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Ribbed constrained damping layer structure

A technology of constrained damping and layer structure, which is applied to building components, earthquake resistance, etc., can solve the problems of local bonding failure, reduce the vibration and noise reduction ability of the constrained damping layer, etc., to reduce local deformation and improve the vibration and noise reduction ability , increasing the effect of shear deformation

Active Publication Date: 2016-08-24
EAST CHINA JIAOTONG UNIVERSITY
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  • Abstract
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  • Claims
  • Application Information

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Problems solved by technology

For engineering structures bearing large loads, the length, width and thickness of the structural members themselves are relatively large, so the area and thickness of the applied constrained damping layer are also relatively large, then the local deformation of the constrained layer will lead to local bonding failure , thereby reducing the vibration and noise reduction capability of the constrained damping layer

Method used

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Embodiment Construction

[0020] A ribbed restraining damping layer device is mainly used for vibration and noise control of thin-walled engineering structures. The constrained damping layer is composed of damping layer 200, constrained layer 300 and constrained layer stiffener 310, see figure 2 . Among them, the damping layer 200 is made of high-damping viscoelastic materials, and its damping loss factor should not be less than 0.3 in the vibration and noise control frequency range; the constraining layer 300 is made of aluminum (70 GPa) and steel (200-210 GPa) or carbon fiber (≥210 GPa). The viscoelastic material in the damping layer 200 itself has a certain viscosity. The damping layer 200 and the constraining layer 300 can be bonded in the factory to form a ribbed constrained damping layer device, and then the damping layer 200 and the structural layer can be passed on the site. The bonding between 100 realizes the installation of the rib-constrained damping layer device. If necessary, an adhesive...

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Abstract

The invention discloses a ribbed constrained damping layer structure which is characterized in that a structure layer, a damping layer and a constraining layer are superposed in sequence; the damping layer is made of a high-damping viscoelastic material, a ribbed constrained damping layer device is formed in a manner of fitting between the dimpling layer and the ribbed constraining layer and is mounted in a manner of adhesion between the damping layer and the structure layer. The ribbed constrained damping layer structure disclosed by the invention has the advantages that according to the ribbed constrained damping layer structure, the stiffness of the constraining layer is increased, the local deformation of the constraining layer in the transporting and mounting processes is reduced, and the disengaging phenomenon between the constrained damping layer and the structure layer is reduced during mounting, so that a good adhering effect on the constrained damping layer and the structure layer can be realized, and the shear deformation of the damping layer can also be increased. Therefore, the vibration reduction and noise reduction abilities of the ribbed constrained damping layer structure are improved.

Description

Technical field [0001] The invention relates to the technical field of structural vibration control, in particular to a constrained damping layer structure used to suppress vibration and noise of a steel beam. Background technique [0002] Under dynamic loads (wind, vehicles, pedestrians, etc.), civil engineering structures will vibrate. Excessive vibration will not only affect the normal use of the structure, but also cause noise pollution to the surrounding environment. The vibration of steel structure under dynamic action is greater than that of concrete structure, and the thickness of steel plate used in civil engineering structure is mostly 5-50 mm, and the steel plate has the strongest ability to radiate noise in this thickness range. The constrained damping layer dissipates vibration energy through the shear deformation of the damping layer, and can effectively suppress the vibration and noise generated by the steel structure in a wide frequency range. [0003] Constrained...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/98
CPCE04B1/98
Inventor 刘全民刘林芽冯青松
Owner EAST CHINA JIAOTONG UNIVERSITY
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