CN102773590B - Small-section square girder and welding process thereof - Google Patents

Small-section square girder and welding process thereof Download PDF

Info

Publication number
CN102773590B
CN102773590B CN201210246757.XA CN201210246757A CN102773590B CN 102773590 B CN102773590 B CN 102773590B CN 201210246757 A CN201210246757 A CN 201210246757A CN 102773590 B CN102773590 B CN 102773590B
Authority
CN
China
Prior art keywords
welding
welded
inner cavity
plate
arc
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201210246757.XA
Other languages
Chinese (zh)
Other versions
CN102773590A (en
Inventor
海卫东
佐勇
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanxi Pingyang Industry Machinery Co Ltd
Original Assignee
Shanxi Pingyang Industry Machinery Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shanxi Pingyang Industry Machinery Co Ltd filed Critical Shanxi Pingyang Industry Machinery Co Ltd
Priority to CN201210246757.XA priority Critical patent/CN102773590B/en
Publication of CN102773590A publication Critical patent/CN102773590A/en
Application granted granted Critical
Publication of CN102773590B publication Critical patent/CN102773590B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Butt Welding And Welding Of Specific Article (AREA)
  • Arc Welding In General (AREA)

Abstract

本发明公开了一种小截面方形大梁及其焊接工艺,属于焊接技术,解决现有手工焊接在施焊空间小时,焊接质量低的问题。小截面方形大梁,由四块宽度200-220mm,长度≤10m的梁板组对形成箱形内腔,内腔内设有加强筋板,梁板两端焊接有法兰,其中梁板之间、梁板与法兰之间均为内外角焊缝,焊接时,首先在焊前将待焊部位清理干净,装焊引弧板、收弧板,采用自动焊接小车实施焊接,焊接时采用内腔、外露焊缝交替施焊顺序,先焊内腔打底焊焊缝,背面严格清根后,再焊外露焊缝打底焊缝,之后依次焊接内腔、外露焊缝,采用分段退焊法。本发明把焊接变形控制在允许的范围内,提高小截面方形大梁的抗扭、抗剪切能力,保证大梁的稳定性及可靠性。

The invention discloses a square girder with a small cross-section and a welding process thereof, which belongs to the welding technology and solves the problems of small welding space and low welding quality in the prior manual welding. The small cross-section square girder is composed of four beam plates with a width of 200-220mm and a length of ≤10m to form a box-shaped inner cavity. The inner cavity is equipped with a rib plate, and flanges are welded at both ends of the beam plate. , There are internal and external fillet welds between the beam plate and the flange. When welding, first clean up the parts to be welded before welding, install the arc starting plate and the arc receiving plate, and use an automatic welding trolley to carry out welding. Cavity and exposed welds are welded alternately, the inner cavity and exposed welds are welded first, the backside is strictly cleaned, and then the exposed welds are welded, and then the inner cavity and exposed welds are welded sequentially. welding method. The invention controls the welding deformation within the allowable range, improves the torsion resistance and shear resistance of the small-section square girder, and ensures the stability and reliability of the girder.

Description

一种小截面方形大梁及其焊接工艺A small cross-section square girder and its welding process

技术领域 technical field

本发明属于焊接技术,涉及一种小截面方形大梁及其焊接工艺。 The invention belongs to the welding technology, and relates to a square girder with a small cross-section and a welding process thereof.

背景技术 Background technique

目前,在煤矿机械的洗煤选煤、房屋建造、桥梁、起重设备等行业中,小截面方形大梁结构设计被大量采用,其稳定性、可靠性及作业时的工作效率至关重要。 At present, in the coal washing and coal preparation of coal mining machinery, house construction, bridges, lifting equipment and other industries, the small cross-section square girder structure design is widely used, and its stability, reliability and work efficiency during operation are very important.

