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Fabricated steel frame sliding anti-seismic assembly, steel stair and mounting method of steel stair
The invention relates to an assembly type steel frame sliding anti-seismic assembly, a steel stair and an installation method of the assembly type steel frame sliding anti-seismic assembly, and the assembly type steel frame sliding anti-seismic assembly is applied to the steel stair. The second connecting plate is connected with the steel ladder beam, and the second connecting plate and the first connecting plate are oppositely arranged; the gap filling plate is arranged between two floor slabs of the steel stair; the telescopic connecting piece is arranged at the upper end of the gap filling plate and is used for connecting two floor slabs of the steel stair; the sliding layer filling plate is arranged between the floor slab and the steel beam of the steel stair, is arranged on the side close to the second connecting plate and is used for enabling the floor slab and the steel beam of the steel stair to slide under the earthquake condition; according to the fabricated steel frame sliding anti-seismic assembly, the steel stair and the mounting method of the steel stair, it can be guaranteed that the stair is not damaged under the action of an earthquake.
本申请涉及一种装配式钢框架滑动抗震组件、钢楼梯及其安装方法,装配式钢框架滑动抗震组件应用于钢楼梯,包括:第一连接板,与钢楼梯连接;第二连接板,与钢梯梁连接,第二连接板与第一连接板相对设置;间隙填充板,设置于钢楼梯的两楼板之间;可伸缩连接件,设置于间隙填充板的上端,用于连接钢楼梯的两楼板;以及滑动层填充板,设置于钢楼梯的楼板与钢梁之间,且设置于靠近第二连接板的一侧,用于使钢楼梯的楼板与钢梁在地震情况下产生滑动;通过本申请提供的装配式钢框架滑动抗震组件、钢楼梯及其安装方法,其能够保证楼梯在地震作用时不被破坏。
Fabricated steel frame sliding anti-seismic assembly, steel stair and mounting method of steel stair
The invention relates to an assembly type steel frame sliding anti-seismic assembly, a steel stair and an installation method of the assembly type steel frame sliding anti-seismic assembly, and the assembly type steel frame sliding anti-seismic assembly is applied to the steel stair. The second connecting plate is connected with the steel ladder beam, and the second connecting plate and the first connecting plate are oppositely arranged; the gap filling plate is arranged between two floor slabs of the steel stair; the telescopic connecting piece is arranged at the upper end of the gap filling plate and is used for connecting two floor slabs of the steel stair; the sliding layer filling plate is arranged between the floor slab and the steel beam of the steel stair, is arranged on the side close to the second connecting plate and is used for enabling the floor slab and the steel beam of the steel stair to slide under the earthquake condition; according to the fabricated steel frame sliding anti-seismic assembly, the steel stair and the mounting method of the steel stair, it can be guaranteed that the stair is not damaged under the action of an earthquake.
本申请涉及一种装配式钢框架滑动抗震组件、钢楼梯及其安装方法,装配式钢框架滑动抗震组件应用于钢楼梯,包括:第一连接板,与钢楼梯连接;第二连接板,与钢梯梁连接,第二连接板与第一连接板相对设置;间隙填充板,设置于钢楼梯的两楼板之间;可伸缩连接件,设置于间隙填充板的上端,用于连接钢楼梯的两楼板;以及滑动层填充板,设置于钢楼梯的楼板与钢梁之间,且设置于靠近第二连接板的一侧,用于使钢楼梯的楼板与钢梁在地震情况下产生滑动;通过本申请提供的装配式钢框架滑动抗震组件、钢楼梯及其安装方法,其能够保证楼梯在地震作用时不被破坏。
Fabricated steel frame sliding anti-seismic assembly, steel stair and mounting method of steel stair
装配式钢框架滑动抗震组件、钢楼梯及其安装方法
ZHANG ZHIXIN (author) / JIA LINA (author) / YANG XIN (author) / LI WUPING (author) / LIANG XINGTAO (author) / CAO SHIJIAN (author) / LI ZHI (author) / CHEN FENG (author) / YUAN YUNFEI (author)
2024-01-26
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
/
E04F
FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
,
Ausbau von Bauwerken, z.B. Treppen, Fußböden
/
E04G
SCAFFOLDING
,
Baugerüste
/
E04H
Gebäude oder ähnliche Bauwerke für besondere Zwecke
,
BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES
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