首页> 外国专利> Prediction method of falut pole ahead of the tunnel face using monitoring center vector

Prediction method of falut pole ahead of the tunnel face using monitoring center vector

机译:基于监测中心向量的隧道面超前断层预测方法

摘要

The present invention relates to a method for predicting the fault zone of the excavation front by using a convergence displacement of the tunnel, more particularly by introducing a new concept of measuring cross-sectional center point vector to the three-dimensional behavior aspects of the tunnel it appears at different fault zone pass interval analysis and by using the results of this analysis relates to a method for predicting the fault zone in the front face mapping of the actual tunnel construction site. ; Tunnel fault zone predicting method in the tunnel face the front of the invention is the measurement section movement of the center point of a When the center point of the three-dimensional displacement coordinates shown in the Temple and left of the tunnel cross-section, a right side wall as the measurement cross-section center point (MCC) tunnel excavation advancing direction a method for predicting the fault zone in the tunnel face the front by using a measurement cross-section center point vector (MCV), which is defined by a vector, (a) step of analyzing the orientation of the MCV by fault zone oblique direction collect analysis data for the virtual tunnel .; (B) obtaining the MCV of the excavated tunnel for the construction site to be predicted the fault zone of the front face mapping; And, (c) using the data analysis in the step (a) evaluating the fault zone oblique direction for the orientation of the MCV of the tunnel construction site obtained in step (b); and characterized in that comprises a. ; Tunnel face, metrology section, vector, fault zone, forecasting, and changing patterns
机译:本发明涉及一种通过利用隧道的会聚位移来预测开挖锋面的断层带的方法,更具体地讲,是通过将测量横截面中心点矢量的新概念引入隧道的三维行为方面来进行的。它出现在不同的断裂带通过间隔分析中,并且通过使用该分析结果,涉及一种在实际隧道施工现场的正面测绘中预测断裂带的方法。 ;在本发明的前面的隧道中,隧道断层带的预测方法是测量截面的中心点的移动。当三维位移坐标的中心点显示在太阳穴和隧道横截面的左侧时,右侧壁作为测量横截面中心点(MCC)隧道开挖前进方向的方法,是通过使用测量横截面中心点矢量(MCV)来预测隧道面朝前的断层带的方法。向量;(a)通过断层带倾斜方向分析MCV的方向的步骤,收集虚拟隧道的分析数据。 (B)获得开挖隧道的MCV,以用于将要预测的施工现场的正面图的断层带;并且,(c)使用步骤(a)中的数据分析,针对步骤(b)中获得的隧道施工现场的MCV的取向,评估断层带倾斜方向;并且特征在于包括一个。 ;隧道工作面,计量截面,矢量,断层带,预测和变化模式

著录项

  • 公开/公告号KR100907306B1

    专利类型

  • 公开/公告日2009-07-13

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20070115515

  • 发明设计人 김광염;김창용;

    申请日2007-11-13

  • 分类号E21D9/14;E21D9/00;

  • 国家 KR

  • 入库时间 2022-08-21 19:11:48

相似文献

  • 专利
  • 外文文献
  • 中文文献
获取专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号