大梁结构设计通常采用焊接结构设计。焊缝内外分布,工作状态中往往承受瞬间冲击及交变载荷,受力复杂,从而对产品的焊接质量要求很高。目前,国内通常采用的焊接方法为手工CO2气体保护焊。当涉及的大梁截面小时,焊接操作空间狭窄,手工焊接质量保证难度大。由于焊接质量问题经常造成大梁的失效、断裂。 The girder structure design usually adopts the welded structure design. The internal and external distribution of the weld seam often bears instantaneous impact and alternating load in the working state, and the stress is complicated, so the welding quality of the product is very high. At present, the welding method commonly used in China is manual CO2 gas shielded welding. When the cross-section of the beam involved is small, the welding operation space is narrow, and it is difficult to ensure the quality of manual welding. The failure and fracture of the girder are often caused by welding quality problems.

为了解决现有手工焊接在施焊空间小时,存在的焊接质量低,有必要研发一种自动焊接方式,解决结构设计带来的施焊空间小,焊接质量保证困难的问题,为小截面方形大梁设计结构的广泛应用提供了可靠的保证。 In order to solve the problem of small welding space and low welding quality in existing manual welding, it is necessary to develop an automatic welding method to solve the problems of small welding space and difficult welding quality assurance brought about by structural design. The wide application of the design structure provides a reliable guarantee.

发明内容 Contents of the invention

本发明是为了解决现有手工焊接在施焊空间小时,存在的焊接质量低的问题,而提供了一种小截面方形大梁及其焊接工艺。 The invention aims to solve the problem of low welding quality in the small welding space of existing manual welding, and provides a small cross-section square girder and its welding process.

一种小截面方形大梁,由四块宽度200-220mm,长度≤10m的梁板组对形成箱形内腔,内腔内设有加强筋板,梁板两端焊接有法兰,其中梁板之间、梁板与法兰之间均为内外角焊缝。 A small cross-section square girder, which is composed of four beam plates with a width of 200-220mm and a length of ≤10m to form a box-shaped inner cavity. The inner cavity is provided with a rib plate, and flanges are welded at both ends of the beam plate. Between the beam and the flange are internal and external fillet welds.

一种小截面方形大梁的焊接工艺方法,包括以下步骤: A welding process method for a square girder with a small cross-section, comprising the following steps:

首先在焊前将待焊部位清理干净,装焊引弧板、收弧板,采用自动焊接小车实施焊接,焊接时采用内腔、外露焊缝交替施焊顺序,先焊内腔打底焊焊缝,背面严格清根后,再焊外露焊缝打底焊缝,之后依次焊接内腔、外露焊缝,在施焊过程中采用分段退焊法控制大梁的焊接变形,焊接时自动焊接小车焊接速度为0.1~5m/min,焊接完成后采用振动时效去应力处理。 First of all, clean up the parts to be welded before welding, install and weld the arc starting plate and arc receiving plate, and use the automatic welding trolley to carry out welding. During welding, the inner cavity and the exposed weld seam are alternately welded, and the inner cavity is welded first. After the backside is strictly cleaned, the exposed weld seam is welded as the base weld seam, and then the inner cavity and the exposed weld seam are welded in sequence. During the welding process, the welding deformation of the girder is controlled by the segmented back welding method, and the welding trolley is automatically welded during welding. The welding speed is 0.1-5m/min, and the vibration aging stress relief treatment is adopted after the welding is completed.

所述的焊接电流120~300A、电弧电压22~33V、送丝速度1~15m/min,焊接过程中使用混合气体80%Ar+20%CO2The welding current is 120~300A, the arc voltage is 22~33V, the wire feeding speed is 1~15m/min, and the mixed gas 80%Ar+20% CO2 is used in the welding process.

所述的焊接电流250~280A、电弧电压27~31V、送丝速度1~15m/min,焊接过程中使用混合气体80%Ar+20%CO2The welding current is 250~280A, the arc voltage is 27~31V, the wire feeding speed is 1~15m/min, and the mixed gas 80%Ar+20% CO2 is used in the welding process.

