首页|玻璃纤维增强再生混凝土力学和抗氯离子渗透性能研究

玻璃纤维增强再生混凝土力学和抗氯离子渗透性能研究

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为研究玻璃纤维对再生混凝土基本力学性能和耐久性能的影响,采用3种纤维长度和3种体积掺量的玻璃纤维进行配合比设计,通过抗压强度、抗拉强度及抗氯离子渗透试验结果,分析不同纤维掺量和长度的混凝土性能.结果表明,玻璃纤维的最佳掺量和长度分别为0.2%、6 mm,此时力学性能最佳,而当长度为12 mm时抗氯离子渗透性最好;再生混凝土的抗压和抗拉强度随玻璃纤维掺量增加而增大,纤维长度对力学强度影响较大;而再生混凝土的电通量随纤维掺量的增加而减少,受长度的影响不显著.
Experimental Study on Mechanical and Durability Properties of Glass Fiber Recycled Concrete
To study the effect of glass fibers on the basic mechanical properties and durability of recycled concrete,three kinds of fiber length and three kinds of volume admixture of glass fibers were used for the proportion de-sign,and the performance of concrete with different fiber admixture and length was analyzed through the results of compressive strength,tensile strength and chlorine ion penetration resistance tests.The results show that the optimum dosage and length of glass fibers are 0.2%and 6 mm,respectively,when the mechanical properties are the best,and when the length is 12 mm the best resistance to chloride ion permeability;the compressive and ten-sile strength of the recycled concrete increases with the increase of glass fiber dosage,and fiber length has a grea-ter impact on the mechanical strength;and the electrical flux of the recycled concrete decreases with the increase of fiber dosage,which is insignificantly affected by the length.

Recycled concreteglass fibercompressive strengthtensile strengthchloride penetration resistance

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新疆交投工程咨询有限责任公司,新疆乌鲁木齐 830000

再生混凝土 玻璃纤维 抗压强度 抗拉强度 抗氯离子渗透性

2024

绿色科技
花木盆景杂志社

绿色科技

影响因子:0.365
ISSN:1674-9944
年,卷(期):2024.26(2)
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