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U-rib inlaying section full penetration welding process method

A welding process and a technology for inserting and inserting sections, which are applied in the field of full-penetration welding of U-rib inserting and inserting sections, can solve the problem of failure to achieve penetration welding at U-rib inserting and inserting sections, reduce the mechanical properties of full-penetration welding, and reduce bridge decks. Fatigue and other problems, to achieve the effect of suppressing magnetic bias blowing and incomplete penetration, ensuring welding mechanical properties, and high integrity

Active Publication Date: 2021-07-23
CHINA RAILWAY JIUJIANG BRIDGE ENG +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

U-rib full-penetration welding is also a method to solve the fatigue problem of orthotropic bridge decks. At present, bridge factories have adopted U-rib full-penetration welding technology to realize full-penetration welding of plate elements. Penetration welding failed to achieve
At the same time, due to the deviation of on-site operation, if the welding arc has a magnetic deflection phenomenon at the butt joint groove, it will cause an incomplete penetration area on the inner side of the butt joint between the embedded section and the panel and U rib, thereby reducing the overall penetration welding. The mechanical properties of the embedding section and related components may cause stress concentration and fatigue cracks at the joints. Therefore, a new technical solution is needed to improve it.

Method used

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  • U-rib inlaying section full penetration welding process method
  • U-rib inlaying section full penetration welding process method
  • U-rib inlaying section full penetration welding process method

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0041] This embodiment provides a full-penetration welding process method for the embedded segment 3, and the process method includes the following steps:

[0042] S1: Open a round end-shaped hand hole 3a on the bottom surface of the interlocking section 3 docked with the U rib 2 (such as Figure 1-2 shown), the size of the hand hole 3a is 100×200mm, which is convenient for the operator’s palm to penetrate and exit;

[0043] S2: At the corner joint between the embedding section 3 and the bridge deck 1, the operator sticks the ceramic corner gasket 4 through the hand hole 3a (such as Figure 4 shown), the model of corner gasket 4 is TG2.34J(α), the angle α is the angle between U rib 2 and bridge deck 1, the thickness of the deck is 12mm, and the groove angle between U rib 2 and bridge deck 1 is 50°;

[0044]S3: The steel liner 5 is used below the arc section, and the steel liner 5 is installed when the unit is manufactured (such as Figure 5 shown);

[0045] S4: At the joint...

Embodiment 2

[0058] The difference between the present embodiment and the first embodiment is that the size of the hand hole 3a, the welding current, the voltage, the welding speed and the gas flow rate are different, including the following steps:

[0059] S1: Open a round end-shaped hand hole 3a on the bottom surface of the interlocking section 3 docked with the U rib 2 (such as Figure 1-2 shown), the size of the hand hole 3a is 150×300mm, which is convenient for the operator’s palm to penetrate and exit;

[0060] S2: At the corner joint between the embedding section 3 and the bridge deck 1, the operator inserts the ceramic corner gasket 4 through the hand hole 3a, the corner gasket 4 is TG2.34J(α), and the angle α is U rib 2 Angle with bridge deck 1, deck thickness 12mm, U rib 2 and bridge deck 1 groove angle is 50° (eg Figure 4 shown);

[0061] S3: The steel liner 5 is used below the arc section, and the steel liner 5 is installed when the unit is manufactured (such as Figure 5 s...

Embodiment 3

[0072] The difference between this embodiment and Embodiment 1 is that the corrosion detection step S7 is added, and the process method of the step S7 is as follows:

[0073] S7: According to the same process described in Steps S1-S6 of Example 1, the comparison test block is made by welding the embedded section 3, the U rib 2 test section, and the test bridge deck 1, and the concentration of the comparison test block is 4%. The nitric acid alcohol solution, fully soaked for 10 minutes, took it out, and took a sample of the welded section, and took the sampling picture as a reference standard for repeated operations.

[0074] After the corrosion inspection of step S7 in this embodiment, the state of the comparison test block being subjected to acid corrosion is as follows: Figure 7-9 shown. Due to the same process as steps S1-S6, Figure 7 It can reflect the macroscopic acid etching condition of the weld between the interlocking section 3 and the bridge deck 1, Figure 8 I...

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Abstract

The invention discloses a U-rib inlaying section full penetration welding process method. The U-rib inlaying section full penetration welding process method comprises the following steps of forming a hand hole, internally attaching angle liners, steel liners and ceramic liners, and then performing gas shielded welding on an inlaying section. According to the method, full penetration welding of the inlaying section and a bridge deck is achieved, meanwhile, use of the inlaying section and the steel liners of a U rib butt joint welding seam is reduced, the influence of the steel liners on the fatigue performance is reduced, and the method is suitable for full penetration welding of the inlaying section of the orthotropic bridge deck of a steel bridge; moreover, the material structure design of the liners can be equivalent to a welding guide plate structure of the inlaying section, and the liner portions provide a magnetic conduction effect and reduce the magnetic flux density of a nearby space, so that an electric arc deviates towards the liner positions, a high-quality full penetration weld seam from the deep position of a groove gap to the surface is formed, the magnetic blowing and incomplete penetration phenomena are effectively inhibited, and the welding mechanical property of the inlaying section portion of the orthotropic bridge deck is guaranteed; and the welding seam manufactured through the method is high in integrity, the corrosion resistance is detected through an acid solution, and high safety and durability are achieved.

Description

technical field [0001] The invention relates to a welding process method for full penetration of U ribs on orthotropic bridge decks of steel bridges, in particular to a welding method aimed at full penetration of U rib embedding sections. Background technique [0002] Orthotropic bridge deck is the most widely used structure on steel structure bridges. It has many advantages such as strong bearing capacity, beautiful appearance, and good economy. However, fatigue cracks often occur, and cracks in the bridge deck and U-rib fillet welds are the most common. typical. In order to improve the fatigue performance of the connection between the bridge deck and the U-rib, foreign experts and scholars have carried out a lot of research work. Japanese scholar Miki used the finite element method to conduct finite element analysis of the structure, and adopted the concept of notch stress. The research found that the greater the penetration rate, the smaller the notch stress at the weldi...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): B23K9/16B23K9/235
CPCB23K9/16B23K9/235Y02E30/30
Inventor 陈潜郭红艳潘云龙朱东明梁辉付建辉王磊陈兵山王中美刘翔肖辉东卢忠艳
Owner CHINA RAILWAY JIUJIANG BRIDGE ENG