›› 1988, Vol. 9 ›› Issue (1): 1-20.

• 基础理论与实验研究 •    下一篇

钢铁联合企业各种振源地基振动的测量与分析

王武林   

  • 出版日期:1988-03-19 发布日期:2017-06-21

Measurement and Analysis of Ground Vibration with Various Sources at Iron and Steel Complex

Wang Wulin   

  • Online:1988-03-19 Published:2017-06-21

摘要: 本文叙述了钢铁联合企业内各种振源地基振动的测量技术和分析方法,介绍了武钢等企业内空气压缩机、落锤、锻锤、汽车、火车等振源地基振动的实测情况,列出了各测点的速度波形、峰值、主频等数据。实测表明:不同的振源具有不同的振动波形(大致分为复合稳态波、冲击波、随机波三类)、不同的主频率带、不同的速度峰值及其随距离衰减的规律,且同一振源各测点上三个方向的振动波形不同,衰减规律也不同。落锤振源各测点垂直位移随距离的衰减规律与博尼茨(Bornitz)推导的关系式比较符合。

Abstract: In this paper, the measurement technique and analysis method of ground vibration with various sources at iron and steel complex are described. The practical measurement cases of ground vibration excited by gas compressor, hammer, truck, train etc. at iron and steel complex are presented. The shapes of wave velocity, peak values, and the main frequency from measured point are listed. The measurement results point out that the velocity waves with different sources have different forms, which are mainly divided the wave forms into three types : the complex-steady-state wave, the shock wave, and the random wave, different main frequency spectrum, different peak values of velocity, and different decay law with distance from sources. The wave in three directions have different forms at each measured point with same seismic source, and their decay laws are different, too. The decay laws of vertical displacements caused by fallen-hammer with the distance from source quite fit in with the equation derivative by Bornitz.

No related articles found!
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] 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 .
[2] 徐远杰,潘家军,刘祖德. 混凝土面板堆石坝的一种坝坡修整算法[J]. , 2009, 30(10): 3139 -3144 .
[3] 张文杰,陈云敏. 垃圾填埋场抽水试验及降水方案设计[J]. , 2010, 31(1): 211 -215 .
[4] 詹永祥,蒋关鲁. 无碴轨道路基基床动力特性的研究[J]. , 2010, 31(2): 392 -396 .
[5] 王明年,郭 军,罗禄森,喻 渝,杨建民,谭忠盛. 高速铁路大断面黄土隧道深浅埋分界深度研究[J]. , 2010, 31(4): 1157 -1162 .
[6] 柴 波,殷坤龙,肖拥军. 巴东新城区库岸斜坡软弱带特征[J]. , 2010, 31(8): 2501 -2506 .
[7] 杨召亮,孙冠华,郑 宏. 基于潘氏极大值原理的边坡稳定性的整体分析法[J]. , 2011, 32(2): 559 -563 .
[8] 许 江,唐晓军,李树春,杨红伟,陶云奇. 周期性循环载荷作用下岩石声发射规律试验研究[J]. , 2009, 30(5): 1241 -1246 .
[9] 张家兰,文海家,李百战. 某天然气储配站场地边坡处治可靠性评价[J]. , 2009, 30(S2): 414 -417 .
[10] 徐 冲,刘保国,刘开云,郭佳奇. 基于粒子群-高斯过程回归耦合算法的滑坡位移时序分析预测智能模型[J]. , 2011, 32(6): 1669 -1675 .