wherein: the nail cap and the nail leg form an open cavity, and the height of the open cavity is greater than or equal to the thickness of the light alloy plate to be connected .

所述的钉帽的顶面为圆形平面,其底面设有沿圆周方向分布的凹槽或倾角,该凹槽的截面为圆弧或矩形。The top surface of the nail cap is a circular plane, and the bottom surface is provided with grooves or inclinations distributed along the circumferential direction, and the cross-section of the groove is an arc or a rectangle.

所述的said

所述的钉腿其长度为待连接轻合金板材总厚度的1.2~2.5倍。The length of the nail legs is 1.2-2.5 times the total thickness of the light alloy sheet to be connected.

所述的开放式内腔的内侧可通过添加微量合金元素对接头进行改性。The inner side of the open inner cavity can be modified by adding trace alloying elements to the joint.

所述的锥角能够在电流和电极压力的作用下刺穿待连接轻合金板并与待连接钢板紧密接触。The taper angle can pierce the light alloy plate to be connected and make close contact with the steel plate to be connected under the action of current and electrode pressure.

本发明涉及上述系统的电阻铆焊方法,包括以下步骤:The present invention relates to the resistance riveting welding method of the above system, comprising the following steps:

步骤1)预压阶段:将半空心钢钉置于待连接板材组合的轻合金侧,并通过上电极和下电极施加预压力使半空心钢钉、待连接轻合金板、待连接钢板之间接触并形成导电通路;Step 1) Preloading stage: place the semi-hollow steel nail on the light alloy side of the combination of the plates to be connected, and apply pre-pressure through the upper electrode and the lower electrode to make the semi-hollow steel nail, the light alloy plate to be connected, and the steel plate to be connected between the contact and form a conductive path;

步骤2)穿刺阶段:施加焊接电流软化待连接轻合金板,半空心钢钉在电极压力作用下刺穿待连接轻合金板,并与待连接钢板紧密接触;Step 2) Piercing stage: applying welding current to soften the light alloy plate to be connected, the semi-hollow steel nail pierces the light alloy plate to be connected under the action of electrode pressure, and is in close contact with the steel plate to be connected;

步骤3)焊接阶段:改变电极压力和电流,以一定的持续时间产生电阻热,实现待连接钢板、钢钉下端及空腔中截留轻合金板材料在钢钉的开放式空腔内熔化;Step 3) Welding stage: changing the electrode pressure and current to generate resistance heat for a certain duration, so that the steel plate to be connected, the lower end of the steel nail and the light alloy plate material retained in the cavity are melted in the open cavity of the steel nail;

步骤4)冷却阶段:通过电极帽施加保压力,熔核在水冷铜电极作用下凝固形成铆焊接头。Step 4) Cooling stage: the holding pressure is applied through the electrode cap, and the nugget solidifies under the action of the water-cooled copper electrode to form a riveted joint.

所述的与待连接钢板紧密接触,其判定方式采用以下任意一种操作或其组合以确定:The said close contact with the steel plate to be connected is determined by any one of the following operations or a combination thereof:

a)钢钉位移为待连接轻合金板厚度1.0~1.2倍;a) The displacement of the steel nail is 1.0 to 1.2 times the thickness of the light alloy plate to be connected;

b)根据经验设定穿刺阶段的时间。b) The time of the puncture phase is set empirically.

所述的冷却阶段,其开始时刻判定方式采用以下任意一种操作或其组合以确定:For the cooling phase, the starting time of the cooling phase is determined by adopting any one of the following operations or a combination thereof:

a)钉帽底面与待连接轻合金板材料形成接触;a) The bottom surface of the nail cap is in contact with the light alloy plate material to be connected;

b)根据经验设定焊接阶段的时间。b) Set the time of the welding stage based on experience.

所述的空腔中截留轻合金板材料是指半空心钢钉在穿刺阶段空腔中所截留的待连接轻合金板材料。The light alloy plate material retained in the cavity refers to the light alloy plate material to be connected that is retained in the cavity of the semi-hollow steel nail during the puncturing stage.

