土聚物水泥砂浆的制备及其性能研究
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左李萍(1987—),男,高级工程师,从事工程材料的研究及检测。

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TU528

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镇江市科技创新项目(FZ2013024)


Study on the preparation and performance of geopolymer cement mortar
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    摘要:

    为提升水泥基材料在高温、冻融等严酷环境下的性能与耐久性,发展新型耐高温、抗冻融且力学性能优良的建筑材料具有重要意义。文章制备了土聚物水泥砂浆,系统对比其与普通水泥砂浆在早期强度、收缩率、保水率及黏结强度等方面的差异,并重点研究高温(800 ℃)与冻融循环后的性能变化,同时分析了不同长度聚丙烯纤维对砂浆力学性能的增强效果,以期拓展该材料在防火、耐候等特殊工程中的应用潜力。研究结果表明:(1)土聚物水泥砂浆在早期强度、28 d 收缩率、保水率及黏结强度方面均优于普通水泥砂浆;(2)该材料具备优异的高温稳定性,800 ℃作用后抗压强度保持率可达 61.6%,远高于普通砂浆的 25.5%;(3)冻融循环后质量变化率与动弹性模量保持良好,抗冻性能突出;(4)掺入 15 mm 聚丙烯纤维可显著提高抗折强度,7 d 及 28 d 增长率分别为 22.9% 和 16.7%;掺入 12 mm 纤维对抗压强度的提升效果最佳,7 d 及 28 d 增长率分别为 12.1% 和 9.5%。

    Abstract:

    To enhance the performance and durability of cement-based materials under severe environmental conditions such as high temperatures and freeze-thaw cycles, the development of novel building materials with superior thermal resistance, frost resistance, and mechanical properties is of considerable significance. In this study, geopolymer cement mortar was prepared, and its performance was systematically compared with that of ordinary portland cement mortar in terms of early-age strength, shrinkage rate, water retention capacity, and bond strength. The performance variations after exposure to high temperature (800 °C) and freeze-thaw cycling were specifically investigated. Furthermore, the reinforcing effects of polypropylene fibers with different lengths on the mechanical properties of the mortar were analyzed. The results indicate that: 1) The geopolymer cement mortar outperforms ordinary mortar regarding early-age strength, 28 d shrinkage rate, water retention, and bond strength. 2) The material exhibits excellent high-temperature stability, retaining 61.6% of its compressive strength after exposure to 800 °C, which is significantly higher than the 25.5% retention rate of ordinary mortar. 3) After freeze-thaw cycling, the mass change rate and dynamic elastic modulus remain favorable, demonstrating outstanding frost resistance. 4) The addition of 15 mm polypropylene fibers significantly improves the flexural strength, with growth rates of 22.9% and 16.7% at 7 d and 28 d, respectively. The addition of 12 mm fibers yields the optimal enhancement in compressive strength, with growth rates of 12.1% and 9.5% at 7 d and 28 d, respectively.

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左李萍,郭浩,王娟,葛涵,岳朝德.土聚物水泥砂浆的制备及其性能研究[J].工程建设,2026,58(4):7-12

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  • 在线发布日期: 2026-08-03
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