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地震高烈度地区部分斜拉桥超大吨位减隔震支座设计研究

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为确保地震作用下高烈度地区部分斜拉桥超大吨位减隔震支座的抗震性能,以靖远金滩黄河大桥为背景,对该桥20 000 t级减隔震支座进行结构设计与性能研究,并开展全桥减隔震体系性能分析.通过将支座设计为具有自润滑功能,精准控制摩擦副摩擦系数使支座在常规工况下(摩擦系数在0.03以内)与地震工况下(摩擦系数大于0.05)分别发挥作用;正常位移及转动摩擦副与减隔震摩擦副的耐磨板分别采用改性超高分子量聚乙烯和改性聚四氟乙烯,保证了支座摩擦副的耐磨性能;将限位装置安装在支座侧面实现了支座限位装置的可更换性.结合仿真分析、抗剪销抗剪试验和支座缩尺模型试验对支座各构件强度、抗剪销性能及支座性能进行了验证.利用有限元软件开展了全桥减隔震体系性能分析,采用反应谱法与时程分析法分析了 E2地震作用下桥墩及桩基础强度、支座剪切位移、伸缩缝变位,结果表明主墩、过渡墩及其桩基础截面抗弯能力,主墩支座剪切位移,过渡墩墩顶伸缩缝宽度均满足要求.
Research on Very Large Tonnage Bearings and Seismic Mitigation Design for Extradosed Bridge in High Seismicity Areas
The seismic protection performance of the very large tonnage seismic mitigation bearings for extradosed bridges in the high seismicity areas is studied.The Jintan Huanghe River Bridge in Jingyuan County,to which the 20 000 t-grade seismic mitigation bearings are employed,is used as a case.The seismic mitigation system of the full bridge is analyzed.The bearings are designed to have self-lubricating capacity,which is favorable to the precise control of the friction coefficient of the friction pairs,as a result,the bearings can effectively serve the bridge under normal loading conditions(when the friction coefficient is equal to or less than 0.03 and seismic conditions(when the friction coefficient is greater than 0.05).To ensure the wearing-resistant performance of the friction pairs of the bearings,the conventional displacement and rotation friction pairs and seismic mitigation friction pairs are fitted with the wearing plate of modified ultra-high molecular weight polyethylene and the wearing plate of modified polytetrafluoroethylene,respectively.The restrainers are installed on the sides of the bearings for easy replacement in the future.The performance indicators of the bearings,including the strengths of various components,shear resistance of the shear pins and mechanical property,were verified via numerical simulation,shear test of the shear pins,and scaled-down model test of the bearings.The seismic mitigation system of the full bridge was numerically simulated.The response spectrum method and time history analysis method were utilized to analyze the strengths of the piers and pile foundation,shear displacement of the bearings,and movements of expansion joints.The results demonstrate that the cross-sectional flexural capacity of the transition piers and pile foundation,shear displacement of the bearings at main piers as well as the widths of the expansion joints at the transition piers meet the requirements.

extradosed bridgehigh seismicity area20 000 t-grade seismic mitigation bearingseismic mitigation designseismic performancetime history analysis

怀臣子、李冲、崔延省、余方亮

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黄河勘测规划设计研究院有限公司,河南郑州 450003

滨州市交通运输局,山东滨州 256601

部分斜拉桥 高烈度区 20 000 t级减隔震支座 减隔震设计 抗震性能 时程分析

河南省重点研发与推广专项项目

212102310452

2024

世界桥梁
中铁大桥局集团有限公司

世界桥梁

CSTPCD北大核心
影响因子:0.928
ISSN:1671-7767
年,卷(期):2024.52(1)
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