技术效果technical effect

与现有技术相比,本发明铆钉采用半空心结构,能够容纳部分待连接轻合金板材,因此能够采用更小的铆钉设计;采用带有锥角的钢钉直接刺穿待连接轻合金板,消除了传统技术的制孔环节;通过待连接轻合金板、半空心钢钉及待连接钢板在局部熔化形成高强度铝钢混合物焊核,以提高接头性能;同时,可通过钉腿压溃长度以及铆钉空腔内部合金元素调控焊核各元素比例,从而改善接头性能。总体来说,本发明简化了生产工艺,提高了生产效率,降低了成本,提高了接头性能。Compared with the prior art, the rivet of the present invention adopts a semi-hollow structure, which can accommodate part of the light alloy plate to be connected, so a smaller rivet design can be adopted; the steel nail with a tapered angle is used to directly pierce the light alloy plate to be connected, Eliminates the hole-making process of traditional technology; through the local melting of the light alloy plate to be connected, the semi-hollow steel nail and the steel plate to be connected, a high-strength aluminum-steel mixture weld nugget is formed to improve the joint performance; at the same time, the length of the nail leg can be crushed And the alloying elements inside the rivet cavity regulate the proportion of each element of the weld nugget, thereby improving the joint performance. In general, the present invention simplifies the production process, improves the production efficiency, reduces the cost, and improves the joint performance.

附图说明Description of drawings

图1为本发明的半空心钢钉结构示意图;Fig. 1 is the semi-hollow steel nail structure schematic diagram of the present invention;

图中:a、b为半空心钢钉的结构示意图;c为半空心钢钉的截面图;钉帽101、钉腿102、锥角103、底面104、空腔105;In the figure: a and b are the structural schematic diagrams of the semi-hollow steel nail; c is the cross-sectional view of the semi-hollow steel nail;

图2为焊接过程的示意图;Figure 2 is a schematic diagram of the welding process;

图中:a为预压阶段的示意图;b、c为穿刺中间过程和穿刺结束的示意图;d、e为焊接阶段的示意图;f为冷却过程示意图;上电极106、下电极107、待连接轻合金板108、待连接钢板109、半空心钢钉110、空腔中截留待连接轻合金板111、焊核112;In the figure: a is a schematic diagram of the pre-pressing stage; b and c are schematic diagrams of the intermediate process of puncturing and the end of puncturing; d and e are schematic diagrams of the welding stage; f is a schematic diagram of the cooling process; Alloy plate 108, steel plate to be connected 109, semi-hollow steel nail 110, light alloy plate to be connected 111 and weld nugget 112 retained in the cavity;

图3为焊接工艺的电极压力与焊接电流随时间变化的示意图;Fig. 3 is the schematic diagram of electrode pressure and welding current changing with time in welding process;

图4为实施例1焊核的示意图;Fig. 4 is the schematic diagram of embodiment 1 weld nugget;

图5为实施例2半空心钢钉的截面示意图;5 is a schematic cross-sectional view of the semi-hollow steel nail in Example 2;

图6为实施例2焊核的示意图;Fig. 6 is the schematic diagram of embodiment 2 weld nugget;

图7为实施例3半空心钢钉的截面示意图。FIG. 7 is a schematic cross-sectional view of the semi-hollow steel nail in Example 3. FIG.

具体实施方式Detailed ways

实施例1Example 1

如图1所示,本实施例运用的半空心钢钉110包括:依次连接的钉帽101、钉腿102和锥角103,其中:钉帽101和钉腿102形成了开放式空腔105。As shown in FIG. 1 , the semi-hollow steel nail 110 used in this embodiment includes a nail cap 101 , a nail leg 102 and a taper angle 103 connected in sequence, wherein the nail cap 101 and the nail leg 102 form an open cavity 105 .

所述的钉帽101直径为10mm,高度为2mm,其底面104的倾角为15°,倒角的半径为0.8mm。The diameter of the nail cap 101 is 10mm, the height is 2mm, the inclination angle of the bottom surface 104 is 15°, and the radius of the chamfer is 0.8mm.

所述的空腔105的形状为圆柱,该圆柱的直径为3.4mm,高度为2.2mm。The shape of the cavity 105 is a cylinder, the diameter of the cylinder is 3.4mm, and the height is 2.2mm.

