常见焊接缺陷及检验方法课件.ppt
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1、关于常见焊接缺陷及检验方法第1页,此课件共94页哦Volvo Construction Equipment2010-1-11一、焊接缺陷一、焊接缺陷定义:在焊接过程中,在焊接接头中产生的不符合标准要求的缺陷,称为焊接缺陷。分类;依据GB641786,可将缺陷分为以下六类:裂纹 孔穴 固体夹杂 未熔合和未焊透 形状缺陷 其他缺陷。第2页,此课件共94页哦Volvo Construction Equipment2010-1-11焊接缺陷的特征及分布焊接缺陷的特征及分布一、裂纹依照裂纹产生的温度范围划分:热裂纹:可分为 结晶裂纹 液化裂纹 高温失塑裂纹 (原因分析)冷裂纹:主要产生于焊接热影响区 (
2、氢的作用)在热裂纹:工件焊接后再次被加热 到一定温度下 (消应力热处理 多层焊 服役期)第3页,此课件共94页哦Volvo Construction Equipment42010-1-11母材中的夹层导致的裂纹母材中的夹层导致的裂纹由于板材在轧制过程中出现夹层,导致在焊接过程中出现裂纹:层状撕裂第4页,此课件共94页哦Volvo Construction Equipment52010-1-11层状撕裂层状撕裂焊接工艺的调整 接头形式的改善第5页,此课件共94页哦Volvo Construction Equipment62010-1-11二、气孔二、气孔定义:焊接熔池中的气泡在凝固时未能 及时溢
3、出,而留下来所形成的孔穴。分类:依形状分 球形 条虫形 依分布分 孤立 均布 依来源分 析出型 (分析原因)反应型(产生部位 原因)C+O=CO Fe+C=Fe+CO SiO2+2C=Si+2CO 防止措施:1 限制熔池中气体的溶入或产生。(具体措施)2 排除熔池中已溶入的气体。(具体措施)第6页,此课件共94页哦Volvo Construction Equipment72010-1-11三三、固体夹杂、固体夹杂1 夹渣 焊后残留在焊缝中的熔渣 形状 复杂 一般呈线状、长条状、颗粒状及其他形式。部位 主要发生在坡口边缘和每层焊道之间非圆滑过渡的部位。横焊、立焊或仰焊比平焊多。2 夹钨 钨极氩弧
4、焊时,若钨极不慎与熔池接触,使钨的颗粒进入焊缝金属中。在焊接镍铁合金时,形成钨合金,射线探伤很难发现。第7页,此课件共94页哦Volvo Construction Equipment82010-1-11四四、未焊透和未熔合、未焊透和未熔合1 未焊透 焊接时母材金属之间应该熔合而未焊上的部分。部位:单面焊的坡口根部、双面焊的坡口钝边。危害:较大的应力集中,在其末端产生裂纹。2 未熔合 焊缝金属与母材、焊缝金属与焊道金属之间未完全熔化结合的部分。第8页,此课件共94页哦Volvo Construction Equipment92010-1-11五、形状缺陷五、形状缺陷形状缺陷包括:1 错边、角变形
5、 2 咬边 3 焊瘤 4 烧穿和下塌 5 焊缝尺寸、形状不合要求 6 其他缺陷 第9页,此课件共94页哦Volvo Construction Equipment2010-1-11错边错边定义:由于两个焊件没有对正而造成板的中心线平行偏差成因成因:粗心.不同厚度的母材焊接 厚度过渡预防预防:改善工艺.改变厚度过渡的过度角度。修补修补:打磨.在错边不严重时可采用打磨的方法来处理(板材).管材内部错边较难处理.第10页,此课件共94页哦Volvo Construction Equipment2010-1-11咬边定义定义:由于焊接参数选择或操作不当,沿焊趾的母材部位产生的沟槽或凹陷成因成因:电流过大
6、、电流过大、焊条角度不合适、电弧过长。预防措施预防措施:清除焊缝两侧铁锈 焊接位置 立焊 仰焊时较易出现咬边的情况修补修补:选用较小的焊条、最好是打磨或挖凿后用低氢 焊条来补焊.第11页,此课件共94页哦Volvo Construction Equipment2010-1-11焊瘤焊瘤定义:焊接过程中,熔化金属流淌到焊缝之外未熔化的 母材上所形成的金属瘤。(图)位置:焊瘤存在于焊缝表面,在其下面往往伴随着未熔 合、未焊透等缺陷。危害:由于金属的堆积使焊缝的几何形状发生变化,造 成应力集中。第12页,此课件共94页哦Volvo Construction Equipment132010-1-11烧
7、穿和下塌烧穿和下塌定义:焊接过程中,熔化金属自坡口背面流出,形成穿孔的缺陷。烧穿易发生在第一道焊道及薄板对接焊缝或管子对接焊缝中。烧穿的周围常伴有气孔、夹渣焊瘤及未焊透等缺陷。下塌:穿过单层焊缝根部,或在多层焊接接头中穿 过前道熔敷金属塌落的过量焊缝金属。(图)第13页,此课件共94页哦Volvo Construction Equipment142010-1-11不规则的焊缝尺寸、形状不规则的焊缝尺寸、形状Concavity 凹陷凹陷第14页,此课件共94页哦Volvo Construction Equipment152010-1-11Convexity 凸出凸出第15页,此课件共94页哦Vo
8、lvo Construction Equipment2010-1-11其他缺陷其他缺陷1 电弧擦伤 2 飞溅第16页,此课件共94页哦Volvo Construction Equipment172010-1-11第17页,此课件共94页哦Volvo Construction Equipment2010-1-11二、焊接检验二、焊接检验1 焊接检验的分类:2 3 (1)破坏性检验4 5 (2)非破坏性检验6 7 (3)声发射检测第18页,此课件共94页哦Volvo Construction Equipment192010-1-11无损检验无损检验射线检测超声检测磁粉检测渗透检测涡流检测第19页,