本发明小截面方形大梁,横截面积小、纵向长度长、支撑薄弱及焊接量大的箱形结构,焊接工艺方法主要解决小截面方形大梁的断裂、焊缝开裂及在交变载荷的长期作用下产生的低应力脆断等问题。运用本发明的焊接工艺方法既能保证小截面方形大梁焊接质量(焊接接头Ⅰ级,GB/T3323—2005或GB/T11345—1989)、把焊接变形控制在允许的范围内,又能提高小截面方形大梁的抗扭、抗剪切能力,从而保证了大梁的稳定性及可靠性。 The small cross-section square girder of the present invention is a box-shaped structure with small cross-sectional area, long longitudinal length, weak support and large welding volume. The welding process mainly solves the fracture of the small cross-section square girder, weld cracking and long-term action under alternating loads. Problems such as low stress brittle fracture generated under the environment. Using the welding process method of the present invention can not only ensure the welding quality of small-section square girders (welding joint grade I, GB/T3323-2005 or GB/T11345-1989), control the welding deformation within the allowable range, but also improve the welding quality of small-section beams. The torsion and shear resistance of the square girder ensures the stability and reliability of the girder.

附图说明 Description of drawings

图1为本发明的结构示意图; Fig. 1 is a structural representation of the present invention;

图中:1-梁板、2-加强筋板。 In the figure: 1-beam plate, 2-rib plate.

具体实施方式 Detailed ways

以下结合附图对本发明做进一步说明。 The present invention will be further described below in conjunction with the accompanying drawings.

如图1所示的一种小截面方形大梁,由四块宽度220mm,长度10m的梁板1组对形成箱形内腔,内腔内设有加强筋板2,梁板1两端焊接有法兰,其中梁板之间、梁板与法兰之间均为内外角焊缝。 As shown in Figure 1, a square girder with a small cross-section consists of four beam plates with a width of 220mm and a length of 10m in pairs to form a box-shaped inner cavity, and a rib plate 2 is arranged in the inner cavity, and two ends of the beam plate 1 are welded. Flanges, where the beam-slab and the beam-slab and the flange are internal and external fillet welds.

焊接时,包括以下步骤: When soldering, the following steps are involved:

1.焊前将焊缝两侧30mm区域内的油污、脏物、氧化皮等清理干净; 1. Before welding, clean up the oil, dirt, scale, etc. in the 30mm area on both sides of the weld;

2.装焊引弧板、收弧板; 2. Install welding arc starting plate and arc closing plate;

3.使用自动焊接小车进行内腔船形焊打底焊接,从引弧板开始焊接到收弧板收弧,焊缝高度5~6mm,焊接时,按对角顺序,依次焊接;其中焊丝直径φ1.2;焊接电流250~260A;电弧电压27~29V;气体流量15~20L/min;焊接速度450mm/min; 3. Use the automatic welding trolley to carry out the bottom welding of the inner cavity boat welding, starting from the arc striking plate to the arc closing plate, the welding seam height is 5~6mm, and welding is performed in diagonal order during welding; the diameter of the welding wire is φ1 .2; welding current 250~260A; arc voltage 27~29V; gas flow 15~20L/min; welding speed 450mm/min;

4.使用角向砂轮机依次对焊缝背面清根,清理掉未熔透的部分,使待焊部分平整、光滑、无杂质,然后使用自动焊接小车,采用分段退焊法,依次对焊缝进行打底焊接,焊接时,按对角顺序,依次焊接,焊缝高度5~6mm;其中焊丝直径φ1.2;焊接电流260~270A;电弧电压28~30V;气体流量15~20L/min;焊接速度440mm/min; 4. Use an angle grinder to clean the back of the weld in turn, clean up the part that is not penetrated, so that the part to be welded is flat, smooth and free of impurities, and then use an automatic welding trolley, adopt the segmented back welding method, and weld in turn When welding, according to the diagonal order, welding in turn, the welding seam height is 5~6mm; the diameter of the welding wire is φ1.2; the welding current is 260~270A; the arc voltage is 28~30V; the gas flow rate is 15~20L/min ;Welding speed 440mm/min;

