预热对复合粘结剂耐热陶粒混凝土热力性能的影响

G. N. Hadzhishalapov, A. Gadzhiev, T. Hezhev, M. N. Kokoev
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引用次数: 0

摘要

研究了预热对活性复合粘结剂基耐热陶粒混凝土热力性能的影响。研究采用了耐热陶粒混凝土的基本组成。该组合物包括克孜勒尔特陶粒厂的陶粒砾石作为大小填料,以及波特兰水泥+不可溶陶粒砂的复合结合组合物,并在行星磨活化剂- 4M上活化。在各种热工单位的窑炉中使用轻质耐热混凝土代替单件耐火材料,可使材料消耗减少30-40%,热损失减少25-35%。[8]。与进口耐火材料相比,使用当地建筑材料可以提高混凝土的效率。以克孜勒尔特陶粒厂的陶粒砾石为原料,研制了大小填料的轻耐热混凝土和布伊纳克克水泥厂的硅酸盐水泥为基础的活性复合粘结剂和不可溶陶粒砂。复合粘结剂的活化有效地提高了粘结剂的反应能力,降低了水灰比,由于减少了混凝土中化学未结合的水,从而提高了混凝土的性能[1,2,10]。我们认为,在105°C的温度下干燥前对混合物进行预热可以有效地影响混凝土的性能,并减少由于化学未结合水的存在而造成的破坏。由于活化复合粘合剂的水化作用增强,这减少了混凝土结构中微裂缝的数量。确定了混凝土的最佳预热方式及其对混凝土热力特性的影响。研究了混凝土混合料预热对其热力学性能和效率的影响
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Influence of Preheating on Thermomechanical Properties of Heat-Resistant Ceramsite Concrete Based on Composite Binding Agent
The paper studies the influence of preheating on thermomechanical properties of heat-resistant ceramsite concrete based on activated composite binding agent. The basic composition of heat-resistant ceramsite concrete was used in the study. This composition included a ceramsite gravel of the Kizilyurt Ceramsite Plant as a large and small filler, as well as the composite binding composition of portland cement + impalpable ceramsite sand with the activation on a planetary mill Activator – 4M. The use of light heat-resistant concrete instead of single-piece refractory materials in kilns of various thermal units will allow decreasing the material consumption by 30-40% and reducing heat losses by 25-35%. [8]. The use of local construction materials allows increasing the efficiency of concrete in comparison with imported refractory materials. The composition of light heatresistant concrete with large and small fillers from ceramsite gravel of the Kizilyurt Ceramsite Plant and the activated composite binding agent based on the portland cement of the Buynaksk Cement Plant with impalpable ceramsite sand is developed for the study. The activation of a composite binding agent effectively increases the reaction capacity of a binding agent and reduces the water cement ratio, which improves the performance of concrete [1, 2, 10] due to the reduction of chemically unbound water in concrete. We believe that the preheating of a mixture prior to drying at a temperature of 105°C effectively affects the performance of concrete and reduces its destruction due to the presence of chemically unbound water. This reduces the number of microcracks in the structure of a concrete due to intensified hydration of the activated composite binding agent. The optimum mode of preheating and its influence on thermomechanical characteristics of concrete is defined. The influence of a concrete mixture preheating on its thermomechanical properties and efficiency of the accepted
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