Anti-overturning, shock insulation, shock absorption and energy consumption system for high-rise structure

An anti-overturning and systematic technology, which is applied in the direction of earthquake resistance and building components, can solve the problems of increasing structural rigidity, increasing energy dissipation capacity, and insufficient anti-overturning moment capability, and achieves the goals of enhancing energy dissipation capacity, enhancing integrity, and enhancing stiffness Effect

Inactive Publication Date: 2014-01-29
赵世峰
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  • Abstract
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Problems solved by technology

[0003] In anti-seismic fortification areas, in order to overcome the limitation of the existing seismic isolation technology in high-rise buildings due to insufficient anti-overturning moment capability, in order to improve the horizontal stiffness of the anti-lateral force structure, in order to improve the energy dissipation capacity of the structure, in order to improve the seismic isolation effect , the present invention provides several improvement measures, these measures can provide the ability to resist the horizontal overturning moment of the seismic isolation structure, the ability to resist wind load, increase the structural rigidity, increase the energy dissipation capacity, and at the same time have the effect of horizontal seismic isolation and shock absorption , can be applied to high-rise buildings, buildings with large aspect ratios, and high-rise buildings for shock isolation, shock absorption, and energy consumption

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  • Anti-overturning, shock insulation, shock absorption and energy consumption system for high-rise structure
  • Anti-overturning, shock insulation, shock absorption and energy consumption system for high-rise structure
  • Anti-overturning, shock insulation, shock absorption and energy consumption system for high-rise structure

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Embodiment Construction

[0036] exist Figure 5 ~ Figure 11 , Figure 13 to Figure 25 , Figure 28 ~ Figure 29 , Figure 34 ~ Figure 36 When the bottom seismic isolation layer adopts the conventional seismic isolation layer setting method, it can be set at the bottom of the building or in the middle. It can be set up with one layer or multiple layers. For example, the support can be rubber bearing, friction support Seats, rolling bearings, sliding bearings, pendulum bearings, pendulum bearings.

[0037] Figure 28 ~ Figure 30 Among them, when the vertical section is a circular arc-shaped horizontal isolation layer, the isolation support shall be installed and constructed according to the design inclination angle.

[0038] The reinforcement arm or reinforcement layer can be implemented according to conventional high-rise building construction methods. Can be set locally.

[0039] exist Figure 10 ~ Figure 12 , Figure 32 Among them, the hinge connection can be a steel hinge connection or an app...

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Abstract

The invention discloses a design measure which can carry out shock insulation, shock absorption and energy consumption on a high-rise or tall building structure. Horizontal shock insulation layers are arranged. Besides, vertical lateral load resistance components (or structures) are fixed to the bottom of the high-rise building structure, vertical horizontal shock insulation or shock absorption layers are arranged and have the capacity of horizontal relative displacement, and dampers, springs and locking devices can be arranged. According to the several adopted main measures, reinforcing layers or reinforcing arms are arranged on part of the vertical lateral load resistance components or the structures; the vertical lateral load resistance components or the structures are partially and fixedly connected or hinged with a shock insulation main body; the vertical sections of the horizontal shock insulation layers are in a shape of a broke line or a circular arc or a curve, and the shock insulation structure has the swing type shock insulation effect; a vertical bearing structural body does not need to be provided with a horizontal shock insulation layer, thin layers or structural layers with large deformability can be arranged according to demands, and a shock absorption and energy consumption system can be formed.

Description

technical field [0001] The invention relates to several building structure shock isolation, shock absorption and energy consumption systems. In particular, it can be applied to the shock isolation, shock absorption, and energy dissipation systems of high-rise buildings or buildings with large aspect ratios; it can also be used in high-rise structures and multi-storey structures. Can resist overturning moment. Can have greater structural overall rigidity. The set vertical horizontal shock-isolation or shock-absorbing layer section can be in the shape of a broken line, a curve or a combination of the two. Background technique [0002] At present, the known seismic isolation technology is to set a horizontal seismic isolation layer at the bottom of the building structure, that is, foundation isolation, or to set a horizontal seismic isolation layer in the middle of the building, that is, layer isolation, but the ability to resist horizontal overturning moments is very poor, a...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/98
Inventor 赵世峰
Owner 赵世峰
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