Bonding of Recovery Concrete with Corrosion-Destroyed Reinforced Concrete Structure

IF 0.3 Q4 ENGINEERING, MULTIDISCIPLINARY Science & Technique Pub Date : 2022-02-03 DOI:10.21122/2227-1031-2022-21-1-36-41
V. Molodin, S. Leonovich
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引用次数: 1

Abstract

. The adhesion of concrete is a decisive factor in restoring the performance of reinforced concrete structures. During the operation of reinforced concrete in an aggressive environment, aggressive agents penetrate through the pores and capillaries to the reinforcement which begins to corrode. The resulting corrosion products have a large volume than the metal itself, and create pressure on the protective layer concrete from the inside. Ultimately, it exfoliates, the unprotected reinforcement is destroyed even more intensively, and soon the structure loses its bearing capacity. Standard restoration includes cleaning the damaged surface, additional reinforcement and concrete coating of the structure. However, after sometime, peeling of the repair concrete is often observed. This is because a layer damaged by corrosion does not provide high-quality adhesion of the “old” concrete to the “new” one. The reason is the destruction of the structure of the surface concrete layer by aggressive influences. In most cases, carbon dioxide is an aggressive agent. The study of the effect of carbon dioxide on cement stone has shown the destruction of the crystalline framework of the material and a decrease in its cohesive strength. Micrographs of cement stone damaged and undamaged by corrosion, taken with magnification 7000 times, convincingly demonstrate the results of the destructive work of carbon dioxide. This has a significant effect on grip. The use of forced heating of the repair mixture when it is placed in contact with the restored structure leads to the appearance of temperature gradients that enhance thermal diffusion. And the greater the temperature gradient, the more intense and deeper the penetration of the cement dissolution products from the repair concrete into the concrete body of the structure being restored. And this, in turn, contributes to the impregnation of the damaged cement stone with the liquid phase from the repair concrete mixture. Crystallizing, the cement dissolution products form a new crystalline structure in the damaged cement stone, which enhances its cohesive strength and binds the repair concrete to the intact concrete structure of the restored structure, ensuring the quality of adhesion.
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修复混凝土与腐蚀破坏钢筋混凝土结构的粘结
. 混凝土的附着力是恢复钢筋混凝土结构性能的决定性因素。钢筋混凝土在侵蚀性环境下作业时,侵蚀剂通过孔隙和毛细血管渗透到钢筋中,使钢筋开始腐蚀。由此产生的腐蚀产物体积比金属本身大,并从内部对混凝土保护层产生压力。最终,它会剥落,无保护的加固层被破坏得更厉害,很快结构就会失去承载能力。标准修复包括清理受损表面,增加钢筋和结构的混凝土涂层。然而,经过一段时间后,经常观察到修补混凝土剥落。这是因为被腐蚀损坏的一层不能提供高质量的“旧”混凝土与“新”混凝土的附着力。其原因是表面混凝土层结构受到侵蚀作用的破坏。在大多数情况下,二氧化碳是一种侵蚀剂。二氧化碳对水泥石料的影响研究表明,二氧化碳对水泥石料的结晶骨架造成破坏,使水泥石料的内聚强度降低。被腐蚀损坏和未被腐蚀的水泥石的显微照片,放大了7000倍,令人信服地证明了二氧化碳的破坏性工作的结果。这对抓地力有很大的影响。当修复混合物与修复结构接触时,使用强制加热会导致温度梯度的出现,从而增强热扩散。温度梯度越大,水泥溶解产物从修复混凝土向被修复结构混凝土体的渗透越强烈、越深。这反过来又会使损坏的水泥石浸渍在修复混凝土混合物的液相中。结晶,水泥溶解产物在破损水泥石中形成新的结晶结构,增强了其内聚强度,使修复混凝土与修复结构的完整混凝土结构结合,保证了粘接质量。
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来源期刊
Science & Technique
Science & Technique ENGINEERING, MULTIDISCIPLINARY-
自引率
50.00%
发文量
47
审稿时长
8 weeks
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