结构钢耐蚀性要求的参数化

V.P. KOROLOV, I.V. KUSHCHENKO, E.A. BOCHAROVA
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引用次数: 0

摘要

提出了对钢结构和装置的腐蚀防护性进行科学和方法论证的基本规定。考虑到科学成就和国际标准,分析了改进现有规范的优先事项。已经制定了通过使用有效的防腐措施来提高竞争力和节约资源的任务。该研究旨在参数化质量、可靠性和安全性的技术监管机制,以及应数字消费者的要求,在防腐领域批准和应用材料和技术、程序和服务。提出了一种面向过程的方法,旨在不断改进结构腐蚀防护系统合理选择的开发周期和模型。据此,根据结构钢的可靠性等级和技术经济防护所需的参数来确定结构钢的腐蚀防护。管理结构按照ISO 12944、SP 28.1330.2017关于结构钢防腐的组织标准规定进行定义。对结构及其防护涂层的可靠性水平进行了分析,并考虑了基于极限状态法的质量符合性评估、监测和风险诊断程序。根据DMAIC确定、测量、分析、改进和监测结构技术状况的五项原则确定参数符合性。给出了钢结构及其防护涂层的腐蚀影响的代表性样品、耐蚀性和耐久性特征值的统计估计实例。提出了防腐的功能和时间冗余的方法保证。对具有腐蚀损伤的钢结构模型进行了荷载试验。所得结果揭示了腐蚀状态参数的不确定性,并允许在考虑可接受风险的情况下评估钢结构的生存能力。对腐蚀防护性技术经济调节系统的数字化改造提出了参数化设计建议。
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PARAMETERIZATION OF REQUIREMENTS OF CORROSION PROTECTABILITY OF STRUCTURAL STEEL
Basic provisions are presented of scientific and methodological substantiation of corrosion protectability of steel structures and installations. Priorities have been analyzed of improving existing codes, taking into account scientific achievements and international standards. Tasks have been formulated for increasing competitiveness and resource saving through the use of effective measures of corrosion protection. The study is aimed at parameterization of a mechanism of technical regulation of quality, reliability and safety, approval and application of materials and technologies, procedures, services in the field of corrosion protection at the request of a digital consumer. A process-oriented methodology is proposed aimed at a continuous improvement of development cycles and models of the rational choice of systems of corrosion protection of structures. With that, corrosion protection of structural steel is defined by the level of reliability and required parameters of technical and economic protection. The management structure is defined by the provisions of organization standard in accordance with ISO 12944, SP 28.1330.2017 with regard to corrosion protection of structural steel. The levels have been analyzed of reliability of structures and their protective coatings, with account for the procedures for assessing compliance of quality, monitoring and risk diagnostics based on the limit states method. Parameter compliance is affirmed based on five DMAIC principles related to determination, measurement, analysis, improvement and monitoring technical condition of structures. Examples are presented of statistical estimation of representative samples of corrosion impacts, characteristic values of corrosion resistance and durability of steel structures and their protective coatings. Proposed are methods for functional and time redundancy of corrosion protection assurance. Load testswere carried outof models of steel structures with corrosion damage. The obtained results reveal uncertainty of parameters of corrosion state and allow assessing structural steel survivability with account for acceptable risk. Suggestions for parametric design are recommended for digital transformation of the system of technical and economic regulators of corrosion protectability.
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