华南理工大学学报(自然科学版) ›› 2013, Vol. 41 ›› Issue (3): 50-62.doi: 10.3969/j.issn.1000-565X.2013.03.008

• 土木建筑工程 • 上一篇    下一篇

混凝土连续墙隔振后建筑结构的地铁振动实测与分析

楼梦麟 贾宝印 宗刚 单涛涛   

  1. 同济大学 土木工程防灾国家重点实验室,上海 200092
  • 收稿日期:2012-02-20 修回日期:2012-11-15 出版日期:2013-03-25 发布日期:2013-02-01
  • 通信作者: 楼梦麟(1947-),男,教授,博士生导师,主要从事结构抗震防灾、土- 结构动力分析及环境振动与防治等研究. E-mail:lml@mail.tongji.edu.cn
  • 作者简介:楼梦麟(1947-),男,教授,博士生导师,主要从事结构抗震防灾、土- 结构动力分析及环境振动与防治等研究.
  • 基金资助:

    国家“973”计划项目( 2011CB013800) ; 上海市科委科研计划项目( 10dz0581800)

Measurement and Analysis of Subway-Induced Vibration of Buildingwith Vibration Isolation Using Continuous Concrete Wall

Lou Meng-lin Jia Bao-yin Zong Gang Shan Tao-tao   

  1. State Key Laboratory for Disaster Prevention in Civil Engineering,Tongji University,Shanghai 200092,China
  • Received:2012-02-20 Revised:2012-11-15 Online:2013-03-25 Published:2013-02-01
  • Contact: 楼梦麟(1947-),男,教授,博士生导师,主要从事结构抗震防灾、土- 结构动力分析及环境振动与防治等研究. E-mail:lml@mail.tongji.edu.cn
  • About author:楼梦麟(1947-),男,教授,博士生导师,主要从事结构抗震防灾、土- 结构动力分析及环境振动与防治等研究.
  • Supported by:

    国家“973”计划项目( 2011CB013800) ; 上海市科委科研计划项目( 10dz0581800)

摘要: 在一地铁沿线某建有地下连续墙的建筑物的地面及地下室对地铁运行引起的振动进行现场实测,通过所采集到的数据分析了相关测点之间的振动加速度的峰值衰减率、Fourier 谱、Hilbert 边际谱及振级等的变化,分别讨论了地下连续墙的隔振效果和经过隔振后的振动在墙后地下室各层的衰减情况.结果表明: 连续墙对水平方向的振动有较为明显的隔振效果,对垂向未起到隔振作用; 随着建筑进入地下深度的增加,地下室水平向的振动衰减程度增大; 每一层地下室的垂向振动衰减很明显; 地下室3 个方向上的振级随着中心频率的增大而增大,随着建筑进入地下深度的增加其水平振级的衰减程度增大.

关键词: 地铁, 连续墙, 隔振, 衰减率, 振级

Abstract:

Field measurements were conducted on the ground and the basement floor of a building with undergroundcontinuous wall to investigate the subway-induced vibration.Then,the changes of acceleration peak attenuationrate,Fourier spectrum,Hilbert marginal spectrum and vibration level were analyzed according to the data obtainedat the related measuring points.Finally,the vibration isolation effect of the continuous underground wall and the vibrationattenuation on each floor of the basement wall with vibration isolation were discussed.The results show thatthe vibration isolation effect of continuous wall is obvious in horizontal direction but is rare in vertical direction,thatthe degree of horizontal vibration attenuation increases with the depth of underground construction,that the verticalvibration attenuation is obvious on each layer of the basement,that the vibration levels in the three directions all increasewith the center frequency,and that the attenuation degree of horizontal vibration level increases with thedepth of underground construction.

Key words: subway, continuous wall, vibration isolation, attenuation rate, vibration level