DEGRADATING CONCRETE AND REINFORCED CONCRETE BUILDING STRUCTURES AND LONG-TERM STRUCTURES

J. Luchko, B. Nazarevich, V. Коvalchuk
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Abstract

The problems of degradation of concrete and reinforced concrete constructions of buildings and constructions of long operation are formulated on the basis of the performed field researches and its urgency is noted in the work. The authors analyzed a number of works on this problem. In particular, the results of technical diagnostics of many buildings and structures, both newly built and long-term operation, are described. The necessity of periodic technical diagnostics is noted. Based on these studies, the main factors that significantly affect the reduction of load-bearing capacity of reinforced concrete structures of buildings and structures are summarized and found that they are as follows: design errors, defects and shortcomings of construction and operational shortcomings of buildings and structures. Also, using modern technologies and materials, the authors identified the benefits of their use for repair and restoration of concrete and reinforced concrete structures at a number of long-term facilities. Relevant conclusions have been formulated on research and repair works. It is established that to prevent loss of load-bearing capacity of structures for long-term operation it is necessary to study the degradation and residual life of load-bearing capacity of structures, their reliability and durability, which were exposed to aggressive air, soil and water. It is established that the reason for the decrease in the strength of concrete beams, which were operated in an aggressive environment, was the error in the design of corrosion protection of structures. Reinforcement and injection filling of dry cracks, crevices and hidden cavities and stratifications and other corrosion damage of beams and slabs with the use of fluid polyurethane compositions, which allowed to extend the service life of structures. It is established that the use of the Polymer Cement Concrete system with the use of glued composite materials ensured the further normal operation of the monolithic reinforced concrete floor of the technical floor of the residential building. Recommendations for the sequence of operations in the repair of reinforced concrete structures of buildings and structures of long-term operation.
降解混凝土和钢筋混凝土建筑结构和长期结构
在实地调研的基础上,提出了建筑物和长期使用建筑物混凝土和钢筋混凝土结构的退化问题,并指出了其紧迫性。作者分析了一些关于这个问题的著作。特别介绍了许多新建和长期运行的建筑物和构筑物的技术诊断结果。指出了定期技术诊断的必要性。在这些研究的基础上,总结出显著影响建筑物及构筑物钢筋混凝土结构承载能力降低的主要因素,发现主要有:设计错误、施工缺陷与不足、建筑物及构筑物运行缺陷。此外,作者还利用现代技术和材料,确定了在一些长期设施中使用现代技术和材料修理和恢复混凝土和钢筋混凝土结构的好处。研究和修复工作已得出相关结论。提出了为防止结构长期运行时的承载能力丧失,有必要对暴露于腐蚀性空气、土壤和水环境下的结构进行承载能力退化和剩余寿命、可靠性和耐久性研究。在恶劣环境下运行的混凝土梁,其强度下降的原因是结构防腐蚀设计的错误。采用流体聚氨酯组合物对梁、板的干裂缝、缝隙、隐洞、分层等腐蚀损伤进行加固和注浆填充,延长结构使用寿命。确定了聚合物水泥混凝土体系的使用和胶合复合材料的使用,保证了该住宅楼技术层整体钢筋混凝土楼板的进一步正常运行。对建筑物和长期使用的建筑物的钢筋混凝土结构修复的操作顺序提出建议。
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