连续型隔振屏障在高速铁路环境振动问题治理中的应用研究

郁雯; 刘杰; 刘航; 李凯

doi:10.11899/zzfy20210116

连续型隔振屏障在高速铁路环境振动问题治理中的应用研究

doi: 10.11899/zzfy20210116

郁雯^{1, 2,},
刘杰^{1, 2},
刘航^{1, 2},
李凯^{1, 2}

1.
河北省土木工程诊断、改造与抗灾重点实验室，河北张家口 075000
2.
河北建筑工程学院，河北张家口 075000

基金项目: 张家口市科学技术研究与发展指令计划项目（1811009B-02）；2020年河北省硕士研究生创新资助项目（CXZZSS2020140）；2021年河北省高等学校科学技术研究青年基金项目（QN2021218）

详细信息

作者简介:
郁雯，女，生于1981年。硕士，副教授。主要从事铁路隔振领域研究。E-mail：yuwen810224@163.com

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出版历程
- 收稿日期: 2020-10-14
- 网络出版日期: 2021-07-12
- 刊出日期: 2021-03-01

Based on the Infinite Element Boundary Analysis, the Study of the Effect of Continuous Barrier on the Environmental Vibration of High-speed Railway

Yu Wen^{1, 2
,},
Liu Jie^{1, 2},
Liu Hang^{1, 2},
Li Kai^{1, 2}

1.
Hebei Key laboratory of diagnosis, Reconstruction And Anti-disaster of Civil Engineering, Zhangjiakou 075000, Hebei , China
2.
School of Civil Engineering, Hebei University of Architecture, Zhangjiakou 075000, Hebei , China

摘要

摘要: 为探究高速铁路两侧隔振屏障隔振效果，采用有限元与无限元边界结合的方式进行分析，研究不同连续型隔振屏障及布置形式对隔振效果的影响。通过现场试验与同尺寸、同属性有限元模型对比试验，验证有限元模型合理性。计算结果表明：不同连续型隔振屏障中，空沟隔振效果最优，空沟隔振措施适合高速列车隔振；隔振屏障宽度为0.6～2.5倍波长时，其对隔振效果的影响较小，随着宽度的改变，隔振效果变化幅度较小；隔振屏障深度为3.8～15.2倍波长时，其对隔振效果的影响较明显，随着深度的增加，隔振效果增强；屏障位置对隔振效果的影响较大，建议屏障应靠近路基布置；连续型隔振屏障对高频的隔振效果优于低频。
- 高速铁路 /
- 连续型隔振屏障 /
- 隔振 /
- 有限元分析
Abstract: In order to explore the vibration isolation effect of the vibration isolation barriers on both sides of high-speed railway, the finite element method combined with infinite element boundary was used to calculate and analyze the influence of different continuous vibration isolation barriers and their layout on the vibration isolation effect. Firstly, the validity of the finite element part was verified by setting experiment and finite element model of the same size and same attribute. The verified results were valid. The results show that the best vibration isolation effect of the gully is obtained by comparing all kinds of continuous vibration isolation barriers, and the gully is suitable for high-speed trains. The width within the range of 0.6～2.5 times of the wavelength has little influence on the vibration isolation effect. With the change of width, the vibration isolation effect changes only slightly. The vibration isolation effect is obviously affected when the depth of the vibration barrier varies from 3.8 to 15.2 wavelength. With the increase of depth, the vibration isolation effect is enhanced. The position of the barrier has great influence on the vibration isolation effect. It is suggested that the barrier should be close to the roadbed. Continuous barrier has better vibration isolation effect at high frequency than at low frequency.
- High speed railway /
- Continuous barrier /
- Vibration isolation /
- ABAQUS

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图 1 试验布置

Figure 1. Test layout

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图 2 有限元模型

Figure 2. Finite element model

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图 3 隔振曲线

Figure 3. Vibration isolation curve

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图 4 路基横断面示意图

Figure 4. Subgrade cross section

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图 5 计算模型

Figure 5. Calculation model

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图 6 测点位置示意图

Figure 6. Position of test points

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图 7 地表加速度云图

Figure 7. Acceleration cloud maps on ground surface

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图 8 不同屏障类型的A_r曲线

Figure 8. A_r curve of each barrier

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图 9 不同屏障宽度的A_r曲线

Figure 9. A_r curves of different widths

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图 10 不同屏障深度的A_r曲线

Figure 10. A_r curve of each depth

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图 11 不同振源距的A_r曲线

Figure 11. A_r curves of different distances from test point to the foot of roadbed slope

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图 12 不同激振频率的A_r曲线

Figure 12. A_r curve of each frequency

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表 1 路基与屏障材料参数

Table 1. Material parameters of subgrade

类型	密度/kg·m⁻³	弹性模量/Pa	泊松比
路基表层	2 000	1.80×10⁸	0.250
路基底层	1 950	1.10×10⁸	0.250
地基土	1 900	2.00×10⁷	0.300
轨道板	2500	3.50×10¹⁰	0.167
钢轨	7800	2.10×10¹¹	0.300
支承层	2500	2.70×10¹⁰	0.167
混凝土板墙	2400	3.00×10¹⁰	0.200
橡胶板墙	1200	7.80×10⁶	0.470

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表 2 工况水平组合表

Table 2. Table of combination of parameter levels

水平	类型A	宽度B/m	深度C/m	振源距D/m	激振频率E/Hz
1	空沟	0.5	3.0	5.0	20
2	混凝土板墙	1.0	6.0	6.0	60
3	橡胶板墙	1.5	9.0	7.0	130
4	—	2.0	12.0	8.0	—

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