一种建筑钢结构抗震体系及其施工方法

By designing limiting and buffer components, the problems of difficult disassembly of steel structures and insufficient seismic performance are solved, achieving rapid disassembly and effective seismic resistance.

CN117328574BActive Publication Date: 2026-07-17JIANGXI FUHUANG STEEL STRUCTURE CO LTD

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
JIANGXI FUHUANG STEEL STRUCTURE CO LTD
Filing Date
2023-10-30
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

When existing steel structures are used outdoors for extended periods, the bolts are prone to corrosion, making disassembly difficult, time-consuming, and labor-intensive, and there is a lack of effective earthquake-resistant measures.

Method used

It adopts a combination design of limiting components, transmission components and buffer components. Through the sliding connection of the locking rod and the locking block, it can achieve quick disassembly and stable connection. And through the combination of the inclined plate and the spring, it can achieve the shock absorption and damping effect.

Benefits of technology

It enables rapid disassembly and stable connection of steel structures, effectively resisting lateral and vertical vibrations caused by earthquakes, and improving construction efficiency and seismic performance.

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Abstract

本发明涉及建筑钢结构技术领域,且公开了一种建筑钢结构抗震体系及其施工方法,包括基座,所述基座的内壁底部固定有防震阻尼器,所述防震阻尼器的顶部固定有地台,所述地台的顶部固定有支撑柱一,所述支撑柱一的顶部固定有连接板一,所述连接板一的表面卡接有连接板二,该建筑钢结构抗震体系及其施工方法,设置有限位组件,在需要拆除连接板一与连接板二时,按动顶板,使得大板移动,进而可以使得卡块脱离卡杆的卡槽,进而可以取出连接板二,安装时,只需将卡杆对准连接板一的通孔与连通孔,向下按动平台板时,使得卡块进入卡杆的卡槽内,进而可以稳定卡杆,从而可以稳定连接板二与连接板一。
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