使用数字水准仪和CREDO NIVELIR软件监测工程结构的经验

N. Kanashin, Dmitriy Afonin
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引用次数: 0

摘要

目的:介绍在时间紧迫、工作量大、资源有限、观测条件不利、同时需要进行高精度监测的情况下,施工现场对施工和运行中的工程结构进行长期沉降监测的经验。方法:测量误差理论、最小二乘法、参数平差法。结果表明,各厂家的数字水准仪虽然用于解决各种大地测量问题,许多作者的工作都致力于研究各种因素对其所获得的结果精度的影响,但在实际生产条件下,不能排除许多这样的因素,从而导致水准测量结果的精度下降。开发了在CREDO NIVELIR软件环境中由数字水准仪构建的水准网络的数学处理的实用建议,提出了非标准类型的沉降标记,并指出了使用它们时执行观测的方法。基于已知的数字水准仪倾斜角与环境温度的相关性,提出了一种确定数字水准仪倾斜角的原始方法,包括测量值超过水准仪软件补偿限制的情况。结果表明,利用数字水准仪的工作经验得出的结论,在监测工程结构沉降时,可以提高数字水准仪的工作精度,并降低他们的劳动强度。现实意义:本文的结论和结果是在长期控制施工和运行中工程结构沉降的基础上得出的,可以通过工程和大地测量施工支持来实施。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experience in the Use of Digital Levels and CREDO NIVELIR Software for Monitoring Engineering Structures
Purpose: To present the experience of working with digital levels at a construction site during long-term settlement monitoring settlement of both engineering structures under construction and in operation in conditions of tight time constraints, a significant amount of work, limited resources and adverse observation conditions with the simultaneous need to perform them with high accuracy. Methods: Theory of measurement errors, least squares method, parametric adjustment method. Results: It is shown that digital levels of various manufacturers, although they are used to solve various geodetic problems, and the work of many authors is devoted to the study of the influence of various factors on the accuracy of the result obtained by them, but in real production conditions a number of such factors cannot be excluded, which leads to a deterioration in the accuracy of the leveling results. Practical recommendations for mathematical processing of leveling networks built by digital levels in the CREDO NIVELIR software environment are developed, non-standard types of settlement marks are proposed with an indication of the methodology for performing observations when using them. Based on the known dependence of the tilt angle of the digital level on the ambient temperature, an original method for its determination is proposed, including situations when the obtained value exceeds its compensation limits by the level software. It is shown that the conclusions obtained on the basis of the experience of working with digital levels make it possible to increase the accuracy of such work, as well as reduce their labor intensity, when monitoring the settlement of engineering structures. Practical significance: The conclusions and results presented in the article have been obtained on the basis of long-term control of the settlement of both engineering structures under construction and in operation and can be implemented by engineering and geodetic construction support.
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