首页|纳米TiO2混凝土抗碳化性能的试验研究

纳米TiO2混凝土抗碳化性能的试验研究

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纳米TiO2以同等质量代替水泥(0、1%、3%、5%)掺入混凝土中,对纳米TiO2混凝土进行抗压试验和碳化试验,研究了纳米TiO2的掺量对混凝土抗压强度和碳化深度的影响,建立了考虑纳米TiO2掺量和碳化龄期的混凝土碳化深度模型.结果显示:掺入适量的纳米TiO2对混凝土的抗压强度和碳化性能的改善有很好的促进作用,且随着纳米TiO2掺入量的增加对两者的促进作用呈现先升高后降低的趋势,纳米TiO2掺量为1%时对混凝土性能促进作用最好.通过引入纳米TiO2对混凝土碳化深度的影响系数,改进碳化深度模型.模型预测数据和试验数据吻合度较高,可应用于纳米TiO2混凝土碳化深度的预测.
Experimental study on carbonization performance of nano-TiO2 concrete
Nano-TiO2 was mixed into concrete with the same quality instead of cement(0,1%,3%,5%).The compressive test and carbonation test of nano-TiO2 concrete were carried out.The effect of nano-TiO2 content on the compressive strength and carbonation depth of concrete was studied.The carbonation depth model of concrete considering nano-TiO2 content and carbonation age was established.The results show that the addition of appropriate amount of nano-TiO2 has a good promotion effect on the improvement of compressive strength and carbonization performance of concrete,and with the increase of nano-TiO2 content,the promotion effect on the two increases first and then decreases.When the content of nano-TiO2 is 1%,the performance of concrete is the best.The carbonation depth model was improved by introducing the influence coefficient of nano-TiO2 on the carbonation depth of concrete.The model prediction data are in good agreement with the experimental data,which can be applied to the prediction of carbonation depth of nano-TiO2 concrete.

carbonation modelnano TiO2concretecarbonization performancecompressive strength

赵燕茹、李传华、贾宗明、张杰

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内蒙古工业大学土木工程学院,内蒙古呼和浩特 010051

内蒙古工业大学理学院,内蒙古呼和浩特 010051

华能新能源股份有限公司蒙西分公司,内蒙古呼和浩特 010020

碳化模型 纳米TiO2 混凝土 碳化性能 抗压强度

国家自然科学基金国家自然科学基金内蒙古自治区自然科学基金

12162025117620152021LHMS05010

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.(6)