9、此课件共94页哦Volvo Construction Equipment202010-1-11射线检测射线检测射线探伤的实质 根据被检工件与其内部缺陷介质对射线的衰减不同,而引起的射线透照之后到达底片上的强度不同,从而造成底片“感光”程度不同将缺陷在底片上反映出来。Some examples (药皮、药渣、厚度方向缺陷不灵敏)第20页,此课件共94页哦Volvo Construction Equipment212010-1-11射线的本质射线的本质X射线 射线 高频电磁波(光子)第21页,此课件共94页哦Volvo Construction Equipment222010-1-11超声波检测超
10、声波检测超声波检测:是利用超声波在物体中的传播、反射和衰减等物理特性来发现缺陷的一种探伤方式。声波(人类的听觉)次声波(地震、核武器)超声波(0.510MHz)(图 Example)探头 (45 平)耦合剂 (探头不接触工件表面)第22页,此课件共94页哦Volvo Construction Equipment232010-1-11渗透检测渗透检测渗透检测:利用带有荧光染料或红色染料渗透剂的渗透作用,显示缺陷痕迹的无损检验方法。用途:用于各种金属材料和非金属材料构件表面开口缺陷的检验。第23页,此课件共94页哦Volvo Construction Equipment242010-1-11渗透检
11、验的原理渗透检验的原理1 毛细作用2 两平行板间的毛细现象第24页,此课件共94页哦Volvo Construction Equipment252010-1-11声发射探伤技术声发射探伤技术第25页,此课件共94页哦Volvo Construction Equipment2010-1-11第26页,此课件共94页哦Volvo Construction Equipment2010-1-11第27页,此课件共94页哦Volvo Construction Equipment2010-1-11Removing a root pass by grinding1.Recreate the groove g
12、eometry as closely as possible.2.Use a saw or die grinder and 1.5mm/1/16”3.0mm/1/8”cut off wheel to recreate root opening.Remember repairs are sometimes required to be made with a smaller electrode.3.Open the groove angle.Be careful to leave the proper root face dimension.4.Feather the start and sto
13、p to blend smoothly into and out of the existing weld.第28页,此课件共94页哦Volvo Construction Equipment2010-1-11第29页,此课件共94页哦Volvo Construction Equipment2010-1-11Excessive Concavity or ConvexityDefinition:Concavity or convexity of a fillet weld which exceeds the specified allowable limits Cause:Amperage and
14、 travel speedPrevention:Observe proper parameters and techniques.Repair:Grind off or weld on.Must blend smoothly into the base metal.第30页,此课件共94页哦Volvo Construction Equipment2010-1-11Concavity第31页,此课件共94页哦Volvo Construction Equipment2010-1-11Convexity第32页,此课件共94页哦Volvo Construction Equipment2010-1-1
15、1ReinforcementExcessive Insufficient Improper contourFace ReinforcementRoot ReinforcementThe amount of a groove weld which extends beyond the surface of the plate第33页,此课件共94页哦Volvo Construction Equipment2010-1-11Excessive ReinforcementDefinition:Specifically defined by the standard.Typically,Reinfor
16、cement should be flush to 1.5mm/1/16”(pipe)or flush to 3.0mm/1/8”(plate or structural shapes).Cause:Travel speed too slow,amperage too lowPrevention:Set amperage and travel speed on scrap plate.Repair:Remove excessive reinforcement and feather the weld toes to a smooth transition to the base plate.第
17、34页,此课件共94页哦Volvo Construction Equipment2010-1-11Definition:Specifically defined by the standard.Typically,Underfill may be up to 5%of metal thickness not to exceed 0.80mm/1/32”as long as the thickness is made up in the opposite reinforcement.Not applied to fillet welds.Cause:On root reinforcement-T
