Investigation of the focusing lens course in the spotting scopes of digital levels

G. A. Ustavitch, A. I. Kalenitsky, D. V. Birukov, A. M. Astapov, N. M. Ryabova
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Abstract

To ensure the required accuracy of elevation and angle measurements, measures are taken at the station to rectification or significant reduce of the influence of the main instrumental errors. With regard to leveling, main errors are the violation of the main condition of the level (the influence of the constant component of the angle i), as well as the incorrect course (oscillations) of the spotting scope focusing lens when it is refocused (the variable component of the angle i). In this regard, in order to significantly reduce their influence, leveling at the station is carried out by the middle with an acceptable shoulder difference. The influence and magnitude of the focusing lens travel on the measurement, as well as methods for reducing the errors, are well covered for instruments with visual reading. With regard to the spotting scope of digital levels, which have different design and shorter focal length, the nature and magnitude of this influence is not covered enough. This circumstance is important when performing measurements with the instruments in terms of the possible expansion of technological tolerances for the inequality of the shoulders at the leveling station when performing geometric leveling.Therefore, the purpose of this research is to determine the nature and magnitude of stroke of the focusing lens of digital levels and, taking into account its influence, to make recommendations to existing measurement methods. To solve this problem, a verification technique was implemented by leveling the excesses from two stations. Studies have established that in high-precision digital levels, the amount of stroke of the focusing lens does not exceed 0.14 mm. This allows, when performing high-precision leveling, to increase the inequality of the shoulders at the station with virtually no loss of measurement accuracy.
数字水准仪调焦范围中聚焦透镜轨迹的研究
为确保测量的仰角和角度精度,台站采取措施纠正或显著减少主要仪器误差的影响。调平的主要误差是对调平主条件的违反(角度i的恒定分量的影响),以及调平镜调焦时的航向(振荡)不正确(角度i的可变分量)。为此,为了显著降低它们的影响,在站位由中间以可接受的肩差进行调平。聚焦透镜行程对测量的影响和大小,以及减少误差的方法,都很好地涵盖了具有视觉读数的仪器。对于设计不同、焦距较短的数码水准仪的调焦范围,其影响的性质和幅度没有得到充分的阐述。在使用仪器进行测量时,这种情况很重要,因为在进行几何水准测量时,水准站的肩部不均匀可能会扩大技术公差。因此,本研究的目的是确定数字水准仪聚焦透镜行程的性质和大小,并考虑其影响,对现有的测量方法提出建议。为了解决这个问题,我们采用了一种验证技术,即对两个站点的多余量进行测量。研究已经确定,在高精度的数字水平,聚焦镜头的行程量不超过0.14毫米。这允许,当执行高精度水准,增加不平等的肩膀在站几乎没有测量精度的损失。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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