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CN118875590A - Multi-layer multi-pass welding planning method, computer equipment and readable storage medium - Google Patents

Multi-layer multi-pass welding planning method, computer equipment and readable storage medium Download PDF

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CN118875590A
CN118875590A CN202411348714.1A CN202411348714A CN118875590A CN 118875590 A CN118875590 A CN 118875590A CN 202411348714 A CN202411348714 A CN 202411348714A CN 118875590 A CN118875590 A CN 118875590A
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welding
weld
control system
layer
height
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CN118875590B (en
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成应晋
马晓阳
杜义
孙磊
廖志谦
彭冀湘
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Luoyang Shipbuilding Materials Research Institute 725th Research Institute Of China Shipbuilding Corp
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23KSOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
    • B23K37/00Auxiliary devices or processes, not specially adapted for a procedure covered by only one of the other main groups of this subclass
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23KSOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
    • B23K37/00Auxiliary devices or processes, not specially adapted for a procedure covered by only one of the other main groups of this subclass
    • B23K37/02Carriages for supporting the welding or cutting element
    • B23K37/0252Steering means

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  • Optics & Photonics (AREA)
  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)

Abstract

本发明涉及焊接自动化技术领域,本发明提供一种多层多道焊接规划方法、计算机设备及可读存储介质,多层多道焊接规划方法包括以下步骤:S1、视觉识别系统获取铸钢厚板的厚度和特征尺寸,并将这些数据传送至工艺数据库、控制系统;S2、工艺数据库基于铸钢厚板的厚度和特征尺寸确定打底焊道高度h0、填充、盖面焊道高度ha和焊缝填充面积A0,并将这些数据传送至控制系统;S3、控制系统结合等高度和等面积假设、打底焊道高度h0、填充、盖面焊道高度ha和焊缝填充面积A0确定焊接层数、焊缝道数和多层多道焊接顺序。本发明所述的多层多道焊接规划方法,适用于所有的坡口形状的焊接;且能够实现多层多道焊接规划方法的持续改进。

The present invention relates to the field of welding automation technology. The present invention provides a multi-layer multi-pass welding planning method, a computer device and a readable storage medium. The multi-layer multi-pass welding planning method comprises the following steps: S1, a visual recognition system obtains the thickness and characteristic size of a cast steel thick plate, and transmits these data to a process database and a control system; S2, the process database determines the base weld height h 0 , the filling and cap weld heights ha and the weld fill area A 0 based on the thickness and characteristic size of the cast steel thick plate, and transmits these data to the control system; S3, the control system determines the number of welding layers, the number of weld passes and the multi-layer multi-pass welding sequence by combining the equal height and equal area assumptions, the base weld height h 0 , the filling and cap weld heights ha and the weld fill area A 0. The multi-layer multi-pass welding planning method of the present invention is applicable to welding of all groove shapes and can achieve continuous improvement of the multi-layer multi-pass welding planning method.

Description

一种多层多道焊接规划方法、计算机设备及可读存储介质Multi-layer multi-pass welding planning method, computer equipment and readable storage medium

技术领域Technical Field

本发明涉及焊接自动化技术领域,具体而言,涉及一种多层多道焊接规划方法、计算机设备及可读存储介质。The present invention relates to the technical field of welding automation, and in particular to a multi-layer and multi-pass welding planning method, a computer device and a readable storage medium.

背景技术Background Art

大型船舶艉轴架、挂舵臂部位采用大壁厚铸钢件作为刚性节点,并涉及到与主船体之间,以及铸钢之间的焊接。其中铸钢与铸钢之间的焊接接头厚度可达50~300mm厚,由于焊接和铸造厚板一旦开裂,则很难止裂,其焊缝质量和焊接性能是装备安全的重要保证。厚板接头需要多层多道焊接填充,这种焊缝焊接劳动强度大,重复性高,焊接质量难以保证足够的稳定性,且生产效率低下。The stern shaft frame and rudder arm of large ships use thick steel castings as rigid nodes, and involve welding with the main hull and between cast steels. The thickness of the welded joints between cast steels can reach 50~300mm. Once cracks occur in welding and casting thick plates, it is difficult to stop the cracks. The quality and performance of the welds are important guarantees for equipment safety. Thick plate joints require multi-layer and multi-pass welding filling. This type of weld is labor-intensive and repetitive, and it is difficult to ensure sufficient stability of welding quality, and the production efficiency is low.

用多层多道焊接代替人工焊接是今后船体结构厚板结构多层多道焊接的普遍趋势。但是,该技术在船舶结构多层多道焊缝中还没有得到较好的实际应用,具体体现在:目前船厂多层多道装备大多为“示教—再现”自动化焊接模式,无法根据现场情况自主纠正焊接轨迹或调整工艺参数,缺乏对外界环境的感知和反馈能力。由于实际焊接过程中焊缝的位置和焊缝形貌会发生变化,随着焊层的增加,累积误差超过工作要求,焊接多层多道在焊接过程中极有可能发生焊接轨迹的偏离或焊接参数不匹配情况,导致焊接失败;加之每道焊接都需要通过示教器示教来规划焊接轨迹,造成了示教用时是焊接用时的好几倍,效率甚至低于人工焊接。而部分多层多道自动焊虽然采用免示教的离线编程方法实现厚板多层多道焊接,但是其使用双面不清根焊接方法,不易保证厚板焊根性能水平。Replacing manual welding with multi-pass welding is a general trend for multi-pass welding of thick plate structures of hull structures in the future. However, this technology has not been well applied in the multi-pass welds of ship structures. Specifically, most of the multi-pass equipment in shipyards is in the "teaching-reproduction" automatic welding mode, which cannot automatically correct the welding trajectory or adjust the process parameters according to the on-site conditions, and lacks the ability to perceive and feedback the external environment. Since the position and morphology of the weld will change during the actual welding process, as the welding layer increases, the cumulative error exceeds the work requirements. It is very likely that the welding trajectory will deviate or the welding parameters will not match during the welding process, resulting in welding failure; in addition, each welding needs to be planned through the teaching pendant teaching trajectory, resulting in the teaching time being several times the welding time, and the efficiency is even lower than that of manual welding. Although some multi-pass automatic welding uses the offline programming method without teaching to achieve multi-pass welding of thick plates, it uses the double-sided root cleaning welding method, which is not easy to ensure the performance level of the thick plate weld root.

现有技术中公开号CN112276390A的专利公开了一种厚板大坡口多层多道焊轨迹规划方法,该方法首后获取待焊工件的坡口尺寸信息,根据坡口角度、板材特性确定焊接时打底焊、填充焊和盖面焊的焊接参数;根据打底焊、填充焊和盖面焊的焊接参数确定相应的打底焊层、填充焊层和盖面焊层各层的层高、焊道截面积以及焊道宽度;确定打底焊层、填充焊层和盖面焊层各层的焊接层数以及每层的焊接道数;除打底焊层外,在焊接填充焊层和盖面焊层的每一层时采用对称型焊接方式,同时结合焊接道数确定每层的最后一道,并确定每层最后一道的摆焊参数对其进行摆焊。该专利虽然明解决了现如今由于机器人焊接之前手动示教造成的焊接效率低和焊接质量不稳定等问题;但该方法仅适用V型或者Y型坡口的焊接,无法实现多层多道焊接规划方法的持续改进;此外,并非双面焊接,与工程实际情况不符合,且焊接填充顺序为两边向中间,不一定适用于所有多层多道焊接情况。The patent with publication number CN112276390A in the prior art discloses a multi-layer and multi-pass welding trajectory planning method for thick plates with large grooves. The method first obtains the groove size information of the workpiece to be welded, and determines the welding parameters of the base weld, the filling weld and the cover weld during welding according to the groove angle and the characteristics of the plate; determines the layer height, weld cross-sectional area and weld width of the corresponding base weld layer, the filling weld layer and the cover weld layer according to the welding parameters of the base weld, the filling weld and the cover weld; determines the number of welding layers of the base weld layer, the filling weld layer and the cover weld layer and the number of welding passes for each layer; except for the base weld layer, a symmetrical welding method is adopted when welding each layer of the filling weld layer and the cover weld layer, and at the same time, the last pass of each layer is determined in combination with the number of welding passes, and the weaving welding parameters of the last pass of each layer are determined to perform weaving welding. Although this patent clearly solves the current problems of low welding efficiency and unstable welding quality caused by manual teaching before robot welding; however, this method is only applicable to the welding of V-shaped or Y-shaped grooves, and cannot achieve continuous improvement of multi-layer and multi-pass welding planning methods; in addition, it is not double-sided welding, which is inconsistent with the actual engineering situation, and the welding filling order is from both sides to the middle, which may not be applicable to all multi-layer and multi-pass welding situations.

有鉴于此,特提出本发明。In view of this, the present invention is proposed.

发明内容Summary of the invention

本发明的目的在于提出一种多层多道焊接规划方法、计算机设备及可读存储介质,以解决现有技术中仅适用V型或者Y型坡口的焊接,无法实现多层多道焊接规划方法的持续改进的问题。The purpose of the present invention is to propose a multi-layer multi-pass welding planning method, computer equipment and readable storage medium to solve the problem that the prior art is only applicable to V-shaped or Y-shaped groove welding and cannot achieve continuous improvement of the multi-layer multi-pass welding planning method.

为达到上述目的,本发明的技术方案是这样实现的:To achieve the above object, the technical solution of the present invention is achieved as follows:

一种多层多道焊接规划方法,所述多层多道焊接规划方法适用于铸钢厚板对接接头机器人,所述铸钢厚板对接接头机器人包括工艺数据库、视觉识别系统、焊接系统和控制系统,所述多层多道焊接规划方法包括以下步骤:A multi-layer multi-pass welding planning method, the multi-layer multi-pass welding planning method is applicable to a cast steel thick plate butt joint robot, the cast steel thick plate butt joint robot comprises a process database, a visual recognition system, a welding system and a control system, the multi-layer multi-pass welding planning method comprises the following steps:

S1、视觉识别系统获取铸钢厚板的厚度和特征尺寸,并将这些数据传送至工艺数据库、控制系统;S1. The visual recognition system obtains the thickness and characteristic dimensions of the cast steel plate and transmits these data to the process database and control system;

S2、工艺数据库基于铸钢厚板的厚度和特征尺寸确定打底焊道高度h0、填充、盖面焊道高度ha和焊缝填充面积A0,并将这些数据传送至控制系统;S2. The process database determines the base weld height h 0 , the filler and cap weld heights ha and the weld fill area A 0 based on the thickness and characteristic dimensions of the cast steel thick plate, and transmits these data to the control system;

S3、控制系统结合等高度和等面积假设、打底焊道高度h0、填充、盖面焊道高度ha和焊缝填充面积A0确定焊接层数、焊缝道数和多层多道焊接顺序。S3. The control system determines the number of welding layers, the number of weld passes and the multi-layer and multi-pass welding sequence based on the assumptions of equal height and equal area, the base weld height h 0 , the filling and cap weld heights ha and the weld filling area A 0 .

进一步的,在步骤S1中,所述特征尺寸包括焊接位置、坡口形状、坡口角度、先焊面实际总高度HFurthermore, in step S1, the characteristic dimensions include welding position, groove shape, groove angle, and actual total height Hfirst of the first welding surface.

进一步的,步骤S3包括以下步骤:Further, step S3 includes the following steps:

S31、清根前先焊面焊接规划;S31, weld surface welding plan before root cleaning;

S32、清根;S32, root cleaning;

S33、后焊面焊接规划;S33, rear welding surface welding planning;

S34、清根后先焊面焊接规划。S34, weld the surface first after root cleaning.

