An anti-seismic support suitable for large-span steel structure

By combining columns, sliding platforms, support plates, springs, and dampers, the bending and torsion problems of large-span steel structures during vibrations are solved, achieving effective seismic support for large-span steel structures, reducing the amplitude and frequency of bending and torsion, and enhancing the stability of the structure.

CN116201244BActive Publication Date: 2026-07-14CHINA RAILWAY NO 9 GROUP CO LTD

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
CHINA RAILWAY NO 9 GROUP CO LTD
Filing Date
2023-04-06
Publication Date
2026-07-14

AI Technical Summary

Technical Problem

In existing technologies, long-span steel structures are prone to bending and twisting during vibration, leading to stress concentration and structural damage, and there is a lack of effective seismic buffering measures.

Method used

The structure employs a combination of supports, slides, plates, springs, and dampers. Through the elasticity of the springs and the damping effect of the dampers, the bending and torsional amplitude and frequency of the steel structure are reduced. Combined with the design of multiple rollers and U-shaped clamps, the vibration force is dispersed and buffered.

Benefits of technology

It effectively reduces the bending and torsional amplitude and frequency of large-span steel structures, improves seismic resistance, and enhances structural stability.

✦ Generated by Eureka AI based on patent content.

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Abstract

The application relates to the technical field of steel structures, in particular to an anti-seismic support suitable for a large-span steel structure, which can effectively reduce the amplitude and frequency of self bending and twisting of the large-span steel structure and has high practicability; the anti-seismic support comprises a support column, a sliding table and a supporting plate, the support column is used for supporting the large-span steel structure, the sliding table is installed on the support column, the supporting plate is rotationally connected with the sliding table, and the supporting plate is connected with the end of the large-span steel structure; the anti-seismic support further comprises a spring one, a damper one and two connecting plates, the spring one, the damper one and the two connecting plates constitute a self bending and twisting anti-seismic mechanism of the large-span steel structure, the upper end and the lower end of the spring one and the damper one are rotationally connected with the two connecting plates respectively, the two connecting plates are installed on the end surface of the large-span steel structure and the end surface of the sliding table respectively, and the two connecting plates are perpendicular to the axis of the large-span steel structure.
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