| 超站仪法基坑位移变形监测研究 |
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| 引用本文： | 傅为华,LOU Heng-pang. 超站仪法基坑位移变形监测研究[J]. 北京测绘, 2014, 0(5): 74-77 |
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| 作者姓名： | 傅为华 LOU Heng-pang |
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| 作者单位： | 义乌工商职业技术学院,浙江义乌,322000;义乌工商职业技术学院,浙江义乌,322000 |
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| 基金项目： | 浙江省教育厅高校访问工程师校企合作项目 |
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| 摘 要： | 通过超站仪在作业方式、监测精度、工作效率等方面与传统全站仪极坐标法开展基坑变形监测的比较分析,说明了大家最为关切的监测精度问题,指出超站仪在基坑监测专业领域的观测精度、自动化、智能化、及时高效的优势必然应用前景广泛.
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| 关 键 词： | 超站仪 基坑位移 极坐标法 精度分析 |
The Discussion on Deformation Monitoring of the Foundation Displacement by Super Station Instrument |
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| FU Wei-hua,LOU Heng-pang. The Discussion on Deformation Monitoring of the Foundation Displacement by Super Station Instrument[J]. Beijing Surveying and Mapping, 2014, 0(5): 74-77 |
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| Authors: | FU Wei-hua LOU Heng-pang |
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| Affiliation: | FU Wei-hua, LOU Heng-pang |
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| Abstract: | The compare the foundation deformation monitoring method by Super station instrument and total station instru ment in operation, the monitoring accuracy, efficiency etc. The paper explained the question that we were most concerned about the monitoring accuracy. And the paper pointed out Super station instrument was to be put into wide usage in the foundation pit monitoring field because it has the advantage in the observation precision; automation, intelligent, timely and efficient. |
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| Keywords: | super station instrument foundation displacement polar method accuracy analysis |
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