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快速修补混凝土材料配合比优化及应用研究

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通过正交试验设计,以水胶比、胶砂比、超细矿物掺合料掺量、钢纤维掺量为影响因素,研究了各影响因素对快速修补材料流动性能和基本力学性能的影响并确定了最佳配合比参数,并对其膨缩性能和微观结构进行了分析.结果表明:对快速修补材料各项性能影响最为显著的因素是水胶比和钢纤维掺量;快速修补材料中的钢纤维属于拔出型破坏,钢纤维掺量对抗折强度影响显著,但对抗压强度的影响相对较小;得出了一组最佳配合比,在该配合比下快速修补材料不仅具有良好的流动性能和较高的早期强度,而且具有较好的粘接强度和体积稳定性,3h修补材料抗折和抗压强度分别为13.7MPa和27.8MPa,3h修补结构的粘接强度达到3.65MPa,56d修补材料限制膨缩率为326.5×10-6,可以较好地满足公路路面、桥梁伸缩缝在修补3h内实现开放交通.
Optimization and Application Research of Rapid Repair Concrete Material Ratio
Through orthogonal experimental design,the influence of water-binder ratio,binder-sand ratio,ultra-fine mineral admixture and steel fiber admixture on the flow properties and basic mechanical properties of the rapid repair material were studied and the optimal ratio parameters were determined,and the expansion and shrinkage prop-erties and microstructure were analyzed.The results show that the most significant factors affecting the properties of the quick repair material are the water-binder ratio and the amount of steel fibers;The steel fibers in the quick repair material belong to the pull-out type of damage,and the amount of steel fibers has a significant effect on the flexural strength,but the effect on the compressive strength is relatively small;A set of best matching ra-tio is derived,in which the quick repair material not only has good flowability and high early strength,but also has good adhesive strength and volume stability.Under this ratio,the fast repair material not only has good flow-ability and high early strength,but also has good bonding strength and volume stability.The flexural and compres-sive strengths of 3h repair material are 13.7MPa and 27.8MPa respectively,the bonding strength of 3h repair struc-ture reaches 3.65MPa,and the limited expansion rate of 56d repair material is 326.5×10-6,which can better meet the open traffic of highway pavement and bridge expansion joints within 3h of repair.

Rapid repair materialsUltrafine mineral admixtureFlexural strengthBonding strength

黎洪、王伟、周鑫、林奕安、王静

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广西路建工程集团有限公司

桂林理工大学土木工程学院

快速修补材料 超细矿物掺合料 抗折强度 粘接强度

2025

广东建材
广东省建筑材料研究院

广东建材

影响因子:0.681
ISSN:1009-4806
年,卷(期):2025.41(1)