混凝土2024,Issue(12) :6-9.DOI:10.3969/j.issn.1002-3550.2024.12.002

考虑渗流阈值时早龄期混凝土水渗透系数的试验研究

Experimental study on water permeability coefficient of early age concrete considering permeability threshold

齐丰妍 胡清荣 陈坚 陈志伟 张坚
混凝土2024,Issue(12) :6-9.DOI:10.3969/j.issn.1002-3550.2024.12.002

考虑渗流阈值时早龄期混凝土水渗透系数的试验研究

Experimental study on water permeability coefficient of early age concrete considering permeability threshold

齐丰妍 1胡清荣 1陈坚 1陈志伟 2张坚3
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作者信息

  • 1. 浙江农林大学 暨阳学院,浙江 绍兴 311800
  • 2. 浙江大学 建筑工程学院,浙江 杭州 310058
  • 3. 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
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摘要

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.

Abstract

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.

关键词

混凝土/水渗透系数/水灰比/养护龄期/骨料含量

Key words

concrete/water permeability coefficient/water-cement ratio/curing age/aggregate content

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出版年

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
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