| 基于列车振动的高速铁路桥墩沉降控制阈值 |
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| 引用本文： | 陈兆玮,翟婉明.基于列车振动的高速铁路桥墩沉降控制阈值[J].交通运输工程学报,2022,22(2):136-147. |
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| 作者姓名： | 陈兆玮 翟婉明 |
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| 作者单位： | 1.重庆交通大学 机电与车辆工程学院，重庆 4000742.西南交通大学 牵引动力国家重点实验室，四川 成都 610031 |
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| 基金项目： | 国家自然科学基金项目52008067中国博士后科学基金项目2019M650236重庆市教育委员会科学技术研究项目KJQN201900719省部共建山区桥梁及隧道工程国家重点实验室开放基金SKLBT-19-002 |
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| 摘 要： | 为保障高速铁路桥墩沉降区域的列车运行安全平稳性，提出了一种基于列车-轨道-桥梁动力相互作用理论的高速铁路桥墩沉降控制阈值研究方法；探讨了既有标准中的桥墩沉降限值，并确定了影响桥墩沉降控制阈值的关键因素；基于列车-轨道-桥梁动力相互作用理论，考虑轨道随机不平顺、轮轨非线性接触关系等非线性因素，建立了考虑桥墩沉降和多影响因素的高速列车-轨道-桥梁耦合动力学模型；在此基础上，研究了多因素条件下桥墩沉降对列车-轨道-桥梁系统的影响，并从保证列车安全平稳运营的角度提出了适用于中国高速铁路桥墩沉降的控制阈值。研究结果表明:研究高速铁路桥墩沉降控制阈值时不能忽略轨道随机不平顺、温度作用、混凝土收缩徐变等因素的影响；随着桥梁跨度的增大，混凝土收缩徐变和温度作用导致车体垂向加速度和轮重减载率增大，桥墩沉降则导致上述指标减小；考虑多因素后，车体垂向加速度和轮重减载率与不考虑这些影响因素相比明显增大；随着桥墩沉降的增大，列车通过不同不平顺样本时车体垂向加速度和轮重减载率均超标；为保证列车运行安全性与乘坐舒适性，高速铁路桥墩沉降控制阈值建议为10 mm；在本文得到的控制阈值基础上进一步考虑施工误差等其他因素即可得到准确的标准限值，研究结果可为桥墩沉降限值的最终确定提供研究方法和数据支撑。
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| 关 键 词： | 桥梁工程 高速铁路 桥墩沉降 列车-轨道-桥梁耦合动力学 控制阈值 桥梁变形 收缩徐变 温度作用 |
| 收稿时间： | 2021-10-09 |
Control threshold of pier settlement in high-speed railways based on train vibrations |
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| CHEN Zhao-wei,ZHAI Wan-ming.Control threshold of pier settlement in high-speed railways based on train vibrations[J].Journal of Traffic and Transportation Engineering,2022,22(2):136-147. |
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| Authors: | CHEN Zhao-wei ZHAI Wan-ming |
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| Affiliation: | 1.School of Mechanotronics and Vehicle Engineering, Chongqing Jiaotong Univeristy, Chongqing 400074, China2.State Key Laboratory of Traction Power, Southwest Jiaotong University, Chengdu 610031, Sichuan, China |
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| Abstract: | For the safety and smoothness of running trains in the pier settlement area of high-speed railways, a method to investigate the control threshold of pier settlement in high-speed railways was proposed based on the train-track-bridge dynamic interaction theory. The limit values of pier settlement in existing standards were discussed, and the key factors affecting the control threshold of pier settlement were determined. In view of the nonlinear factors including the track random irregularity and wheel-rail nonlinear contact relationship, a high-speed train-track-bridge coupled dynamics model considering the pier settlement and multi-factor was built based on the train-track-bridge dynamic interaction theory. On this basis, the influence of pier settlement on the train-track-bridge system under the multi-factor influence was studied, and the control threshold of pier settlement for high-speed railways in China was proposed to ensure the safety and smoothness of the running train. Research results show that the factors including the track random irregularity, temperature action, and concrete shrinkage and creep cannot be ignored in studying the control threshold of pier settlement in high-speed railways. As the bridge span is broader, the concrete shrinkage and creep and temperature action cause the increases in the carbody vertical acceleration and wheel unloading rate, while the pier settlement leads to the decrease in the above indicators. The carbody acceleration and wheel unloading rate considering the multi-factor are significantly higher than those without considering the multi-factor. As the pier settlement is larger, the carbody vertical accelerations and wheel unloading rates exceed the limit values when the train runs through different irregularity samples. The control threshold of pier settlement for high-speed railways is suggested to be 10 mm to guarantee the running safety and ride comfort of the running train. Based on the control threshold obtained in this paper, the accurate standard limit value can be obtained by further considering other factors, such as construction errors. The research results can provide a method and data supporting for the final determination of the limit value of pier settlement. 3 tabs, 15 figs, 30 refs. |
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