5. 使用自动焊接小车进行内腔船形焊接至工艺要求的焊缝高度,从引弧板开始焊接到收弧板收弧,焊缝高度每层5~6mm,焊接时,按对角顺序,依次焊接;其中焊丝直径φ1.2;焊接电流270~280A;电弧电压29~31V;气体流量15~20L/min;焊接速度430mm/min; 5. Use the automatic welding trolley to carry out inner cavity boat-shaped welding to the welding seam height required by the process, starting from the arc starting plate to the arc receiving plate to close the arc. The welding seam height is 5~6mm per layer. When welding, follow the diagonal order, in order Welding; wire diameter φ1.2; welding current 270~280A; arc voltage 29~31V; gas flow 15~20L/min; welding speed 430mm/min;

6.使用扁铲、钢丝刷清理外露四道打底焊缝的飞溅、氧化皮等,使用低压空气把焊缝吹干净, 使用自动焊接小车,采用分段退焊法,依次对焊缝进行焊接至工艺要求的焊缝高度,焊接时,按对角顺序,依次焊接;其中焊丝直径φ1.2;焊接电流270~280A;电弧电压29~33V;气体流量15~20L/min;焊接速度450mm/min;。 6. Use a flat shovel and a wire brush to clean the splashes and scales of the four exposed bottom welds, use low-pressure air to blow the welds clean, use an automatic welding trolley, and use the segmented back welding method to weld the welds in sequence To the welding seam height required by the process, when welding, weld according to the diagonal order; among them, the diameter of the welding wire is φ1.2; the welding current is 270~280A; the arc voltage is 29~33V; the gas flow rate is 15~20L/min; the welding speed is 450mm/ min;.

7.使用割枪割掉引弧板、收弧板,清理焊渣、飞溅; 7. Use a torch to cut off the arc starting plate and arc receiving plate, and clean up welding slag and splash;

8.装焊大梁法兰或零、部件; 8. Assembling and welding beam flanges or parts and components;

9.振动时效:设备型号LH—KYFSY0070300,激振器偏心率40°,激振器转速、加速度、激振时间(1)3620rpm、17m/s2、10min;(2) 3950rpm、21m/s2、8min;(3)4295rpm、26m/s2、8min;(4)4710rpm、31m/s2、8min;(5)5040rpm、37m/s2、6min。 9. Vibration aging: equipment model LH—KYFSY0070300, exciter eccentricity 40°, exciter speed, acceleration, excitation time (1) 3620rpm, 17m/s 2 , 10min; (2) 3950rpm, 21m/s 2 , 8min; (3) 4295rpm, 26m/s 2 , 8min; (4) 4710rpm, 31m/s 2 , 8min; (5) 5040rpm, 37m/s 2 , 6min.

实施例2 Example 2

如图1所示的一种小截面方形大梁,由四块宽度200mm,长度9m的梁板1组对形成箱形内腔,内腔内设有加强筋板2,梁板1两端焊接有法兰,其中梁板之间、梁板与法兰之间均为内外角焊缝。 As shown in Figure 1, a square girder with a small cross-section is composed of four pairs of beam plates with a width of 200mm and a length of 9m to form a box-shaped inner cavity, and a rib plate 2 is arranged in the inner cavity, and the two ends of the beam plate 1 are welded. Flanges, where the beam-slab and the beam-slab and the flange are internal and external fillet welds.

焊接时,包括以下步骤: When soldering, the following steps are involved:

1.焊前将焊缝两侧25mm区域内的油污、脏物、氧化皮等清理干净; 1. Before welding, clean up the oil, dirt, scale, etc. in the 25mm area on both sides of the weld;

2.装焊引弧板、收弧板; 2. Install welding arc starting plate and arc closing plate;

3.使用自动焊接小车进行内腔船形焊打底焊接,从引弧板开始焊接到收弧板收弧,焊缝高度5~6mm,焊接时,按对角顺序,依次焊接;其中焊丝直径φ1.2;焊接电流120~150A;电弧电压22~24V;气体流量15~20L/min;焊接速度450mm/min; 3. Use the automatic welding trolley to carry out the bottom welding of the inner cavity boat welding, starting from the arc striking plate to the arc closing plate, the welding seam height is 5~6mm, and welding is performed in diagonal order during welding; the diameter of the welding wire is φ1 .2; welding current 120~150A; arc voltage 22~24V; gas flow 15~20L/min; welding speed 450mm/min;

