养护湿度对混凝土微观结构和细观结构的影响OA
Effect of Plateau Curing Humidity on Mechanical Properties and Microstructure of Concrete
本研究系统探讨了养护湿度对混凝土微观结构和细观结构的影响机制.通过开展混凝土气孔结构分析试验、扫描电镜试验及显微硬度试验,对不同养护湿度条件下的混凝土进行多尺度对比分析,同时辅以混凝土抗渗试验与混凝土抗压强度试验,深入探究微观结构对宏观力学性能的影响规律.试验结果表明,随着养护湿度的降低,混凝土气孔结构参数呈显著下降趋势,与标准养护环境相比,室外自然养护条件下气孔结构参数劣化显著.扫描电镜的测试结果显示,标准养护湿度下的界面过渡区结构密实,微裂缝数量较少,室外养护环境下的界面过渡区存在较多微裂缝和缺陷,结构疏松程度显著增加.显微硬度测试进一步证明,标准养护环境下界面过渡区显微硬度值高于室外养护环境.宏观性能试验数据表明,养护湿度对混凝土力学性能具有决定性影响,在抗渗试验中,标准养护试块可承受1.2 MPa水压而不渗水,而室外养护试块仅能承受0.4 MPa水压(即发生渗水).同时标准养护湿度中试块抗压强度达到36.2 MPa,而室外养护湿度的试块抗压强度仅为24.5 MPa.综上所述,养护湿度的变化不仅显著影响混凝土微观和细观结构特征,同时也显著影响了其宏观力学性能.
This study systematically discussed the influence mechanism of curing humidity on the microstructure and microstructure of concrete.A multi-scale comparative analysis was conducted on concrete under different curing humidity conditions.The tests included pore structure analysis,scanning electron microscopy(SEM),microhardness measurement,impermeability,and compressive strength tests,aiming to investigate the influence of microstructure on macro-mechanical properties.The test results showed that with the decrease of curing humidity,the pore structure parameters of concrete showed a significant downward trend.Compared with the standard curing environment,the pore structure parameters of concrete under outdoor natural curing condition deteriorated significantly.The test results of SEM showed that the structure of the interface transition zone under standard curing humidity was dense,and the number of micro cracks was less.There were more micro cracks and defects in the interface transition zone under outdoor curing environment,and the degree of structural porosity was significantly increased.The microhardness test further proved that the microhardness value of the interface transition zone in the standard curing environment was higher than that in the outdoor curing environment.The macro performance test data showed that the curing humidity had a decisive effect on the mechanical properties of concrete.In the impermeability test,the test block under the standard curing humidity had excellent impermeability,reaching 1.2 MPa water pressure without water seepage,while the test block under the outdoor environment reached 0.4 MPa water pressure.At the same time,the compressive strength of the test block in the standard curing humidity was 36.2 MPa,while the compressive strength of the test block in the outdoor curing humidity was only 24.5 MPa.To sum up,the change of curing humidity not only significantly affected the micro and structural characteristics of concrete,but also showed obvious response differences in the macro mechanical properties.
陈利轩;陈亮;钟贻辉;廖刚
西藏农牧大学 水利土木工程学院||西藏农牧大学 土木水利电力工程技术研究中心,西藏 林芝 860000西藏农牧大学 水利土木工程学院||西藏农牧大学 土木水利电力工程技术研究中心,西藏 林芝 860000中国电建集团 成都勘测设计研究院有限公司,四川 成都 610031中国电建集团 成都勘测设计研究院有限公司,四川 成都 610031
建筑与水利
养护湿度显微硬度扫描电镜界面过渡区抗渗性
Curing humidityMicrohardnessScanning electron microscopeInterface transition zoneImpermeability
《高原农业》 2026 (2)
196-205,10
国家自然科学基金区域创新联合发展基金(U24A20171),雅下深厚覆盖层水动力潜蚀渗透变形机理与渗控关键技术研究林芝市科技计划项目(2023-SYQ-010),频繁干湿交替诱导薄壁结构水工混凝土缩胀变形机理及减缩抗裂技术研究.
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