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Steel girder vibration aging method for steel structure bridges

A technology of vibration aging and steel structure, which is applied in the field of vibration aging and steel beam welding residual stress, which can solve the problems of insufficient steel beam residual stress, difficulty in obtaining steel beam dynamic stress, small excitation force, etc., and achieves low aging cost , Solve the hidden dangers of bridge quality problems and low power consumption

Active Publication Date: 2019-06-04
NANNING SHENHUA VSR TECH RES INST +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

The existing vibration aging methods are all processed by a single vibration aging equipment, but the large steel beam is not only rigid, but also heavy, and the excitation force of a single vibrator is too small, so it is difficult to obtain a steel beam. The dynamic stress required for resonance cannot exceed the yield limit of the material after the dynamic stress and the residual stress are superimposed, so the purpose of effectively eliminating the residual stress of the steel beam cannot be achieved

Method used

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  • Steel girder vibration aging method for steel structure bridges
  • Steel girder vibration aging method for steel structure bridges
  • Steel girder vibration aging method for steel structure bridges

Examples

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Embodiment 1

[0021] figure 1 Shown is a steel girder 2 of a steel structure bridge, which belongs to a steel box girder structure. The steel girder 2 has a bridge surface 201 and a support portion 202 located below the bridge surface 201. The weight is 1200 tons, and the steel girder 2 is 4500 mm high. The bridge surface 201 of the steel girder 2 has a length×width of 110000 mm×33100 mm, a length L of the support part 202 of the steel girder 2 is 110000 mm, and the steel girder 2 is a welded structural member, welded by steel plates.

[0022] The vibration aging method of the steel girder 2 of this steel structure bridge is: use three vibration aging equipment 1, the rated excitation force of the three vibration aging equipment 1 is 50KN, and the rated excitation frequency is 133.33HZ; The aging device 1 has a vibrator 101, a vibrator 102 and four support pads 103, and the controller is connected to the vibrator 101 and the vibrator 102 respectively through wires, including the following s...

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Abstract

The invention discloses a steel beam VSR (vibration stress relief) method for a steel structural bridge and relates to the technical field of stress relief treatment of steel structure parts. A steelbeam comprises a bridge deck part and a support part located below the bridge deck part; multiple sets of VSR equipment are used; the method comprises following operation steps: step one, the steel beam is placed on a support pad; step two, the multiple sets of VSR equipment are mounted on the steel beam; step three, frequency sweeping is performed before vibration; step four, VSR treatment is performed on the steel beam; step five, frequency sweeping is performed after vibration. Compared with the prior art, the method has the advantages that residual stress can be effectively relieved, the average relief rate of the residual stress reaches 49%, the problem of difficulty in relieving the residual stress of the steel beam of the steel structural bridge is solved, and the method can be applied to the manufacturing industry of steel structural bridges.

Description

technical field [0001] The invention relates to the technical field of stress relief treatment of steel structural parts, in particular to a vibration aging method for eliminating residual stress of steel girder welding of steel structure bridges. Background technique [0002] The steel girders of steel structure bridges include steel truss girders, steel box girders, and steel-concrete composite girders. They are large-scale welded structural parts, and some are as high as thousands of tons. This kind of structure is composed of criss-cross ribs, and there are many welding parts. After welding, there is a high residual stress with complex distribution, and the stress concentration phenomenon is prominent. Due to the action of external forces such as wind, the superposition of this residual stress and the working stress of the bridge may lead to serious consequences of deformation or even fracture of the bridge. Therefore, it is necessary to eliminate these residual stresses...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C21D10/00C21D9/00
CPCC21D9/0068C21D10/00
Inventor 杨胜锋杨坤熊文府李艳杨秀山黄华欢骆源岑杰田小艳杨琳俪杨宇光
Owner NANNING SHENHUA VSR TECH RES INST
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