用于抗震建筑的现代混凝土复合材料

S. Murtazaev, S. G. Sheina, M. Saidumov, I. Murtazaev
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引用次数: 0

摘要

研究目的研究的目的是开发抗震建筑复合材料方法。研究以细粒混凝土的试验性动态测试为基础。分析总结确保建筑物和结构抗震安全的现有方法。结果。介绍了国内外设计抗震建筑用细粒混凝土复合材料的经验。利用天然和人造原材料获得了不同等级的细粒混凝土成分。提出了配方,并对其施工、技术和动态特性进行了研究。结论细粒混凝土的强度随加载时间的减少而增加,在加载时间约为 0.01 秒或加载速率约为 5000-7000 兆帕秒时,与混凝土的统计强度相比,超出部分约为 30%。因此,我们建议将细粒混凝土用于承受动态冲击的结构。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Modern concrete composites for earthquake-resistant construction
Objective. The purpose of the research is to develop earthquake-resistant building composites Method. The study is based on experimental dynamic testing of fine-grained concrete. Existing approaches to ensuring seismic safety of buildings and structures are analytically summarized. Result. Domestic and foreign experience in designing fine-grained concrete compositions for earthquake-resistant construction is presented. Compositions of fine-grained concrete of various classes were obtained using raw materials of natural and man-made origin. Recipes were proposed and their construction, technical and dynamic properties were studied. Conclusion. The strength of fine-grained concrete increases with decreasing loading time, and at a loading time of approximately 0.01 sec or a loading rate of about 5000-7000 MPa sec, this excess is about 30% compared to the statistical strength of concrete. This allows us to recommend fine-grained concrete for structures experiencing dynamic impact.
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