Wind resistance and vibration reduction device for net rack support joints and assembly method

A vibration damping device and node technology, applied in building types, buildings, building components, etc., can solve problems such as resonance, increase, and roof damage.

Active Publication Date: 2021-10-08
中能建建筑集团有限公司 +2
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In addition, in a strong wind environment, for buildings with openings, the indoor pressure suddenly increases, and resonance is likely to occur under the action of wind loads, causing damage to the roof

Method used

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  • Wind resistance and vibration reduction device for net rack support joints and assembly method
  • Wind resistance and vibration reduction device for net rack support joints and assembly method
  • Wind resistance and vibration reduction device for net rack support joints and assembly method

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Embodiment Construction

[0066] The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without creative efforts fall within the protection scope of the present invention.

[0067] see Figure 1-13 , the present invention provides a technical solution: a wind resistance and vibration damping device for grid support nodes, including a plurality of truss columns 4, the upper ends of the truss columns 4 are respectively equipped with node wind resistance and vibration damping units 3, and the nodes are wind resistant and vibration damping The vibration unit 3 is connected with a steel support 2, and multiple steel supports 2 are connected...

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PUM

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Abstract

The invention discloses a wind resistance and vibration reduction device for net rack support joints in the technical field of structural engineering. The device comprises truss columns, joint wind resistance and vibration reduction units, steel supports and a conical net rack. Each joint wind resistance and vibration reduction unit comprises a vibration reduction cylinder, a bearing steel column, a longitudinal vibration reduction assembly and a transverse vibration reduction assembly, and a base is arranged on the bearing steel column. An annular anti-tripping plate is connected into each vibration reduction cylinder, a limiting plate is connected to each bearing steel column in a sleeving mode, and an installation space is formed in each annular anti-tripping plate. The bases are supported through second damping springs, so that the elastic acting force of the second damping springs acts on the bases through the bases, and the effect of relieving the impact force of strong wind on the joints can be preliminarily completed. When the impact force passes through a floating seat and a floating plate, first damping springs are used for buffering and supporting, energy generated by wind power to the joints can be further consumed, and damage to the net rack joints and connecting rod pieces due to vibration generated by the roof is avoided.

Description

technical field [0001] The invention relates to the technical field of structural engineering, in particular to a wind resistance and vibration damping device and an assembly method for grid support nodes. Background technique [0002] With the overall development of society, the continuous advancement of architectural science and technology, and the continuous improvement of human life, large-scale, novel and technologically advanced large-span spatial structures have broad application prospects. Large-span space structures are mainly divided into grid structure, reticulated shell structure, membrane structure, suspension cable structure, and shell structure. According to the form, the grid can be divided into planar truss grid, triangular pyramid grid and quadrangular pyramid grid. shelf. Since the natural vibration period of large roof structures is relatively close to the excellent period of wind speed, and most roof structures have the characteristics of light weight, ...

Claims

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Application Information

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IPC IPC(8): E04B1/19E04B1/58E04B1/36E04B1/98E04H9/14
CPCE04B1/19E04B1/36E04B1/98E04H9/14E04B1/1906E04B2001/1924E04B2001/1957
Inventor 郑九德王静峰刘学迅李国强闫凤涛刘用钟卓延顾客许龙丁兆东胡子明
Owner 中能建建筑集团有限公司
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