EXPERIMENTAL RESEARCH OF ADHESION OF BASALT ELEMENTS AND CEMENT-SAND MORTAR FOR EXPEDIENCY OF USE IN THE SEWER ENVIRONMENT

D. Goncharenko, A. Aleinikova, P. Hulievskyi
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引用次数: 1

Abstract

At present, there is a tendency in the world to replace steel and cast iron with composite materials with high chemical resistance and durability, which primarily include fiberglass, which has a set of high performance properties. However, currently the requirements for composites have increased, especially in terms of their heat and chemical resistance, resistance to microorganisms, groundwater and wastewater. Composites based on basalt fibers are significantly superior to traditional materials and alloys in their mechanical and physicochemical properties. They have corrosion resistance, chemical inertness, low thermal conductivity, high specific mechanical properties, low specific gravity. Basalt-based products have a number of advantages: high strength, relatively low weight, reliability in operation over a wide range of temperatures, not prone to corrosion and have high chemical resistance. Production and use of basalt fiber materials, composites and products from them are promising and economically feasible. Taking into account the physical- chemical properties of basalt fibers, the use of basalt elements from them as lining of sewer networks and structures is a promising method of their restoration. However, the durability of this depends primarily on the adhesion of basalt elements with cement-sand mortar. The article analyzes the mineral resource base of rocks as a one-component raw material for the manufacture of basalt fiber materials and composites based on them. The analysis of the properties of basalt continuous fibers in comparison with glass fibers of type E and S, carbon and aramid fibers is carried out. The results of the experimental study of the adhesion of basalt elements and cement-sand mortar are presented. The results of the research allow the use of basalt materials to perform repair and restoration work on sewers and structures.
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玄武岩元素与水泥砂砂浆在下水道环境中的粘结试验研究
目前,世界上有一种趋势是用耐化学性和耐久性高的复合材料代替钢和铸铁,这主要包括玻璃纤维,它具有一套高性能的性能。然而,目前对复合材料的要求越来越高,特别是在耐热性和耐化学性、耐微生物、耐地下水和废水方面。玄武岩纤维基复合材料的力学性能和物理化学性能明显优于传统材料和合金。它们具有耐腐蚀性、化学惰性、低导热性、高比机械性能、低比重。玄武岩基产品具有许多优点:强度高,重量相对较轻,在很宽的温度范围内运行可靠,不易腐蚀,耐化学性高。玄武岩纤维材料、复合材料及其制品的生产和利用具有广阔的发展前景和经济可行性。考虑到玄武岩纤维的物理化学性质,利用玄武岩纤维中的玄武岩元素作为下水道管网和建筑物的衬里是一种很有前途的修复方法。然而,其耐久性主要取决于玄武岩元素与水泥砂砂浆的粘附性。本文分析了岩石作为单组份原料的矿产资源基础,用于制造玄武岩纤维材料及其复合材料。对玄武岩连续纤维的性能进行了分析,并与E型和S型玻璃纤维、碳纤维和芳纶纤维进行了比较。介绍了玄武岩元素与水泥-砂砂浆粘结性能的试验研究结果。研究结果允许使用玄武岩材料对下水道和结构进行修复和修复工作。
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