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隧道建设(中英文) ›› 2006, Vol. 26 ›› Issue (增刊2): 19-22.DOI: B

• 研究与探索 • 上一篇    下一篇

盾构机姿态控制点测量模型及其应用

李国华   

  1. 广州市盾建地下工程有限公司|广州510030
  • 收稿日期:2006-10-31 修回日期:2006-11-28 出版日期:2006-12-18 发布日期:2010-01-08
  • 作者简介:李国华|毕业于武汉大学测绘工程专业|助理工程师|现从事盾构测量工作。

Survey Model of Attitude Control Points of Shield
Machines and its Application

LI Guo-Hua   

  1. Guangzhou Municipal DunJian Underground Construction Engineering Co., Ltd., Guangzhou 510030, China
  • Received:2006-10-31 Revised:2006-11-28 Online:2006-12-18 Published:2010-01-08

摘要:

盾构机姿态控制点是盾构机导向系统的重要组成部分,是计算盾构机初始参数和检测盾构机实时姿态的依据。盾构机姿态控制点测量首先要建立测量模型,即采用导线测量和三角高程测量方法,通过对盾构机刀头和中体圆柱体外直径精密测量,拟合计算出盾构机刀头和中体中心三维坐标,建立盾构机坐标系统,解算姿态控制点在盾构机坐标系统内的三维坐标,进而由姿态控制点计算盾构机的姿态。通过在广州地铁三号线\[市桥站—番禺广场\]盾构区间对德国海瑞克盾构机的测量实验,此模型能求解盾构机姿态控制点,并可以检测盾体的形变。

Abstract:

Attitude control points of shield machines are important components of the guidance systems of shield machines and are the basis for the calculation of the initial parameters of shield machines and determination of the realtime attitude of shield machines. In order to perform surveying of the attitude control points of shield machines, survey models should be established, i.e., the 3D coordinates of the cutter head and the center of the midshield are calculated by means of accurate surveying of the outer diameters of the cutter head and the cylinder of themidshield by traverse survey method and trigonometric leveling method, after which the coordinate system of the shield machine is established. By means of calculating the 3D coordinates of the attitude control points in the coordinate system of the shield machine, the attitude of the shield machine is obtained. The application of the survey model in the survey tests on a shield machine manufactured by Herrenknecht A.G. for ShiPan running tunnel on line 3 of Guangzhou Metro demonstrates that, by means of the survey model, the attitude control points of shield machines can be calculated and the deformations of theshields can be detected.

Key words: shield machine  , attitude control point  , survey model  , traverse survey  , trigonometric leveling  , coordinate system

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