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Multi-disaster-resistant vibration reduction design method suitable for super high-rise building antenna structure

A kind of technology of antenna structure, design method

Active Publication Date: 2021-06-22
DALIAN UNIV OF TECH +1
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] The traditional super high-rise building antenna structure is fixed to the main structure, which is the root cause of the whiplash effect and large vibration of the antenna structure
Up to now, many scholars at home and abroad have studied the mechanism of the whiplash effect of the antenna structure of super high-rise buildings, but there are very few related studies on its vibration control under the action of earthquakes and strong winds.

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  • Multi-disaster-resistant vibration reduction design method suitable for super high-rise building antenna structure
  • Multi-disaster-resistant vibration reduction design method suitable for super high-rise building antenna structure
  • Multi-disaster-resistant vibration reduction design method suitable for super high-rise building antenna structure

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Embodiment Construction

[0027] The specific implementation manners of the present invention will be further described below in conjunction with the accompanying drawings and technical solutions. Select a towering TV tower structure (as shown in Figure 2 (a) and Figure 2 (b)) to be the high-rise building embodiment of the present invention, this TV tower is a tube-in-tube structure with a total height of 448.2m, and the height of the antenna part is 106.9m ; The inner cylinder is a concrete core cylinder, the outer cylinder is a steel tube concrete lattice column, and the antenna is a steel structure. The basic idea of ​​the present invention is as figure 1 As shown, the anti-multi-disaster vibration reduction design of the super high-rise building antenna structure is carried out for this embodiment, and the specific implementation methods are as follows:

[0028] (1) Establish a finite element model including the main body structure and the antenna structure of the embodiment, and calculate the mod...

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Abstract

The invention belongs to the field of structural vibration and control in civil engineering discipline, and relates to a multi-disaster-resistant vibration reduction design method suitable for a super high-rise building antenna structure, which comprises the following steps: establishing a super high-rise building finite element analysis model comprising the antenna structure, and selecting and simulating a seismic wave and coherent wind load time history suitable for a target structure; disconnecting the joint of the main body structure and the antenna structure of the super high-rise building, arranging a shock insulation rubber support, and determining support parameters through finite element analysis under the action of earthquakes and wind loads; thirdly, disconnecting the joint of the antenna and the top layer of the main body structure, connecting the antenna structure with the main body structure by adopting a displacement type damper, and determining the rigidity of the damper through anti-seismic and wind-resistant finite element calculation; performing finite element analysis of the whole structure according to the shear stiffness of the selected shock insulation support and the stiffness of the displacement type damper, calculating the vibration reduction effect of the antenna structure under the action of frequent earthquakes, rare earthquakes and wind loads in different return periods, and checking whether the shear displacement of the support is smaller than the limit value requirement or not.

Description

technical field [0001] The invention belongs to the field of structural vibration and control of the civil engineering discipline, and proposes an anti-multiple-disaster vibration-reduction design method suitable for an antenna structure of a super high-rise building. Background technique [0002] Super high-rise buildings (such as landmark skyscrapers, TV towers, etc.) symbolize a country's infrastructure construction capabilities, and its functions of signal transmission, tourism, catering, entertainment, and office accommodation can greatly promote economic development. . In order to meet the needs of building appearance design and communication, taller antennas are usually installed on the top of high-rise buildings; although the antenna is an auxiliary structure, if it is damaged, it will directly affect signal transmission and communication functions, and indirectly cause other components of super high-rise buildings to break down. damage, and ultimately seriously aff...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06F30/13G06F30/23G06F119/14
CPCG06F30/13G06F30/23G06F2119/14
Inventor 李超李宏男梁峰刘灿华任亮胜利
Owner DALIAN UNIV OF TECH
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