4.使用角向砂轮机依次对焊缝背面清根,清理掉未熔透的部分,使待焊部分平整、光滑、无杂质,然后使用自动焊接小车,采用分段退焊法,依次对焊缝进行打底焊接,焊接时,按对角顺序,依次焊接,焊缝高度5~6mm;其中焊丝直径φ1.2;焊接电流150~170A;电弧电压23~25V;气体流量15~20L/min;焊接速度440mm/min; 4. Use an angle grinder to clean the back of the weld in turn, clean up the part that is not penetrated, so that the part to be welded is flat, smooth and free of impurities, and then use an automatic welding trolley, adopt the segmented back welding method, and weld in turn When welding, according to the diagonal order, welding in turn, the welding seam height is 5~6mm; the diameter of the welding wire is φ1.2; the welding current is 150~170A; the arc voltage is 23~25V; the gas flow rate is 15~20L/min ;Welding speed 440mm/min;

5. 使用自动焊接小车进行内腔船形焊接至工艺要求的焊缝高度,从引弧板开始焊接到收弧板收弧,焊缝高度每层5~6mm,焊接时,按对角顺序,依次焊接;其中焊丝直径φ1.2;焊接电流170~190A;电弧电压25~27V;气体流量15~20L/min;焊接速度430mm/min; 5. Use the automatic welding trolley to carry out inner cavity boat-shaped welding to the welding seam height required by the process, starting from the arc starting plate to the arc receiving plate to close the arc. The welding seam height is 5~6mm per layer. When welding, follow the diagonal order, in order Welding; welding wire diameter φ1.2; welding current 170~190A; arc voltage 25~27V; gas flow 15~20L/min; welding speed 430mm/min;

6.使用扁铲、钢丝刷清理外露四道打底焊缝的飞溅、氧化皮等,使用低压空气把焊缝吹干净, 使用自动焊接小车,采用分段退焊法,依次对焊缝进行焊接至工艺要求的焊缝高度,焊接时,按对角顺序,依次焊接;其中焊丝直径φ1.2;焊接电流170~190A;电弧电压25~27V;气体流量15~20L/min;焊接速度450mm/min;。 6. Use a flat shovel and a wire brush to clean the splashes and scales of the four exposed bottom welds, use low-pressure air to blow the welds clean, use an automatic welding trolley, and use the segmented back welding method to weld the welds in sequence To the welding seam height required by the process, when welding, weld according to the diagonal order; among them, the diameter of the welding wire is φ1.2; the welding current is 170~190A; the arc voltage is 25~27V; the gas flow rate is 15~20L/min; the welding speed is 450mm/ min;.

7.使用割枪割掉引弧板、收弧板,清理焊渣、飞溅; 7. Use a torch to cut off the arc starting plate and arc receiving plate, and clean up welding slag and splash;

8.装焊大梁法兰或零、部件; 8. Assembling and welding beam flanges or parts and components;

9.振动时效:设备型号LH—KYFSY0070300,激振器偏心率40°,激振器转速、加速度、激振时间(1)3620rpm、17m/s2、10min;(2) 3950rpm、21m/s2、8min;(3)4295rpm、26m/s2、8min;(4)4710rpm、31m/s2、8min;(5)5040rpm、37m/s2、6min。 9. Vibration aging: equipment model LH—KYFSY0070300, exciter eccentricity 40°, exciter speed, acceleration, excitation time (1) 3620rpm, 17m/s 2 , 10min; (2) 3950rpm, 21m/s 2 , 8min; (3) 4295rpm, 26m/s 2 , 8min; (4) 4710rpm, 31m/s 2 , 8min; (5) 5040rpm, 37m/s 2 , 6min.

