首页|聚丙烯腈纤维对废陶瓷粗骨料混凝土力学性能影响研究

聚丙烯腈纤维对废陶瓷粗骨料混凝土力学性能影响研究

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通过掺加聚丙烯腈纤维改善废陶瓷粗骨料混凝土(RCAC)的力学性能,研究了废陶瓷粗骨料的最优掺量,以及聚丙烯腈纤维掺量对RCAC力学性能的影响.结果表明:废陶瓷粗骨料的最优掺量为58%,在废陶瓷粗骨料最优掺量基础上,掺入0.8 kg/m3聚丙烯腈纤维可以使RCAC抗压强度达到C30强度等级要求,掺入1.2 kg/m3聚丙烯腈纤维可以明显提高RCAC的劈裂抗拉强度,使其高于C30等级水平.通过拟合得出反映聚丙烯腈纤维掺量与RCAC抗压强度和劈裂抗拉强度之间变化关系的经验公式.
Influence of polyacrylonitrile fibres on mechanical properties of waste ceramic coarse aggregate concrete
The mechanical properties of waste ceramic coarse aggregate concrete(RCAC)were improved by adding polypro-pylene fiber,and the optimal dosage of waste ceramic aggregate and the effect of polyacrylonitrile fiber dosage on the mechanical properties of RCAC were investigated.The results show that the optimum mixing amount of waste ceramic aggregate is 58%,and on the basis of the optimum mixing amount of waste ceramic aggregate,the addition of 0.8 kg/m3 polyacrylonitrile fibre can make the compressive strength of RCAC reach the level of the standard C30 concrete,while the addition of 1.2 kg/m3 polyacrylonitrile fibre can significantly improve the splitting tensile strength,which is more than that of the standard C30 concrete.The empirical equations derived from fitting the experimental data reflect the changing relationship between the polyacrylonitrile fibre admixture and the compressive strength and splitting tensile strength of RCAC with coarse aggregate from waste ceramics.

compounding ratiopolyacrylonitrile fibreswaste ceramic aggregatescompressive strengthsplitting tensile strength

唐庆、何鑫、何焱、杨嵌、余世杰、李世伟

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西南科技大学土木工程与建筑学院,四川绵阳 621000

配合比 聚丙烯腈纤维 废陶瓷粗骨料 抗压强度 劈裂抗拉强度

国家自然科学基金项目国家重大科技专项项目

511083932016ZX05040-006

2024

新型建筑材料
中国新型建筑材料工业杭州设计研究院

新型建筑材料

CSTPCD
影响因子:0.569
ISSN:1001-702X
年,卷(期):2024.51(5)