聚乙烯醇纤维沙漠砂混凝土配合比试验研究

硅酸盐通报 ›› 2024, Vol. 43 ›› Issue (10): 3666-3676.

聚乙烯醇纤维沙漠砂混凝土配合比试验研究

周丽娜^1,2, 吉富娜¹, 李学志¹, 潘文贵¹, 马财龙¹

1.新疆大学建筑工程学院,乌鲁木齐 830017;
2.新疆土木工程技术研究中心,乌鲁木齐 830017

收稿日期:2024-03-20 修订日期:2024-04-22 出版日期:2024-10-15 发布日期:2024-10-16
通信作者: 马财龙,博士,副教授。E-mail:macailong@xju.edu.cn
作者简介:周丽娜(1985—),女,博士,副教授。主要从事混凝土材料耐久性损伤的研究。E-mail:linazhou@xju.edu.cn
基金资助:
国家自然科学基金(52368040);新疆维吾尔自治区高层次人才引进项目(TCBR202107);新疆维吾尔自治区科技计划重点研发专项(2022B03034-2)

Experimental Study on Mix Proportion of Polyvinyl Alcohol Fiber Reinforced Desert Sand Concrete

ZHOU Lina^1,2, JI Funa¹, LI Xuezhi¹, PAN Wengui¹, MA Cailong¹

1. School of Architecture and Engineering, Xinjiang University, Urumqi 830017, China;
2. Xinjiang Civil Engineering Technology Research Center, Urumqi 830017, China

Received:2024-03-20 Revised:2024-04-22 Published:2024-10-15 Online:2024-10-16

摘要/Abstract

摘要： 为充分发挥沙漠砂的颗粒填充优势和改善沙漠砂混凝土力学性能,本文基于Dinger-Funk紧密堆积理论开展了聚乙烯醇纤维沙漠砂混凝土配合比设计方法的试验研究。首先,应用Dinger-Funk紧密堆积理论得到优化砂率为42%,优化沙漠砂质量替代率为10%、20%和30%,混凝土骨料颗粒级配得到改善,混合细集料的细度模数从3.27分别降到2.92、2.81和2.71,有效孔隙率从2.50%分别降到1.65%、1.45%和1.51%;其次,采用正交试验方法,研究了水胶比、沙漠砂质量替代率、聚乙烯醇纤维体积掺量对混凝土和易性、抗压强度、劈裂抗拉强度和抗折强度的影响规律。结果表明,随沙漠砂质量替代率和纤维掺量的增加,混凝土拌合物和易性先提高后降低,抗压、劈裂抗拉和抗折强度均表现为先增大后减小的趋势。综合考虑和易性和力学性能试验结果,确定C30聚乙烯醇纤维沙漠砂混凝土最优配合比为水胶比0.45,沙漠砂质量替代率20%,聚乙烯醇纤维体积掺量0.10%。

关键词: 聚乙烯醇纤维, 沙漠砂混凝土, 配合比设计, Dinger-Funk紧密堆积理论, 正交试验

Abstract: In order to give full play to the particle filling advantage of desert sand and improve the mechanical properties of desert sand concrete, this paper carried out an experimental study on the mix proportion design method of polyvinyl alcohol fiber reinforced desert sand concrete based on Dinger-Funk close-packing theory. Firstly, applying the Dinger-Funk close-packing theory, the optimized sand rate is 42%, the optimized desert sand mass replacement ratio is 10%, 20% and 30%, the concrete aggregate particle gradation is improved, the fineness modulus of mixed fine aggregate is reduced from 3.27 to 2.92, 2.81 and 2.71, and the effective porosity is reduced from 2.50% to 1.65%, 1.45% and 1.51%, respectively. Secondly, the orthogonal test method was used to study the effects of water-cement ratio, desert sand mass replacement ratio, and the volume dosage of polyvinyl alcohol fiber on the workability, compressive strength, splitting tensile strength and flexural strength of concrete. The results show that, with the increase of desert sand mass replacement ratio and fiber dosage, the workability of concrete firstly increase and then decrease, and the compressive strength, splitting tensile strength and flexural strength show the trend of firstly increasing and then decreasing. Considering the test results of the workability and mechanical properties, the optimal mix proportion of C30 polyvinyl alcohol fiber reinforced desert sand concrete is determined to be 0.45 water-cement ratio, 20% of desert sand mass replacement ratio, and 0.10% of polyvinyl alcohol fiber volume dosage.

Key words: polyvinyl alcohol fiber, desert sand concrete, mix proportion design, Dinger-Funk close-packing theory, orthogonal test

中图分类号:

TU528.572

周丽娜, 吉富娜, 李学志, 潘文贵, 马财龙. 聚乙烯醇纤维沙漠砂混凝土配合比试验研究[J]. 硅酸盐通报, 2024, 43(10): 3666-3676.

ZHOU Lina, JI Funa, LI Xuezhi, PAN Wengui, MA Cailong. Experimental Study on Mix Proportion of Polyvinyl Alcohol Fiber Reinforced Desert Sand Concrete[J]. BULLETIN OF THE CHINESE CERAMIC SOCIETY, 2024, 43(10): 3666-3676.

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