所述的钉腿102的外径为5.3mm,高度为2.9mm。The outer diameter of the nail legs 102 is 5.3 mm and the height is 2.9 mm.

所述的锥角103的截面为正三角形。The cross section of the taper angle 103 is an equilateral triangle.

本实施例采用的待连接轻合金板108为AA6061-T6铝合金板厚度为1mm,待连接钢板109为PHS超高强钢厚度为1.55mm。The light alloy plates 108 to be connected in this embodiment are AA6061-T6 aluminum alloy plates with a thickness of 1 mm, and the steel plates 109 to be connected are PHS ultra-high strength steels with a thickness of 1.55 mm.

如图2所示,本实施例通过以下四个阶段实现待连接轻合金板108和待连接钢板109的连接:As shown in FIG. 2 , this embodiment realizes the connection between the light alloy plate 108 to be connected and the steel plate 109 to be connected through the following four stages:

步骤1)预压阶段:将半空心钢钉110置于待连接轻合金板108,并通过上电极106和下电极107施加预压力使半空心钢钉110、待连接轻合金板108、待连接钢板109之间接触形成导电通路;Step 1) Preloading stage: place the semi-hollow steel nail 110 on the light alloy plate 108 to be connected, and apply pre-pressure through the upper electrode 106 and the lower electrode 107 to make the semi-hollow steel nail 110, the light alloy plate 108 to be connected, and the to-be-connected Contact between the steel plates 109 forms a conductive path;

步骤2)穿刺阶段:施加焊接电流软化待连接轻合金板108,半空心钢钉110在电极压力作用下刺穿待连接轻合金板108,与待连接钢板109紧密接触;Step 2) Piercing stage: applying welding current to soften the light alloy plates 108 to be connected, the semi-hollow steel nails 110 pierce the light alloy plates 108 to be connected under the action of electrode pressure, and are in close contact with the steel plates 109 to be connected;

步骤3)焊接阶段:改变电极压力和电流,并以一定的持续时间产生电阻热,实现待连接钢板109、半空心钢钉110下端及空腔中截留轻合金板材料111在钢钉的开放式空腔105内熔化;Step 3) Welding stage: change the electrode pressure and current, and generate resistance heat for a certain duration, so as to realize the open end of the steel nail 109 to be connected, the lower end of the semi-hollow steel nail 110 and the light alloy plate material 111 retained in the cavity. Melting in cavity 105;

步骤4)冷却阶段:通过电极帽施加保压力,熔核112在水冷铜电极作用下凝固形成铆焊接头。Step 4) Cooling stage: the holding pressure is applied through the electrode cap, and the nugget 112 solidifies under the action of the water-cooled copper electrode to form a riveted joint.

本实施例的预压力为2kN,穿刺电流为10kA,时间为30ms,焊接电流为8kA,时间为200ms,焊接力仍为2kN。In this embodiment, the pre-pressure is 2kN, the piercing current is 10kA, the time is 30ms, the welding current is 8kA, the time is 200ms, and the welding force is still 2kN.

本实施例中半空心钢钉110与待连接钢板109紧密接触的判定方式为半空心钢钉位移超过1.1mm。In this embodiment, the determination method of the close contact between the semi-hollow steel nail 110 and the steel plate 109 to be connected is that the displacement of the semi-hollow steel nail exceeds 1.1 mm.

冷却阶段开始的判定方式为钉帽底面与待连接轻合金板材料形成接触。。The start of the cooling phase is determined by the bottom surface of the nail cap being in contact with the light alloy plate material to be connected. .

如图4所示,本实施例形成的铝钢混合物焊核。接头平均拉剪强度为4094.7kN,且断裂方式均为拔出断裂。As shown in FIG. 4 , the aluminum-steel mixture weld nugget formed in this example. The average tensile shear strength of the joint is 4094.7kN, and the fracture mode is pull-out fracture.

实施例2Example 2

如图5所示,本实施例运用的半空心钢钉110与实施例1相比:钉帽101底面104的倾角为5°,空腔105的高度为2.8mm,钉腿102的高度为1.8mm,锥角103的截面为直角三角形。As shown in FIG. 5 , the semi-hollow steel nail 110 used in this embodiment is compared with Embodiment 1: the inclination angle of the bottom surface 104 of the nail cap 101 is 5°, the height of the cavity 105 is 2.8 mm, and the height of the nail legs 102 is 1.8 mm. mm, the section of the taper angle 103 is a right triangle.

