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纳米硅+聚丙烯纤维复合改性透水混凝土性能研究

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为提升透水混凝土的综合性能,将纳米硅与聚丙烯纤维添加于透水混凝土中,研究复合改性透水混凝土的性能.首先,探讨单掺纳米硅对水泥净浆及透水混凝土性能的影响,确定纳米硅掺量与最佳水胶比,以此为基础复掺不同比例的聚丙烯纤维,并确定合理的聚丙烯纤维掺量.试验结果表明:纳米硅的加入,提高了透水混凝土空隙率,同时增加了最佳水胶比.当纳米硅掺量为0.5%、水胶比为0.32时,透水混凝土抗压强度最高.在此基础上,复掺1.0 kg/m3聚丙烯纤维可得到最大抗压强度,7 d与28 d抗压强度分别提高了29.9%、42.2%.复掺1.5 kg/m3聚丙烯纤维对改善透水混凝土抗冻性能最为显著,经过300次冻融循环后,抗压强度和抗折强度残余率仍可达到65%和75%,远高于单掺纳米硅时的45%和55%.
Performance of Composite Modified Permeable Concrete with Nano-Silicon and Polypropylene Fiber
In order to improve the comprehensive performance of permeable concrete,nano-silicon and polypropylene fiber were added to permeable concrete to study the performance of the composite modified permeable concrete.Firstly,the influence of single-doped nano-silicon on the performance of cement paste and permeable concrete was studied,and the content of nano-silicon and the optimal water-to-binder ratio were determined.On this basis,different proportions of polypropylene fiber were mixed,and the reasonable content of polypropylene fiber was determined.The results show that nano-silicon improves the porosity of permeable concrete and increases the optimal water-to-binder ratio.When the content of nano-silicon is 0.5%,and the water-to-binder ratio is 0.32,the compressive strength of permeable concrete is the highest.Based on this ratio,the maximum compressive strength can be obtained by adding 1.0 kg/m3 polypropylene fiber,and the compressive strength after 7 d and 28 d is increased by 29.9%and 42.2%,respectively.Adding 1.5 kg/m3 polypropylene fiber has the most significant effect in improving the frost resistance of permeable concrete.After 300 freeze-thaw cycles,the residual rate of compressive strength and flexural strength are 62%and 75%,respectively,which are far higher than 40%and 55%of single-doped nano-silicon.

nano-siliconpolypropylene fibercompressive strengthporosityfrost resistance

刘本立、张朋、单景松、赵海舰、苏本君、李超

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山东省公路桥梁建设集团有限公司,山东 济南 250000

山东科技大学,山东 青岛 266590

潍坊市自然资源和规划局 潍城分局,山东 潍坊 261021

纳米硅 聚丙烯纤维 抗压强度 空隙率 抗冻性能

山东省自然科学基金资助项目

ZR2021ME004

2024

中外公路
长沙理工大学

中外公路

CSTPCD
影响因子:0.626
ISSN:1671-2579
年,卷(期):2024.44(4)
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