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Building steel structure anti-seismic system and construction method thereof
The invention relates to the technical field of building steel structures, and discloses a building steel structure anti-seismic system and a construction method thereof.The building steel structure anti-seismic system comprises a base, an anti-seismic damper is fixed to the bottom of the inner wall of the base, a platform is fixed to the top of the anti-seismic damper, and a first supporting column is fixed to the top of the platform; a first connecting plate is fixed to the top of the first supporting column, and a second connecting plate is connected to the surface of the first connecting plate in a clamped mode. According to the building steel structure anti-seismic system and the construction method thereof, a limiting assembly is arranged, when the first connecting plate and the second connecting plate need to be dismantled, a top plate is pressed, a large plate is made to move, and then a clamping block can be separated from a clamping groove of a clamping rod; during installation, the clamping rod only needs to be aligned with the through hole and the communicating hole of the first connecting plate, when the platform plate is pressed downwards, the clamping block enters the clamping groove of the clamping rod, then the clamping rod can be stabilized, and therefore the second connecting plate and the first connecting plate can be stabilized.
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。
Building steel structure anti-seismic system and construction method thereof
The invention relates to the technical field of building steel structures, and discloses a building steel structure anti-seismic system and a construction method thereof.The building steel structure anti-seismic system comprises a base, an anti-seismic damper is fixed to the bottom of the inner wall of the base, a platform is fixed to the top of the anti-seismic damper, and a first supporting column is fixed to the top of the platform; a first connecting plate is fixed to the top of the first supporting column, and a second connecting plate is connected to the surface of the first connecting plate in a clamped mode. According to the building steel structure anti-seismic system and the construction method thereof, a limiting assembly is arranged, when the first connecting plate and the second connecting plate need to be dismantled, a top plate is pressed, a large plate is made to move, and then a clamping block can be separated from a clamping groove of a clamping rod; during installation, the clamping rod only needs to be aligned with the through hole and the communicating hole of the first connecting plate, when the platform plate is pressed downwards, the clamping block enters the clamping groove of the clamping rod, then the clamping rod can be stabilized, and therefore the second connecting plate and the first connecting plate can be stabilized.
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。
Building steel structure anti-seismic system and construction method thereof
一种建筑钢结构抗震体系及其施工方法
HONG YUNFENG (author) / ZHANG ZHI (author)
2024-01-02
Patent
Electronic Resource
Chinese
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