首页|制动荷载作用下道岔区采用不同垫板的扣件适应性研究

制动荷载作用下道岔区采用不同垫板的扣件适应性研究

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通过试验对比扣件分别采用聚脂垫板和橡胶垫板时的纵向力学性能,基于瞬态动力分析获得制动力作用下道岔区间扣件分别采用这2种垫板时钢轨的纵向位移与受力动力响应,分析坡度对其产生的影响。研究结果表明:当列车在岔区制动且相连车辆的2个相邻转向架同时作用在尖轨上时,钢轨的最大位移和受力分别产生于尖轨尖端和跟端处;获得了道岔直、侧股线路上的最不利制动位置;钢轨纵向位移和受力随着坡度增大而呈线性增大;相较于聚酯垫板,当扣件采用橡胶垫板时,初始滑移位移和最大纵向阻力较大,而弹性阶段扣件纵向阻力-位移曲线斜率较小;各坡度下钢轨最大位移较大,最大受力较小,且受力减小幅度大于位移增大幅度,采用橡胶垫板较有利;在列车停车瞬间,钢轨纵向位移和受力突然增大,随后振幅衰减,采用橡胶垫板时振动频率和振幅比采用聚酯垫板时的稍大。
Research on adaptability of fasteners with different rail pads on large slope turnouts in subway
Through experiments,the longitudinal mechanical properties of the rail were compared when the fasteners use polyester and rubber pads.Based on transient dynamic analysis,the dynamic response of the longitudinal displacement of the rail and force under braking force were obtained when the fasteners in turnout were used in these two types of pads.The impact of switch slope on it was analyzed.The results show that when the train brakes in the switch and two adjacent bogies of the connected vehicles act simultaneously on the switch rail,the maximum displacement and force on the rail are generated at the tip and heel of the switch rail,respectively.The most unfavorable braking positions on the straight and side track of the turnout can be obtained.The longitudinal displacement and force of the steel rail increase linearly with the increase of the slope angle.Compared to polyester pads,when rubber pads is used for fasteners,the initial slip displacement and maximum longitudinal resistance are larger,while the slope of the longitudinal resistance-displacement curve for fasteners in the elastic stage is smaller.At each slope,the maximum displacement of the steel rail is larger,and the maximum force is smaller.The decrease of force is greater than the increase of displacement,and so using rubber pads is more advantageous.At the moment the train stops,the longitudinal displacement and force of the steel rail suddenly change,followed by amplitude attenuation.When rubber pads are used,the vibration frequency and amplitude are slightly higher than those of polyester pads.

netro turnoutlarge slopefastener padsindoor testtransient dynamic analysis

李沛成、曾志平、胡籍、李平、叶梦旋、田春雨

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中南大学土木工程学院,湖南长沙,410075

重载铁路工程结构教育部重点实验室(中南大学),湖南长沙,410075

广州地铁设计研究院股份有限公司,广东广州,510010

根特大学结构工程与建筑材料系,比利时根特,9000

中铁工程设计咨询集团有限公司,北京,100055

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地铁道岔 大坡度 扣件垫板 室内试验 瞬态动力分析

中国中铁股份有限公司科技研究开发计划项目

2022-重大-14

2024

中南大学学报(自然科学版)
中南大学

中南大学学报(自然科学版)

CSTPCD北大核心
影响因子:0.938
ISSN:1672-7207
年,卷(期):2024.55(9)