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New Hybrid Energy Dissipation Shock Absorbing Support

A new type of energy-dissipating technology, applied in earthquake-proof, building components, etc., can solve the problems of insufficient earthquake-resistance effect, structural system damage, and repair costs after a large earthquake, and achieve good shock-absorbing effect, large energy-dissipation capacity, and material low cost effect

Active Publication Date: 2015-08-19
TONGJI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

This is an anti-seismic strategy that relies on the structure itself. The anti-seismic effect is not significant enough, and it will cause damage to the structural system, resulting in a large post-earthquake repair cost.

Method used

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  • New Hybrid Energy Dissipation Shock Absorbing Support
  • New Hybrid Energy Dissipation Shock Absorbing Support
  • New Hybrid Energy Dissipation Shock Absorbing Support

Examples

Experimental program
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Effect test

Embodiment 1

[0027] Such as Figure 1~2 , 4, the present invention is a novel hybrid energy-dissipating shock-absorbing support, including a cross-shaped core plate 1, an outer sleeve 2, an L-shaped steel plate 3, a rectangular steel plate 4, a viscoelastic material 5 and a bolt hole 6. The core plate 1 is made of low-yield steel core plate. The outer sleeve 2 is put on the periphery of the core plate 1. The joint between the core plate 1 and the outer sleeve 2 is filled with mortar 7. Material 8, one rectangular steel plate 4 is welded on one side of one end of the outer sleeve 2, two L-shaped steel plates 3 are welded on the core plate 1, and the two L-shaped steel plates 3 are respectively placed on the upper and lower sides of the rectangular steel plate 4 with space left, Two layers of viscoelastic material 5 are filled between the rectangular steel plate 4 and the L-shaped steel plate 3, the other side of the other end of the outer sleeve 2 and the two sides of the other end adopt th...

Embodiment 2

[0029] Such as image 3 , 5 As shown, the present invention is a novel hybrid energy-dissipating shock-absorbing support, which includes an inline core plate 1, an outer sleeve 2, an L-shaped steel plate 3, a rectangular steel plate 4, a viscoelastic material 5 and a bolt hole 6. The core plate 1 adopts a low-yield steel core plate, the outer sleeve 2 is put on the periphery of the core plate 1, the mortar 7 is filled between the core plate 1 and the outer sleeve 2, and the non-adhesive material 8 is coated between the mortar 7 and the core plate 1, Weld three rectangular steel plates 4 on one side of one end of the outer sleeve 2, weld two L-shaped steel plates 3 on the core plate 1, and place the two L-shaped steel plates 3 and the three rectangular steel plates 4 alternately from top to bottom And leave a space between the steel plates, fill 4 layers of viscoelastic material 5 between the rectangular steel plate 4 and the L-shaped steel plate 3, the other side of the outer...

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Abstract

The invention relates to a novel compound energy-dissipation and shock-reduction support. The novel compound energy-dissipation and shake-reduction support comprises a core veneer, an outer sleeve, L-shaped steel plates, rectangular steel plates, viscous-elastic materials and bolt holes. The outer sleeve is sleeved outside the low-yield steel core veneer, the rectangular steel plates are welded on one sides of ends of the outer sleeve. The viscous-elastic materials are filled between the rectangular steel plates and the L-shaped steel plates. The L-shaped steel plates are welded with the core veneer and are connected with the structure through the bolt holes formed in two ends of the core veneer. The support cannot lead to buckling when bearing pressure under the action of earthquake. The low-yield steel core veneer generates repeated tension pressing deformation, meanwhile the viscous-elastic materials generate shear deformation, and the low-yield steel core veneer and the viscous-elastic materials dissipate earthquake energy together. The viscous-elastic materials begin to dissipate energy once relative displacement happens between the outer sleeve and the core veneer. Under the same deformation condition, the viscous-elastic materials and the buckling-restrained support dissipate energy together, and the support has a larger energy-dissipation capacity compared with a traditional buckling-restrained support. A layer number and a size of a viscous-elastic material layer can be flexibly designed according to need.

Description

technical field [0001] The invention relates to a novel hybrid energy-dissipating shock-absorbing support, which belongs to the technical field of anti-seismic and energy-dissipating shock-absorbing engineering structures. Background technique [0002] In the process of resisting earthquakes, traditional structures consume the energy input by earthquake vibrations through the nonlinear deformation and damage of the building structure system. This is an anti-seismic strategy that relies on the structure itself. The anti-seismic effect is not significant enough, and it will cause damage to the structural system, resulting in a large post-earthquake repair cost. With the development of structural shock-absorbing technology, shock-absorbing and isolating devices are being widely used. The principle is to consume or isolate a considerable part of seismic energy through shock-absorbing and isolating devices, thereby reducing structural damage and ensuring structural safety. The t...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/98
Inventor 周颖龚顺明
Owner TONGJI UNIV
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