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橡胶粉掺量对泡沫混凝土路用性能的影响

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为研究橡胶粉掺量对泡沫混凝土路用性能之间的影响,设计相关室内试验来分析橡胶泡沫混凝土的吸水率、抗压强度、干密度以及应变应力值,研究结果表明:橡胶粉掺量的增加,带动泡沫混凝土吸水率的提高;橡胶粉本身抵抗外界荷载的能力比较弱,当随着橡胶粉掺量的增多,橡胶泡沫混凝土的抗压强度反而减小;橡胶粉掺量的提高,导致橡胶泡沫混凝土的干密度值下降;当橡胶粉掺量保持不变时,气压从0。3 MPa增加到0。5 MPa,泡沫混凝土的对应的应变率提高了,泡沫混凝土的破损程度也随之增大,掺入橡胶的泡沫混凝土材料的吸能和抗变形能力比未掺入橡胶的泡沫混凝土更优越;当冲击气压相同时,不同橡胶掺量泡沫混凝土的应变值呈现先增加后平稳再减小的变化;当橡胶掺量相同时,随着施加的冲击气压增大,各个时间点对应的应变值也随之增大,同一冲击气压下,橡胶掺量泡沫混凝土的应变值也是呈现先增加后平稳再减小的变化;当气压相同时,橡胶掺量的增大,导致了泡沫混凝土的动态抗压出现先增加后减小的变化。
Effect of Rubber Powder Dosage on the Road Performance of Foam Concrete
In order to study the influence of rubber powder dosage on the performance of foam concrete road,design related indoor test to analyze the water absorption,compressive strength,dry density and strain stress value of rubber foam concrete.The results show that the increase of rubber powder dosage,drive the improvement of the water absorption rate of foam concrete.Rubber powder itself is rela-tively weak in resisting external loads.As the amount of rubber powder mixed increases,the compressive strength of rubber foam con-crete is reduced instead;Increasing the dosage of rubber powder,lead to the decrease of the dry density value of rubber foam concrete.When the amount of rubber powder remains unchanged,the air pressure was increased from 0.3 MPa to 0.5 MPa,the corresponding strain rate of the foam concrete is increased,the damage degree of foam concrete also increases,the energy absorption and deformation resistance of the foam concrete material mixed with rubber is more superior than the foam concrete not mixed with rubber.When the impact air pressure is the same,the strain value of foam concrete with different rubber dosage shows a change of increasing first and then decreasing steadily.When the amount of rubber mixed is the same,as the applied impact air pressure increases,the corresponding strain values at each time point also increase,under the same impact air pressure,the strain value of rubber mixed with foam concrete also shows the change of increasing first and then decreasing steadily.When the air pressure is the same,the increase of the rubber blending amount,as a result,the dynamic compression change of foam concrete increases first and then decreases later.

rubber powder dosagefoam concreteroad performance

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江西省交通集团有限公司,江西 南昌 330000

橡胶粉掺量 泡沫混凝土 路用性能

2024

黑龙江交通科技
黑龙江省交通科学研究所,黑龙江省交通科技情报总站

黑龙江交通科技

影响因子:0.977
ISSN:1008-3383
年,卷(期):2024.47(12)