Claims (1)

1.一种小截面方形大梁的焊接工艺方法,其特征是:所述的小截面方形大梁由四块宽度200-220mm,长度≤ 10m 的梁板(1)组对形成箱形内腔,内腔内设有加强筋板(2),梁板(1)两端焊接有法兰,其中梁板之间、梁板与法兰之间均为内外角焊缝;具体的焊接工艺方法包括以下步骤:首先在焊前将待焊部位清理干净,装焊引弧板、收弧板,采用自动焊接小车实施焊接,焊接时采用内腔、外露焊缝交替施焊顺序,先焊内腔打底焊焊缝,背面严格清根后,再焊外露焊缝打底焊缝,之后依次焊接内腔、外露焊缝,在施焊过程中采用分段退焊法控制大梁的焊接变形,焊接时自动焊接小车焊接速度为0.1-5m/min,焊接完成后采用振动时效去应力处理;其中,所述的焊接电流250-280A、电弧电压27-31V、送丝速度1-15m/min,焊接过程中使用混合气体80%Ar+20%CO2;振动时效:激振器偏心率40°,激振器转速、加速度、激振时间1)3620rpm、17m/s2、10min;2)3950rpm、21m/s2、8min;3)4295rpm、26m/s2、8min;4)4710rpm、31m/s2、8min;5)5040rpm、37m/s2、6min。 1. A welding process for a small cross-section square girder, characterized in that: the small cross-section square girder is composed of four beam plates (1) with a width of 200-220 mm and a length of ≤ 10 m to form a box-shaped inner cavity. There are ribbed plates (2) in the cavity, and flanges are welded at both ends of the beam plate (1), and the inner and outer fillet welds are used between the beam plate and between the beam plate and the flange; the specific welding process includes the following Steps: First, clean up the parts to be welded before welding, install the arc striking plate and the arc receiving plate, and use the automatic welding trolley to carry out welding. During welding, the inner cavity and the exposed weld seam are alternately welded, and the inner cavity is welded first. Weld the weld seam. After the back is strictly cleaned, the exposed weld seam is welded as the bottom weld seam, and then the inner cavity and the exposed weld seam are welded sequentially. The welding speed of the welding trolley is 0.1-5m/min, and after the welding is completed, vibration aging is used to relieve stress; wherein, the welding current is 250-280A, the arc voltage is 27-31V, and the wire feeding speed is 1-15m/min. Use mixed gas 80%Ar+20%CO2; vibration aging: eccentricity of the exciter is 40°, rotational speed, acceleration, and excitation time of the exciter 1) 3620rpm, 17m/s 2 , 10min; 2) 3950rpm, 21m/s 2 , 8min; 3) 4295rpm, 26m/s 2 , 8min; 4) 4710rpm, 31m/s 2 , 8min; 5) 5040rpm, 37m/s 2 , 6min.
CN201210246757.XA 2012-07-17 2012-07-17 Small-section square girder and welding process thereof Expired - Fee Related CN102773590B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201210246757.XA CN102773590B (en) 2012-07-17 2012-07-17 Small-section square girder and welding process thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201210246757.XA CN102773590B (en) 2012-07-17 2012-07-17 Small-section square girder and welding process thereof

Publications (2)

Publication Number Publication Date
CN102773590A CN102773590A (en) 2012-11-14
CN102773590B true CN102773590B (en) 2015-06-17

Family

ID=47118817

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201210246757.XA Expired - Fee Related CN102773590B (en) 2012-07-17 2012-07-17 Small-section square girder and welding process thereof

Country Status (1)

Country Link
CN (1) CN102773590B (en)

