承台挡土墙预制板用原状稻壳砂浆的力学性能研究OA
Study on Mechanical Properties of Undisturbed Rice Husk Mortar for Prefabricated Retaining Wall of Cap
为探究利用农业废弃物——稻壳制备轻质高强度建筑材料的可行性,采用原状稻壳替代部分工程砂,按不同掺量及纤维长度掺入聚丙烯纤维,并与水泥和水制作原状稻壳砂浆,通过试验分析了原状稻壳替代部分工程砂对砂浆性能的影响,对稻壳砂浆试块的抗压强度、抗折强度、密度进行了宏观试验研究.结果表明:与原状砂浆相比,适量添加稻壳有助于提高砂浆的抗压抗折强度并降低密度;稻壳掺入量为 40%、聚丙烯纤维掺入量为 0.1%、纤维长度为 6 mm的稻壳砂浆 28 d抗压、抗折强度最高,分别为 9.61 MPa和 2.45 MPa.各因素的影响重要程度是:稻壳掺量>纤维长度>纤维体积.
To explore the feasibility of using rice husk,an agricultural waste,for preparing light-weight and high strength building materials,the original rice husk mortar was made by using the original rice husk instead of the engineering sand,mixed with polypropylene fiber with different blending ratio and length,and made with cement and water.We analyzed the influence of replacing part of engineering sand with original rice husk on the properties of mortar through experiments.The compressive strength,flex-ural strength and density of rice husk mortar were studied through macroscopic experimental studies.The re-sults showed that the proper addition of rice husk could improve the compressive and flexural strength and reduce the density of the mortar compared with the original mortar.The 28 d compressive and folding strengths of rice husk mortar with a rice husk content of 40%and polypropylene(PP)fiber content of 0.1%and the PP fiber length of 6 mm were the highest,which were 9.61 MPa and 2.45 MPa,respectively.The order of the influence of each factor was as follows:rice husk content>fiber length>fiber volume.
王雲卿;刘肖凡
武汉轻工大学 土木与建筑工程学院,湖北省武汉市东西湖区常青花园学府南路 68 号 430023武汉轻工大学 土木与建筑工程学院,湖北省武汉市东西湖区常青花园学府南路 68 号 430023
建筑与水利
稻壳砂浆聚丙烯纤维抗压强度抗折强度密度
rice husk mortarpolypropylene fibercompressive strengthflexural strengthdensity
《河北水利电力学院学报》 2026 (1)
44-50,7
湖北省自然科学基金项目(2022CFA011)
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