18、oo little filler metal will cause thinning of the filler metal.In OH position,too hot or too wide will cause drooping of the open root puddle.Prevention:Use proper welding technique.Use backing or consumable inserts.Use back weld or backing.Repair:Possibly simply increase the face reinforcement.If b
19、ackwelding is not possible,must remove and reweld.Insufficient Reinforcement第35页,此课件共94页哦Volvo Construction Equipment2010-1-11Definition:When the weld exhibits less than a 1350 transition angle at the weld toe.Cause:Poor welding techniquePrevention:Use proper techniques.A weave or whip motion can of
20、ten eliminate the problem.Repair:The weld face must be feathered into the base plate.1350Improper Weld Contour第36页,此课件共94页哦Volvo Construction Equipment2010-1-11OverlapDefinition:When the face of the weld extends beyond the toe of the weldCause:Improper welding technique.Typically,electrode angles an
21、d travel speed.Prevention:Overlap is a contour problem.Proper welding technique will prevent this problem.Repair:Overlap must be removed to blend smoothly into the base metal.Be careful of deep grind marks that run transverse to the load.Also be careful of fusion discontinuities hidden by grinding.U
22、se NDT to be sure.第37页,此课件共94页哦Volvo Construction Equipment2010-1-11OverlapOverlap is measured with a square edge such as a 152.4mm/6”rule.No amount of overlap is typically allowed.Amount of overlap not determined by codes.第38页,此课件共94页哦Volvo Construction Equipment2010-1-11Burn-through(non-standard)D
23、efinition:When an undesirable open hole has been completely melted through the base metal.The hole may or may not be left open.Cause:Excessive heat input.Prevention:Reduce heat input by increasing travel speed,use of a heat sink,or by reducing welding parameters.Repair:Will be defined by standards.F
24、illing may suffice.Otherwise,removal and rewelding may be required.Some standards may require special filler metal and/or PWHT.第39页,此课件共94页哦Volvo Construction Equipment2010-1-11Incomplete or Insufficient PenetrationDefinition:When the weld metal does not extend to the required depth into the joint r
25、ootCause:Low amperage,low preheat,tight root opening,fast travel speed,short arc length.Prevention:Correct the contributing factor(s).Repair:Back gouge and back weld or remove and reweld.第40页,此课件共94页哦Volvo Construction Equipment2010-1-11Incomplete FusionDefinition:Where weld metal does not form a co
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