进一步的,步骤S31包括如下步骤:Further, step S31 includes the following steps:

S311、控制系统绘制先焊面两侧轮廓线并得到不同高度对应坡口宽度LS311, the control system draws the contour lines on both sides of the welding surface and obtains the groove width L corresponding to different heights;

S312、控制系统基于等高度假设、打底焊道高度h0、填充、盖面焊道高度ha、先焊面实际总高度H计算先焊面填充及盖面预估总层数n,公式为:n=(H-h0)/haS312, the control system calculates the estimated total number of layers nfirst of the first welding surface filling and covering based on the equal height assumption, the base weld height h 0 , the filling and covering weld heights h a , and the actual total height H first of the first welding surface, and the formula is: nfirst =(H first -h 0 )/ ha ;

S313、控制系统基于先焊面填充及盖面预估总层数n计算先焊面预估焊缝高度h′=(H-h0)/n,然后控制系统基于先焊面预估焊缝高度h′、填充、盖面焊道高度ha确定先焊面填充、盖面抬升量hS313, the control system calculates the estimated weld height of the first weld surface hfirst ′=( Hfirst -h 0 )/ nfirst based on the estimated total number of layers nfirst of the first weld surface filling and cover surface, and then the control system determines the first weld surface filling and cover surface lifting amount hfirst based on the estimated weld height hfirst ′ of the first weld surface and the heights of the filling and cover surface welds h a ;

S314、控制系统计算清根前先焊面每层焊道高度,并确定清根前先焊面焊接层数n1S314, the control system calculates the height of each weld bead of the first weld surface before root cleaning, and determines the number of welding layers n 1 of the first weld surface before root cleaning;

S315、控制系统基于清根前先焊面每层焊道高度、不同高度对应的坡口宽度L和坡口形状计算清根前先焊面每层焊缝填充面积A先1S315, the control system calculates the weld filling area A first of each layer of the weld surface before root cleaning based on the weld height of each layer of the weld surface before root cleaning, the groove width L first corresponding to different heights, and the groove shape;

S316、控制系统基于等面积假设确定清根前先焊面每层的焊缝道数m先1,m先1=A先1/A0S316, the control system determines the number of weld passes mxian1 of each layer of the first weld surface before root cleaning based on the equal area assumption, mxian1 = Axian1 / A0 ;

S317、控制系统判断是否tag=1,若是,则进入步骤S318;若否,直接则进入步骤S319;S317, the control system determines whether tag=1, if yes, it goes to step S318; if no, it goes directly to step S319;

S318、加一层盖面,道数比原盖面层的道数多1道,进入步骤S319;S318, add a layer of cover, the number of layers is one more than the number of layers of the original cover, and go to step S319;

S319、控制系统确定清根前先焊面多层多道焊接顺序,焊接位置若为立对接,则采用立焊,从两侧向中间的施焊顺序;焊接位置若为平对接,则采用平焊,从一侧向另一侧的施焊顺序,焊到第n1层。S319. The control system determines the multi-layer and multi-pass welding sequence of the welding surface before root cleaning. If the welding position is vertical butt welding, vertical welding is adopted, and the welding sequence is from both sides to the middle; if the welding position is flat butt welding, flat welding is adopted, and the welding sequence is from one side to the other side, and welding is carried out to the n1th layer.

进一步的,步骤S33包括如下步骤:Further, step S33 includes the following steps:

S331、控制系统绘制后焊面两侧轮廓线并得到不同高度对应坡口宽度LS331, the control system draws the contour lines on both sides of the rear welding surface and obtains the groove width L corresponding to different heights;

S332、控制系统基于等高度假设、打底焊道高度h0、填充、盖面焊道高度ha、后焊面实际总高度H计算后焊面填充及盖面预估总层数n,公式为:n=(H-h0)/haS332, the control system calculates the estimated total number of layers n of the back weld filling and cover based on the equal height assumption, the base weld height h 0 , the filling and cover weld heights h a , and the actual total height H back of the back weld, and the formula is: n back = (H back - h 0 ) / h a ;

S333、控制系统基于后焊面填充及盖面预估总层数n计算后焊面预估焊缝高度h′=(H-h0)/n,然后控制系统基于后焊面预估焊缝高度h′、填充、盖面焊道高度ha确定后焊面填充、盖面抬升量hS333, the control system calculates the estimated weld height of the rear weld surface hafter=( Hafter - h0 )/ nafter based on the estimated total number of layers nafter of the rear weld surface filling and capping, and then the control system determines the rear weld surface filling and capping lifting amount hafter based on the estimated weld height hafter , the filling and capping weld heights h a ;

S334、控制系统计算后焊面每层焊道高度;S334, the control system calculates the height of each weld bead on the rear welding surface;

S335、控制系统基于后焊面每层焊道高度、不同高度对应的坡口宽度L和坡口形状计算后焊面每层焊缝填充面积AS335, the control system calculates the weld filling area A of each layer of the rear weld surface based on the height of each weld bead of the rear weld surface, the groove width L corresponding to different heights, and the groove shape;

S336、控制系统基于等面积假设确定后焊面每层的焊缝道数m,m=A/A0S336, the control system determines the number of weld passes m after each layer of the rear welding surface based on the equal area assumption, m after = A after / A 0 ;

S337、控制系统判断是否tag=1,若是,则进入步骤S338;若否,直接则进入步骤S339;S337, the control system determines whether tag=1, if yes, it goes to step S338; if no, it goes directly to step S339;

S338、加一层盖面,道数比原盖面层的道数多1道,进入步骤S339;S338, add a layer of cover, the number of layers is one more than the number of layers of the original cover, and go to step S339;

S339、控制系统确定后焊面多层多道焊接顺序,焊接位置若为立对接,则采用立焊,从两侧向中间的施焊顺序;焊接位置若为平对接,则采用平焊,从一侧向另一侧的施焊顺序。S339. The control system determines the multi-layer and multi-pass welding sequence of the rear welding surface. If the welding position is vertical butt welding, vertical welding is adopted, and the welding sequence is from both sides to the middle; if the welding position is flat butt welding, flat welding is adopted, and the welding sequence is from one side to the other side.

进一步的,步骤S34包括以下步骤:Further, step S34 includes the following steps:

S341、控制系统确定清根后先焊面焊接层数n2=n-n1S341, the control system determines the number of welding layers of the first welding surface after root cleaning n 2 =n first -n 1 ;

S342、控制系统计算清根后先焊面每层焊缝填充面积A先2S342, the control system calculates the fill area A of each layer of the weld on the first weld surface after root cleaning 2 ;

S343、控制系统基于等面积假设确定清根后先焊面每层的焊缝道数m先2,m先2=A先2/A0S343, the control system determines the number of weld passes mxian2 of each layer of the first welding surface after root cleaning based on the equal area assumption, where mxian2 = Axian2 / A0 ;

S344、控制系统确定清根后先焊面多层多道焊接顺序,焊接位置若为立对接,则采用立焊,从两侧向中间的施焊顺序;焊接位置若为平对接,则采用平焊,从一侧向另一侧的施焊顺序。S344. The control system determines the multi-layer and multi-pass welding sequence of the first welding surface after root cleaning. If the welding position is vertical butt welding, vertical welding is adopted, and the welding sequence is from both sides to the middle; if the welding position is flat butt welding, flat welding is adopted, and the welding sequence is from one side to the other side.

进一步的,步骤S313包括如下步骤:Further, step S313 includes the following steps:

S3131、控制系统计算先焊面预估焊缝高度h′=(H-h0)/nS3131, the control system calculates the estimated weld height of the first weld surface hfirst ′=( Hfirst -h 0 )/ nfirst ;

S3132、控制系统判断是否0.9ha<h′<1.1ha,若是,则进入步骤S3133,若否,则进入步骤S3134;S3132, the control system determines whether 0.9ha < hfirst '< 1.1ha , if yes, proceeds to step S3133, if no, proceeds to step S3134;

S3133、先焊面填充、盖面抬升量h=h′,tag=0;S3133, first weld surface filling, cover surface lifting amount hfirst = hfirst ′, tag=0;

S3134、控制系统判断是否h′<0.9ha,若是,则进入步骤S3135,若否,则进入步骤S3136;S3134, the control system determines whether h first ′<0.9 h a , if so, it proceeds to step S3135, if not, it proceeds to step S3136;

S3135、先焊面填充、盖面抬升量h=ha,tag=0;S3135, first weld surface filling, cover surface lifting amount h first = h a , tag = 0;

S3136、先焊面填充、盖面抬升量h=ha,tag=1。S3136, fill the weld surface first, and lift the cover surface by the amount h first = ha , tag = 1.

进一步的,步骤S333包括如下步骤:Further, step S333 includes the following steps:

S3331、控制系统计算后焊面预估焊缝高度h′=(H-h0)/nS3331, the control system calculates the estimated weld height of the rear weld surface hhou ′=( Hhou -h 0 )/ nhou ;

S3332、控制系统判断是否0.9ha<h′<1.1ha,若是,则进入步骤S3333,若否,则进入步骤S3334;S3332, the control system determines whether 0.9ha < hafter '< 1.1ha , if so, proceeds to step S3333, if not, proceeds to step S3334;

S3333、后焊面填充、盖面抬升量h=h′,tag=0;S3333, rear welding surface filling, cover lifting amount hafter = hafter ′, tag=0;

S3334、控制系统判断是否h′<0.9ha,若是,则进入步骤S3335,若否,则进入步骤S3336;S3334, the control system determines whether hhou ′<0.9h a , if so, proceeds to step S3335, if not, proceeds to step S3336;

S3335、后焊面填充、盖面抬升量h=ha,tag=0;S3335, after welding surface filling, cover lifting amount h after = h a , tag = 0;

S3336、后焊面填充、盖面抬升量h=ha,tag=1。S3336, after welding surface filling, cover surface lifting amount h = ha , tag = 1.

本发明的第二方面,提出一种计算机设备,所述计算机设备包括处理器以及存储器,所述存储器存储有计算机程序,所述计算机程序被处理器读取并运行时,实现任意一项所述的多层多道焊接规划方法的步骤。In a second aspect of the present invention, a computer device is provided, which includes a processor and a memory, wherein the memory stores a computer program, and when the computer program is read and executed by the processor, the steps of any one of the multi-layer and multi-pass welding planning methods are implemented.

本发明的第三方面,提出一种计算机可读存储介质,所述计算机可读存储介质存储有计算机程序,所述计算机程序被处理器读取并运行时,实现任意一项所述的多层多道焊接规划方法的步骤。According to a third aspect of the present invention, a computer-readable storage medium is provided, wherein the computer-readable storage medium stores a computer program, and when the computer program is read and executed by a processor, the steps of any one of the multi-layer and multi-pass welding planning methods are implemented.

相对于现有技术而言,本发明所述的一种多层多道焊接规划方法、计算机设备及可读存储介质具有以下有益效果:Compared with the prior art, the multi-layer multi-pass welding planning method, computer device and readable storage medium described in the present invention have the following beneficial effects:

本发明所述的一种多层多道焊接规划方法、计算机设备及可读存储介质,通过视觉识别系统、工艺数据库的紧密结合,一、可以完成铸钢厚板对接接头机器人多层多道焊接工艺规划,适用范围广,适用于所有的坡口形状;二、完成焊接工艺数据在线自动累积,可以实现多层多道焊接规划方法的持续改进,使多层多道焊接规划方法更具有灵活性和可靠性,能够较好地满足船舶焊接建造数字化转型的需求;三、可保证焊接质量和力学性能且节省人力和焊接成本。The multi-layer and multi-pass welding planning method, computer equipment and readable storage medium described in the present invention, through the close integration of the visual recognition system and the process database, can, firstly, complete the multi-layer and multi-pass welding process planning of the robot for butt joints of cast steel thick plates, and has a wide range of applications, and is suitable for all groove shapes; secondly, complete the online automatic accumulation of welding process data, and realize the continuous improvement of the multi-layer and multi-pass welding planning method, so that the multi-layer and multi-pass welding planning method has more flexibility and reliability, and can better meet the needs of the digital transformation of ship welding construction; thirdly, it can ensure welding quality and mechanical properties and save manpower and welding costs.

附图说明BRIEF DESCRIPTION OF THE DRAWINGS

图1为本发明实施例所述的一种多层多道焊接规划方法的流程示意图之一;FIG1 is a schematic diagram of a process flow of a multi-layer multi-pass welding planning method according to an embodiment of the present invention;

图2为本发明实施例所述的一种多层多道焊接规划方法的坡口结构示意图之一;FIG2 is one of the schematic diagrams of the groove structure of a multi-layer multi-pass welding planning method according to an embodiment of the present invention;

图3为本发明实施例所述的一种多层多道焊接规划方法的流程示意图之二;FIG3 is a second flow chart of a multi-layer multi-pass welding planning method according to an embodiment of the present invention;

图4为本发明实施例所述的一种多层多道焊接规划方法的坡口结构示意图之二;FIG4 is a second schematic diagram of a groove structure of a multi-layer multi-pass welding planning method according to an embodiment of the present invention;

图5为本发明实施例所述的一种多层多道焊接规划方法的坡口结构示意图之三;FIG5 is a third schematic diagram of a groove structure of a multi-layer multi-pass welding planning method according to an embodiment of the present invention;

图6为本发明实施例所述的一种多层多道焊接规划方法的坡口结构示意图之四;FIG6 is a fourth schematic diagram of a groove structure of a multi-layer multi-pass welding planning method according to an embodiment of the present invention;

图7为使用本发明实施例所述的一种多层多道焊接规划方法对铸钢厚板对接接头的焊接实物图。FIG. 7 is a physical picture of welding a butt joint of a cast steel thick plate using a multi-layer and multi-pass welding planning method described in an embodiment of the present invention.

具体实施方式DETAILED DESCRIPTION

需要说明的是,在不冲突的情况下,本发明中的实施例及实施例中的特征可以相互组合。在本发明的实施例中所提到的“第一”、“第二”等的描述仅用于描述目的,而不能理解为指示或暗示其相对重要性或者隐含指明所指示的技术特征的数量。由此,限定有“第一”、“第二”的特征可以明示或者隐含地包括至少一个该特征。另外,各个实施例之间的技术方案可以相互结合,但是必须是以本领域普通技术人员能够实现为基础,当技术方案的结合出现相互矛盾或无法实现时应当认为这种技术方案的结合不存在,也不在本发明要求的保护范围之内。It should be noted that, in the absence of conflict, the embodiments of the present invention and the features in the embodiments can be combined with each other. The descriptions of "first", "second", etc. mentioned in the embodiments of the present invention are only for descriptive purposes, and cannot be understood as indicating or implying their relative importance or implicitly indicating the number of technical features indicated. Therefore, the features defined as "first" and "second" may explicitly or implicitly include at least one of the features. In addition, the technical solutions between the various embodiments can be combined with each other, but they must be based on the ability of ordinary technicians in the field to implement them. When the combination of technical solutions is contradictory or cannot be implemented, it should be deemed that such a combination of technical solutions does not exist and is not within the scope of protection required by the present invention.

