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基于弹性防偏-塑性卸载机理的梁体横向限位设备
引用本文:赵成功,赵人达,贾毅,王永宝,李福海. 基于弹性防偏-塑性卸载机理的梁体横向限位设备[J]. 西南交通大学学报, 2021, 56(4): 760-768. DOI: 10.3969/j.issn.0258-2724.20190741
作者姓名:赵成功  赵人达  贾毅  王永宝  李福海
基金项目:国家自然科学基金(编号:51778531);The National Natural Science Foundation of China(51778531)
摘    要:为了缓解桥梁梁体在各类因素下的横向偏移或倾覆问题,同时改良现有防偏移设备的刚性阻拦缺陷,以机械设备的减震隔震装置为借鉴,设计了一种基于弹性防偏-塑性卸载理念的梁体横向限位设备.?该设备根据折减后的桥墩墩底抗弯强度及梁体横向最大容许位移选择弹簧参数(用于正常情况下的弹性防偏),由折减后的支反力计算薄弱层锚固螺栓的个数(用...

关 键 词:桥梁  桥梁组件  仿真建模  减震隔震设备  弹性防偏  塑性卸载
收稿时间:2019-07-28

Lateral Displacement Restrainer of Beam Based on Elastic Deviation Prevention and Plastic Unloading Mechanism
ZHAO Chenggong,ZHAO Renda,JIA Yi,WANG Yongbao,LI Fuhai. Lateral Displacement Restrainer of Beam Based on Elastic Deviation Prevention and Plastic Unloading Mechanism[J]. Journal of Southwest Jiaotong University, 2021, 56(4): 760-768. DOI: 10.3969/j.issn.0258-2724.20190741
Authors:ZHAO Chenggong  ZHAO Renda  JIA Yi  WANG Yongbao  LI Fuhai
Abstract:In order to alleviate the lateral deflection or overturning of the beam under various factors, and improve the rigid blocking defect of the existing anti-offset equipment, a lateral-movement limiting device of beam body based on the elastic anti-deflection and plastic unloading concept is designed by referring to the mechanical shock absorption and isolation device. In this device, spring parameters (for elastic deviation prevention under normal conditions) are selected according to the reduced data of bending strength of the pier bottom and the maximum allowable transverse displacement of the beam, and the number of anchoring bolts in the weak layer (for unloading pier protection under large loads) is calculated using the reduced data of support reaction force. Taking a curved continuous girder bridge in Shaanxi Province as an example, the displacement and stress increments of the bridge with and without equipment of the device under static and dynamic actions are simulated using the finite element analysis software Midas Civil. Data comparison shows that the radial displacement restriction effect of the equipment under various static loads is remarkable (the average displacement limit rate is more than 70%, and the main displacement inducement limit rate is more than 80%); in most time-histories of the El Centro Site waves, the displacement and stress increments of the beam with equipment are smaller than those without equipment, and the peak displacement (the reduction rate is above 90%) and the peak stress (the average reduction rate is about 50%) are significantly reduced after installing the equipment. This shows that the equipment can effectively reduce the dynamic displacement increment of the beam without stress concentration and has good seismic deviation prevention effect. 
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