Effect of hydration products on the mechanical behavior of reinforced concrete slabs made with ternary systems

IF 6.7 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Nuri Osman Emekli, Murat Saydan, Alptuğ Ünal
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Abstract

Durability problems occur in concretes used in underground structures due to the effect of sulphate in groundwater. However, these structures need to be manufactured quickly to avoid economic, environmental and structural adversities. In this study, by using ternary systems, both the permeability properties of the concretes were improved and high early age strength was achieved compared to conventional concretes, and it was aimed to ensure that these structures are both resistant to external influences and much faster production compared to conventional methods. Within the scope of this study, ternary mixtures were formed using Calcium Aluminate Cement, silica fume and gypsum, which can be used in such underground structures and have a higher resistance to durability problems than OPC. Reinforced concrete slabs were produced from these mixes and the structural behavior of these slabs was determined experimentally. On the other hand, the internal structures of the mixtures were determined by microstructure analysis. In the light of the data obtained, when mechanical and microstructure tests were examined together, it was found that water impermeability increased as the amount of ettringite in the ternary blends increased, particularly in the internal structure. It is also understood that the filling effect of silica fume has a positive effect on impermeability. When the ductility behavior of reinforced concrete slabs made from ternary mixtures is examined, it can be seen that the ductility in these slabs increases as the amount of ettringite increases. Also, it was determined that the water impermeability of the samples prepared with mineral additives was up to 2.75 times better than the reference sample. The compressive strengths at the end of 1 day, according to the 28-day ultimate compressive strengths of the reference, high silica fume and high gypsum samples, are 66.50 %, 41.00 % and 43.55 %, respectively. The ductility of the reference specimen on day 1 and day 28 was found to be 14.53 % and 25.94 % higher than the specimen with high silica fume content, respectively; and 50.74 % and 24.37 % higher than the specimen with high gypsum content, respectively.
水化产物对三元体系钢筋混凝土板力学性能的影响
由于地下水中硫酸盐的影响,用于地下结构的混凝土出现了耐久性问题。然而,这些结构需要快速制造,以避免经济、环境和结构上的不利因素。在本研究中,通过使用三元体系,与传统混凝土相比,混凝土的渗透性和早期强度都得到了改善,其目的是确保这些结构既能抵抗外部影响,又能比传统方法更快地生产。在本研究范围内,使用铝酸钙水泥、硅灰和石膏组成三元混合物,可用于此类地下结构,并且比OPC具有更高的耐耐久性问题。用这些混合料制成了钢筋混凝土板,并对这些板的结构性能进行了试验测定。另一方面,通过显微组织分析确定了混合料的内部组织。根据所获得的数据,将力学和微观结构试验结合起来进行检查时,发现不透水性随着三元共混物中钙矾石含量的增加而增加,特别是在内部结构中。据了解,硅灰的填充效果对抗渗性有积极的作用。对三元混合料制成的钢筋混凝土板的延性性能进行了研究,结果表明,随着钙矾石掺量的增加,这些板的延性增加。此外,测定了矿物添加剂制备的样品的不透水性比参比样品好2.75倍。1天结束时的抗压强度,按照参照高硅灰和高石膏试样的28天极限抗压强度,分别为66.50%、41.00%和43.55%。参考试样在第1天和第28天的延性分别比高硅灰含量试样高14.53%和25.94%;比石膏含量高的试样分别高50.74%和24.37%。
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来源期刊
Journal of building engineering
Journal of building engineering Engineering-Civil and Structural Engineering
CiteScore
10.00
自引率
12.50%
发文量
1901
审稿时长
35 days
期刊介绍: The Journal of Building Engineering is an interdisciplinary journal that covers all aspects of science and technology concerned with the whole life cycle of the built environment; from the design phase through to construction, operation, performance, maintenance and its deterioration.
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