本实施例采用的待连接轻合金板108与待连接钢板109与实施例1相同。The light alloy plate 108 to be connected and the steel plate 109 to be connected used in this embodiment are the same as those in the first embodiment.

如图2所示,本实施例通过以下四个阶段实现待连接轻合金板108和待连接钢板109的连接:As shown in FIG. 2 , this embodiment realizes the connection between the light alloy plate 108 to be connected and the steel plate 109 to be connected through the following four stages:

步骤1)预压阶段:将半空心钢钉110置于待连接轻合金板108,并通过上电极106和下电极107施加预压力使半空心钢钉110、待连接轻合金板108、待连接钢板109之间接触形成导电通路;Step 1) Preloading stage: place the semi-hollow steel nail 110 on the light alloy plate 108 to be connected, and apply pre-pressure through the upper electrode 106 and the lower electrode 107 to make the semi-hollow steel nail 110, the light alloy plate 108 to be connected, and the to-be-connected Contact between the steel plates 109 forms a conductive path;

步骤2)穿刺阶段:施加焊接电流软化待连接轻合金板108,半空心钢钉110在电极压力作用下刺穿待连接轻合金板108,与待连接钢板109紧密接触;Step 2) Piercing stage: applying welding current to soften the light alloy plates 108 to be connected, the semi-hollow steel nails 110 pierce the light alloy plates 108 to be connected under the action of electrode pressure, and are in close contact with the steel plates 109 to be connected;

步骤3)焊接阶段:改变电极压力和电流,并以一定的持续时间产生电阻热,实现待连接钢板109、半空心钢钉110下端及空腔中截留轻合金板材料111在钢钉的开放式空腔105内熔化;Step 3) Welding stage: change the electrode pressure and current, and generate resistance heat for a certain duration, so as to realize the open end of the steel nail 109 to be connected, the lower end of the semi-hollow steel nail 110 and the light alloy plate material 111 retained in the cavity. Melting in cavity 105;

步骤4)冷却阶段:通过电极帽施加保压力,熔核112在水冷铜电极作用下凝固形成铆焊接头。本实施例预压力为3kN,穿刺电流为10kA,时间为30ms,焊接电流为8kA,时间为300ms,焊接力为2kN。Step 4) Cooling stage: the holding pressure is applied through the electrode cap, and the nugget 112 solidifies under the action of the water-cooled copper electrode to form a riveted joint. In this embodiment, the pre-pressure is 3kN, the piercing current is 10kA, the time is 30ms, the welding current is 8kA, the time is 300ms, and the welding force is 2kN.

本实施例中半空心钢钉110与待连接钢板109紧密接触的判定方式为半空心钢钉位移超过1.1mm。In this embodiment, the determination method of the close contact between the semi-hollow steel nail 110 and the steel plate 109 to be connected is that the displacement of the semi-hollow steel nail exceeds 1.1 mm.

冷却阶段开始的判定方式为钉帽底面与待连接轻合金板材料形成接触。The start of the cooling phase is determined by the bottom surface of the nail cap being in contact with the light alloy plate material to be connected.

如图6所示,本实施例形成的铝钢混合物焊核,接头平均拉剪强度为3090.4kN,且断裂方式均为拔出断裂。As shown in FIG. 6 , for the aluminum-steel mixture weld nugget formed in this example, the average tensile shear strength of the joint is 3090.4 kN, and the fracture modes are all pull-out fractures.

实施例3Example 3

如图7所示,本实施例运用的半空心钢钉110包括:依次连接的钉帽101、钉腿102和锥角103,其中:钉帽101和钉腿102形成了开放式空腔105。As shown in FIG. 7 , the semi-hollow steel nail 110 used in this embodiment includes: a nail cap 101 , a nail leg 102 and a taper angle 103 connected in sequence, wherein the nail cap 101 and the nail leg 102 form an open cavity 105 .

