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石粉对高强聚丙烯纤维混凝土灌浆料性能的影响

The Performance of High-strength Polypropylene Fiber Concrete Grouting Material with Stone Powder Effect

  • 摘要: 为了研究石灰岩石粉掺合料对高强聚丙烯纤维混凝土灌浆料工作性能、力学性能的影响规律,本文通过流动度试验、抗压试验与抗折试验,对比分析不同石粉掺量高强混凝土灌浆料的性能。结果表明:掺入适量的石粉可以有效改善灌浆料的工作性能,当石粉掺量为10.0%时,灌浆料初始流动度与30 min流动度提升幅度均达到9.8%以上,其工作性能最佳,流动度损失较小。同时,当石粉掺量由0%增加至16.0%时,灌浆料7 d与28 d的抗压强度大幅提高并达到峰值,分别提升了34.4%和39.9%。石粉比例为4%至10%时,试件抗折强度稳定维持在15 MPa以上,增强效果显著。本研究为定性分析和完善高强聚丙烯纤维混凝土灌浆料中石粉材料组成,进一步增强整体性能提供理论与实验依据。

     

    Abstract: In order to study the influence law of limestone stone powder admixtures on the working properties and mechanical properties of high-strength polypropylene fiber concrete grouting materials, this paper compares and analyzes the performance of high-strength concrete grouting materials with different stone powder dosages through fluidity tests, compressive tests and flexural tests. The results show that the addition of an appropriate amount of stone powder can effectively improve the working performance of the grouting material. When the dosage of stone powder is 10.0%, the increase in the initial fluidity and 30-minute fluidity of the grouting material both reach more than 9.8%. Its working performance is the best and the degree of fluidity loss is relatively small. Meanwhile, when the content of stone powder increased from 0% to 16.0%, the compressive strength of the grouting material at 7 days and 28 days significantly increased and reached the peak, increasing by 34.4% and 39.9% respectively. When the proportion of stone powder is 4% to 10%, the enhancement effect of the flexural strength of the specimens is better and all remain above 15 MPa. This study provides a reference for qualitative analysis and improvement of the composition of stone powder materials in high-strength polypropylene fiber concrete grouting materials, and for further enhancing the overall performance.

     

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