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机构地区:[1]华北水利水电大学土木与交通学院,河南郑州450045 [2]广东省长大公路工程有限公司设计开发分公司,广东广州511431
出 处:《华北水利水电大学学报(自然科学版)》2017年第2期37-42,共6页Journal of North China University of Water Resources and Electric Power:Natural Science Edition
基 金:河南省高等学校重点科研项目(15A560026);河南省高校科技创新团队项目(13IRTSTHN002)
摘 要:混凝土高性能化是保障混凝土结构质量的基本措施。通过系列试验,优化了双高(高工作性能、高强)混凝土配合比,研究了其基本力学性能,确定了C50~C80混凝土的施工配合比。结果表明:采用P·O 42.5R普通硅酸盐水泥,掺加优质矿粉和高性能聚羧酸减水剂,可配制拌合物工作性能良好的C70、C75和C80混凝土,其基本力学性能满足现行结构设计规范要求。基于试验结果,建议了考虑胶结材料强度和密度、水胶比的双高混凝土立方体抗压强度计算公式,并分别分析了轴心抗压强度、抗压弹性模量、劈裂抗拉强度和抗折强度与立方体抗压强度的关系。High performance of concrete is the foundation of quality of concrete structures. In this paper, by the experimental study, the mixture proportion of double-high-performance concrete with workability and high strength was optimized, and the basic mechanical properties of concrete with high workability and high strength was investigated, and the construction mixture proportion of concrete C50-C80 was determined. Results show that by using ordinary silicate cement P ·O42.5R and admixing high-quality mineral powder and high-performance polycarboxylate water reducer,we made concrete C70, C75 and C80 with better workability and strength grade, and their basic mechanical properties are in accordance with current code for design of concrete structures. On the basis of test data,the for- mula considering the density and strength of eementitious materials, water binder ratio for calculating compressive strength of double- high-performance concrete is suggested, and the relations of axial compressive strength, splitting tensile strength, flexural strength and modulus of elasticity to cubic compressive strength are analyzed.
分 类 号:TV431[水利工程—水工结构工程] TU528.31[建筑科学—建筑技术科学]
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