所述的钉帽101的上表面直径为7.8mm,下表面直径为10.8mm,高度为2mm,钉帽101的底面104的弧形凹槽的半径为0.8mm。The diameter of the upper surface of the nail cap 101 is 7.8 mm, the diameter of the lower surface is 10.8 mm, and the height is 2 mm. The radius of the arc groove on the bottom surface 104 of the nail cap 101 is 0.8 mm.

所述的空腔105的形状为圆台,该圆台的截面倾角为69°,其下端直径为5mm,高度为2.2mm。The shape of the cavity 105 is a truncated cone, the sectional inclination angle of the truncated cone is 69°, the diameter of the lower end is 5mm, and the height is 2.2mm.

所述的锥角103的截面是顶点为140°的等腰三角形。The cross-section of the taper angle 103 is an isosceles triangle with an apex of 140°.

本实施例中半空心钢钉110与待连接钢板109紧密接触的判定方式根据经验设定穿刺阶段的时间为30ms。In the present embodiment, the determination method of the close contact between the semi-hollow steel nail 110 and the steel plate 109 to be connected is based on experience, and the time of the puncturing stage is set to be 30 ms.

焊接阶段完成的判定方式为根据经验设定焊接阶段的时间为200ms。The way of judging the completion of the welding stage is to set the welding stage time as 200ms according to experience.

本实施例的其他实施方式与实施例1相同。Other implementations of this embodiment are the same as those of Embodiment 1.

本实施例形成的铝钢混合物焊核,接头平均拉剪强度为4758.9kN,且断裂方式均为拔出断裂。The aluminum-steel mixture weld nugget formed in this example has an average tensile shear strength of 4758.9 kN, and the fracture mode is pull-out fracture.

与现有技术相比本发明的优势在于:将钉帽底面设计为凹槽或倾角结构,能够在焊接时将挤出的金属液包含在钉帽内,保证焊接接头美观;将钢钉腿部设计为具有一定壁厚的半空心结构,能够容纳腿部下端多余的轻金属防止金属液飞溅,减小接头变形,同时可通过钉腿长度及内腔大小形状调控焊核各元素比例改善接头性能,增加了工艺的灵活性;采用直接焊接的方式穿透待连接轻合金板,采用单纯焊接过程省去制孔的环节,工艺时间短于1s;拉剪强度可达4758.9kN,相比于同等条件下电阻单元焊接头3200.6kN的拉剪强度提高约48%。Compared with the prior art, the present invention has the advantages that: the bottom surface of the nail cap is designed as a groove or an inclined structure, and the extruded metal liquid can be contained in the nail cap during welding, so as to ensure the appearance of the welded joint; It is designed as a semi-hollow structure with a certain wall thickness, which can accommodate the excess light metal at the lower end of the leg to prevent molten metal from splashing and reduce the deformation of the joint. The flexibility of the process is increased; the light alloy plate to be connected is penetrated by direct welding, the process of making holes is omitted by the simple welding process, and the process time is shorter than 1s; the tensile shear strength can reach 4758.9kN, compared with the same conditions The tensile shear strength of the lower resistance unit welded joint 3200.6kN is increased by about 48%.

上述具体实施可由本领域技术人员在不背离本发明原理和宗旨的前提下以不同的方式对其进行局部调整,本发明的保护范围以权利要求书为准且不由上述具体实施所限,在其范围内的各个实现方案均受本发明之约束。The above-mentioned specific implementation can be partially adjusted by those skilled in the art in different ways without departing from the principle and purpose of the present invention. The protection scope of the present invention is based on the claims and is not limited by the above-mentioned specific implementation. Each implementation within the scope is bound by the present invention.

