现代工业建筑中功能与结构的联系

A. Erykov
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引用次数: 0

摘要

今天,高达80%的建筑物和构筑物建在深基础上,其主要组成部分是混凝土和钢筋混凝土桩(锤打、钻孔和根据CFA技术制成的桩)。自钻孔桩开始大规模使用以来(上世纪60年代),由于钻孔桩安装过程隐蔽隐蔽,桩身可能形成不可接受的缺陷,降低桩的承载能力,导致结构处于紧急状态,因此在保证基础可靠性方面仍然存在问题。桩的施工技术在不断的进步,但是桩身缺陷的出现仍然是无法避免的,因为缺陷形成的原因有很多,并不是总能预见和考虑到的。因此,在深基础施工过程中,需要对钻桩井的技术状态进行输出监测,而这种监测离不开无损诊断方法的使用。这些方法和手段的使用和实施应该是强制性的,以确保建筑物和结构运行的可靠性和安全性,今天已经有许多标准和规范性文件提供了这些方法和手段。目前,声学方法主要用于诊断,即:单通道和多通道声波测井;具有冲击激励的弹性波脉冲回波法(以下简称振动-冲击诊断法)。需要注意的是,在采用大变形激发弹性波的情况下,当桩端冲击能量达到比例极限时,对试验桩的承载力进行评估,而采用低变形技术专门诊断桩身。在很长一段时间内,这些方法都不能在现场得到广泛的应用。随着数字信号处理方法的发展,它们的性能显著提高
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FUNCTIONAL AND STRUCTURAL CONNECTIONS IN THE ARCHITECTURE OF MODERN INDUSTRIAL BUILDINGS
today, up to 80% of buildings and structures are built on deep foundations, the main elements of which are concrete and reinforced concrete piles (hammered, bored and piles made according to CFA technology). Since the beginning of the mass use of drilling piles (the 60s of the last century), there is still a problem of ensuring the reliability of foundations, due to the fact that the process of installing piles is hidden from observation, and unacceptable defects may form in the pile trunks, which reduce the bearing capacity of piles and can lead the structure to an emergency condition. Pile construction technologies are constantly being improved, however, it is still not possible to avoid the appearance of defects in pile trunks because there are quite a lot of reasons for the formation of defects that it is not always possible to foresee and take into account. That is why, during the construction of deep foundations, output monitoring of the technical condition of drill pile shafts should be provided, which cannot be performed without the use of non-destructive diagnostic methods. The use of these methods and means, which implements them, should be mandatory to ensure the reliability and safety of the operation of buildings and structures and today is already provided for by numerous standards and regulatory documents. Currently, acoustic methods are mainly used for diagnostics, namely: single- and multi-channel acoustic logging; pulse Echo method with shock excitation of elastic waves (hereinafter referred to as the method of vibration-shock diagnostics). It should be noted that in the case of using high deformation to excite elastic waves, at which the impact energy on the end of the pile reaches the limit of proportionality, an assessment of the bearing capacity of experimental piles is given, and the low technique is used exclusively for diagnosing pile trunks. For a long time, these methods could not be widely implemented in the field. Their capabilities have increased significantly after the development of digital signal processing methods
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