下面将参考附图并结合实施例来详细说明本发明。The present invention will be described in detail below with reference to the accompanying drawings and in conjunction with embodiments.

本发明针对船舶结构未来自动化焊接需求,以ZG230-450H厚板平对接和立对接的X型坡口和U型坡口为对象,开发了焊接机器人的多层多道轨迹规划方法:首先基于人工焊接工艺的历史记录,确定了焊接接头的特征尺寸测量数据和偏移量;进而结合等高度和等面积假设,确定工艺参数对应的焊接层数、道数;最后再确定多层多道焊接顺序。在此基础上与计算机设备和存储介质相集成。Aiming at the future demand for automated welding of ship structures, the present invention takes the X-shaped groove and U-shaped groove of ZG230-450H thick plate flat butt joint and vertical butt joint as the object, and develops a multi-layer multi-pass trajectory planning method for welding robots: firstly, based on the historical records of manual welding process, the characteristic dimension measurement data and offset of the welding joint are determined; then, combined with the equal height and equal area assumptions, the number of welding layers and passes corresponding to the process parameters are determined; finally, the multi-layer multi-pass welding sequence is determined. On this basis, it is integrated with computer equipment and storage media.

本发明的目的是针对船用铸钢件厚板结构多层多道自动焊面临的问题,开发了一种适用于铸钢件厚板大坡口多层多道自动焊接规划方法,及其计算和存储介质等。具有适用范围广,应用简单,可保证焊接质量和力学性能且节省人力和焊接成本等特点。且与工艺数据库相连接,可以实现自动焊规划方案的持续改进,能够较好地满足船舶焊接建造数字化转型的需求。The purpose of the present invention is to address the problems faced by multi-layer and multi-pass automatic welding of thick plate structures of marine steel castings, and to develop a multi-layer and multi-pass automatic welding planning method suitable for thick plate large grooves of steel castings, as well as its calculation and storage medium. It has the characteristics of wide application range, simple application, guaranteed welding quality and mechanical properties, and saving manpower and welding costs. And connected with the process database, it can realize the continuous improvement of the automatic welding planning scheme, which can better meet the needs of digital transformation of ship welding construction.

本申请的主要方法流程如图1。The main method flow of this application is shown in Figure 1.

具体而言,首先是基于实际产品或者焊接工艺性试验积累的焊接数据,估计典型工艺参数下多层多道焊接打底、填充和盖面焊的焊道高度,基于焊道高度确定先焊面多层多道焊接层数,随后通过等高度假设,确定先焊面填充和盖面焊道规划高度,并估计后续焊接过程中的累积误差;基于先焊面各层焊道高度给出各层焊道总面积,并根据等面积假设,确定各层焊道的焊缝数量。Specifically, first, based on the welding data accumulated from actual products or welding process tests, the weld heights of multi-layer and multi-pass welding base, filling and capping welds under typical process parameters are estimated, and the number of multi-layer and multi-pass welding layers of the first weld surface is determined based on the weld heights. Subsequently, the planned heights of the filling and capping welds of the first weld surface are determined through the equal height assumption, and the cumulative errors in subsequent welding processes are estimated. The total area of each layer of weld is given based on the height of each layer of weld on the first weld surface, and the number of welds on each layer of weld is determined based on the equal area assumption.

特别的,针对后焊面,需要在先焊面侧坡口填满1/4~3/4后进行焊根清理,焊根清理采用数控镗床,清根量5~15mm,清理完成后,需要针对两面坡口,按照以上步骤进行重新扫描及焊道规划。In particular, for the rear welding surface, it is necessary to fill the side groove of the welding surface with 1/4~3/4 before cleaning the weld root. The weld root is cleaned using a CNC boring machine with a root cleaning amount of 5~15mm. After cleaning, it is necessary to re-scan and plan the weld beads for both sides of the groove according to the above steps.

基于有限元分析和工艺性试验确定焊接顺序。并同步将该接头多层多道焊接过程实测的工艺数据和焊道特征尺寸数据更新至焊接工艺数据库中。从而建立基于工艺数据的铸钢厚板对接接头机器人多层多道焊接规划方法。The welding sequence is determined based on finite element analysis and processability tests. The process data and weld feature size data of the multi-layer and multi-pass welding process of the joint are simultaneously updated to the welding process database. Thus, a robot multi-layer and multi-pass welding planning method for cast steel thick plate butt joints based on process data is established.

如图1~7所示,本发明提出一种多层多道焊接规划方法,所述多层多道焊接规划方法适用于铸钢厚板对接接头机器人,所述铸钢厚板对接接头机器人包括工艺数据库、视觉识别系统、焊接系统和控制系统,所述工艺数据库、视觉识别系统、焊接系统均与所述控制系统连接,所述视觉识别系统与所述工艺数据库连接。As shown in Figures 1 to 7, the present invention proposes a multi-layer and multi-pass welding planning method, which is suitable for a cast steel thick plate butt joint robot. The cast steel thick plate butt joint robot includes a process database, a visual recognition system, a welding system and a control system. The process database, the visual recognition system and the welding system are all connected to the control system, and the visual recognition system is connected to the process database.

所述多层多道焊接规划方法包括以下步骤:The multi-layer multi-pass welding planning method comprises the following steps:

S1、视觉识别系统获取铸钢厚板的厚度和特征尺寸,并将这些数据传送至工艺数据库、控制系统;S1. The visual recognition system obtains the thickness and characteristic dimensions of the cast steel plate and transmits these data to the process database and control system;

视觉识别系统提高了数据获取的准确性和实时性,减少了人工测量的误差和时间成本。The visual recognition system improves the accuracy and real-time performance of data acquisition and reduces the errors and time costs of manual measurement.

其中,所述铸钢厚板的厚度为50~300mm;Wherein, the thickness of the cast steel thick plate is 50~300mm;

S2、工艺数据库基于铸钢厚板的厚度和特征尺寸确定打底焊道高度h0、填充、盖面焊道高度ha和焊缝填充面积A0,并将这些数据传送至控制系统;S2. The process database determines the base weld height h 0 , the filler and cap weld heights ha and the weld fill area A 0 based on the thickness and characteristic dimensions of the cast steel thick plate, and transmits these data to the control system;

所述工艺数据库能够根据不同的铸钢厚板厚度和特征尺寸得到对应不同的打底焊道高度h0、填充、盖面焊道高度ha和焊缝填充面积A0等焊接参数,为每一次焊接提供最优化的参数配置。The process database can obtain welding parameters such as different base weld heights h 0 , filling and cap weld heights ha and weld fill area A 0 according to different cast steel plate thicknesses and characteristic dimensions, and provide the most optimized parameter configuration for each welding.

S3、控制系统结合等高度和等面积假设、打底焊道高度h0、填充、盖面焊道高度ha和焊缝填充面积A0确定焊接层数、焊缝道数和多层多道焊接顺序。S3. The control system determines the number of welding layers, the number of weld passes and the multi-layer and multi-pass welding sequence based on the assumptions of equal height and equal area, the base weld height h 0 , the filling and cap weld heights ha and the weld filling area A 0 .

控制系统在规划焊接路径时,采用等高度和等面积假设,即假设每一层焊道的填充高度基本一致,且总填充面积满足焊缝需求。这一假设简化了计算过程,同时保证了焊接质量的均匀性。合理的焊接顺序可以减少焊接变形和残余应力,提高焊接接头的力学性能和外观质量。When planning the welding path, the control system adopts the equal height and equal area assumptions, that is, it assumes that the filling height of each layer of weld is basically the same and the total filling area meets the weld requirements. This assumption simplifies the calculation process and ensures the uniformity of welding quality. A reasonable welding sequence can reduce welding deformation and residual stress and improve the mechanical properties and appearance quality of the welded joint.

具体的,在步骤S1中,所述特征尺寸包括焊接位置、坡口形状、坡口角度、先焊面实际总高度HSpecifically, in step S1, the characteristic dimensions include welding position, groove shape, groove angle, and actual total height Hfirst of the first welding surface.

具体的,步骤S3包括以下步骤:Specifically, step S3 includes the following steps:

S31、清根前先焊面焊接规划;S31, weld surface welding plan before root cleaning;

S32、清根;S32, root cleaning;

S33、后焊面焊接规划;S33, rear welding surface welding planning;

S34、清根后先焊面焊接规划。S34, weld the surface first after root cleaning.

在步骤S3中,步骤S31~步骤S34相互关联,不可分割,本发明所述的多层多道焊接规划方法为双面焊接,与工程实际情况相符合,先焊面和后焊面交替焊接的方式可以抑制焊接过程中的变形,因为交替焊接可以平衡焊接应力,减少因单侧焊接而产生的弯曲或扭曲;清根可以提高焊接质量,通过清除焊缝根部的杂质、氧化物和未熔合部分,可以确保后续焊接的牢固性和密封性。In step S3, steps S31 to S34 are interrelated and inseparable. The multi-layer and multi-pass welding planning method described in the present invention is double-sided welding, which is consistent with the actual engineering situation. The method of alternating welding the first welding surface and the rear welding surface can suppress deformation during welding, because alternating welding can balance welding stress and reduce bending or distortion caused by single-sided welding; root cleaning can improve welding quality, and by removing impurities, oxides and unfused parts at the root of the weld, the firmness and sealing of subsequent welding can be ensured.

具体的,步骤S31包括如下步骤:Specifically, step S31 includes the following steps:

S311、控制系统绘制先焊面两侧轮廓线并得到不同高度对应坡口宽度L;这是为了准确了解焊接面的形状和尺寸,以便后续计算。S311. The control system draws the contour lines on both sides of the welding surface and obtains the groove width L corresponding to different heights; this is to accurately understand the shape and size of the welding surface for subsequent calculations.

S312、控制系统基于等高度假设、打底焊道高度h0、填充、盖面焊道高度ha、先焊面实际总高度H计算先焊面填充及盖面预估总层数n,公式为:n=(H-h0)/haS312, the control system calculates the estimated total number of layers nfirst of the first welding surface filling and covering based on the equal height assumption, the base weld height h 0 , the filling and covering weld heights h a , and the actual total height H first of the first welding surface, and the formula is: nfirst =(H first -h 0 )/ ha ;

S313、控制系统基于先焊面填充及盖面预估总层数n计算先焊面预估焊缝高度h′=(H-h0)/n,然后控制系统基于先焊面预估焊缝高度h′、填充、盖面焊道高度ha确定先焊面填充、盖面抬升量hS313, the control system calculates the estimated weld height of the first weld surface hfirst ′=( Hfirst -h 0 )/ nfirst based on the estimated total number of layers nfirst of the first weld surface filling and cover surface, and then the control system determines the first weld surface filling and cover surface lifting amount hfirst based on the estimated weld height hfirst ′ of the first weld surface and the heights of the filling and cover surface welds h a ;

S314、控制系统计算清根前先焊面每层焊道高度为1/4H~3/4H,并确定清根前先焊面焊接层数n1S314, the control system calculates the height of each weld bead of the weld surface before root cleaning as 1/4H first to 3/4H first , and determines the number of welding layers n 1 of the weld surface before root cleaning;

S315、控制系统基于清根前先焊面每层焊道高度、不同高度对应的坡口宽度L和坡口形状计算清根前先焊面每层焊缝填充面积A先1S315, the control system calculates the weld filling area A first of each layer of the weld surface before root cleaning based on the weld height of each layer of the weld surface before root cleaning, the groove width L first corresponding to different heights, and the groove shape;

S316、控制系统基于等面积假设确定清根前先焊面每层的焊缝道数m先1,m先1=A先1/A0S316, the control system determines the number of weld passes mxian1 of each layer of the first weld surface before root cleaning based on the equal area assumption, mxian1 = Axian1 / A0 ;

S317、控制系统判断是否tag=1,若是,则进入步骤S318;若否,直接则进入步骤S319;S317, the control system determines whether tag=1, if yes, it goes to step S318; if no, it goes directly to step S319;

S318、加一层盖面,道数比原盖面层的道数多1道,进入步骤S319;S318, add a layer of cover, the number of layers is one more than the number of layers of the original cover, and go to step S319;

S319、控制系统确定清根前先焊面多层多道焊接顺序,焊接位置若为立对接,则采用立焊,从两侧向中间的施焊顺序;焊接位置若为平对接,则采用平焊,从一侧向另一侧的施焊顺序,焊到第n1层。S319. The control system determines the multi-layer and multi-pass welding sequence of the welding surface before root cleaning. If the welding position is vertical butt welding, vertical welding is adopted, and the welding sequence is from both sides to the middle; if the welding position is flat butt welding, flat welding is adopted, and the welding sequence is from one side to the other side, and welding is carried out to the n1th layer.

在步骤S319中,能够根据不同的焊接位置采用不同的焊接方法和施焊顺序,以确保焊接质量和焊接效率。In step S319, different welding methods and welding sequences can be adopted according to different welding positions to ensure welding quality and welding efficiency.