Claims (2)

1.一种轻合金-钢异种金属材料电阻铆焊方法,其特征在于,利用成分可定制的半空心钢钉在无需预冲孔的情况下直接对异种材料进行焊接,使待连接轻合金板、半空心钢钉及待连接钢板在局部熔化形成金属混合物焊核,获得高强度的异种材料连接接头;1. A light alloy-steel resistance riveting method for dissimilar metal materials, characterized in that the dissimilar materials are directly welded by using semi-hollow steel nails with customizable compositions without pre-punching, so that the light alloy plates to be connected are welded. , The semi-hollow steel nail and the steel plate to be connected are locally melted to form a metal mixture weld nugget to obtain a high-strength dissimilar material connection joint; 所述的半空心钢钉包括:依次连接的钉帽、钉腿和锥角,其中:钉帽和钉腿组成开放式空腔,该开放式空腔的高度大于等于待连接轻合金板的厚度;钉腿长度为待连接轻合金板材总厚度的1.2~2.5倍;The semi-hollow steel nail includes: a nail cap, a nail leg and a taper angle connected in sequence, wherein: the nail cap and the nail leg form an open cavity, and the height of the open cavity is greater than or equal to the thickness of the light alloy plate to be connected ; The length of the nail legs is 1.2 to 2.5 times the total thickness of the light alloy sheet to be connected; 所述的铆焊方法,通过异种金属材料电阻铆焊系统实现,该系统自上而下包括:上电极、半空心钢钉、待连接轻合金板、待连接钢板以及下电极;The riveting welding method is realized by a resistance riveting welding system of dissimilar metal materials, the system includes from top to bottom: an upper electrode, a semi-hollow steel nail, a light alloy plate to be connected, a steel plate to be connected, and a lower electrode; 所述的异种材料连接接头,通过以下方式实现连接:The dissimilar material connection joints are connected by the following methods: 步骤1)预压阶段:将半空心钢钉置于待连接板材组合的轻合金侧,并通过上电极和下电极施加预压力使半空心钢钉、待连接轻合金板、待连接钢板之间接触并形成导电通路;Step 1) Preloading stage: place the semi-hollow steel nail on the light alloy side of the combination of the plates to be connected, and apply pre-pressure through the upper electrode and the lower electrode to make the semi-hollow steel nail, the light alloy plate to be connected, and the steel plate to be connected between the contact and form a conductive path; 步骤2)穿刺阶段:施加焊接电流软化待连接轻合金板,半空心钢钉在电极压力作用下刺穿待连接轻合金板,并与待连接钢板紧密接触;Step 2) Piercing stage: applying welding current to soften the light alloy plate to be connected, the semi-hollow steel nail pierces the light alloy plate to be connected under the action of electrode pressure, and is in close contact with the steel plate to be connected; 步骤3)焊接阶段:改变电极压力和电流,以一定的持续时间产生电阻热,实现待连接钢板、钢钉下端及空腔中截留轻合金板材料在钢钉的开放式空腔内熔化;Step 3) Welding stage: changing the electrode pressure and current to generate resistance heat for a certain duration, so that the steel plate to be connected, the lower end of the steel nail and the light alloy plate material retained in the cavity are melted in the open cavity of the steel nail; 步骤4)冷却阶段:通过电极帽施加保压力,熔核在水冷铜电极作用下凝固形成铆焊接头。Step 4) Cooling stage: the holding pressure is applied through the electrode cap, and the nugget solidifies under the action of the water-cooled copper electrode to form a riveted joint. 2.根据权利要求1所述的电阻铆焊方法,其特征是,所述的与待连接钢板紧密接触,其接触判定方式采用以下任意一种操作或其组合以确定,以防止钢钉压溃:2. The electric resistance riveting welding method according to claim 1, characterized in that, the said steel plate is in close contact with the steel plate to be connected, and its contact determination method adopts any one of the following operations or a combination thereof to determine to prevent the steel nail from crushing : a)钢钉位移为待连接轻合金板厚度的1.0~1.2倍;a) The displacement of the steel nail is 1.0 to 1.2 times the thickness of the light alloy plate to be connected; b)根据经验设定刺穿阶段的时间;b) Set the time of the piercing phase according to experience; 所述的冷却阶段开始判定方式采用以下任意一种操作或其组合以确定,以防止钉帽对待连接轻合金板的过度软化和减薄:The cooling stage start determination method is determined by any one of the following operations or a combination thereof, so as to prevent excessive softening and thinning of the nail cap to be connected to the light alloy plate: a)钉帽底面与待连接轻合金板材料形成接触;a) The bottom surface of the nail cap is in contact with the light alloy plate material to be connected; b)根据经验设定焊接阶段的时间。b) Set the time of the welding stage based on experience.
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