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玄武岩—聚丙烯增强树脂混凝土复合材料的制备与性能研究
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1.中原工学院;2.黄河科技学院;3.商丘技师学院

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河南科技攻关项目


Preparation and properties of basalt-polypropylene reinforced resin concrete composites
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1.Zhongyuan University of Technology;2.Huanghe S &3.T University;4.SHANGQIU Institute of Technology

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    摘要:

    为了优化玄武岩—聚丙烯树脂混凝土复合材料的组分配比,通过正交实验,制备新型高强度玄武岩—聚丙烯纤维树脂混凝土试件,分析了不同因素对材料的抗压性能和热态性能的影响;实验结果表明:玄武岩—聚丙烯纤维树脂混凝土复合材料抗压强度的影响因素由大到小顺序为:树脂、纤维、骨料以及填料用量。其中树脂用量是复合材料抗压强度的主要因素;综合考虑玄武岩—聚丙烯纤维复合材料的抗压强度以及热膨胀系数等各因素,各因素最优配比为:树脂用量12%,纤维用量1.6%,骨料用量79%以及填料用量7.4%;所测试的纤维树脂混凝土的抗压强度最高可以达到121.33MPa,热膨胀系数达到11×10-6.℃-1。添加玄武岩—聚丙烯纤维的复合材料热膨胀系数较添加前降低了8.3%,平均密度为2600kg/m3,平均吸水率为0.032%,平均弯曲强度为30.4MPa。

    Abstract:

    In order to optimize the composition ratio of basalt-polypropylene resin concrete composite, a new type of high-strength basalt-polypropylene fiber resin concrete specimen was prepared by orthogonal experiment, and the effects of different factors on the mechanical and thermal properties of the material were analyzed. The experimental results show that the factors influencing the compressive strength of the basalt-polypropylene fiber resin concrete composite are as follows: the amount of resin, fiber, aggregate and filler. The amount of resin is the main factor of compressive strength of composites; Considering the compressive strength and thermal expansion coefficient of basalt-polypropylene fiber composite, the optimal ratio of each factor is as follows: resin content 12%, fiber content 1.6%, aggregate content 79% and filler content 7.4%; The maximum compressive strength of the tested fiber resin concrete can reach 121.33MPa, and the coefficient of thermal expansion can reach 11×10-6.℃-1. The thermal expansion coefficient of the basalt-polypropylene fiber composites decreased by 8.3% compared with that before the addition.

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  • 收稿日期:2024-02-07
  • 最后修改日期:2024-04-22
  • 录用日期:2024-04-24
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