化工厂钢筋混凝土车间结构的退化

J. LUCHKO, A. Horbachevska
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引用次数: 0

摘要

本著作在分析和综合科学技术资料的基础上,提出了化工厂车间混凝土和钢筋混凝土结构退化的问题,并指出了其相关性。分析了有关该问题的大量工作,特别是介绍了对许多新建和长期运行的建筑物和结构进行技术诊断的结果。指出了定期进行技术诊断的必要性,并提出了恢复(加强)此类结构承载能力的适当建议。根据已完成的对化工厂车间长期运行中的钢筋混凝土结构的全面研究,总结了在化工企业侵蚀性空气条件下对钢筋混凝土结构承载能力降低有重大影响的主要因素。特别对以下钢筋混凝土结构进行了研究:位于伊万诺-弗兰科夫斯克州卡卢什市的苛性钠和氯工厂(KSiH)以及 V.O. "氯乙烯 "公司其他工厂的柱、梁、桁架、覆盖板和墙板及其他结构,这些结构安装于 1968-1973 年。本文介绍了在氯化氢和 Cl2 湿气作用下油漆涂层的破坏、在四氯化钙车间干氯作用下油漆涂层带肋板的破坏、盐腐蚀作用以及干氯作用下管道支架的破坏。本文介绍了这些破坏情况,如图 1 所示。其原因如下:设计时的失误;施工中的缺陷和不足;混凝土和钢筋混凝土结构在侵蚀性环境中的运行缺陷。根据钢筋混凝土结构所处的侵蚀性环境,提出了保护钢筋混凝土结构的建议。
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DEGRADATION OF REINFORCED CONCRETE WORKSHOP STRUCTURES AT CHEMICAL INDUSTRY FACTORIES
In this work, based on the analysis and synthesis of scientific and technical sources, the problem of degradation of concrete and reinforced concrete structures of workshops at chemical industry plants is formulated and its relevance is noted. A number of works on the specified problem are analyzed, in particular, the results of technical diagnostics of many buildings and structures, both newly built and in long-term operation, are described. The need for periodic technical diagnostics is noted and the appropriate proposals are formulated to restore (strengthen) the load-bearing capacity of such structures. Based on the completed full-scale studies of reinforced concrete structures in long-term operation of workshops in chemical industry plants, the main factors that significantly affect the reduction of the load-bearing capacity of reinforced concrete structures in aggressive air conditions at chemical industry enterprises are summarized. In particular, the following reinforced concrete structures were examined: columns, beams, trusses, covering slabs and wall panels and other structures at the Caustic Soda and Chlorine Plant (KSiH) and other plants of V.O. "Chlorvinyl" in the city of Kalush, Ivano-Frankivsk region, which were installed in 1968-1973. The destruction of the paint coating due to the action of wet gases HCl and Cl2, the destruction of ribbed panels with a paint coating due to the action of dry chlorine in the calcium tetrachloride workshop, as well as the action of salt corrosion, and the destruction of pipeline supports due to the action of dry chlorine are noted. These destructions are presented in this paper and shown in fig. 1. They are concluded to the following: to mistakes made during design; to defects and shortcomings in construction; to shortcomings in the operation of concrete and reinforced concrete structures, in aggressive environments. Recommendations for protecting reinforced concrete structures in accordance with the aggressive environments, which they are operated in, are given.
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