一种加固支撑承载力不足的拱形建筑的方法

Damir M. Khusainov, Aydar F. Salimov, A. G. Khabibulina
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引用次数: 0

摘要

提出了一种新的加固方法,用于加固支撑受力不足的拱形建筑。这种方法可以在建筑物的建筑和结构解决方案的条件下实施,这些解决方案存在防止传统放置泡芙的区域。文献中还没有关于这一问题的研究结果。以无框架拱形建筑为例,考虑了支撑杆感知承载力不足的情况下,预期加固方法的应用,减少了两种选择,即将用于支撑杆感知的拱式建筑的支撑锚固为半埋式和下沉式地锚。针对所考虑的拱形建筑,进行了理论研究,确定了在不对称积雪设计荷载变化下,拱形建筑的预应力值,在此值处提供了拱形建筑的承载能力。所得结果对建筑行业的意义在于,首次提出了一种对支撑承载力不足的拱形建筑进行加固的方法。投影加固方法是一种有效的、新颖的方法,可以增加拱形建筑的结构和支撑的承载能力,并且可以用于建筑和结构解决方案的条件下,这些建筑和结构解决方案存在防止传统放置泡芙的区域。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A method for strengthening arched buildings with insufficient bearing capacity of supports for the perception of the strut
A new way to strengthen arched buildings with insufficient bearing capacity of the supports for the perception of the strut is proposed. That method can be implemented in the conditions of architectural and structural solutions of buildings with the presence of zones which prevent the traditional placement of puffs. There are no research results on this problem in the literature. On the example of a frameless arched building with insufficient bearing capacity of the supports for the perception of the strut, the application of the anticipated reinforcement method is considered with the reduction of two options for anchoring the supports of the arched building with puffs installed for the perception of the strut to semi-buried and sunken ground anchor. For the arched building under consideration, theoretical studies were carried out to determine the prestress value in the installed puffs, at which the load-bearing capacity of the arched building is provided for the variant of the asymmetric snow design load. The significance of the obtained results for the construction industry is that for the first time a method of strengthening arched buildings with insufficient bearing capacity of supports for the perception of the strut is suggested. The projected method of reinforcement is an effective, novel way to increase the load-bearing capacity of structures and supports of arched buildings and can be used in the conditions of architectural and structural solutions of buildings with the presence of zones that prevent the traditional placement of puffs.
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