步骤S311~步骤S319相互关联,不可分割,整个过程通过精确的计算和规划,确保了清根前先焊面焊接工艺的准确性和高效性。Steps S311 to S319 are interrelated and inseparable. The entire process ensures the accuracy and efficiency of the welding process of welding the surface before root cleaning through precise calculation and planning.

在步骤S32中,清根量为4~15mm。In step S32, the root clearing amount is 4 to 15 mm.

具体的,步骤S33包括如下步骤:Specifically, step S33 includes the following steps:

S331、控制系统绘制后焊面两侧轮廓线并得到不同高度对应坡口宽度LS331, the control system draws the contour lines on both sides of the rear welding surface and obtains the groove width L corresponding to different heights;

S332、控制系统基于等高度假设、打底焊道高度h0、填充、盖面焊道高度ha、后焊面实际总高度H计算后焊面填充及盖面预估总层数n,公式为:n=(H-h0)/haS332, the control system calculates the estimated total number of layers n of the back weld filling and cover based on the equal height assumption, the base weld height h 0 , the filling and cover weld heights h a , and the actual total height H back of the back weld, and the formula is: n back = (H back - h 0 ) / h a ;

S333、控制系统基于后焊面填充及盖面预估总层数n计算后焊面预估焊缝高度h′=(H-h0)/n,然后控制系统基于后焊面预估焊缝高度h′、填充、盖面焊道高度ha确定后焊面填充、盖面抬升量hS333, the control system calculates the estimated weld height of the rear weld surface hafter=( Hafter - h0 )/ nafter based on the estimated total number of layers nafter of the rear weld surface filling and capping, and then the control system determines the rear weld surface filling and capping lifting amount hafter based on the estimated weld height hafter , the filling and capping weld heights h a ;

S334、控制系统计算后焊面每层焊道高度;S334, the control system calculates the height of each weld bead on the rear welding surface;

S335、控制系统基于后焊面每层焊道高度、不同高度对应的坡口宽度L和坡口形状计算后焊面每层焊缝填充面积AS335, the control system calculates the weld filling area A of each layer of the rear weld surface based on the height of each weld bead of the rear weld surface, the groove width L corresponding to different heights, and the groove shape;

S336、控制系统基于等面积假设确定后焊面每层的焊缝道数m,m=A/A0S336, the control system determines the number of weld passes m after each layer of the rear welding surface based on the equal area assumption, m after = A after / A 0 ;

S337、控制系统判断是否tag=1,若是,则进入步骤S338;若否,直接则进入步骤S339;S337, the control system determines whether tag=1, if yes, it goes to step S338; if no, it goes directly to step S339;

S338、加一层盖面,道数比原盖面层的道数多1道,进入步骤S339;S338, add a layer of cover, the number of layers is one more than the number of layers of the original cover, and go to step S339;

S339、控制系统确定后焊面多层多道焊接顺序,焊接位置若为立对接,则采用立焊,从两侧向中间的施焊顺序;焊接位置若为平对接,则采用平焊,从一侧向另一侧的施焊顺序。S339. The control system determines the multi-layer and multi-pass welding sequence of the rear welding surface. If the welding position is vertical butt welding, vertical welding is adopted, and the welding sequence is from both sides to the middle; if the welding position is flat butt welding, flat welding is adopted, and the welding sequence is from one side to the other side.

在步骤S339中,能够根据不同的焊接位置采用不同的焊接方法和施焊顺序,以确保焊接质量和焊接效率。In step S339, different welding methods and welding sequences can be adopted according to different welding positions to ensure welding quality and welding efficiency.

步骤S331~步骤S339相互关联,不可分割,整个过程通过精确的计算和规划,确保了后焊面焊接工艺的准确性和高效性。Steps S331 to S339 are interrelated and inseparable, and the entire process ensures the accuracy and efficiency of the rear welding process through precise calculation and planning.

具体的,步骤S34包括以下步骤:Specifically, step S34 includes the following steps:

S341、控制系统确定清根后先焊面焊接层数n2=n-n1S341, the control system determines the number of welding layers of the first welding surface after root cleaning n 2 =n first -n 1 ;

S342、控制系统计算清根后先焊面每层焊缝填充面积A先2S342, the control system calculates the fill area A of each layer of the weld on the first weld surface after root cleaning 2 ;

S343、控制系统基于等面积假设确定清根后先焊面每层的焊缝道数m先2,m先2=A先2/A0S343, the control system determines the number of weld passes mxian2 of each layer of the first welding surface after root cleaning based on the equal area assumption, where mxian2 = Axian2 / A0 ;

S344、控制系统确定清根后先焊面多层多道焊接顺序,焊接位置若为立对接,则采用立焊,从两侧向中间的施焊顺序;焊接位置若为平对接,则采用平焊,从一侧向另一侧的施焊顺序。S344. The control system determines the multi-layer and multi-pass welding sequence of the first welding surface after root cleaning. If the welding position is vertical butt welding, vertical welding is adopted, and the welding sequence is from both sides to the middle; if the welding position is flat butt welding, flat welding is adopted, and the welding sequence is from one side to the other side.

在步骤S344中,能够根据不同的焊接位置采用不同的焊接方法和施焊顺序,以确保焊接质量和焊接效率。In step S344, different welding methods and welding sequences can be adopted according to different welding positions to ensure welding quality and welding efficiency.

步骤S341~步骤S344相互关联,不可分割,整个过程通过精确的计算和规划,确保了清根后先焊面焊接工艺的准确性和高效性。Steps S341 to S344 are interrelated and inseparable. The entire process ensures the accuracy and efficiency of the welding process of welding the surface first after root cleaning through precise calculation and planning.

具体的,步骤S313包括如下步骤:Specifically, step S313 includes the following steps:

S3131、控制系统计算先焊面预估焊缝高度h′=(H-h0)/nS3131, the control system calculates the estimated weld height of the first weld surface hfirst ′=( Hfirst -h 0 )/ nfirst ;

S3132、控制系统判断是否0.9ha<h′<1.1ha,若是,则进入步骤S3133,若否,则进入步骤S3134;S3132, the control system determines whether 0.9ha < hfirst '< 1.1ha , if yes, proceeds to step S3133, if no, proceeds to step S3134;

S3133、先焊面填充、盖面抬升量h=h′,tag=0;S3133, first weld surface filling, cover surface lifting amount hfirst = hfirst ′, tag=0;

S3134、控制系统判断是否h′<0.9ha,若是,则进入步骤S3135,若否,则进入步骤S3136;S3134, the control system determines whether h first ′<0.9 h a , if so, it proceeds to step S3135, if not, it proceeds to step S3136;

S3135、先焊面填充、盖面抬升量h=ha,tag=0;S3135, first weld surface filling, cover surface lifting amount h first = h a , tag = 0;

S3136、先焊面填充、盖面抬升量h=ha,tag=1。S3136, fill the weld surface first, and lift the cover surface by the amount h first = ha , tag = 1.

步骤S3131~步骤S3136下相互关联,不可分割,通过精确的计算和条件判断,确保先焊面的焊缝高度既不过高也不过低,保持在合理的范围内,从而保障焊接质量和结构的稳定性。tag的设置可能用于后续的检测、分析或调整,以便对焊接过程进行更精细的控制和管理。Steps S3131 to S3136 are interrelated and inseparable. Through precise calculation and condition judgment, the weld height of the first weld surface is ensured to be neither too high nor too low, and to be kept within a reasonable range, thereby ensuring the welding quality and structural stability. The tag setting may be used for subsequent detection, analysis or adjustment to enable more precise control and management of the welding process.

或,步骤S313包括如下步骤:Alternatively, step S313 includes the following steps:

S3131、控制系统计算先焊面预估焊缝高度h′=(H-h0)/nS3131, the control system calculates the estimated weld height of the first weld surface hfirst ′=( Hfirst -h 0 )/ nfirst ;

S3132、控制系统判断是否n先*|h′-ha|/h′<40%,若是,则进入步骤S3133,若否,则进入步骤S3134;S3132, the control system determines whether nfirst*| hfirst′ - ha |/ hfirst ′<40%, if so, proceeds to step S3133, if not, proceeds to step S3134;

S3133、先焊面填充、盖面抬升量h=h′,tag=0;S3133, first weld surface filling, cover surface lifting amount hfirst = hfirst ′, tag=0;

S3134、控制系统判断是否h′<ha,若是,则进入步骤S3135,若否,则进入步骤S3136;S3134, the control system determines whether hxian '< ha , if so, it proceeds to step S3135, if not, it proceeds to step S3136;

S3135、先焊面填充、盖面抬升量h=ha,tag=0,或先焊面填充、盖面抬升量h=h′,tag=1;S3135, fill the weld surface first, and the lifting amount of the cover surface h first = h a , tag = 0, or fill the weld surface first, and the lifting amount of the cover surface h first = h first ′, tag = 1;

S3136、先焊面填充、盖面抬升量h=ha,tag=1。S3136, fill the weld surface first, and lift the cover surface by the amount h first = ha , tag = 1.

具体的,步骤S333包括如下步骤:Specifically, step S333 includes the following steps:

S3331、控制系统计算后焊面预估焊缝高度h′=(H-h0)/nS3331, the control system calculates the estimated weld height of the rear weld surface hhou ′=( Hhou -h 0 )/ nhou ;

S3332、控制系统判断是否0.9ha<h′<1.1ha,若是,则进入步骤S3333,若否,则进入步骤S3334;S3332, the control system determines whether 0.9ha < hafter '< 1.1ha , if so, proceeds to step S3333, if not, proceeds to step S3334;

S3333、后焊面填充、盖面抬升量h=h′,tag=0;S3333, rear welding surface filling, cover lifting amount hafter = hafter ′, tag=0;

S3334、控制系统判断是否h′<0.9ha,若是,则进入步骤S3335,若否,则进入步骤S3336;S3334, the control system determines whether hhou ′<0.9h a , if so, it proceeds to step S3335, if not, it proceeds to step S3336;

S3335、后焊面填充、盖面抬升量h=ha,tag=0;S3335, after welding surface filling, cover lifting amount h after = h a , tag = 0;

S3336、后焊面填充、盖面抬升量h=ha,tag=1。S3336, after welding surface filling, cover surface lifting amount h = ha , tag = 1.

或,步骤S333包括如下步骤:Alternatively, step S333 includes the following steps:

S3331、控制系统计算后焊面预估焊缝高度h′=(H-h0)/nS3331, the control system calculates the estimated weld height of the rear weld surface hhou ′=( Hhou -h 0 )/ nhou ;

S3332、控制系统判断是否n后*|h′-ha|/h′<40%,若是,则进入步骤S3333,若否,则进入步骤S3334;S3332, the control system determines whether n后*| h′-h a |/h′<40%, if so, proceeds to step S3333, if not, proceeds to step S3334;

S3333、后焊面填充、盖面抬升量h=h′,tag=0;S3333, rear welding surface filling, cover lifting amount hafter = hafter ′, tag=0;

S3334、控制系统判断是否h′<ha,若是,则进入步骤S3335,若否,则进入步骤S3336;S3334, the control system determines whether hhou ′< ha , if so, it proceeds to step S3335, if not, it proceeds to step S3336;

S3335、后焊面填充、盖面抬升量h=ha,tag=0,或后焊面填充、盖面抬升量h=h′,tag=1;S3335, after welding surface filling, cover surface lifting amount h after = h a , tag = 0, or after welding surface filling, cover surface lifting amount h after = h after ′, tag = 1;

S3336、后焊面填充、盖面抬升量h=ha,tag=1。S3336, after welding surface filling, cover surface lifting amount h = ha , tag = 1.

步骤S3331~步骤S3336下相互关联,不可分割,通过精确的计算和条件判断,确保后焊面的焊缝高度既不过高也不过低,保持在合理的范围内,从而保障焊接质量和结构的稳定性。tag的设置可能用于后续的检测、分析或调整,以便对焊接过程进行更精细的控制和管理。Steps S3331 to S3336 are interrelated and inseparable. Through precise calculation and condition judgment, the weld height of the rear weld surface is ensured to be neither too high nor too low, and to be kept within a reasonable range, thereby ensuring the welding quality and structural stability. The tag setting may be used for subsequent detection, analysis or adjustment to enable more precise control and management of the welding process.

实施例1Example 1

本实施例提出一种多层多道焊接规划方法,在本实施例中,所述多层多道焊接规划方法适用于铸钢厚板对接接头机器人,所述铸钢厚板对接接头机器人包括工艺数据库、视觉识别系统、焊接系统和控制系统,所述工艺数据库、视觉识别系统、焊接系统均与所述控制系统连接,所述视觉识别系统与所述工艺数据库连接。This embodiment proposes a multi-layer and multi-pass welding planning method. In this embodiment, the multi-layer and multi-pass welding planning method is applicable to a cast steel thick plate butt joint robot. The cast steel thick plate butt joint robot includes a process database, a visual recognition system, a welding system and a control system. The process database, the visual recognition system and the welding system are all connected to the control system, and the visual recognition system is connected to the process database.

