设计和施工中框架垂直偏转角的实验测量的替代方法

O.F. Kuznetsov, A. P. Ivanova, M. Vasilyeva, V.V. Deligirova, T. Piskaryova, L. Mezhueva
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引用次数: 0

摘要

高层综合体的设计包括解决一个多因素问题,包括:测量工作(测地线开发;跟踪工作;标记和测量工作;工程(地质,水文地质,水文),功能操作,以及结构的可靠性,其进一步改造的前景,建设的经济可行性,对象的结构部件的选择等。这项工作的目的是对设施的设计和施工进行理论和实验研究,包括测量结构垂直框架偏离角度的替代方法(在结构框架安装期间)。为了确定柱的垂直偏差,提出了一种替代方法,用于柱偏差的“间接测量角度”,以及从经纬仪(全站仪)到标准平面的距离。提出了确定柱体垂直度线性偏差角的几何方案,并安装了经纬仪(测速仪),用于记录柱体垂直于结构两侧的偏差。描述了进行实验研究的技术,并得出了接收到的图形依赖关系。所进行的测量和计算使人们能够通过从地面进行角度测量来确定柱子与垂直方向的偏差。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
ALTERNATIVE METHOD OF EXPERIMENTAL MEASUREMENT OF THE ANGLE OF DEFLECTION FROM VERTICALITY OF THE FRAME IN DESIGN AND CONSTRUCTION
: the design of high-rise complexes includes the solution of a multifactorial problem, consisting of: survey work (geodesic development; tracing work; marking and survey work; engineering-geological, hydrogeo-logical, hydrological), functional operational, as well as the reliability of the structure, the prospects for its further reconstruction, economic feasibility of construction, selection of structural components of the object, etc. The pur-pose of this work is theoretical and experimental research in the design and construction of facilities, including alternative methods for measuring the angle of deviation from the vertical frame of a structure (during the frame erection of structures). To determine the deviation of columns from verticality, an alternative method is proposed for "indirect measurements of the angle" of the deviation of the column, as well as the distance from the theodolite (total station) to the plane of the standard. Geometric schemes for determining the linear angle of deviation of a column from verticality and the installation of a theodolite (tacheometer) for recording deviations of columns perpendicular to the sides of the structure are presented. The technique of carrying out experimental researches is described and the received graphic dependences are re-sulted. The performed surveys and calculations make it possible to determine the deviations of the columns from the vertical by means of angular measurements from the ground.
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CiteScore
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