快速硬化超高性能混凝土修补材料的制备技术与实验研究

Ming Xie, Haoyu Li, Bing-Tao Yuan, Ming Li, Wen-Li Hou
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引用次数: 0

摘要

混凝土材料在荷载波动和外部环境的长期侵蚀下,其性能会逐渐变差,导致损坏。为了解决混凝土材料需要修补、工作性能差以及普通混凝土修补材料力学强度低等问题,本文探索了超高性能混凝土修补材料制备的一系列实验研究,解决了超高性能混凝土早期强度低和流动性差两个技术难题。讨论了不同钢纤维和早强剂掺量对快硬超高性能混凝土工作性能、力学性能和微观结构的影响。最后,通过试验得到了 2 h 抗压强度可达 47 MPa、流动性可达 300 mm 的快硬超高性能混凝土的配合比,符合工程实际应用,为快硬超高性能混凝土修补材料的设计和分析提供了参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Preparation Technology and Experimental Study of Fast-Hardening UHPC Repair Material
The performance of concrete materials deteriorates under load fluctuation and long-term erosion from the external environment, leading to damage. In order to solve the problems of concrete materials needing repair, poor working performance and the low mechanical strength of ordinary concrete repair materials, this paper explores a series of experimental studies on the preparation of ultra-high performance concrete repair materials and solves the two technical problems of the low early strength and poor fluidity of ultra-high-performance concrete. The effects of different steel fibers and dosages of early strength agents on the working properties, mechanical properties and microstructure of fast-hardening UHPC are discussed. Finally, the mix ratio of fast-hardening UHPC with a 2 h compressive strength of up to 47 MPa and fluidity of up to 300 mm is obtained through the test, which is in line with practical applications in engineering and provides a reference for the design and analysis of fast-hardening UHPC repair materials.
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