基于GNSS传感器的建筑塔机群防碰撞智能监控研究

Mingduan Zhou, Beijing China Architecture, Qian-lin Wang, Hong-jie Tan, Miao Wang
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引用次数: 0

摘要

提出了一种基于GNSS单历元定位技术的高精度载波相位观测防撞监测方法,并将其应用于建筑塔机群防撞智能监测中。详细介绍了基于gnss的防撞监测原理。设计开发了一套基于gnss的建筑塔机群防撞监测辅助系统GNSS_ACS。可实现c级、b级、a级三种报警监控功能。在GNSS_ACS系统中,对rover_1727等探测站连续600个历元的监测精度,N-RMS最小误差为0.007m,最大误差为0.012m,平均误差为0.010m;E-RMS最小误差为0.005m,最大误差为0.008m,平均误差为0.011m;在cm级上得到了U-RMS的最小误差为0.015m,最大误差为0.029m,平均误差为0.022m,实验结果验证了所提解决方案的有效性和可行性。为施工塔机群防碰撞智能监控提供了一种新的解决方案。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Research on Intelligent Anti-collision Monitoring for Construction Tower Crane Group Based on GNSS Sensors
A novel anti-collision monitoring method is proposed based on GNSS single-epoch positioning technology via high-precision carrier phase observations, which is applied to intelligent anti-collision monitoring for construction tower crane group. GNSS-based anti-collision monitoring principles are given in detail. A set of GNSS-based anti-collision monitoring auxiliary system named as GNSS_ACS for construction tower crane group is designed and developed. It can realize three kinds of alarm monitoring function consist of C-level, B-level and A-level respectively. The monitoring accuracy in the GNSS_ACS system ,for 600 consecutive epochs of the rover station such as rover_1727, the min-error of N-RMS is 0.007m, the max-error of N-RMS is 0.012m and the avg-error of N-RMS is 0.010m; the minerror of E-RMS is 0.005m, the max-error of E-RMS is 0.008m and the avg-error of E-RMS is 0.011m; the min-error of U-RMS is 0.015m, the max-error of U-RMS is 0.029m and the avg-error of U-RMS is 0.022m, is obtained in cm-level which verifies the effectiveness and feasibility of the proposed solutions in the experimental results. It can provide a new solution for intelligent anti-collision monitoring of construction tower crane group.
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