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104439680A (en) * 2014-11-18 2015-03-25 贵州安吉航空精密铸造有限责任公司 Casting repair welding method
CN104708172B (en) * 2015-02-13 2017-03-22 山西平阳重工机械有限责任公司 Full penetration weld method for fillet joint single-face J-shaped groove of box beam of vibration screen
CN104759739B (en) * 2015-03-12 2017-01-18 中车眉山车辆有限公司 Compound welding process of railway vehicle box beam
CN104889544B (en) * 2015-05-19 2017-11-21 沈阳富创精密设备有限公司 Stainless steel cavity preheats transmission cavity welding procedure
CN105328316A (en) * 2015-11-20 2016-02-17 金川集团股份有限公司 Welding method for plates and strips
CN107363400A (en) * 2017-08-30 2017-11-21 安徽海螺川崎装备制造有限公司 A kind of cement producing line bucket elevator case weld method
CN110899911B (en) * 2019-10-22 2021-12-21 沪东中华造船(集团)有限公司 Welding deformation control process for large-diameter maintenance cover mounting base of LNG ship cabin
CN110900020A (en) * 2019-11-26 2020-03-24 宝鸡中车时代工程机械有限公司 Anti-deformation welding process for large-length box-shaped structural member
CN113909694A (en) * 2021-09-16 2022-01-11 中车青岛四方机车车辆股份有限公司 Annealing-free stress relief process method for bogie
CN114749821B (en) * 2022-05-25 2023-05-05 武汉中谷联创光电科技股份有限公司 Welding method

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN200939558Y (en) * 2006-08-23 2007-08-29 上海浦东普瑞机械有限公司 Beam structure of digital controlled cutting machine
CN101074085A (en) * 2007-06-06 2007-11-21 中国核工业华兴建设有限公司 Method for assembling and welding cased crane-beam in circular rail of nuclear-power station
CN201769011U (en) * 2010-07-30 2011-03-23 武汉一冶钢结构有限责任公司 Automatic welding tractor

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN200939558Y (en) * 2006-08-23 2007-08-29 上海浦东普瑞机械有限公司 Beam structure of digital controlled cutting machine
CN101074085A (en) * 2007-06-06 2007-11-21 中国核工业华兴建设有限公司 Method for assembling and welding cased crane-beam in circular rail of nuclear-power station
CN201769011U (en) * 2010-07-30 2011-03-23 武汉一冶钢结构有限责任公司 Automatic welding tractor

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
轨道用箱型梁的制作方法;蔡静;《科技创新导报》;20091231(第36期);第61-62页 *

Also Published As

Publication number Publication date
CN102773590A (en) 2012-11-14

Similar Documents

Publication Publication Date Title
CN102773590B (en) Small-section square girder and welding process thereof
CN101288919A (en) Welding method for thick plate and ultra-thick plate of 50-120 mm
CN103317219B (en) Cut deal gap I type groove unclear welding procedure such as not
CN104259622B (en) Under wet environment, factory building columns butt welding connects method
CN101956457A (en) Method for constructing rectangular steel pipe concrete column
CN104259634A (en) Full penetration fillet weld back-gouging-free welding technology
CN104690402B (en) A kind of buttcover plate submerged-arc welding method exempting from back chipping
CN113172361B (en) Method and system for welding and repairing hub of wind generating set
CN106563868A (en) Two-sided welding method for U-shaped ribbed slab unit welding seam
CN107252955A (en) The welding procedure of offshore wind farm jacket basis bracket
CN104117762A (en) Rebar groove welding method
CN105127564A (en) Submerged-arc welding process of stainless steel plate larger than 80mm in thickness
CN104607785B (en) A kind of box girder welding method
JP4952892B2 (en) Welding method for extra heavy steel plates
CN103317211A (en) All-position TIG automatic welding technology method for framework side cross beam circular tube
CN101244488A (en) Construction method for steel bar work down electro-slag pressure welding
CN201704801U (en) Steel pipe truss and H-shaped steel column connecting member
CN103495793A (en) Improved construction method for hoisting and welding large-tonnage cast steel component complex joints
CN103293036B (en) Prefabricating method of high-strength steel re-welded transverse cracks
CN103949754B (en) The large-scale box beam welding procedure of cut deal
CN105458536A (en) Welding technique for steel structure box column
CN105328310B (en) A kind of automatic argon arc for magnesium alloy joint welding cracks welding with filler wire method
CN105382384B (en) A kind of reinforcing bar melts ledge bar welding method
CN102528236A (en) Welding method and welding jig for pile leg single-face rack
CN103817429B (en) Intelligent DC inversion formula concret iron electroslag pressure welder

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150617