所述多层多道焊接规划方法包括以下步骤:The multi-layer multi-pass welding planning method comprises the following steps:

S1、视觉识别系统获取铸钢厚板的厚度和特征尺寸,并将这些数据传送至工艺数据库、控制系统;S1. The visual recognition system obtains the thickness and characteristic dimensions of the cast steel plate and transmits these data to the process database and control system;

在步骤S1中,所述特征尺寸包括焊接位置、坡口形状、坡口角度和坡口实际总高度H。In step S1 , the characteristic dimensions include welding position, groove shape, groove angle and actual total height H of the groove.

在本实施例中,如图2所示,所述铸钢厚板的厚度T为50mm,焊接位置为立对接;坡口形状为X型坡口;坡口角度θ1=75°,θ2=30°;先焊面实际总高度H=30mm。In this embodiment, as shown in FIG. 2 , the thickness T of the cast steel thick plate is 50 mm, the welding position is vertical butt joint, the groove shape is an X-shaped groove, the groove angles θ1=75°, θ2=30°, and the actual total height Hfirst of the first weld surface is 30 mm.

其中,后焊面高度为29mm,钝边为1mm,后焊面高度为20mm;坡口关于Y轴对称。先焊面实际总高度H为30mm。Among them, the height of the rear weld surface is 29mm, the blunt edge is 1mm, the height of the rear weld surface is 20mm; the groove is symmetrical about the Y axis. The actual total height H of the first weld surface is 30mm.

S2、工艺数据库基于铸钢厚板的厚度和特征尺寸确定打底焊道高度h0、填充、盖面焊道高度ha和焊缝填充面积A0,并将这些数据传送至控制系统;S2. The process database determines the base weld height h 0 , the filler and cap weld heights ha and the weld fill area A 0 based on the thickness and characteristic dimensions of the cast steel thick plate, and transmits these data to the control system;

具体的,在本实施例中,在步骤S2中,得到的立对接打底焊道高度h0为6mm;立对接填充、盖面焊道高度ha为4.3mm;得到的立对接确定焊缝填充面积A0为38.68mm2Specifically, in this embodiment, in step S2, the obtained butt joint bottom weld height h0 is 6 mm; the butt joint filling and cover weld heights ha are 4.3 mm; and the obtained butt joint determined weld filling area A0 is 38.68 mm 2 .

需要注意的是,上述值仅仅是基于历史数据给出的平均值。It should be noted that the above values are merely averages based on historical data.

S3、控制系统结合等高度和等面积假设、打底焊道高度h0、填充、盖面焊道高度ha和焊缝填充面积A0确定焊接层数、焊缝道数和多层多道焊接顺序;S3, the control system determines the number of welding layers, the number of weld passes and the multi-layer and multi-pass welding sequence by combining the equal height and equal area assumptions, the base weld height h 0 , the fill and cover weld heights h a and the weld fill area A 0 ;

步骤S3包括以下步骤:Step S3 includes the following steps:

S31、清根前先焊面焊接规划;S31, weld surface welding plan before root cleaning;

S32、清根;S32, root cleaning;

S33、后焊面焊接规划;S33, rear welding surface welding planning;

S34、清根后先焊面焊接规划。S34, weld the surface first after root cleaning.

在本实施中,具体的,步骤S31包括如下步骤:In this implementation, specifically, step S31 includes the following steps:

S311、控制系统绘制先焊面两侧轮廓线并得到不同高度对应坡口宽度LS311, the control system draws the contour lines on both sides of the welding surface and obtains the groove width L corresponding to different heights;

S312、控制系统基于等高度假设、打底焊道高度h0、填充、盖面焊道高度ha、先焊面实际总高度H计算先焊面填充及盖面预估总层数n,公式为:n=(H-h0)/ha=(30-6)/4.3=5.58,四舍五入取整数n=6;则要填满先焊面需要填充+盖面共6层(不含打底,在等面积假设中,填充和盖面焊缝特征尺寸一致)。S312. The control system calculates the estimated total number of filling and covering layers nfirst for the first weld surface based on the equal height assumption, the base weld height h0 , the filling and capping weld heights ha , and the actual total height Hfirst of the first weld surface. The formula is: nfirst = ( Hfirst - h0 )/ ha = (30-6)/4.3 = 5.58, rounded to the nearest integer nfirst = 6; to fill the first weld surface, a total of 6 layers of filling + capping are required (excluding the base weld. In the equal area assumption, the characteristic dimensions of the filling and capping welds are the same).

S313、控制系统基于先焊面填充及盖面预估总层数n计算先焊面预估焊缝高度h′=(H-h0)/n=(30-6)/6=4mm,基于先焊面预估焊缝高度h′、填充、盖面焊道高度ha确定先焊面填充、盖面抬升量(即焊缝高度)hS313, the control system calculates the estimated weld height of the first weld surface hfirst =( Hfirst - h0 )/ nfirst =(30-6)/6=4mm based on the estimated total number of layers of the first weld surface filling and cover surface nfirst , and determines the first weld surface filling and cover surface lifting amount (i.e., weld height) hfirst based on the estimated weld height hfirst' of the first weld surface and the height of the filling and cover surface welds ha;

步骤S313包括如下步骤:Step S313 includes the following steps:

S3131、控制系统计算先焊面预估焊缝高度h′=(H-h0)/n=(30-6)/6=4mm;S3131, the control system calculates the estimated weld height of the first weld surface hfirst ′=( Hfirst -h 0 )/ nfirst =(30-6)/6=4mm;

S3132、0.9ha=0.9*4.3=3.87<h′=4mm<1.1ha=1.1*4.3=4.73mm,进入步骤S3133;S3132, 0.9h a =0.9*4.3=3.87<h first ′=4 mm<1.1h a =1.1*4.3=4.73 mm, go to step S3133;

S3133、先焊面填充、盖面抬升量h=h′=4mm,tag=0。S3133, fill the weld surface first, lift the cover surface by hfirst= hfirst ′=4mm, tag=0.

S314、控制系统计算清根前先焊面每层焊道高度,并确定清根前先焊面焊接层数n1,则从先焊面打底-填充-盖面,各层焊缝的高度为:6mm、10mm、14mm、18mm、22mm、26mm、30mm,选择清根前先焊面焊道高度为3/5H=3/5*30=为18mm,即填充3层后清根,清根前先焊面焊接层数n1=3;这样能保证清根后先焊面后焊面一样高,而且先焊面是有连接的。S314. The control system calculates the height of each weld bead of the first weld surface before root cleaning, and determines the number of welding layers n1 of the first weld surface before root cleaning. Then, from the first weld surface base-filling-capping, the height of each layer of weld is: 6mm, 10mm, 14mm, 18mm, 22mm, 26mm, 30mm. The height of the weld bead of the first weld surface before root cleaning is selected as 3/5Hfirst=3/5*30=18mm, that is, fill 3 layers and then root cleaning, and the number of welding layers n1 =3 of the first weld surface before root cleaning; in this way, it can be ensured that the first weld surface after root cleaning is the same height as the rear weld surface, and the first weld surface is connected.

S315、控制系统基于清根前先焊面每层焊道高度、不同高度对应的坡口宽度L和坡口形状计算清根前先焊面每层焊缝填充面积A先1,前三层填充焊道每层面积分别为:68.53mm2、87.00mm2、105.48mm2S315, the control system calculates the fill area A1 of each layer of the weld on the weld surface before root cleaning based on the height of each layer of the weld on the weld surface before root cleaning, the groove width L1 corresponding to different heights and the groove shape. The areas of each layer of the first three fill welds are: 68.53mm2 , 87.00mm2 , 105.48mm2 ;

S316、控制系统基于等面积假设确定清根前先焊面每层的焊缝道数m先1,m先1=A先1/A0,m先1=1.7718、2.2494、2.7271,四舍五入取整数,则清根前先焊面每层的焊缝道数m先1=2、2、3道;S316. The control system determines the number of weld passes mxian1 of each layer of the first weld surface before root cleaning based on the equal area assumption, mxian1 = Axian1 / A0 , mxian1 = 1.7718, 2.2494, 2.7271, rounded to the nearest integer, then the number of weld passes mxian1 of each layer of the first weld surface before root cleaning = 2, 2, 3;

S317、tag=0,直接则进入步骤S319;S317, tag=0, directly go to step S319;

S319、控制系统确定清根前先焊面多层多道焊接顺序,焊接位置为立对接,则采用立焊,从两侧向中间的施焊顺序,焊到第3层。S319. The control system determines the multi-layer and multi-pass welding sequence of the welding surface before root cleaning. If the welding position is vertical butt welding, vertical welding is adopted, and the welding sequence is from both sides to the middle, and welding is carried out to the third layer.

在焊接过程中,还可以结合焊接激光视觉设备和数据库,实时获取坡口内尺寸变化并更新数据库,从而动态调整多层多道规划方案,使其更具有灵活性和可靠性。During the welding process, the welding laser vision equipment and database can also be combined to obtain the size changes in the groove in real time and update the database, so as to dynamically adjust the multi-layer and multi-pass planning scheme to make it more flexible and reliable.

为保证焊根性能及冶金质量,步骤S32进行清根。步骤S32具体为:选用镗床机加工或碳弧气刨清根,其加工深度至厚度T/2=50/2=25mm位置,清根量为13mm。To ensure the weld root performance and metallurgical quality, step S32 is performed to clean the root. Step S32 is specifically: boring machine or carbon arc gouging is used to clean the root, and the processing depth is to the thickness T/2=50/2=25mm, and the root cleaning amount is 13mm.

优选的,在本实施例中,采用镗床加工清根,可以保证形状尺寸的精度,清根后形状如图4所示,θ1为75°。Preferably, in this embodiment, a boring machine is used for root cleaning to ensure the accuracy of shape and size. The shape after root cleaning is shown in FIG. 4 , and θ1 is 75°.

步骤S33包括如下步骤:Step S33 includes the following steps:

S331、控制系统绘制后焊面两侧轮廓线并得到不同高度对应坡口宽度LS331, the control system draws the contour lines on both sides of the rear welding surface and obtains the groove width L corresponding to different heights;

S332、控制系统基于等高度假设、打底焊道高度h0、填充、盖面焊道高度ha、后焊面实际总高度H计算后焊面填充及盖面预估总层数n,公式为:n=(H-h0)/ha=(25-6)/4.3=4.42,四舍五入取整数n=4;S332, the control system calculates the estimated total number of layers n after the back weld surface filling and covering based on the equal height assumption, the base weld height h 0 , the filling and covering weld heights h a , and the actual total height H after of the back weld surface, and the formula is: n after = (H after - h 0 ) / h a = (25-6) / 4.3 = 4.42, rounded to an integer n after = 4;

其中,H=25mm。 Among them, H = 25mm.

S333、控制系统基于后焊面填充及盖面预估总层数n计算后焊面预估焊缝高度h′=(H-h0)/n=(25-6)/4=4.75mm,基于后焊面预估焊缝高度h′、填充、盖面焊道高度ha确定后焊面填充、盖面抬升量hS333, the control system calculates the estimated weld height of the rear weld surface hafter=( Hafter -h 0 )/ nafter =(25-6)/4=4.75 mm based on the estimated total number of layers nafter of the rear weld surface filling and covering, and determines the rear weld surface filling and covering lifting amount hafter based on the estimated weld height hafter, the filling and covering weld heights h a of the rear weld surface;

步骤S333包括如下步骤:Step S333 includes the following steps:

S3331、控制系统计算后焊面预估焊缝高度h′=(H-h0)/n=(25-6)/4=4.75mm;S3331, the control system calculates the estimated weld height of the rear weld surface hafter′=( Hafter -h 0 )/ nafter =(25-6)/4=4.75mm;

S3332、h′=4.75mm>1.1ha=1.1*4.3=4.73mm,进入步骤S3334;S3332, h after ′ = 4.75 mm > 1.1 ha = 1.1 * 4.3 = 4.73 mm, go to step S3334;

S3334、h′=4.75mm>1.1ha=1.1*4.3=4.73mm,进入步骤S3336;S3334, h after ′ = 4.75 mm > 1.1 h a = 1.1 * 4.3 = 4.73 mm, go to step S3336;

S3336、后焊面填充、盖面抬升量h=ha=4.3mm,tag=1。S3336, post-weld surface filling, cover surface lifting amount hpost = h a = 4.3 mm, tag = 1.

