Full penetration welding method for U ribs

A welding method and full penetration technology, applied in welding equipment, arc welding equipment, manufacturing tools, etc., can solve problems such as shortening the service life of bridges, stress concentration of weld bulges, fatigue cracks, etc., and prolong the service life of bridges. The effect of avoiding stress concentration and improving stress characteristics

Active Publication Date: 2018-01-19
SHANGHAI ZHENHUA HEAVY IND
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Problems solved by technology

However, the inventor found in further research that since the deep penetration welding in this patent document adopts flat welding, the back of the weld is easy to form a convex undercut phenomenon during the solidification process because of the surface tension of molten iron, such as figure 2 As shown, the uneven transition formed by the weld protrusions is likely to cause stress concentration. During the service process, due to the alternating load caused by the running of the vehicle, fatigue cracks tend to be serious, and ultimately reduce the service life of the bridge.

Method used

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  • Full penetration welding method for U ribs
  • Full penetration welding method for U ribs
  • Full penetration welding method for U ribs

Examples

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Embodiment 1

[0056] Taking the high-strength steel plate with U-rib 10 plate thickness t of 8mm and panel 20 thickness T of 16mm as an example, U-rib 10 fillet weld single-side welding double-side forming full penetration welding.

[0057] 1. Preparation before welding

[0058] according to image 3 Groove processing and assembly are completed, the U-rib 10 plate thickness t is 8mm, the panel 20 thickness T is 16mm, and the steel plate material is Q345qE. The angle a between the rib angle 11 on one side of the U rib 10 and the panel 20 is 75°, the groove angle b on the outer side of the weld is 50°, the gap between the root and the blunt edge is less than 1mm during assembly, and the groove and the surrounding 20mm are removed before welding. Rust, oil stains.

[0059] 2. Welding adjustment

[0060] Hoist the workpiece (assembled U-rib 10 and panel 20) onto the tire frame, adjust the tire frame to form an 8° reverse inclination c (that is, the rib foot 12 on the other side opposite to t...

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Abstract

The invention provides a full penetration welding method for U ribs. According to the method, a reverse dip angle is arranged on a to-be-welded panel relative to the horizontal plane during backing welding, a poly-arc pulse deep penetration welding gun at a specific angle is matched to carry out welding, and through gravity, a phenomena of embossment and undercut caused by tensile force on the surface of molten iron can be overcome, so that full penetration welding between U ribs and panel welding seams is well completed, and the forming at the inner side and outer side is favorable. Through full penetration welding seams, net sectional areas of the welding seams are ensured, so that equal strength between the welding seams and base materials is ensured, the phenomenon of stress concentration of welding seam roots due to partial penetration is avoided and the anti-fatigue performance of welding joints is effectively enhanced.

Description

technical field [0001] The invention relates to a welding method, in particular to a U-rib full-penetration welding method. Background technique [0002] With the advantages of light weight and fast construction speed, orthotropic steel bridge decks have been widely used in large and medium-span steel bridge decks at home and abroad. Steel bridge deck structures such as figure 1 shown. Due to the narrow, long and closed structural characteristics of the U-rib itself, the traditional U-rib and the panel are welded with an outer single-side fillet weld, and the weld penetration is 80% of the thickness of the U-rib. During the use of the bridge, the steel bridge deck is subjected to alternating loads of vehicle wheel pressure, which will cause fatigue cracks at the inner root of the U rib, resulting in the location of the U rib weld becoming a high-risk area for steel bridge safety hazards. The quality of the weld between the U rib and the deck Good or bad, directly affects t...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): B23K9/00B23K9/02B23K9/235
Inventor 庞延波马立芬吴斌包孔罗海生杨春松汪兴隆郭强顾福民沈大明
Owner SHANGHAI ZHENHUA HEAVY IND
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