混杂纤维与矿物掺合料共同作用对砂浆力学性能的影响
Effect of Hybrid Fiber and Mineral Admixture on the Mechanical Properties of Mortar
DOI: 10.12677/HJCE.2021.106060, PDF,  被引量    科研立项经费支持
作者: 吴 昊, 张佳豪, 吴松翰, 杨帅源, 贾艳敏*:东北林业大学土木工程学院,黑龙江 哈尔滨
关键词: 混杂纤维矿物掺合料砂浆力学性能Hybrid Fiber Mineral Admixture Mortar Mechanical Properties
摘要: 主要研究了掺入混杂玻璃纤维和聚丙烯纤维,以及不同比例的粉煤灰、硅灰和矿粉等矿物掺合料对纤维增强砂浆力学性能的改善情况。试验结果表明:纤维和矿物掺合料对砂浆的强度特性都有显著影响。掺入不适宜比例的矿物掺合料,会造成矿物掺合料的“负混掺效应”抵消掺入纤维的正增强效应,造成砂浆抗压强度的降低。试验中得到了综合考虑混杂纤维和矿物掺合料作用下混杂纤维增强砂浆的强度改善效果的最优配合比。
Abstract: This paper mainly studies the effect of hybrid glass fiber and polypropylene fiber, as well as different proportions of mineral admixtures such as fly ash, silica fume and mineral powder, on the improvement of the mechanical properties of fiber-reinforced mortar. The results showed that: Both fibers and mineral admixtures have significant effects on the strength characteristics of mortar. Incorporating an inappropriate ratio of mineral admixtures will cause the “negative mixing effect” of the mineral admixtures, offset the “positive reinforcement effect” of the fibers, and reduce the compressive strength of the mortar. In the experiment, the optimal mix ratio was obtained which comprehensively considered the strength improvement effect of the fiber-reinforced mortar under the combined action of the hybrid fiber and the mineral admixture.
文章引用:吴昊, 张佳豪, 吴松翰, 杨帅源, 贾艳敏. 混杂纤维与矿物掺合料共同作用对砂浆力学性能的影响[J]. 土木工程, 2021, 10(6): 535-541. https://doi.org/10.12677/HJCE.2021.106060

参考文献

[1] Pakravan, H.R., Latifi, M. and Jamshidi, M. (2017) Hybrid Short Fiber Reinforcement System in Concrete: A Review. Construction and Building Materials, 142, 280-294.
[Google Scholar] [CrossRef
[2] 赵凯月, 王艳, 张金团, 等. 混杂纤维混凝土研究现状[J]. 混凝土, 2018, 341(3): 138-143+146.
[3] 朱亮. 混杂纤维改性混凝土的力学性能与微观机理研究[D]: [硕士学位论文]. 西安: 长安大学, 2019.
[4] Banthia, N. and Gupta, R. (2004) Hybrid Fiber Reinforced Concrete (HyFRC): Fiber Synergy in High Strength Matrices. Materials and Structures, 37, 707-716.
[Google Scholar] [CrossRef
[5] Banthia, N., Moncef, A., Chokri, K., et al. (1995) Uniaxial Tensile Response of Microfibre Reinforced Cement Composites. Materials & Structures, 28, 507-517.
[Google Scholar] [CrossRef
[6] 王高明, 郭兆来, 郑春扬, 等. 纤维混杂对水泥基材料力学性能以及抗裂性能的影响[J]. 混凝土世界, 2012(7): 59-62.
[7] 吴昊, 李志家, 彭伟康, 等. 聚乙烯醇纤维对粉煤灰水泥体系的力学性能影响[J]. 土木工程, 2020, 9(6): 8.
[8] 权长青, 焦楚杰, 杨云英, 等. 混杂纤维混凝土力学性能的正交试验研究[J]. 建筑材料学报, 2019(3): 363-370.
[9] 胡红梅, 马保国. 混凝土矿物掺合料[M]. 北京: 中国电力出版社, 2016.
[10] 张丽蓉. 矿物掺合料对混凝土力学性能及抗氯离子渗透性能研究[D]: [硕士学位论文]. 银川: 宁夏大学, 2016.
[11] 谭毅. 矿物掺合料对混凝土力学性能和氯离子扩散影响的试验研究[D]: [硕士学位论文]. 天津: 天津大学, 2018.