S334、控制系统计算后焊面每层焊道高度,填充焊道各层焊缝高度h为6.00mm、10.30mm、14.60mm、18.90mm、23.20mm;S334, the control system calculates the height of each weld bead of the rear weld surface, and the height h of each weld bead of the filling weld bead is 6.00mm, 10.30mm, 14.60mm, 18.90mm, and 23.20mm;

S335、控制系统基于后焊面每层焊道高度、不同高度对应的坡口宽度L和坡口形状计算后焊面每层焊缝填充面积A,各层焊道面积35.0450mm2、53.5350mm2、72.0250mm2、90.5150mm2S335, the control system calculates the weld filling area A of each layer of the rear weld surface based on the weld height of each layer of the rear weld surface, the groove width L corresponding to different heights and the groove shape, and the weld area of each layer is 35.0450mm 2 , 53.5350mm 2 , 72.0250mm 2 , and 90.5150mm 2 ;

S336、控制系统基于等面积假设确定后焊面每层的焊缝道数m,m=A/A0,m=0.9060、1.3840、1.8621、2.3401,四舍五入取整数,则后焊面每层的焊缝道数m=1、1、2、2道;S336. The control system determines the number of weld passes m after for each layer of the rear weld surface based on the equal area assumption, m after = A after / A 0 , m after = 0.9060, 1.3840, 1.8621, 2.3401, rounded to the nearest integer, then the number of weld passes m after for each layer of the rear weld surface = 1, 1, 2, 2;

S337、tag=1,则进入步骤S338;S337, tag=1, then go to step S338;

S338、加一层盖面,道数原盖面层的道数多1道,即2+1=3道,进入步骤S339;S338, add a cover layer, the number of the original cover layer is 1 more, that is, 2+1=3, and go to step S339;

S339、确定后焊面多层多道焊接顺序焊接顺序规划,焊接位置为立对接,则采用立焊,从两侧向中间的施焊顺序。S339. Determine the welding sequence planning for the multi-layer and multi-pass welding sequence of the rear welding surface. If the welding position is vertical butt welding, vertical welding is adopted, and the welding sequence is from both sides to the middle.

综上,后焊面焊接填充焊为4层,每层需要填充1、1、2、2道;盖面焊1层,盖面焊的1层为3道。填充盖面共5层,9道。In summary, the back welding surface welding filling welding is 4 layers, each layer needs to be filled 1, 1, 2, 2 passes; the cover surface welding is 1 layer, and the cover surface welding 1 layer is 3 passes. The filling cover surface is 5 layers and 9 passes in total.

在以上分析基础上,基于坡口总高度、打底焊道高度和填充及盖面焊道高度,基于等高度假设,可以估计填充及盖面总层数,并根据所估算的层数,对每层焊道高度进行计算和调整。Based on the above analysis, based on the total groove height, the base weld height, and the filling and cover weld heights, and based on the equal height assumption, the total number of filling and cover layers can be estimated, and the height of each weld layer can be calculated and adjusted according to the estimated number of layers.

步骤S34包括以下步骤:Step S34 includes the following steps:

S341、控制系统确定清根后先焊面焊接层数n2=n-n1=6-3=3层;S341, the control system determines the number of welding layers of the first welding surface after root cleaning n 2 =n first -n 1 =6-3=3 layers;

S342、控制系统计算清根后先焊面每层面积A先2,清根后先焊面每层面积分别为123.9586mm2、142.4338mm2、160.9090mm2S342, the control system calculates the area A of each layer of the first weld surface after root cleaning, and the area of each layer of the first weld surface after root cleaning is 123.9586mm 2 , 142.4338mm 2 , and 160.9090mm 2 respectively;

S343、控制系统基于等面积假设确定清根后先焊面每层的焊缝道数m先2,m先2=A先2/A0,m先2=3.2047、3.6824、4.1600,四舍五入取整数,则清根后先焊面每层的焊缝道数m先2=3、4、4道;S343, the control system determines the number of weld passes mxian2 of each layer of the first weld surface after root cleaning based on the equal area assumption, mxian2 = Axian2 / A0 , mxian2 =3.2047, 3.6824, 4.1600, rounded to the nearest integer, then the number of weld passes mxian2 of each layer of the first weld surface after root cleaning =3, 4, 4;

S344、控制系统确定清根后先焊面多层多道焊接顺序,焊接位置为立对接,则采用立焊,从两侧向中间的施焊顺序。S344. The control system determines the multi-layer and multi-pass welding sequence of the surface after root cleaning. If the welding position is vertical butt welding, vertical welding is adopted, and the welding sequence is from both sides to the middle.

在焊接过程中,可以结合焊接激光视觉设备和数据库,实时获取坡口内尺寸变化并更新数据库,从而动态调整多层多道规划方案,使其更具有灵活性和可靠性。During the welding process, the welding laser vision equipment and database can be combined to obtain the dimensional changes in the groove in real time and update the database, so as to dynamically adjust the multi-layer and multi-pass planning scheme to make it more flexible and reliable.

焊接系统按照所述的多层多道焊接规划方法进行焊接。The welding system performs welding according to the multi-layer and multi-pass welding planning method.

实施例2Example 2

在本实施例中,与实施例1不同的是,In this embodiment, different from the embodiment 1,

在步骤S1中,所述铸钢的厚度为300mm;焊接位置为平对接;如图5和图6所示,坡口形状为U型坡口。In step S1, the thickness of the cast steel is 300 mm; the welding position is flat butt welding; as shown in FIG5 and FIG6, the groove shape is a U-shaped groove.

其中,先焊面和后焊面高度为149mm,钝边为2mm,先焊面实际总高度H为150mm;坡口关于X轴和Y轴对称,坡口角度θ=20°。Among them, the height of the first welding surface and the rear welding surface is 149mm, the blunt edge is 2mm, and the actual total height H of the first welding surface is 150mm; the groove is symmetrical about the X-axis and the Y-axis, and the groove angle θ=20°.

在步骤S2中,确定打底焊道高度h0为4mm;填充、盖面焊道高度ha为3.3mm;焊缝填充面积A0为26.91mm2In step S2, it is determined that the base weld height h0 is 4 mm; the filler and cap weld heights ha are 3.3 mm; and the weld fill area A0 is 26.91 mm2 .

在步骤S31中,步骤S31包括如下步骤:In step S31, step S31 includes the following steps:

S311、控制系统绘制先焊面两侧轮廓线并得到不同高度对应坡口宽度LS311, the control system draws the contour lines on both sides of the welding surface and obtains the groove width L corresponding to different heights;

S312、控制系统基于等高度假设、打底焊道高度h0、填充、盖面焊道高度ha、先焊面实际总高度H计算先焊面填充及盖面预估总层数n,公式为:n=(H-h0)/ha=(150-4)/3.3=44.24层,四舍五入取整数n=44层;S312, the control system calculates the estimated total number of layers nfirst of the first welding surface filling and covering based on the equal height assumption, the base weld height h 0 , the filling and covering weld heights h a , and the actual total height H first of the first welding surface, and the formula is: nfirst =(H first -h 0 )/ ha =(150-4)/3.3=44.24 layers, rounded to an integer nfirst =44 layers;

S313、基于先焊面填充及盖面预估总层数n计算先焊面焊预估缝高度h′=(H-h0)/n=(150-4)/44=3.31mm,基于先焊面预估焊缝高度h′、填充、盖面焊道高度ha确定先焊面填充、盖面抬升量hS313, based on the estimated total number of layers nfirst of the first weld surface filling and cover surface, calculate the estimated seam height of the first weld surface hfirst ′=( Hfirst -h 0 )/ nfirst =(150-4)/44=3.31 mm, and based on the estimated weld seam height hfirst ′ of the first weld surface, the height of the filling and cover surface welds h a, determine the lifting amount of the first weld surface filling and cover surface hfirst ;

步骤S313包括如下步骤:Step S313 includes the following steps:

S3131、控制系统计算先焊面预估焊缝高度h′=(H-h0)/n=(150-4)/44=3.31mm;S3131, the control system calculates the estimated weld height of the first weld surface hfirst ′=( Hfirst -h 0 )/ nfirst =(150-4)/44=3.31mm;

S3132、0.9ha=0.9*3.3=2.97<h′=3.31mm<1.1ha=1.1*3.3=3.63mm,进入步骤S3333;S3132, 0.9h a =0.9*3.3=2.97<h first ′=3.31mm<1.1h a =1.1*3.3=3.63mm, go to step S3333;

S3133、先焊面填充、盖面抬升量h=h′=3.31mm,tag=0。S3133, fill the weld surface first, lift the cover surface by hfirst= hfirst ′=3.31mm, tag=0.

S314、控制系统计算清根前先焊面每层焊道高度,并确定清根前先焊面焊接层数n1,则从先焊面打底-填充-盖面,各层焊缝的高度为:4.00mm、7.31mm、10.62mm、13.93mm、17.24mm、20.55mm、23.86mm、27.17mm、30.48mm、33.79mm、37.10mm、40.41mm、43.72mm、47.03mm、50.34mm、63.58mm、66.89mm、70.20mm、73.51mm、76.82mm、80.13mm、83.44mm、86.75mm、90.06mm、93.37mm、96.68mm、99.99mm、103.30mm、106.61mm、109.92mm、113.23mm、116.54mm、119.85mm、123.16mm、126.47mm、129.78mm、133.09mm、136.40mm、139.71mm、143.02mm、146.33mm、149.64mm,选择清根前先焊面焊道高度为1/3H=1/3*150=50mm,填充14层先焊缝高度为50.34mm,即填充14层后清根,清根前先焊面焊接层数n1=14;S314, the control system calculates the height of each weld bead of the first weld surface before root cleaning, and determines the number of welding layers n 1 of the first weld surface before root cleaning, then the height of each layer of weld seam from the first weld surface base-filling-capping is: 4.00mm, 7.31mm, 10.62mm, 13.93mm, 17.24mm, 20.55mm, 23.86mm, 27.17mm, 30.48mm, 33.79mm, 37.10mm, 40.41mm, 43.72mm, 47.03mm, 50.34mm, 63.58mm, 66.89mm, 70.20mm, 73.51mm, 76.82mm, 80.13mm, 83.44mm, 86.75mm, 90.06mm, 93.37mm, 96.68mm, 99.99mm, 103.30mm, 106.61mm, 109.92mm, 113.23mm, 116.54mm, 119.85mm, 123.16mm, 126.47mm, 129.78mm, 133.09mm, 136.40mm, 139.71mm, 143.02mm, 146.33mm, 149.64mm, select the weld height of the first weld surface before root cleaning as 1/3H first = 1/3 * 150 = 50mm, fill 14 layers of weld height is 50.34mm, that is, fill 14 layers and then root cleaning, the number of weld layers before root cleaning n 1 = 14;

S315、控制系统基于清根前先焊面每层焊道高度、不同高度对应的坡口宽度L和坡口形状计算清根前先焊面每层焊缝填充面积A先1S315, the control system calculates the weld filling area A first of each layer of the weld surface before root cleaning based on the weld height of each layer of the weld surface before root cleaning, the groove width L first corresponding to different heights, and the groove shape;

S316、控制系统基于等面积假设确定清根前先焊面每层的焊缝道数m先1,m先1=A先1/A0,m先1= 1.6413、1.8300、1.9736、2.1172、2.2608、2.4044、2.5479、2.6915、2.8351、2.9787、3.1223、3.2658、3.4094、3.5530、3.6966,四舍五入取整数,则清根前先焊面每层的焊缝道数m先1=2、2、2、2、2、2、3、3、3、3、3、3、4、4道;S316. The control system determines the number of weld passes mxian1 of each layer of the first weld surface before root cleaning based on the equal area assumption, mxian1 = Axian1 / A0 , mxian1 = 1.6413, 1.8300, 1.9736, 2.1172, 2.2608, 2.4044, 2.5479, 2.6915, 2.8351, 2.9787, 3.1223, 3.2658, 3.4094, 3.5530, 3.6966, rounded to the nearest integer, then the number of weld passes mxian1 of each layer of the first weld surface before root cleaning = 2, 2 , 2 , 2, 2, 3, 3, 3, 3, 3, 4, 4;

S317、tag=0,直接则进入步骤S319;S317, tag=0, directly go to step S319;

S319、控制系统确定清根前先焊面多层多道焊接顺序,焊接位置为平对接,则采用平焊,从一侧向另一侧的施焊顺序,焊到第14层。S319. The control system determines the multi-layer and multi-pass welding sequence of the welding surface before root cleaning. If the welding position is flat butt, flat welding is adopted, and the welding sequence is from one side to the other side, and welding is carried out to the 14th layer.

在步骤S32中,由于原坡口后焊面与后焊面高度一致,故加工深度不需要太深,只需将后焊面打底焊缝去除,深度约4mm,清根量为4mm;并去除焊根附近母材,宽度约6mm,与U型坡口底部圆角半径一致。In step S32, since the rear weld surface of the original groove is consistent with the height of the rear weld surface, the processing depth does not need to be too deep. It is necessary to remove the base weld of the rear weld surface with a depth of about 4mm and a root clearing amount of 4mm; and remove the parent material near the weld root with a width of about 6mm, which is consistent with the radius of the bottom fillet of the U-shaped groove.

步骤S33包括如下步骤:Step S33 includes the following steps:

S331、控制系统绘制后焊面两侧轮廓线并得到不同高度对应坡口宽度LS331, the control system draws the contour lines on both sides of the rear welding surface and obtains the groove width L corresponding to different heights;

S332、控制系统基于等高度假设、打底焊道高度h0、填充、盖面焊道高度ha、后焊面实际总高度H计算后焊面填充及盖面预估总层数n,公式为:n=(H-h0)/ha=(150-4)/3.3=44.24,四舍五入取整数n=44;S332, the control system calculates the estimated total number of layers n after the back weld surface filling and covering based on the equal height assumption, the base weld height h 0 , the filling and covering weld heights h a , and the actual total height H after of the back weld surface, and the formula is: n after = (H after - h 0 ) / h a = (150-4) / 3.3 = 44.24, rounded to an integer n after = 44;

H=H=150mm。H back = H first = 150mm.

