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模块化变电站预制舱隔震设计及隔震效果分析

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变电站属于生命线工程,某模块化变电站的一次设备预制舱底部设有钢构架,舱内设备单列布置,有必要研究并提升这种带钢构架预制舱结构及设备的抗震性能.首先,采用有限元软件ABAQUS进行地震作用下非隔震结构的非线性时程分析;然后,对该工程进行隔震设计并对比了隔震结构和非隔震结构的地震响应;最后,考虑钢构架刚度和隔震支座位置2个因素,在隔震结构的基础上进行参数化分析.结果表明,相较于非隔震结构,经设计的隔震结构延长了结构基本周期,在地震作用下具有较好的加速度和位移控制效果;针对本文选取的研究对象,钢构架截面采用H140结构会通过钢构架变形耗散地震能量,隔震支座不能充分发挥作用;相比于隔震支座布置于柱顶结构,布置于柱底结构具有更好的设备加速度和舱体位移控制效果,然而隔震支座会出现拉力.因此,建议此类结构隔震设计时,隔震支座的下部钢构架应具备一定刚度(当构架上部舱体重量为25 t时,底部构架刚度建议不小于3 615 kN/m),隔震支座位置需综合考虑隔震支座受力和隔震效果.
Seismic Isolation Design and Effectiveness Analysis of Prefabricated Cabins in Modular Substations
Substations are considered as lifeline infrastructure,and modular substations feature a steel frame at the base of the prefabricated cabin for primary equipment,with equipment arranged in a single row inside the cabin.The seismic performance of both the steel-framed prefabricated cabin structure and the equipment within it needs thorough investigation and improvement.In this study,a nonlinear time-history analysis of the non-isolated structure under seismic loading was conducted using the finite element software ABAQUS.Following this,a seismic isolation design was implemented,and the seismic responses of both isolated and non-isolated structures were compared.Additionally,a parametric analysis was performed on the isolated structure,considering factors such as steel frame stiffness and the location of the seismic isolation bearings.The results indicate that the seismic isolation design effectively extends the fundamental period of the structure and provides improved control of both acceleration and displacement during seismic events,compared to the non-isolated structure.For the structure analyzed in this paper,a steel frame with an H140 cross-section dissipates seismic energy primarily through deformation,limiting the effectiveness of the isolation bearings.Furthermore,seismic isolation bearings positioned at the bottom of the column demonstrate better control over equipment acceleration and cabin displacement compared to those placed at the top.However,tensile forces may develop in the isolation bearings at the bottom.Therefore,it is recommended that the steel frame at the base of the isolation bearing have adequate stiffness(with a suggested stiffness of no less than 3 615 kN/m when the upper compartment weighs 25 tons).Additionally,the position of the isolation bearings should be selected carefully,considering both the forces acting on the bearings and their impact on the overall seismic isolation performance of the structure.

Modular substationPrefabricated cabinVibration isolation designEarthquake responseTime history analysis

程智余、胡晨、曾天舒、胡广润、朱灿、冯玉龙、曾志豪

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国网安徽省电力有限公司,合肥 230022

国网安徽省电力有限公司经济技术研究院,合肥 230022

安徽送变电工程有限公司,合肥 230071

合肥工业大学,土木与水利工程学院,合肥 230009

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模块化变电站 预制舱 隔震设计 地震响应 时程分析

国网安徽省电力有限公司科技项目

521209220006

2024

震灾防御技术
中国地震台网中心

震灾防御技术

CSTPCD北大核心
影响因子:0.704
ISSN:1673-5722
年,卷(期):2024.19(3)
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