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The invention relates to the technical field of building seismic isolation and reinforcement, discloses a seismic isolation and reinforcement method for an existing building foundation, and solves the technical problem that an existing seismic isolation device has a poor damping effect on the acting force of transverse natural disasters, and comprises a building main body upper structure, a building main body base, a seismic isolation unit and a building foundation, each shock isolation unit comprises an X-direction supporting assembly, a Y-direction supporting assembly, an X-direction sliding assembly, a Y-direction sliding assembly and a shock isolator, the X-direction supporting assemblies and the Y-direction supporting assemblies are perpendicular to each other, the X-direction sliding assemblies are arranged at the tops of the X-direction supporting assemblies, and the Y-direction sliding assemblies are arranged at the bottoms of the Y-direction supporting assemblies; the X-direction sliding assembly and the Y-direction sliding assembly are arranged up and down, and the vibration isolator is installed between the X-direction sliding assembly and the Y-direction sliding assembly. According to the technical scheme, the X-direction sliding assembly, the Y-direction sliding assembly and the shock isolator are installed between the X-direction supporting assembly and the Y-direction supporting assembly, so that the purpose of achieving the shock absorption effect on the acting force of the transverse natural disaster is achieved.
本发明涉及建筑隔震加固技术领域,其公开了一种既有建筑基础隔震加固方法,解决了目前隔震装置对横向自然灾害作用力起到的减震效果不佳的技术问题,包括建筑主体上部结构、建筑主体底座、隔震单元和建筑基础,隔震单元包括X向支撑组件、Y向支撑组件、X向滑动组件、Y向滑动组件和隔震器,X向支撑组件、Y向支撑组件相互垂直设置,X向滑动组件设置在X向支撑组件顶部,Y向滑动组件设置在Y向支撑组件的底部,X向滑动组件和Y向滑动组件两者为上下关系且两者之间安装隔震器。根据以上技术方案,本发明利用在X向支撑组件和Y向支撑组件之间安装X向滑动组件、Y向滑动组件和隔震器,以达到对横向自然灾害作用力起到减震效果的目的。
The invention relates to the technical field of building seismic isolation and reinforcement, discloses a seismic isolation and reinforcement method for an existing building foundation, and solves the technical problem that an existing seismic isolation device has a poor damping effect on the acting force of transverse natural disasters, and comprises a building main body upper structure, a building main body base, a seismic isolation unit and a building foundation, each shock isolation unit comprises an X-direction supporting assembly, a Y-direction supporting assembly, an X-direction sliding assembly, a Y-direction sliding assembly and a shock isolator, the X-direction supporting assemblies and the Y-direction supporting assemblies are perpendicular to each other, the X-direction sliding assemblies are arranged at the tops of the X-direction supporting assemblies, and the Y-direction sliding assemblies are arranged at the bottoms of the Y-direction supporting assemblies; the X-direction sliding assembly and the Y-direction sliding assembly are arranged up and down, and the vibration isolator is installed between the X-direction sliding assembly and the Y-direction sliding assembly. According to the technical scheme, the X-direction sliding assembly, the Y-direction sliding assembly and the shock isolator are installed between the X-direction supporting assembly and the Y-direction supporting assembly, so that the purpose of achieving the shock absorption effect on the acting force of the transverse natural disaster is achieved.
本发明涉及建筑隔震加固技术领域,其公开了一种既有建筑基础隔震加固方法,解决了目前隔震装置对横向自然灾害作用力起到的减震效果不佳的技术问题,包括建筑主体上部结构、建筑主体底座、隔震单元和建筑基础,隔震单元包括X向支撑组件、Y向支撑组件、X向滑动组件、Y向滑动组件和隔震器,X向支撑组件、Y向支撑组件相互垂直设置,X向滑动组件设置在X向支撑组件顶部,Y向滑动组件设置在Y向支撑组件的底部,X向滑动组件和Y向滑动组件两者为上下关系且两者之间安装隔震器。根据以上技术方案,本发明利用在X向支撑组件和Y向支撑组件之间安装X向滑动组件、Y向滑动组件和隔震器,以达到对横向自然灾害作用力起到减震效果的目的。
Earthquake isolation and reinforcement method for existing building foundation
一种既有建筑基础隔震加固方法
XU LIYING (Autor:in)
28.05.2024
Patent
Elektronische Ressource
Chinesisch
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