首页|硫酸盐侵蚀对早龄期混凝土力学性能和孔隙结构研究

硫酸盐侵蚀对早龄期混凝土力学性能和孔隙结构研究

Study on mechanical properties and pore structure of concrete under early age sulfate attack

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以0.38水胶比混凝土为试验对象,分别进行了抗压强度、质量损失、动弹性模量、核磁共振试验,研究了不同初始侵蚀龄期对混凝土力学性能和孔隙结构的变化规律,并建立弹性模量预测模型.研究表明:硫酸盐侵蚀下混凝土抗压强度、质量和动弹性模量呈先上升后下降的变化趋势,且初始侵蚀龄期越晚,抗压强度和动弹性模量越大,强度和动弹性模量损失越多,并建立弹性模量预测模型.对混凝土孔隙率和孔径分布变化规律进行了研究.
Taking 0.38 water-binder ratio concrete as the test object,the compressive strength,mass loss,dynamic modulus of elasticity and nuclear magnetic resonance tests were carried out respectively,and the changes of mechanical properties and pore structure of concrete at different initial erosion ages were studied,and the prediction model of elastic modulus was established.The research shows that the compressive strength,quality and dynamic modulus of elasticity of concrete under sulfate attack show a trend of increasing first and then decreasing,and the later the initial erosion age is,the greater the compressive strength and dynamic modulus of elasticity are,the more the loss of strength and dynamic modulus of elasticity is,and the prediction model of elastic modulus is established.The change law of concrete porosity and pore size distribution was studied.

sulfate attackinitial erosion agepore structureelastic modulus prediction

陈子瑜、王起才、代金鹏、杜文涛、楚昊、武学龙

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兰州交通大学道桥工程灾害防治技术国家地方联合工程实验室,甘肃兰州 730070

兰州交通大学甘肃省道路桥梁与地下工程重点实验室,甘肃兰州 730070

酒钢(宏达)建材有限责任公司,甘肃嘉峪关 735100

硫酸盐侵蚀 初始侵蚀龄期 孔隙结构 弹性模量预测

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.(11)