掺红砖微粉地聚物再生混凝土耐久性能研究
Study on Durability of Geopolymer Recycled Concrete Mixed with Red Brick Powder
针对红砖微粉掺量对粉煤灰-矿渣基地质聚合物混凝土耐久性能存在的差异,将红砖微粉对粉煤灰与矿渣进行互掺,设计了9种红砖微粉、粉煤灰和矿渣的组合方式,通过碳化试验、氯离子渗透试验及冻融循环试验分析了组合方式对地聚物混凝土耐久性能的影响。研究结果表明,对于抗碳化性,红砖微粉-粉煤灰取代率F为15%时碳化后劈裂抗拉强度最高提升9.71%,红砖微粉-矿渣取代率S为5%时性能最高提升6.23%;对于抗氯离子渗透性, F为20%时试件电通量最高降低32.82%,S为5%时试件电通量最高降低30.07%;对于抗冻性,F为15%时强度损失率最高降低2.85%,S越大,抗冻性能越差,S为20%时强度损失最高提升4.28%。
In view of the difference in durability of fly ash-slag based geopolymer concrete with different content of red brick powder, the red brick powder was mixed with fly ash and slag. Nine combinations of red brick powder, fly ash and slag were designed. The effects of combinations on the durability of geopolymer concrete were analyzed by carbonation test, chloride ion penetration test and freeze-thaw cycle test. The results show that for carbonation resistance, when the replacement rate of red brick powder-fly ash F is 15 %, the splitting tensile strength after carbonization is increased by 9.71 %, and the performance is increased by 6.23 % when the replacement rate of red brick powder-slag is 5 %. For the resistance to chloride ion permeability, the current value of the specimen is reduced by 32.82 % when F is 20 %, and the current value of the specimen is reduced by 30.07 % when S is 5 %. For frost resistance, when F is 15 %, the strength loss rate is reduced by 2.85 %. The greater the S, the worse the frost resistance. When S is 20 %, the maximum increase is 4.28 %.
李隐、谢宗臣、曾令宏、黄靓
材料科学
混凝土地质聚合物红砖微粉抗碳化性能抗氯离子渗透性能抗冻融性能
concretegeopolymerclay brick powdercarbonation resistanceresistance to chloride ion permeabilityfreeze-in impurity -thaw resistance
李隐,谢宗臣,曾令宏,黄靓.掺红砖微粉地聚物再生混凝土耐久性能研究[EB/OL].(2022-12-20)[2025-08-19].http://www.paper.edu.cn/releasepaper/content/202212-67.点此复制
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