用现代测地线仪器对建筑物的技术状况进行评估

S. Urdzik, K. Piven
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引用次数: 0

摘要

这篇文章的主题是对正在运行的工程结构进行全面调查。已经确定,借助目测是不可能对结构的现状作出可靠的评估的。现代大地测量仪器极大地扩展了工程师进行技术控制的能力,因此,在本文中,特别关注这类工作。该调查以一个根据块空间规划方案建造的建筑为例进行。规划方案基于不同高度和大小的独立地块。这就是考虑对这类对象进行调查的顺序的原因。在调查过程中,对建筑结构及其相互之间的接缝进行了视觉评估,建立了与设计方案和设计标准的偏差,对结构的空间位置以及与项目和标准指标的偏差进行了分析。为了澄清基础结构并确定其符合设计数据,在职权范围规定的地方挖坑。这些坑是用联合的方式进行的,直到铺设基础的深度。根据激光扫描的结果,记录结构在执行图上的空间位置。扫描分三个区块进行。为了评估与边界规范指标的偏差,对建筑物支撑结构的规划位置进行了扫描结果分析。根据测量结果,建立的设计方案在结构之间的合理紧固方面不符合现行规范性文件的要求,忽视了保证结构刚度的条件,导致框架整体刚度降低,造成过度变形。偏差也被确定为法规规范的极限参数的倍数,降低了建筑框架的整体稳定性和刚度,导致结构上出现额外的、不可预见的设计载荷,增加了结构失效的风险,并对整体可靠性水平产生负面影响。基于研究结果,结论是现代电子大地测量仪器的使用可以显着扩展工程师的技术控制能力。关键词:大地测量装置,工程建设,测量,设计方案,可靠性,运行条件,目视评估,变形。
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ASSESSMENT OF THE TECHNICAL CONDITION OF THE BUILDING USING MODERN GEODESIC INSTRUMENTS
The article is devoted to the topic of a comprehensive survey of engineering structures that are in operation. It has been established that with the help of visual assessment it is impossible to give a reliable assessment of the current state of the structure. Modern geodetic instruments significantly expand the capabilities of engineers for technical control, therefore, in the article, special attention is paid to this type of work. The survey is carried out on the example of a building that was erected according to a block space-planning scheme. The planning scheme is based on separate blocks of different heights and sizes. This is the reason for considering the sequence of performing the survey on this type of object. In the course of the survey, work was carried out on a visual assessment of building structures and their joints between each other, deviations from design solutions and design standards were established, an analysis of the spatial position of structures and deviations from the project and standard indicators was carried out. To clarify the structures of the foundations and establish their compliance with the design data, pits were made in places regulated by the terms of reference. The pits were carried out in a combined way to the depth of laying the foundations. According to the results of laser scanning, the spatial position of the structures on the executive diagrams was recorded. Scanning was carried out in three blocks. To assess deviations from the boundary normative indicators, an analysis of the results of scanning the planned position of the building's supporting structures was performed. Based on the results of the tacheometric survey, design solutions were established that do not meet the requirements of the current regulatory documents in terms of proper fastening of structures to each other and disregard for the conditions for ensuring the rigidity of structures, which can lead to a decrease in the overall rigidity of the frame and cause excessive deformations. Deviations were also established that are a multiple of the limiting parameters normalized by the regulations, reduce the overall stability and rigidity of the building frame, contribute to the appearance of additional, unforeseen design loads on structures, increase the risk of structural failure and negatively affect the overall level of reliability. Based on the results of the research, it was concluded that the use of modern electronic geodetic instruments can significantly expand the capabilities of engineers for technical control. Keywords: geodetic devices, engineering construction, measurement, design solutions, reliability, operational condition, visual assessment, deformations.
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