岩土力学 ›› 2023, Vol. 44 ›› Issue (9): 2696-2706.doi: 10.16285/j.rsm.2022.1438

• 岩土工程研究 • 上一篇    下一篇

基于等效质点峰值振动速度的高铁线路周边建筑结构振动评价研究

贾宝新1, 2,周志扬1,苑文雅1,张晶1   

  1. 1. 辽宁工程技术大学 土木工程学院,辽宁 阜新 123000;2. 辽宁工程技术大学 辽宁省矿山沉陷灾害防治重点实验室,辽宁 阜新 123000
  • 收稿日期:2022-09-16 接受日期:2022-12-11 出版日期:2023-09-11 发布日期:2023-09-02
  • 作者简介:贾宝新,男,1978年生,博士,教授,主要从事高铁地震学及矿山灾害力学等方面的研究。
  • 基金资助:
    辽宁省应用基础研究计划项目(No.2022JH2/101300227);辽宁省“兴辽英才计划”项目(No.XLYC2007163);辽宁工程技术大学学科创新团队资助项目(No.LNTU20TD08)。

Vibration evaluation of buildings around high-speed railway line based on equivalent peak particle velocity

JIA Bao-xin1, 2, ZHOU Zhi-yang1, YUAN Wen-ya1, ZHANG Jing1   

  1. 1. School of Civil Engineering, Liaoning Technical University, Fuxin, Liaoning 123000, China; 2. Liaoning Key Laboratory of Mine Subsidence Disaster Prevention and Control, Liaoning Technical University, Fuxin, Liaoning 123000, China
  • Received:2022-09-16 Accepted:2022-12-11 Online:2023-09-11 Published:2023-09-02
  • Supported by:
    This work was supported by the Liaoning Provincial Research Foundation for Basic Research (2022JH2/101300227), the “Rejuvenating Liaoning Talents Plan” Project of Liaoning Province (XLYC2007163) and the Discipline Innovation Team of Liaoning Technical University (LNTU20TD08).

摘要: 高速铁路列车运行过程中产生的振动波对沿线建筑结构的影响不可忽视,适用于高速铁路线路周边建筑结构的振动评价方法具有重要工程意义。首先,基于萨道夫斯基公式与简谐激励作用下建筑结构响应的原理,建立了等效质点峰值振动速度(peak particle vibration velocity,简称PPV)计算式;随后,开展现场土体监测试验,分析了振动信号质点峰值振动速度的衰减特征,并通过小波包变换分析振动信号的频带能量特征,理论计算得出了等效PPV;最后,以现有交通振动作用下建筑容许振动值为评价标准,进行高速铁路线路周边建筑结构的振动安全评价。结果表明:除局部放大程度显著的位置外,高架桥桥墩地基中高铁振动波质点峰值振动速度衰减公式对实际质点峰值振动速度的整体拟合结果较好;基于等效PPV的振动评价方法发现,在振源距45 m处,G924次列车的0~10 Hz等效PPV值大于1 mm/s,超过了振动敏感和具有保护价值建筑的振动容许值;与现有振动评价相比,等效PPV的振动评价方法具有振动敏感性大、可针对特定建筑结构进行振动控制、可在高铁线路周边建筑选址前进行振动评价等优点。

关键词: 振动评价, 质点峰值振动速度(PPV), 监测试验, 频带能量, 振动敏感性

Abstract: The influence of the vibration wave generated during the operation of the high-speed railway train on the building structure along the line can not be ignored, and the vibration evaluation method suitable for the building structure around the high-speed railway line is of great engineering significance. Firstly, a calculation formula of equivalent particle peak vibration velocity (PPV) is developed based on Sadowski formula and the principle of building structure response under harmonic excitation. Then the field soil monitoring test is carried out to analyze the attenuation characteristics of particle peak vibration velocity of vibration signal; and wavelet packet transform is used to analyze the frequency band energy characteristics of vibration signal so as to theoretically derive the equivalent PPV. Finally, the allowable vibration value of the building under the existing traffic vibration is taken as the evaluation standard to estimate the vibration safety of the building structure around the high-speed railway line. The results show that except for the position with significant local magnification, the attenuation formula of the peak particle velocity of the high-speed railway vibration wave in the pier foundation of the viaduct has a good fitting result to the actual peak particle velocity as a whole. Based on the vibration evaluation method of equivalent PPV, it is found that at 45 m distance from vibration source, the 0−10 Hz equivalent PPV value of G924 train is greater than 1 mm/s, which exceeds the vibration tolerance value of vibration sensitive and protective buildings. Compared with the existing vibration evaluation, the equivalent PPV vibration evaluation method has the advantages of high vibration sensitivity, vibration control for specific building structures, and vibration evaluation before the location of the buildings around the high-speed railway line.

Key words: vibration evaluation, peak particle vibration velocity (PPV), monitoring test, frequency band energy, vibration sensitivity

中图分类号: 

  • U211.3
[1] 张晓磊, 冯世进, 李义成, 王雷, . 路基高架过渡段高铁运行引起的地表 振动现场试验研究[J]. 岩土力学, 2020, 41(S1): 187-194.
[2] 石安池,徐卫亚,张贵科. 三峡工程永久船闸高边坡岩体卸荷松弛特征研究[J]. , 2006, 27(5): 723-729.
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 .