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Antiseismic-collapse self-vibration-reducing structure

An anti-earthquake and self-reduction technology, applied in the direction of anti-seismic, building components, building types, etc., can solve problems such as large earthquake deformation

Pending Publication Date: 2017-12-15
HUAQIAO UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] Compared with the traditional structure, the rocking structure greatly reduces the energy input of the earthquake to the structure, and has the ability of self-damping and self-resetting; however, the seismic deformation of the weakened part of the rocking structure is relatively large, and often includes structural or non-structural accessories, such as Rubber bearing vibration isolation foundation, energy dissipation elements or applying unbonded prestress, etc., need more careful design, construction and maintenance

Method used

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Examples

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Effect test

Embodiment 1

[0029] See figure 1 , figure 2 As shown, a self-damping structure for anti-seismic collapse of the present invention, the bottom layer of the structure is partially arranged with shaking members, and the left and right parts of the shaking members respectively support the upper support column 21 and the wall 22 . The components (support columns or walls) supported by the left and right parts of the shaking member are not the same member. In this embodiment, the left part of the shaking member supports the supporting column 21, and the right part of the shaking member supports the wall 22. The lower end of the shaking member is just connected with an outrigger beam 31, the axis of the outrigger beam 31 is located in the left-right direction, the outrigger beam 31 rests on the top of the foundation 4, and the outrigger beam 31 is restrained from sliding sideways relative to the foundation 4, so that the structure The stiffness of the ground floor is weakened and a structural s...

Embodiment 2

[0051] See Figure 5-Figure 6 As shown, a self-damping structure for anti-earthquake collapse of the present invention is mainly different from Embodiment 1 in that the members supported by the two upper ends of the V-shaped column 1 are all column members, that is, support columns 21, 23, The connection between the two upper ends of the V-shaped column 1 and the support columns 21, 23 is rigid connection, and the fourth beam 52 is rigidly connected between the support columns 21, 23 at the floors of each floor.

[0052] When the system encounters an earthquake, the shaking of the V-shaped column 1 will cause the support columns 21 and 23 on its two upper ends to rise, fall and move relative to each other up and down. The V-shaped column 1 and the support columns 21 and 23 on its two upper ends The corner deformation of the column section at the point, and the beam section at the connecting node between the support columns 21, 23 and the fourth beam 52 is generally much larger...

Embodiment 3

[0055] See Figure 7 As shown, a kind of anti-seismic collapse self-damping structure of the present invention is mainly different from Embodiment 1 in that: the members supported by the upper ends of the V-shaped column 1 are all column members, and the supporting columns 21, 23 are V-shaped. The mechanical model of the connection between the two upper ends of the column 1 and the support columns 21, 23 is hinged, and the support columns 21, 23 are respectively rigidly connected by fourth beams 52 at the floors of each floor.

[0056] The difference between this embodiment and Embodiment 1 is that the two upper ends of the V-shaped column 1 are connected with the surrounding ground floor, and the support columns 21, 23 are respectively connected with the surrounding floors with springs 81 and dampers 82. 81 and damper 82 are horizontally connected in parallel, and damper 82 can produce damping force in both horizontal and vertical directions.

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Abstract

The invention discloses an antiseismic-collapse self-vibration-reducing structure. A shaking component is distributed at the local part of a bottom layer of the structure. The left part and the right part of the shaking component correspondingly support supporting columns or a wall at the upper part, and / or the front part and the back part of the shaking component correspondingly support the supporting columns or the wall at the upper part; the shaking component is in rigid connection with a cantilever beam, the cantilever beam is placed on a base top, the cantilever beam is restrained to sideslip relative to a base, and the rigidity of a structural bottom layer is weakened and form a structural system which can shake locally; and the shaking component shakes when the shaking component is pushed by a surround structure and involves the supporting columns or the wall supported by the shaking component in being lifted, fallen and vertically and relatively moved. By means of the antiseismic-collapse self-vibration-reducing structure, the self-vibration-reducing function of the structure can be achieved, and the antiseismic-collapse capacity of the structure is effectively improved.

Description

technical field [0001] The invention relates to the field of anti-seismic technology of structural engineering, in particular to a self-damping structure anti-seismic collapse. Background technique [0002] The development of anti-seismic design technology for building structures generally goes through two approaches. One is to improve the ability of the structure itself to resist earthquakes, such as the development of high-performance materials, components and structural systems, etc.; the other is to control vibration to reduce the seismic excitation response of structures. Set up energy dissipation dampers for energy dissipation and vibration reduction, and foundation vibration isolation, etc. Energy consumption and vibration reduction and vibration isolation are not necessarily distinct in practice, and vibration control in engineering often contains these two concepts and technical measures at the same time. [0003] In the existing technology, there is a targeted rel...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/98E04H9/02
CPCE04H9/02
Inventor 黄庆丰黄铮梅蔡剑华
Owner HUAQIAO UNIVERSITY
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