首页|偏高岭土基地聚物道路修补砂浆的制备和性能优化

偏高岭土基地聚物道路修补砂浆的制备和性能优化

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为弥补传统水泥基修补材料的不足,利用地聚物凝结硬化快、强度高、可持续等优点来制备道路快速修补材料.从力学性能角度出发,采用偏高岭土和普通硅酸盐水泥复掺的方法,将水玻璃和NaOH作为复合碱性激发剂,制备出了力学性能优良的地聚物道路修补砂浆.通过正交试验,确定了复合碱性激发剂的水玻璃模数为1.5、胶砂比为0.5的试验条件.结合SEM试验,系统地研究了水泥掺量、激胶比对地聚物道路修补砂浆早期和后期力学性能的影响.试验结果显示,当水泥掺量为40%、激胶比为0.30时,在标准养护条件下,地聚物修补砂浆在0.5 d时的抗折强度为3.8 MPa,抗压强度为21.9 MPa.在28 d龄期时,其抗折强度达到了 9.7 MPa,抗压强度达到了最大值47.7 MPa.研究结果将为地聚物道路修补砂浆的可控制备和性能优化设计提供参考.
Preparation and performance optimization of metakaolin-based geopolymer repairing mortar for pavements
In order to make up for the shortage of traditional cement-based repair materials,the advantages of fast setting and hardening,high strength and sustainability of geopermer are used to prepare road rapid repair materials.From the point of view of mechanical properties,the road repair mortar with excellent me-chanical properties was prepared by mixing metakaolin with ordinary portland cement and using sodium sil-icate and NaOH as compound alkaline activator.The experimental conditions of sodium silicate modulus 1.5 and cement to sand ratio 0.5 were determined by orthogonal test.The effects of cement content and ex-cimer ratio on the mechanical properties of ground polymer road repair mortar at early and late stages were systematically studied by SEM tests.The test results show that when the cement content is 40%and the adhesive ratio is 0.30,the bending strength and compressive strength of the ground polymer repair mortar at 0.5 d are 3.8 MPa and 21.9 MPa respectively under standard curing conditions.At 28 days of age,the flexural strength reaches 9.7 MPa and the compressive strength reaches a maximum of 47.7 MPa.The re-search results will provide reference for the controllable preparation and performance optimization design of geopolymer road repair mortar.

geopolymermetakaolinrepairing mortar for pavementsmechanical properties

唐瑞军、刘杰胜

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武汉轻工大学土木工程与建筑学院,武汉 430023

地聚物 偏高岭土 道路修补砂浆 力学性能

2024

武汉轻工大学学报
武汉工业学院

武汉轻工大学学报

影响因子:0.356
ISSN:1009-4881
年,卷(期):2024.43(2)
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