S333、基于后焊面填充及盖面预估总层数n计算后焊面焊预估缝高度h′=(H-h0)/n=(150-4)/44=3.31mm,基于后焊面预估焊缝高度h′、填充、盖面焊道高度ha确定后焊面填充、盖面抬升量hS333, based on the estimated total number of layers n of the back weld surface filling and capping, calculate the estimated weld height of the back weld surface hafter′=( Hafter -h 0 )/ nafter =(150-4)/44=3.31 mm, and determine the back weld surface filling and capping lifting amount hafter based on the estimated weld height hafter′, the filling and capping weld heights h a of the back weld surface;

步骤S333包括以下步骤:Step S333 includes the following steps:

S3331、控制系统计算后焊面预估焊缝高度h′=(H-h0)/n=(150-4)/44=3.31mm;S3331, the control system calculates the estimated weld height of the rear weld surface hafter′=( Hafter -h 0 )/ nafter =(150-4)/44=3.31mm;

S3332、0.9ha=0.9*3.3=2.97<h′=3.31mm<1.1ha=1.1*3.3=3.63mm;说明n=44合理。S3332, 0.9h a =0.9*3.3=2.97< hhou ′=3.31mm<1.1h a =1.1*3.3=3.63mm; which means nhou =44 is reasonable.

S3333、填充、盖面抬升量h=h′=3.31mm,tag=0。S3333, filling and covering lifting amount hafter = hafter ′ = 3.31mm, tag = 0.

S334、控制系统计算后焊面每层焊道高度,则从后焊面打底-填充-盖面,各层焊缝的高度为:4.00mm、7.31mm、10.62mm、13.93mm、17.24mm、20.55mm、23.86mm、27.17mm、30.48mm、33.79mm、37.10mm、40.41mm、43.72mm、47.03mm、50.34mm、63.58mm、66.89mm、70.20mm、73.51mm、76.82mm、80.13mm、83.4400、86.75mm、90.06mm、93.37mm、96.68mm、99.99mm、103.30mm、106.61mm、109.92mm、113.23mm、116.54mm、119.85mm、123.16mm、126.47mm、129.78mm、133.09mm、136.40mm、139.71mm、143.02mm、146.33mm、149.6400mm;S334, the control system calculates the height of each layer of weld on the rear welding surface, and the height of each layer of weld from the rear welding surface base-filling-capping is: 4.00mm, 7.31mm, 10.62mm, 13.93mm, 17.24mm, 20.55mm, 23.86mm, 27.17mm, 30.48mm, 33.79mm, 37.10mm, 40.41mm, 43.72mm, 47.03mm, 50.34mm, 63.58mm, 66.89mm, 70.20mm, 73.51mm, 76. 82mm, 80.13mm, 83.4400, 86.75mm, 90.06mm, 93.37mm, 96.68mm, 99.99mm, 103.30mm, 106.61mm, 109.92mm, 113.23mm, 116.54mm, 119.85mm, 123.16mm, 126.47mm, 129 .78mm, 133.09mm, 136.40mm, 139.71mm, 143.02mm, 146.33mm, 149.6400mm;

S335、控制系统基于后焊面每层焊道高度、不同高度对应的坡口宽度L和坡口形状计算后焊面每层焊缝填充面积AS335, the control system calculates the weld filling area A of each layer of the rear weld surface based on the height of each weld bead of the rear weld surface, the groove width L corresponding to different heights, and the groove shape;

S336、控制系统基于等面积假设确定后焊面每层的焊缝道数m,m=A/A0,m=1.6413、1.8300、1.9736、2.1172、2.2608、2.4044、2.5479、2.6915、2.8351、2.9787、3.1223、3.2658、3.4094、3.5530、3.6966,四舍五入取整数,则后焊面每层的焊缝道数m=2、2、2、2、2、2、3、3、3、3、3、3、3、4、4、4、4、4、4、4、5、5、5、5、5、5、5、6、6、6、6、6、6、6、7、7、7、7、7、7、7、8、8、8道;S336, the control system determines the number of weld passes m after each layer of the rear welding surface based on the equal area assumption, m after = A after / A 0 , mafter =1.6413, 1.8300, 1.9736, 2.1172, 2.2608, 2.4044, 2.5479, 2.6915, 2.8351, 2.9787, 3.1223, 3.2658, 3.4094, 3.5530, 3.6966, rounded to the nearest integer, then the number of weld passes per layer of the rear weld surface mafter=2, 2, 2, 2, 2, 2, 3, 3, 3, 3, 3, 3, 3, 4, 4, 4, 4, 4, 4, 5, 5, 5, 5, 5, 5, 5, 6, 6, 6, 6, 6, 6, 7, 7, 7, 7, 7, 7, 7, 8, 8, 8 passes;

S337、tag=0,直接则进入步骤S339;S337, tag=0, directly go to step S339;

S339、控制系统确定后焊面多层多道焊接顺序,焊接位置为平对接,则采用平焊,从一侧向另一侧的施焊顺序。S339. The control system determines the multi-layer and multi-pass welding sequence of the rear welding surface. If the welding position is flat butt, flat welding is adopted, and the welding sequence is from one side to the other side.

在步骤S33中,清根后,由于后焊面打底焊道被去除,在后焊面焊接前需要打底1道,此外后焊面本身尺寸与先焊面是对称的,剩余填充和盖面计算过程同步骤S31,填充和盖面共有44层,每层分别需要焊接2、2、2、2、2、2、3、3、3、3、3、3、3、4、4、4、4、4、4、4、5、5、5、5、5、5、5、6、6、6、6、6、6、6、7、7、7、7、7、7、7、8、8、8道。In step S33, after root cleaning, since the base weld of the rear weld surface is removed, one base weld is required before welding the rear weld surface. In addition, the size of the rear weld surface itself is symmetrical with the first weld surface. The calculation process of the remaining filling and covering is the same as that of step S31. There are 44 layers of filling and covering, and each layer requires welding 2, 2, 2, 2, 2, 2, 3, 3, 3, 3, 3, 3, 4, 4, 4, 4, 4, 4, 5, 5, 5, 5, 5, 5, 5, 6, 6, 6, 6, 6, 6, 7, 7, 7, 7, 7, 7, 8, 8, 8 respectively.

步骤S34包括以下步骤:Step S34 includes the following steps:

S341、控制系统确定清根后先焊面焊接层数n2=n-n1=44-14=30层;S341, the control system determines the number of welding layers of the first welding surface after root cleaning n 2 =n first -n 1 =44-14=30 layers;

S342、控制系统计算清根后先焊面每层面积A先2S342, the control system calculates the area of each layer of the first welding surface after root cleaning A first 2 ;

S343、控制系统基于等面积假设确定清根后先焊面每层的焊缝道数m先2,m先2=A先2/A0S343, the control system determines the number of weld passes mxian2 of each layer of the first welding surface after root cleaning based on the equal area assumption, where mxian2 = Axian2 / A0 ;

在步骤S343中,由于先焊面和后焊面坡口对称,清根后先焊面剩余30层焊道填充方案与步骤S33中后焊面的后30层焊道填充方案相同,即清根后先焊面剩余30层分别填充4、4、4、4、4、4、5、5、5、5、5、5、5、6、6、6、6、6、6、6、7、7、7、7、7、7、7、8、8、8道。In step S343, since the grooves of the first weld surface and the rear weld surface are symmetrical, the filling scheme for the remaining 30 layers of welds on the first weld surface after root cleaning is the same as the filling scheme for the last 30 layers of welds on the rear weld surface in step S33, that is, after root cleaning, the remaining 30 layers of the first weld surface are filled with 4, 4, 4, 4, 4, 5, 5, 5, 5, 5, 5, 6, 6, 6, 6, 6, 6, 7, 7, 7, 7, 7, 7, 8, 8, 8 respectively.

S344、确定清根后先焊面多层多道焊接顺序,焊接位置为平对接,则采用平焊,从一侧向另一侧的施焊顺序。S344. After root cleaning, determine the multi-layer and multi-pass welding sequence of the welded surface. If the welding position is flat butt, use flat welding, and weld from one side to the other.

焊接系统按照所述的多层多道焊接规划方法进行焊接,如图7所示,图7为300mm铸钢平对接多层多道焊接实物图。The welding system performs welding according to the multi-layer and multi-pass welding planning method, as shown in FIG7 , which is a physical picture of 300 mm cast steel flat butt multi-layer and multi-pass welding.

实施例3Example 3

本实施例提出一种计算机设备,所述计算机设备包括处理器以及存储器,所述存储器存储有计算机程序,所述计算机程序被处理器读取并运行时,实现如实施例1和/或实施例2中任意一项所述的多层多道焊接规划方法的步骤。This embodiment proposes a computer device, which includes a processor and a memory. The memory stores a computer program. When the computer program is read and executed by the processor, the steps of the multi-layer and multi-pass welding planning method as described in any one of Embodiment 1 and/or Embodiment 2 are implemented.

对于所述计算机设备而言,除了包括所述处理器、存储器之外还包括其他相关部件,鉴于其相关部件的具体结构以及具体的装配关系均为现有技术,在此不进行赘述。The computer device includes not only the processor and the memory but also other related components. Since the specific structures and specific assembly relationships of the related components are prior art, they will not be described in detail here.

所述一种计算机设备与上述一种多层多道焊接规划方法相对于现有技术所具有的优势相同,在此不再赘述。The advantages of the computer device described above and the multi-layer multi-pass welding planning method described above over the prior art are the same and will not be described in detail here.

实施例4Example 4

本实施例提出一种计算机可读存储介质,所述计算机可读存储介质存储有计算机程序,所述计算机程序被处理器读取并运行时,实现如实施例1和/或实施例2中任意一项所述的多层多道焊接规划方法的步骤。This embodiment proposes a computer-readable storage medium, which stores a computer program. When the computer program is read and executed by a processor, the steps of the multi-layer and multi-pass welding planning method as described in any one of Embodiment 1 and/or Embodiment 2 are implemented.

对于所述计算机可读存储介质而言,除了包括所述计算机程序之外还包括其他相关部件,鉴于其相关部件的具体结构以及具体的装配关系均为现有技术,在此不进行赘述。The computer-readable storage medium includes not only the computer program but also other related components. Since the specific structures and specific assembly relationships of the related components are prior art, they are not described in detail here.

所述一种计算机可读存储介质与上述一种多层多道焊接规划方法相对于现有技术所具有的优势相同,在此不再赘述。The advantages of the computer-readable storage medium and the above-mentioned multi-layer multi-pass welding planning method over the prior art are the same, which will not be repeated here.

性能测试Performance Testing

按照GB/T 2651-2023《金属材料焊缝破坏性试验 横向拉伸试验》对使用实施例1~2所述的多层多道焊接规划方法焊接好的铸钢厚板对接接头进行室温拉伸性能测试,结果见表1。According to GB/T 2651-2023 "Destructive testing of welds on metallic materials - Transverse tensile test", the room temperature tensile properties of the cast steel thick plate butt joint welded using the multi-layer and multi-pass welding planning method described in Examples 1 and 2 were tested, and the results are shown in Table 1.

表1实施例1~2铸钢厚板的对接接头的抗拉强度测试结果Table 1 Test results of tensile strength of butt joints of cast steel thick plates in Example 1~2

由表1可知,使用实施例1~2所述的多层多道焊接规划方法焊接好的铸钢厚板对接接头抗拉强度均大于470MPa,断裂位置位于基体上,并不在焊缝处,说明使用本发明实施例1~2所述的多层多道焊接规划方法焊接好的铸钢厚板对接接头焊接质量和力学性能优异。It can be seen from Table 1 that the tensile strength of the cast steel thick plate butt joints welded using the multi-layer and multi-pass welding planning method described in Examples 1 to 2 is greater than 470 MPa, and the fracture position is located on the substrate, not at the weld, indicating that the welding quality and mechanical properties of the cast steel thick plate butt joints welded using the multi-layer and multi-pass welding planning method described in Examples 1 to 2 of the present invention are excellent.

虽然本发明披露如上,但本发明并非限定于此。任何本领域技术人员,在不脱离本发明的精神和范围内,均可作各种更动与修改,因此本发明的保护范围应当以权利要求所限定的范围为准。Although the present invention is disclosed as above, the present invention is not limited thereto. Any person skilled in the art can make various changes and modifications without departing from the spirit and scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the scope defined by the claims.

