超高性能混凝土加固砌体结构可行性研究

Yang Chen, Shaojie Wang
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引用次数: 0

摘要

随着砌体结构使用年限的增加和外部环境对砌体结构的破坏,砌体结构将难以达到设计要求。超高性能混凝土(UHPC)是一种高强度、高延性、高耐久性的材料,具有几乎不渗透、几乎不碳化、氯离子渗透和硫酸盐渗透几乎为零等优点。UHPC 已广泛应用于混凝土结构加固领域,能否更好地加固砌体结构成为本文的研究内容。国内外超高性能混凝土材料力学基础 通过系统梳理和总结国内外超高性能混凝土性能和加固设计的研究进展,得出超高性能混凝土加固砌体结构的可行性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Feasibility Study of UHPC Reinforced Masonry Structure
With the increase of service life of masonry structure and the damage of masonry structure caused by external environment, the structure will be difficult to meet the design requirements. It is necessary to repair and reinforce the existing structure or replace the original structure with a new type of composite structure. ultra-high performance concrete (UHPC) is a kind of high strength, high ductility, high durability material, which has the advantages of almost impermeability, almost no carbonization, and almost zero chloride ion penetration and sulfate penetration. UHPC has been widely used in the field of concrete structure reinforcement, whether the masonry structure can be better strengthened has become the research content of this paper. Basic mechanics of UHPC materials at home and abroad By systematically combing and summarizing the research progress of performance and reinforcement design, the feasibility of UHPC reinforced masonry structure is obtained.
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