俄罗斯天然气工业股份公司体育馆独特的大跨度改造壳的应力应变状态监测,为其安全运行提供依据

M. Farfel, A. I. Vdovenko
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引用次数: 1

摘要

介绍。描述了用于监测俄罗斯天然气工业股份公司竞技场体育场外壳应力应变状态(SSS)系统开发的主要规定。根据GOST 27752《建筑和土木工程结构安全》,该壳具有联邦法律384-FZ规定的高后果等级,属于CS-3级。根据这些文件,在这样的建筑中应该安装一个应力应变状态监测系统,在结构的整个生命周期内发挥作用。在这项工作中,开发并安装了一个SSS监测系统,以确定在Gazprom Arena体育场运行的独特外壳连续控制下的应力-应变状态参数。材料和方法。描述了确定应力状态参数的方法,包括球场表面的雪荷载,以及应变状态。在一个独特的大跨度壳的施工实践中,首次安装了一个自动化系统来定义应变状态的参数。介绍了应变状态自动监测系统的安装和配置过程。开发了应力应变状态监测系统,可以对圣彼得堡Gazprom Arena体育场运行的独特的大跨度可变形壳进行连续监测。通过对应变状态参数的处理,得到了图形化变形方案的实例。这座世界上最复杂的体育场拥有独特的可变形大跨度外壳和足球场,满足了国际足联对世界杯赛场的严格要求。应力应变状态监测系统使2018年俄罗斯世界杯的半决赛和几场小组赛以及2021年欧洲杯的八场比赛顺利安全举行。这座体育场已准备好举办冠军联赛决赛。科学和技术支持,包括SSS监测,确保了以下几点:监测一个独特的大跨壳的金属元件的应力水平;决定其元素运动的;绘制结构的变形方案;防止在独特结构运行过程中可能发生和可能进一步发生的紧急情况。
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MONITORING STRESS-STRAIN STATE OF THE UNIQUE TRANSFORMED LONG-SPAN SHELL OF THE GAZPROM ARENA STADIUM AS A BASE FOR ITS SAFE OPERATION
Introduction. The main provisions for the development of a system for monitoring the stress-strain state (SSS) of the shell covering the Gazprom Arena stadium are described. This shell characterized by an elevated consequence level under Federal Law 384-FZ belongs to a CS-3 class as per GOST 27752 «Safety of structures in buildings and civil engineering works». According to these documents, a stress-strain state monitoring system should be installed in such a building, functioning for the entire life of the structure.Aim. In this work, an SSS monitoring system was developed and installed in order to determine the parameters of the stress-strain state under continuous control of the unique shell operated at the Gazprom Arena stadium.Materials and methods. The method of determining the parameters of the stress state, including the snow load over the stadium surface, as well as the strain state, was described. The parameters of the strain state were defined using an automated system installed for the first time in construction practice on a unique long-span shell. The process of installing and configuring an automated system of monitoring the strain state was described.Results. A stress-strain state monitoring system was developed that allows continuous monitoring of the unique long-span transformable shell operated at the Gazprom Arena stadium in St. Petersburg. Examples of a graphical deformation scheme were obtained as a result of processing the parameters of the strain state.Conclusions. The development of the most sophisticated stadium in the world having a transformable unique large-span shell and a football field resulted in a sports complex that meets FIFA’s strict requirements for arenas of the World Cup. The system of monitoring the stress-strain state allowed the semi-final and several group matches of the 2018 FIFA World Cup in Russia, as well as eight matches of the European Championship in 2021, to be successfully and safely held. The stadium was ready to host the Champions League Final. Scientific and technical support, including SSS monitoring, ensured the following: monitoring the stress level in the metal elements of a unique long-span shell; determining the movements of its elements; plotting a deformation scheme of the structure; preventing possible emergency situations that occurred and may further occur during the operation of the unique structure.
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