Claims (10)

1.一种多层多道焊接规划方法,其特征在于,所述多层多道焊接规划方法适用于铸钢厚板对接接头机器人,所述铸钢厚板对接接头机器人包括工艺数据库、视觉识别系统、焊接系统和控制系统,所述多层多道焊接规划方法包括以下步骤:1. A multi-layer multi-pass welding planning method, characterized in that the multi-layer multi-pass welding planning method is applicable to a cast steel thick plate butt joint robot, the cast steel thick plate butt joint robot comprises a process database, a visual recognition system, a welding system and a control system, and the multi-layer multi-pass welding planning method comprises the following steps: S1、视觉识别系统获取铸钢厚板的厚度和特征尺寸,并将这些数据传送至工艺数据库、控制系统;S1. The visual recognition system obtains the thickness and characteristic dimensions of the cast steel plate and transmits these data to the process database and control system; S2、工艺数据库基于铸钢厚板的厚度和特征尺寸确定打底焊道高度h0、填充、盖面焊道高度ha和焊缝填充面积A0,并将这些数据传送至控制系统;S2. The process database determines the base weld height h 0 , the filler and cap weld heights ha and the weld fill area A 0 based on the thickness and characteristic dimensions of the cast steel thick plate, and transmits these data to the control system; S3、控制系统结合等高度和等面积假设、打底焊道高度h0、填充、盖面焊道高度ha和焊缝填充面积A0确定焊接层数、焊缝道数和多层多道焊接顺序。S3. The control system determines the number of welding layers, the number of weld passes and the multi-layer and multi-pass welding sequence based on the assumptions of equal height and equal area, the base weld height h 0 , the filling and cap weld heights ha and the weld filling area A 0 . 2.根据权利要求1所述的一种多层多道焊接规划方法,其特征在于,在步骤S1中,所述特征尺寸包括焊接位置、坡口形状、坡口角度、先焊面实际总高度H2. A multi-layer and multi-pass welding planning method according to claim 1, characterized in that, in step S1, the characteristic dimensions include welding position, groove shape, groove angle, and actual total height H of the first welding surface. 3.根据权利要求1所述的一种多层多道焊接规划方法,其特征在于,步骤S3包括以下步骤:3. The multi-layer multi-pass welding planning method according to claim 1, characterized in that step S3 comprises the following steps: S31、清根前先焊面焊接规划;S31, weld surface welding plan before root cleaning; S32、清根;S32, root cleaning; S33、后焊面焊接规划;S33, rear welding surface welding planning; S34、清根后先焊面焊接规划。S34, weld the surface first after root cleaning. 4.根据权利要求3所述的一种多层多道焊接规划方法,其特征在于,步骤S31包括如下步骤:4. The multi-layer multi-pass welding planning method according to claim 3, characterized in that step S31 comprises the following steps: S311、控制系统绘制先焊面两侧轮廓线并得到不同高度对应坡口宽度LS311, the control system draws the contour lines on both sides of the welding surface and obtains the groove width L corresponding to different heights; S312、控制系统基于等高度假设、打底焊道高度h0、填充、盖面焊道高度ha、先焊面实际总高度H计算先焊面填充及盖面预估总层数n,公式为:n=(H-h0)/haS312, the control system calculates the estimated total number of layers nfirst of the first welding surface filling and covering based on the equal height assumption, the base weld height h 0 , the filling and covering weld heights h a , and the actual total height H first of the first welding surface, and the formula is: nfirst =(H first -h 0 )/ ha ; S313、控制系统基于先焊面填充及盖面预估总层数n计算先焊面预估焊缝高度h′=(H-h0)/n,然后控制系统基于先焊面预估焊缝高度h′、填充、盖面焊道高度ha确定先焊面填充、盖面抬升量hS313, the control system calculates the estimated weld height of the first weld surface hfirst ′=( Hfirst -h 0 )/ nfirst based on the estimated total number of layers nfirst of the first weld surface filling and cover surface, and then the control system determines the first weld surface filling and cover surface lifting amount hfirst based on the estimated weld height hfirst ′ of the first weld surface and the heights of the filling and cover surface welds h a ; S314、控制系统计算清根前先焊面每层焊道高度,并确定清根前先焊面焊接层数n1S314, the control system calculates the height of each weld bead of the first weld surface before root cleaning, and determines the number of welding layers n 1 of the first weld surface before root cleaning; S315、控制系统基于清根前先焊面每层焊道高度、不同高度对应的坡口宽度L和坡口形状计算清根前先焊面每层焊缝填充面积A先1S315, the control system calculates the weld filling area A first of each layer of the weld surface before root cleaning based on the weld height of each layer of the weld surface before root cleaning, the groove width L first corresponding to different heights, and the groove shape; S316、控制系统基于等面积假设确定清根前先焊面每层的焊缝道数m先1,m先1=A先1/A0S316, the control system determines the number of weld passes mxian1 of each layer of the first weld surface before root cleaning based on the equal area assumption, mxian1 = Axian1 / A0 ; S317、控制系统判断是否tag=1,若是,则进入步骤S318;若否,直接则进入步骤S319;S317, the control system determines whether tag=1, if yes, it goes to step S318; if no, it goes directly to step S319; S318、加一层盖面,道数比原盖面层的道数多1道,进入步骤S319;S318, add a layer of cover, the number of layers is one more than the number of layers of the original cover, and go to step S319; S319、控制系统确定清根前先焊面多层多道焊接顺序,焊接位置若为立对接,则采用立焊,从两侧向中间的施焊顺序;焊接位置若为平对接,则采用平焊,从一侧向另一侧的施焊顺序,焊到第n1层。S319. The control system determines the multi-layer and multi-pass welding sequence of the welding surface before root cleaning. If the welding position is vertical butt welding, vertical welding is adopted, and the welding sequence is from both sides to the middle; if the welding position is flat butt welding, flat welding is adopted, and the welding sequence is from one side to the other side, and welding is carried out to the n1th layer. 5.根据权利要求3所述的一种多层多道焊接规划方法,其特征在于,步骤S33包括如下步骤:5. The multi-layer multi-pass welding planning method according to claim 3, characterized in that step S33 comprises the following steps: S331、控制系统绘制后焊面两侧轮廓线并得到不同高度对应坡口宽度LS331, the control system draws the contour lines on both sides of the rear welding surface and obtains the groove width L corresponding to different heights; S332、控制系统基于等高度假设、打底焊道高度h0、填充、盖面焊道高度ha、后焊面实际总高度H计算后焊面填充及盖面预估总层数n,公式为:n=(H-h0)/haS332, the control system calculates the estimated total number of layers n of the back weld filling and cover based on the equal height assumption, the base weld height h 0 , the filling and cover weld heights h a , and the actual total height H back of the back weld, and the formula is: n back = (H back - h 0 ) / h a ; S333、控制系统基于后焊面填充及盖面预估总层数n计算后焊面预估焊缝高度h′=(H-h0)/n,然后控制系统基于后焊面预估焊缝高度h′、填充、盖面焊道高度ha确定后焊面填充、盖面抬升量hS333, the control system calculates the estimated weld height of the rear weld surface hafter=( Hafter - h0 )/ nafter based on the estimated total number of layers nafter of the rear weld surface filling and capping, and then the control system determines the rear weld surface filling and capping lifting amount hafter based on the estimated weld height hafter , the filling and capping weld heights h a ; S334、控制系统计算后焊面每层焊道高度;S334, the control system calculates the height of each weld bead on the rear welding surface; S335、控制系统基于后焊面每层焊道高度、不同高度对应的坡口宽度L和坡口形状计算后焊面每层焊缝填充面积AS335, the control system calculates the weld filling area A of each layer of the rear weld surface based on the height of each weld bead of the rear weld surface, the groove width L corresponding to different heights, and the groove shape; S336、控制系统基于等面积假设确定后焊面每层的焊缝道数m,m=A/A0S336, the control system determines the number of weld passes m after each layer of the rear welding surface based on the equal area assumption, m after = A after / A 0 ; S337、控制系统判断是否tag=1,若是,则进入步骤S338;若否,直接则进入步骤S339;S337, the control system determines whether tag=1, if yes, it goes to step S338; if no, it goes directly to step S339; S338、加一层盖面,道数比原盖面层的道数多1道,进入步骤S339;S338, add a layer of cover, the number of layers is one more than the number of layers of the original cover, and go to step S339; S339、控制系统确定后焊面多层多道焊接顺序,焊接位置若为立对接,则采用立焊,从两侧向中间的施焊顺序;焊接位置若为平对接,则采用平焊,从一侧向另一侧的施焊顺序。S339. The control system determines the multi-layer and multi-pass welding sequence of the rear welding surface. If the welding position is vertical butt welding, vertical welding is adopted, and the welding sequence is from both sides to the middle; if the welding position is flat butt welding, flat welding is adopted, and the welding sequence is from one side to the other side. 6.根据权利要求3所述的一种多层多道焊接规划方法,其特征在于,步骤S34包括以下步骤:6. A multi-layer multi-pass welding planning method according to claim 3, characterized in that step S34 comprises the following steps: S341、控制系统确定清根后先焊面焊接层数n2=n-n1S341, the control system determines the number of welding layers of the first welding surface after root cleaning n 2 =n first -n 1 ; S342、控制系统计算清根后先焊面每层焊缝填充面积A先2S342, the control system calculates the fill area A of each layer of the weld on the first weld surface after root cleaning 2 ; S343、控制系统基于等面积假设确定清根后先焊面每层的焊缝道数m先2,m先2=A先2/A0S343, the control system determines the number of weld passes mxian2 of each layer of the first welding surface after root cleaning based on the equal area assumption, where mxian2 = Axian2 / A0 ; S344、控制系统确定清根后先焊面多层多道焊接顺序,焊接位置若为立对接,则采用立焊,从两侧向中间的施焊顺序;焊接位置若为平对接,则采用平焊,从一侧向另一侧的施焊顺序。S344. The control system determines the multi-layer and multi-pass welding sequence of the first welding surface after root cleaning. If the welding position is vertical butt welding, vertical welding is adopted, and the welding sequence is from both sides to the middle; if the welding position is flat butt welding, flat welding is adopted, and the welding sequence is from one side to the other side. 7.根据权利要求6所述的一种多层多道焊接规划方法,其特征在于,步骤S313包括如下步骤:7. The multi-layer multi-pass welding planning method according to claim 6, characterized in that step S313 comprises the following steps: S3131、控制系统计算先焊面预估焊缝高度h′=(H-h0)/nS3131, the control system calculates the estimated weld height of the first weld surface hfirst ′=( Hfirst -h 0 )/ nfirst ; S3132、控制系统判断是否0.9ha<h′<1.1ha,若是,则进入步骤S3133,若否,则进入步骤S3134;S3132, the control system determines whether 0.9ha < hfirst '< 1.1ha , if yes, proceeds to step S3133, if no, proceeds to step S3134; S3133、先焊面填充、盖面抬升量h=h′,tag=0;S3133, first weld surface filling, cover surface lifting amount hfirst = hfirst ′, tag=0; S3134、控制系统判断是否h′<0.9ha,若是,则进入步骤S3135,若否,则进入步骤S3136;S3134, the control system determines whether h first ′<0.9 h a , if so, it proceeds to step S3135, if not, it proceeds to step S3136; S3135、先焊面填充、盖面抬升量h=ha,tag=0;S3135, first weld surface filling, cover surface lifting amount h first = h a , tag = 0; S3136、先焊面填充、盖面抬升量h=ha,tag=1。S3136, fill the weld surface first, and lift the cover surface by the amount h first = ha , tag = 1. 8.根据权利要求1所述的一种多层多道焊接规划方法,其特征在于,步骤S333包括如下步骤:8. The multi-layer multi-pass welding planning method according to claim 1, characterized in that step S333 comprises the following steps: S3331、控制系统计算后焊面预估焊缝高度h′=(H-h0)/nS3331, the control system calculates the estimated weld height of the rear weld surface hhou ′=( Hhou -h 0 )/ nhou ; S3332、控制系统判断是否0.9ha<h′<1.1ha,若是,则进入步骤S3333,若否,则进入步骤S3334;S3332, the control system determines whether 0.9ha < hafter '< 1.1ha , if so, proceeds to step S3333, if not, proceeds to step S3334; S3333、后焊面填充、盖面抬升量h=h′,tag=0;S3333, rear welding surface filling, cover lifting amount hafter = hafter ′, tag=0; S3334、控制系统判断是否h′<0.9ha,若是,则进入步骤S3335,若否,则进入步骤S3336;S3334, the control system determines whether hhou ′<0.9h a , if so, it proceeds to step S3335, if not, it proceeds to step S3336; S3335、后焊面填充、盖面抬升量h=ha,tag=0;S3335, after welding surface filling, cover lifting amount h after = h a , tag = 0; S3336、后焊面填充、盖面抬升量h=ha,tag=1。S3336, after welding surface filling, cover surface lifting amount h = ha , tag = 1. 9.一种计算机设备,其特征在于,所述计算机设备包括处理器以及存储器,所述存储器存储有计算机程序,所述计算机程序被处理器读取并运行时,实现如权利要求1~8中任意一项所述的多层多道焊接规划方法的步骤。9. A computer device, characterized in that the computer device includes a processor and a memory, the memory stores a computer program, and when the computer program is read and executed by the processor, the steps of the multi-layer and multi-pass welding planning method as described in any one of claims 1 to 8 are implemented. 10.一种计算机可读存储介质,其特征在于,所述计算机可读存储介质存储有计算机程序,所述计算机程序被处理器读取并运行时,实现如权利要求1~8中任意一项所述的多层多道焊接规划方法的步骤。10. A computer-readable storage medium, characterized in that the computer-readable storage medium stores a computer program, and when the computer program is read and executed by a processor, the steps of the multi-layer multi-pass welding planning method as described in any one of claims 1 to 8 are implemented.
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