首页|新型万向球摆式隔震装置的设计与应用

新型万向球摆式隔震装置的设计与应用

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针对浮放物体防震保护的迫切需求,研发了一款基于万向球的摆式隔震装置.首先介绍了它的构造特征与运行原理,并以某陈列佛塔为对象进行方案设计,利用有限元软件模拟万向球与圆盘间的接触关系,评估该装置的承载能力;然后通过试验验证了内部阻尼机构力学模型的准确性,采用时程分析法检验了该装置在 8 度极罕遇地震作用下的隔震效果,并与传统滑动摩擦摆的减震性能进行了对比.结果表明,该隔震装置不仅结构简单、性能可靠,而且具有摩擦系数低,起滑加速度阈值小,阻尼灵活可调的特点.装置中的点面接触具有一定的承载能力,能够满足设计需求.端部设置黏滞阻尼器的阻尼机构表现出明显的速度相关性,阻尼力会随速度的增大而增大.该装置隔震性能良好,在满足位移限值的情况下达到了设定的隔震目标,而且相比于传统型,在位移和加速度响应均需兼顾的情况下,通过合理调整阻尼机构的性能参数,该装置在各地震工况中能够取得更优的综合隔震效果.
Design and application of a novel type of pendulum isolation device using universal balls
Aiming at the demand of seismic protection of free-standing objects,a pendulum isolation device based on universal balls was developed.The structural characteristics and operation principle were introduced,and the design of an isolation device for protecting a pagoda could serve as a case study.Then the finite element software was used to analyze the bearing capacity between the universal ball and the disc.The accuracy of the damping mechanism analysis model was verified by tests.The isolation effect of the device under the eight-degree extremely rare earthquakes was analyzed by time history method,and was compared with the traditional friction pendulum.The results show that the isolation device not only has simple structure and reliable performance,but also has the characteristics of low friction coefficient,small acceleration threshold for triggering slip and flexibly adjustable damping mechanism.The carrying capacity of the node-to-surface contact can meet the design requirement.By means of viscous damper at one end,the damping mechanism shows obvious velocity correlation,and damping force increases with the increase of velocity.The device can achieve the isolation target while satisfying the displacement limit.Compared with the traditional type,when the displacement and acceleration response are limited,the device can achieve better comprehensive isolation effect under various seismic conditions by reasonably adjusting parameters of the damping mechanism.

pendulumisolation deviceuniversal balldamping mechanismfree-standing objectslead screw

赵守江、柏文、戴君武

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故宫博物院,北京 100009

中国地震局工程力学研究所 地震工程与工程振动重点实验室,黑龙江 哈尔滨 150080

地震灾害防治应急管理部重点实验室,黑龙江 哈尔滨 150080

摆式 隔震装置 万向球 阻尼机构 浮放物体 丝杠

国家重点研发计划项目故宫博物院科研项目

2019YFC1521000KT2017-09

2024

地震工程与工程振动
中国力学学会 中国地震局工程力学研究所

地震工程与工程振动

CSTPCD北大核心
影响因子:0.658
ISSN:1000-1301
年,卷(期):2024.44(2)
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