首页|强震下城铁高架简支梁桥合理减隔震措施研究

强震下城铁高架简支梁桥合理减隔震措施研究

扫码查看
城际铁路(城铁)高架桥是城市交通中的核心枢纽工程.目前对于城铁桥梁抗震设计更多仍是借鉴公路桥梁延性抗震为主,然而规范中城铁桥墩最小体积配箍率和高铁桥墩一致,比公路桥墩的最小体积配箍率要小 25%.因此,有必要借鉴高铁桥梁减隔震设计原则,研究城铁桥梁的合理减隔震体系.以某城铁高架三跨 32.7m标准跨径简支梁桥为研究对象,首先,提出强震区多种减隔震布置措施,研究各布置措施的本构模型,进而基于OpenSees建立三维城铁高架桥梁弹塑性模型,并对其进行验证;其次,对比分析强震下城铁高架桥梁的多种减隔震措施的减震效果,并提出最优减隔震体系.研究结果表明:强震下球形钢支座、摩擦摆支座均可降低墩底内力和墩顶位移,但无法限制墩梁间相对位移,易落梁,需配合限位装置共同使用,以限制上部结构出现过大的地震位移及缓解强震区竖向地震动作用.采用"球形钢支座+减震卡榫"和"摩擦摆支座+减震卡榫"均可有效限制墩梁间的相对位移,但"球形钢支座+减震卡榫"对墩底内力和墩顶位移的减震效果较差.因此,建议采用"摩擦摆支座+减震卡榫"作为强震区城铁高架桥梁的最优减隔震体系.
Reasonable seismic isolation measures of intercity railway viaduct simple supported beam bridge under strong earthquake
Intercity railway viaduct(IRV)is the core hub of engineering in urban traffic.At present,the seismic design of IRV is mainly based on the ductility seismic design of highway bridges.However,the minimum volume stirrup ratio of IRV piers in the standard is the same as that of high-speed railway piers,which is 25%smaller than that of highway piers.Therefore,it is necessary to learn from the principles of seismic isolation design for high-speed railway bridges and study the reasonable seismic isolation system of IRV.This paper takes an IRV three-span 32.7 m standard span simple supported beam bridge as the research object,firstly,puts forward a variety of measures under strong earthquake for vibration reduction and isolation,studies the constitutive model of various measures,and then establishes a 3D IRV elastic-plastic model based on OpenSees,and verifies it.Secondly,the effects of various seismic isolation measures for IRV under strong earthquakes are compared and analyzed,and the optimal seismic isolation system is proposed.The results show that both spherical steel bearing and friction pendulum bearing can reduce the pier bottom internal force and the displacement of the pier top under strong earthquakes,but cannot limit the relative displacement of the pier beam,and it is easy to fall beam.It is necessary to cooperate with the limiting device(such as a shock-absorbing clamp)to limit the excessive seismic displacement in the upper structure and alleviate the vertical ground motion in the strong earthquake area.The relative displacement between piers and beams can be limited effectively by using"spherical steel bearing+shock-absorbing clamps"or"friction pendulum bearing+shock-absorbing clamps",but the effect of"spherical steel bearing+shock-absorbing clamps"on the pier bottom internal force and the pier top displacement is poor.Therefore,it is suggested to adopt the"friction pendulum bearing+shock-absorbing clamps"as the optimal vibration isolation system for IRV in strong earthquake areas.

intercity railwayfriction pendulum bearingshock-absorbing clampanti falling beanreasonable seismic isolation system

陈海龙、谢宇航、洪英维、黄紫晨、庄海洋、冯玉林

展开 >

南昌铁路勘测设计院有限责任公司,江西 南昌 330002

华东交通大学土木建筑学院,江西 南昌 330013

城际铁路 摩擦摆支座 减震卡榫 防落梁 减隔震体系

国家自然科学基金湖南省自然科学基金资助项目江西省自然科学基金资助项目

522680742023JJ4072420232BAB204081

2024

世界地震工程
中国地震局工程力学研究所 中国力学学会

世界地震工程

CSTPCD北大核心
影响因子:0.523
ISSN:1007-6069
年,卷(期):2024.40(4)