考虑转动的双曲面球型减隔震支座竖向位移分析  

Analysis on Vertical Displacement of Double Spherical Aseismic Bearing Considering Rotation

作　　者：史先飞 周彦锋 郑纪研 彭天波[2] SHI Xianfei;ZHOU Yanfeng;ZHENG Jiyan;PENG Tianbo

机构地区：[1]华设设计集团股份有限公司,江苏南京210000 [2]同济大学,上海市200092

出　　处：《城市道桥与防洪》2022年第12期130-132,166,I0011-I0012,共6页Urban Roads Bridges & Flood Control

摘　　要：双曲面球型减隔震支座的转动会造成支座竖向高度的变化,对连续梁桥内力造成影响。为了研究双曲面球型减隔震支座转动中的竖向位移,在分析了纯转和伴随水平位移的转动两种转动情况的转动过程基础上,建立了双曲面球型减隔震支座转动简化模型,通过理论推导得到了支座转动竖向位移公式。同时分析了双曲面球型减隔震支座转动中竖向位移的影响因素,为双曲面球型减隔震支座设计和连续梁桥内力计算提供理论依据。The rotation of double spherical aseismic bearing will change the vertical height of the bearing,which will affect the internal forces of continuous beam bridges. Based on the analysis of two kinds of the rotation process, such as the pure rotation and the rotation with horizontal displacement, a simplified rotation model of double spherical aseismic bearing is established to study the vertical displacement in the rotation of the double spherical aseismic bearing. The vertical displacement formula of the bearing rotation is obtained by theoretical derivation. The factors influencing the vertical displacement in the rotation of double spherical aseismic bearing are analyzed, which can provide the theoretical basis for the design of double spherical aseismic bearing and the calculation of the internal forces of continuous beam bridges.

关 键 词：双曲面球型减隔震支座 转动 竖向位移 连续梁桥 

分 类 号：U443.36[建筑科学—桥梁与隧道工程]