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考虑渗流阈值时早龄期混凝土水渗透系数的试验研究

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水渗透系数是评价混凝土耐久性的重要指标,为了明确各试验变量对混凝土水渗透系数的影响,通过稳定渗流法系统探究了水灰比、骨料含量和龄期对水渗透系数的影响.研究发现:随着骨料含量的增加,混凝土水渗透系数逐渐减小,一旦骨料含量超过50%,在渗流阈值的影响下渗透系数开始出现增大的趋势;当水灰比在0.3~0.5变化时,混凝土水渗透系数会随着水灰比的增大而显著增加;在养护龄期28 d内,混凝土水渗透系数随龄期的增长而显著减小.
Experimental study on water permeability coefficient of early age concrete considering permeability threshold
The water permeability coefficient is an important indicator for evaluating the durability of concrete.In order to clarify the in-fluence of various experimental variables on the water permeability coefficient of concrete,the stable permeability method is used to sys-tematically explore the effects of water-cement ratio,aggregate content and curing age on the water permeability coefficient.It has found that as the aggregate content increases,the water permeability coefficient of concrete gradually decreases.Once the aggregate content ex-ceeds 50%,the permeability coefficient begins to increase due to the influence of the permeability threshold.When the water-cement ratio changes from 0.3 to 0.5,the water permeability coefficient of concrete will significantly increase with the increase of the water cement ra-tio.Within the curing age of 28 d,the water permeability coefficient of concrete significantly decreases with the increase of curing age.

concretewater permeability coefficientwater-cement ratiocuring ageaggregate content

齐丰妍、胡清荣、陈坚、陈志伟、张坚

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浙江农林大学 暨阳学院,浙江 绍兴 311800

浙江大学 建筑工程学院,浙江 杭州 310058

混凝土 水渗透系数 水灰比 养护龄期 骨料含量

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)