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Structural horizontal or vertical and rotatable shock insulation, damping and energy consumption structural system

A technology of vertical and horizontal seismic isolation, applied in the direction of earthquake resistance and building components, which can solve the problems of increasing energy consumption capacity and insufficient anti-overturning moment capacity

Active Publication Date: 2015-01-14
赵世峰
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] In anti-seismic fortification areas, in order to make the structure have vertical shock isolation, shock absorption, and energy dissipation capabilities, especially to enable high-rise structures, high-rise structures, long-span or large-space structures to have vertical shock isolation, shock absorption, and energy dissipation capabilities, in order to To overcome the shortcomings of the existing seismic isolation and shock absorption technology in high-rise buildings and high-rise buildings due to insufficient anti-overturning moment capability and limited application, in order to improve the energy consumption capacity of the structure, in order to improve the shock isolation and shock absorption effect, in order to realize the shock isolation of high-rise structures , the purpose of shock absorption, in order to realize the three-dimensional shock isolation, shock absorption, energy consumption of single-storey buildings, multi-storey buildings, high-rise buildings, high-rise buildings, large-span or large-space buildings, or the reinforcement and transformation of existing buildings, the present invention provides Several improvement measures, these measures can provide the ability to resist the horizontal overturning moment of the shock-isolated and shock-absorbing structure, the ability to resist wind loads, increase the energy dissipation capacity, and also have horizontal and vertical shock-isolation and shock-absorbing effects, or have Swing and rotation vibration isolation capacity

Method used

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  • Structural horizontal or vertical and rotatable shock insulation, damping and energy consumption structural system
  • Structural horizontal or vertical and rotatable shock insulation, damping and energy consumption structural system
  • Structural horizontal or vertical and rotatable shock insulation, damping and energy consumption structural system

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Embodiment Construction

[0051] exist Figure 5 to Figure 35 Among them, when the 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 bearing , Rolling bearings, sliding bearings, pendulum bearings, pendulum bearings.

[0052] Figure 10 ~ Figure 12 , Figure 41 In , when the vertical section is an arc-shaped rotating shock-isolation or shock-absorbing or energy-dissipating layer, when the shock-isolation, shock-absorbing, and energy-dissipating supports are installed, the supports are installed and constructed according to the design inclination angle. Figure 21 to Figure 24 In , when a shock-isolation, shock-absorbing or energy-dissipating layer with arc-shaped rotation shock-isolation or shock-absorbing and energy-dissipating capabilities is installed, the shock-isolation, shock-absorbing or ...

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Abstract

The invention discloses a structural horizontal or vertical and rotatable shock insulation, damping and energy consumption structural system. A conversion layer or a reinforced layer and a reinforcing member can be arranged above a vertical shock insulation or damping and energy consumption layer, so that vertical non-uniform displacement of an upper shock insulation structure can be reduced. In a rotary shock insulation, damping and energy consumption structural system, each shock insulation, damping and energy consumption support on a rotary shock insulation, damping and energy consumption layer shares an identical integral rotation center, and each shock insulation and damping support can be positioned at the same height but at different inclination angles. In a vertical shock insulation, damping and energy consumption structural system, an oblique vertical shock insulation, damping and energy consumption layer is arranged, and a rubber support can be arranged between oblique sliding surfaces. In a vertical shock insulation, damping and energy consumption structural system, an oblique vertical shock insulation, damping and energy consumption layer is arranged on a large-span spatial structure, the inside of a band-shaped structure or an annular member is enclosed, and a pull rod, a pressure lever and a cable can be arranged for connecting. In a horizontal or vertical shock insulation, damping and energy consumption structural system of a large-span spatial structure, a conversion member is arranged above a vertical shock insulation, damping and energy consumption layer.

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. It can resist the overturning moment; it can have a large overall structural rigidity. It can perform horizontal and vertical shock isolation; it can swing and rotate shock isolation; it can realize horizontal and vertical three-dimensional shock isolation. It can achieve good shock isolation and shock absorption effects on towers and other high-rise building structures. [0002] The set vertical horizontal shock isolation or shock absorption, energy dissipation layer and horizontal shock isolation or shock absorption, energy dissipation layer section can be broken line shape, curve shape or a combin...

Claims

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Application Information

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IPC IPC(8): E04B1/98
Inventor 赵世峰
Owner 赵世峰
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