首页|碳纤维掺量对再生混凝土材料力学性能的影响研究

碳纤维掺量对再生混凝土材料力学性能的影响研究

扫码查看
再生混凝土的原材料来自废弃混凝土的再利用,其中含有过多的杂质、劣质骨料等,严重影响再生混凝土的致密性和结构稳定性,从而导致力学性能的不稳定.为改变再生混凝土在力学性能方面的缺陷,整体提升再生混凝土的使用效果,制备不同碳纤维掺量的再生混凝土试件,并使用仪器设备测试该混凝土试件的力学性能.分散后的碳纤维掺量分别为0、0.15%、0.25%、0.45%,利用再生骨料及不同掺量碳纤维制备再生混凝土试件,根据碳纤维掺量将标记为试件SJ1、SJ2、SJ3、SJ4,利用万能试验机等设备测试各个试件的力学性能.测试结果显示,不同碳纤维掺量下,能够有效减小再生混凝土试件微观孔洞大小,碳纤维掺量为0.45%的SJ4再生混凝土试件微观孔洞大小为1~2 mm,增加了再生混凝土的致密性和内聚力,从而提高再生混凝土试件的力学性能.尽管0.15%、0.25%掺量碳纤维的SJ2和SJ3也能提升再生混凝土的抗压强度、劈裂强度与抗弯强度,但是0.45%掺量碳纤维的SJ4提升再生混凝土的各项力学性能效果更好.
Investigation on the influence of carbon fiber content on the mechanical properties of recycled concrete materials
The raw materials of recycled concrete come from the reuse of waste concrete,which contains excessive impurities,low-quality aggregates,etc.,seriously affecting the compactness and structural stability of recycled concrete,leading to unstable mechanical properties.In order to improve the mechanical properties of recycled concrete and enhance its overall effectiveness,specimens of recycled concrete with different carbon fiber dosages were prepared,and the mechanical properties of the specimens were tested using instruments and equipment.The dispersed carbon fiber content is 0,0.15%,0.25%,and 0.45%,respectively.Recycled concrete specimens are prepared using recycled aggregates and different amounts of carbon fibers.According to the carbon fiber content,specimens SJ1,SJ2,SJ3,and SJ4 are labeled.The mechanical properties of each specimen are tested using universal testing machines and other equipment.The test results show that different levels of carbon fiber can effectively reduce the micro pore size of recycled concrete specimens.The micro pore size of SJ4 recycled concrete specimens with a carbon fiber content of 0.45%is 1~2 mm,which increases the density and cohesion of recycled concrete,thereby improving the mechanical properties of recycled concrete specimens.Although SJ2 and SJ3 with 0.15%and 0.25%carbon fiber can also improve the compressive strength,splitting strength and flexural strength of recycled concrete,SJ4 with 0.45%carbon fiber has a better effect on improving the mechanical properties of recycled concrete.

different carbon fiber dosagesrecycled concrete materialsrecycled aggregatecompressive strengthmechanical propertiessuppress cracks

王晓刚、冯玮、丁永灿

展开 >

广西交通职业技术学院 土木建筑工程学院 广西南宁 530023

广西交通职业技术学院 路桥工程学院,广西南宁 530023

不同碳纤维掺量 再生混凝土材料 再生骨料 抗压强度 力学性能 抑制裂缝

2024

混凝土
中国建筑东北设计研究院有限公司

混凝土

CSTPCD北大核心
影响因子:0.844
ISSN:1002-3550
年,卷(期):2024.(12)