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Energy dissipation beam embedded with viscoelastic layer

A viscoelastic, energy-consuming beam technology, applied in joists, girders, truss beams, etc., can solve problems such as failure of energy dissipaters and inability to play an energy-consuming role, avoiding damage and failure, good deformation and energy consumption, and convenient construction. Effect

Pending Publication Date: 2020-03-17
XINGTAI POLYTECHNIC COLLEGE
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  • Abstract
  • Description
  • Claims
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Problems solved by technology

[0003] At present, most dampers and energy dissipators designed and researched on energy dissipation and shock absorption are based on in-plane stress and deformation, ignoring out-of-plane deformation. The connection of the part often causes the energy dissipator to fail or fail to play the role of energy dissipation due to the force or deformation outside the plane. This is a key technical problem that needs to be solved for the energy dissipation and shock absorption device

Method used

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  • Energy dissipation beam embedded with viscoelastic layer
  • Energy dissipation beam embedded with viscoelastic layer
  • Energy dissipation beam embedded with viscoelastic layer

Examples

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Embodiment Construction

[0032] In order to illustrate the present invention more clearly, the present invention will be further described below in conjunction with preferred embodiments. Those skilled in the art should understand that the content specifically described below is illustrative rather than restrictive, and should not limit the protection scope of the present invention.

[0033] Such as Figure 1-Figure 6 As shown, an energy-dissipating beam embedded with a viscoelastic layer, the energy-dissipating beam embedded with a viscoelastic layer includes: a concrete beam 1 and an embedded damping device 2, the damping device 2 consists of an outer sleeve 21, a viscous The elastic layer 22, the steel plate layer 23, the main frame, the spring assembly and the positioning end plate 29 are composed of the main frame consisting of the steel core 24, the positioning sleeve 27, the pressure end plate 25, the support plate 210 and the base 211; the base 211 is fixed on On the steel support 4; the oute...

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Abstract

The invention discloses an energy dissipation beam embedded with viscoelastic layers. The energy dissipation beam comprises a concrete beam and a damping device, wherein the damping device is embeddedin the concrete beam, the damping device comprises a main framework, the main framework comprises a base, the base is vertically provided with a supporting plate, the supporting plate is provided with a steel core, the two ends of the steel core are both provided with pressure bearing end plates, the pressure bearing end plates are connected with positioning sleeves, the positioning sleeves and the steel core are located on the same axis, an outer sleeve is arranged outside the steel core, the two ends of the outer sleeve are both equipped with positioning end plates, a viscoelastic energy consumption part is arranged between the steel core and the outer sleeve, the viscoelastic energy consumption part comprises at least two viscoelastic layers and at least one steel plate layer, and thesteel plate layer is arranged between the two viscoelastic layers. According to the energy dissipation beam embedded with viscoelastic layers, the damping device is embedded in the concrete beam, so that the energy dissipation beam is formed, and the concrete beam constrains the deformation outside the internal damping device surface, so that it is ensured that the stable deformation and energy consumption work of the damping device in the established axis direction is carried out.

Description

technical field [0001] The invention relates to the technical field of vibration control of building structures, in particular to an energy-dissipating beam embedded with a viscoelastic layer. Background technique [0002] The application of energy dissipation and shock absorption technology in building structures against earthquakes and high-rise wind vibrations is increasing. The main principle is to transfer the energy introduced into the building structure through these energy dissipation and shock absorbing devices Dissipated in the form of deformation, friction, etc., the vibration response of the structure is slowed down under the action of large dynamic loads, and the structure is prevented from being damaged. As a non-load-bearing additional component of the structure, the damper can increase the structural rigidity, increase the structural damping, and improve the structure. vibration characteristics. [0003] At present, most dampers and energy dissipators design...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04H9/02E04B1/98E04C3/20
CPCE04H9/021E04B1/98E04C3/20
Inventor 李轩直时瑞国毕伟崔利杰杨江波
Owner XINGTAI POLYTECHNIC COLLEGE
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