岩土力学 ›› 2022, Vol. 43 ›› Issue (4): 1147-1156.doi: 10.16285/j.rsm.2021.1034

• 数值分析 • 上一篇    

周期排列水平管对地铁振动的隔振性能研究

王明瑶,高盟   

  1. 1. 山东科技大学 山东省土木工程防灾减灾重点实验室,山东 青岛 266590;2. 山东科技大学 土木工程与建筑学院,山东 青岛 266590
  • 收稿日期:2021-07-08 修回日期:2021-08-23 出版日期:2022-04-15 发布日期:2022-04-18
  • 通讯作者: 高盟,男,1974年生,博士,副教授,硕士生导师,主要从事土动力学方面的教学与研究工作。E-mail: gmxyz@sdust.edu.cn E-mail:austinwong1996@163.com
  • 作者简介:王明瑶,女,1996年生,硕士研究生,主要从事土动力学方面的研究工作。
  • 基金资助:
    山东省自然科学基金(No. ZR2021ME144)。

Isolation performance of periodic horizontal pipes for subway vibration

WANG Ming-yao, GAO Meng   

  1. 1. Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong University of Science and Technology, Qingdao, Shandong 266590, China; 2. College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao, Shandong 266590, China
  • Received:2021-07-08 Revised:2021-08-23 Online:2022-04-15 Published:2022-04-18
  • Supported by:
    This work was supported by the Natural Science Foundation of Shandong Province (ZR2021ME144).

摘要: 根据声子晶体理论,提出了一种周期性排列的水平管隔振方法并探讨了其对地铁振动的隔振性能。利用平面波展开法与Bloch定理结合,得到水平管的能带结构。建立轨道?隧道?土体相互作用的三维ABAQUS精细化模型,进一步验证了周期性水平管对地铁振动的减振效果,并探究了水平管材料及其相关参数对隔振带隙的影响。结果显示:数值计算所得的衰减域与理论分析的带隙结果相吻合,周期性排列的水平管对特定频带的振动隔离效果明显且其隔振频带较宽。衰减域随填充材料弹性模量的减小逐渐下移;隔振频带的起始值随桩径的增大而提高;随着轴心间距的增大,衰减域上下限同时减小,同时也在一定程度上降低了整个隔振结构的带隙宽度。计算表明周期性水平管在不同参数条件下的频带范围在40~900 Hz之内。

关键词: 地铁隔振, 声子晶体理论, 平面波展开法, 衰减域, 带隙

Abstract: Based on the theory of phononic crystal, a periodically arranged horizontal tube vibration isolation method is proposed, and its vibration isolation performance for subway is discussed. By combining the plane wave expansion method with Bloch theorem, the band structure of the horizontal tube is obtained. A three-dimensional ABAQUS refined model of track-tunnel-soil interaction is established to further verify the damping effect of periodic horizontal pipe on subway vibration. In addition, the influence of horizontal tube material and its related parameters on the vibration isolation band gap is explored. Some laws are revealed. The attenuation region obtained by numerical calculation is consistent with the band gap results of theoretical analysis, and the vibration isolation effect of periodically arranged horizontal tubes on a specific frequency band is significant with a wider vibration isolation frequency band. The attenuation region gradually moves downward with the decrease of elastic modulus. The initial value of vibration isolation frequency band increases with the increase of pile diameter. Additionally, as the axial spacing increases, the upper and lower limits of the attenuation region simultaneously decrease, which also reduces the band gap width of the whole vibration isolation structure. The calculation shows that the frequency band range of periodic horizontal tube under different parameters is within 40?900 Hz.

Key words: subway vibration isolation, phononic crystal theory, plane wave expansion method, attenuation domain, band gap

中图分类号: 

  • TU 435
[1] 孟庆娟,石志飞,. 基于周期理论和COMSOL PDE的排桩减振特性研究[J]. , 2018, 39(11): 4251-4260.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] 姚仰平,侯 伟. 土的基本力学特性及其弹塑性描述[J]. , 2009, 30(10): 2881 -2902 .
[2] 徐金明,羌培,张鹏飞. 粉质黏土图像的纹理特征分析[J]. , 2009, 30(10): 2903 -2907 .
[3] 向天兵,冯夏庭,陈炳瑞,江 权,张传庆. 三向应力状态下单结构面岩石试样破坏机制与真三轴试验研究[J]. , 2009, 30(10): 2908 -2916 .
[4] 石玉玲,门玉明,彭建兵,黄强兵,刘洪佳. 地裂缝对不同结构形式桥梁桥面的破坏试验研究[J]. , 2009, 30(10): 2917 -2922 .
[5] 夏栋舟,何益斌,刘建华. 土-结构动力相互作用体系阻尼及地震反应分析[J]. , 2009, 30(10): 2923 -2928 .
[6] 徐速超,冯夏庭,陈炳瑞. 矽卡岩单轴循环加卸载试验及声发射特性研究[J]. , 2009, 30(10): 2929 -2934 .
[7] 张力霆,齐清兰,魏静,霍倩,周国斌. 淤填黏土固结过程中孔隙比的变化规律[J]. , 2009, 30(10): 2935 -2939 .
[8] 张其一. 复合加载模式下地基失效机制研究[J]. , 2009, 30(10): 2940 -2944 .
[9] 易 俊,姜永东,鲜学福,罗 云,张 瑜. 声场促进煤层气渗流的应力-温度-渗流压力场的流固动态耦合模型[J]. , 2009, 30(10): 2945 -2949 .
[10] 陶干强,杨仕教,任凤玉. 崩落矿岩散粒体流动性能试验研究[J]. , 2009, 30(10): 2950 -2954 .