MODIFIED COMPOSITE CEMENTS IN THE SYSTEM СаО–Al2O3–SO3–H2O

V. Derevianko, H. Hryshko, O. Vatazhishin
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Abstract

Problem statement. One of the most important issues today is the reconstruction, reinforcement of buildings and structures, as well as the creation of new construction materials with the required physical and mechanical properties. The solution to this problem is possible through controlling and regulating the properties of the initial components of the concrete mixture, increasing the amount of surface components at the interface. To control the properties of construction materials, and thus to obtain the cement stone with the specified physical and mechanical properties is possible by means of using various mineral and surface-active additives in the composition of hardened cement stone. Development of sulfoaluminate compositions based on calcium sulfates, alumina cement and surface-active substances (surfactants) makes it possible to significantly expand the raw material base and the scope of application. The purpose of article – obtaining a composite binder with increased density, water resistance and improved technological factors. Conclusions. Alumina cement G-40, 50 and gypsum G-5-II in the ratio of 30−70 % (with hemihydrate gypsum being its main material) have been used in the research to achieve the set purpose. Their properties have been determined as well as the optimal ratio of components for obtaining a specific mineralogical composition with the maximum content of chemically bound water is carried out. Studies have shown that increased content of calcium sulfate has a positive effect on the amount of ettringite and that the optimal value is in the range of 30−40 % by weight of the composition. The exact ratio of components can be determined based on their mineralogical compositions and hydration process conditions. At the ratio of AC-40/G % – 70/30 % a considerable amount of calcium hydroaluminates remain; compressive and flexural strength is 14 and 10 MPa, respectively. When conducting research, the effect of plasticizers on the main technological and physical and mechanical properties of composite binders has been established: the Sika Viscocrete G additive has the greatest plasticizing effect. The composite binders presented above can be used for the manufacture of dangerous structures.
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系统中的改性复合水泥СаО-Al2O3-SO3-H2O
问题陈述。当今最重要的问题之一是重建、加固建筑物和结构,以及创造具有所需物理和机械性能的新建筑材料。通过控制和调节混凝土混合料初始组分的性能,增加界面表面组分的数量,可以解决这一问题。通过在硬化水泥石的组成中加入各种矿物和表面活性添加剂,控制建筑材料的性能,从而获得具有规定物理力学性能的水泥石是可能的。以硫酸钙、氧化铝水泥和表面活性物质(表面活性剂)为基础的硫铝酸盐组合物的发展,使其原料基础和应用范围显著扩大。本文的目的是获得一种密度提高、耐水性提高、工艺条件改善的复合粘结剂。结论。以半水石膏为主要材料,采用配比为30 ~ 70%的氧化铝水泥G-40、50和石膏G-5-II,达到了既定的目的。确定了它们的性质,并进行了最佳配比,以获得具有最大化学结合水含量的特定矿物组成。研究表明,硫酸钙含量的增加对钙矾石的含量有积极的影响,其最佳值为组成物重量的30 ~ 40%。根据矿物学成分和水化过程条件,可以确定各组分的确切比例。在AC-40/G % ~ 70/ 30%的比例下,仍有相当数量的氢铝酸钙残留;抗压强度为14 MPa,抗折强度为10 MPa。在进行研究时,确定了增塑剂对复合粘结剂主要工艺性能和物理力学性能的影响:西卡粘胶G添加剂的增塑效果最大。上述复合粘结剂可用于危险结构的制造。
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