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碱激发再生黏土砖粉泡沫混凝土性能研究
Study on Properties of Alkali Activated Recycled Clay Brick Powder Foamed Concrete
2022年第5期
泡沫混凝土;碱激发;再生黏土砖粉;力学性能;活性指数
Foamed concrete; Alkali excitation; Recycled clay brick powder; Mechanical property; Activity coefficient
2022年第5期
10.19761/j.1000-4637.2022.05.081.06
国家“十三五”重点研发计划项目(2018YDF1101001)。
余昭阳1,刘润清1,葛 星2,崔云鹏1
1.沈阳理工大学 材料科学与工程学院,辽宁 沈阳110000,2.中建二局第二建筑工程有限公司, 广东 深圳518000

余昭阳1,刘润清1,葛 星2,崔云鹏1

余昭阳,刘润清,葛星,等.碱激发再生黏土砖粉泡沫混凝土性能研究[J].混凝土与水泥制品,2022(5):81-85,89.

YU Z Y,LIU R Q,GE X,et al.Study on Properties of Alkali Activated Recycled Clay Brick Powder Foamed Concrete[J].China Concrete and Cement Products,2022(5):81-85,89.

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摘   要:研究了在碱激发方式下再生黏土砖粉的活性激发效果和机理,探究了活性激发后的再生黏土砖粉用于制备泡沫混凝土的可行性。结果表明:复合碱激发剂可以提高再生黏土砖粉-水泥胶凝材料的28 d抗压强度和活性指数,当复合碱激发剂掺量为3%时,试件的28 d抗压强度和活性指数分别为22.42 MPa和73.3%,激发效果最好;当采用复合碱激发剂时,胶凝材料体系的水化放热速率和水化放热总量低,水化反应时间长,试件的后期强度高;当复合碱激发剂掺量为3%、再生黏土砖粉掺量为40%、水胶比为0.50时,再生黏土砖粉泡沫混凝土的性能满足JG/T 266—2011《泡沫混凝土》的要求。 Abstract: The activation effect and mechanism of recycled clay brick powder under alkali excitation were studied, and the feasibility of using recycled clay brick powder to prepare foamed concrete was explored. The results show that the composite alkali activator can improve the 28 d compressive strength and activity coefficient of recycled clay brick powder- cement cementitious material, and when the content of composite alkali activator is 3%, the 28 d compressive strength and activity coefficient of the specimen are 22.42 MPa and 73.3% respectively, the excitation effect is the best. When the composite alkali activator is used, the hydration heat release rate and total hydration heat release of the cementitious material system are low, the hydration reaction time is long, and the later strength of the specimen is high. When the content of composite alkali activator is 3%, the amount of recycled clay brick powder is 40% and the water-binder ratio is 0.50, the performance of recycled clay brick powder foamed concrete meets the requirements of JG/T 266—2011 Foamed Concrete.
英文名 : Study on Properties of Alkali Activated Recycled Clay Brick Powder Foamed Concrete
刊期 : 2022年第5期
关键词 : 泡沫混凝土;碱激发;再生黏土砖粉;力学性能;活性指数
Key words : Foamed concrete; Alkali excitation; Recycled clay brick powder; Mechanical property; Activity coefficient
刊期 : 2022年第5期
DOI : 10.19761/j.1000-4637.2022.05.081.06
文章编号 :
基金项目 : 国家“十三五”重点研发计划项目(2018YDF1101001)。
作者 : 余昭阳1,刘润清1,葛 星2,崔云鹏1
单位 : 1.沈阳理工大学 材料科学与工程学院,辽宁 沈阳110000,2.中建二局第二建筑工程有限公司, 广东 深圳518000

余昭阳1,刘润清1,葛 星2,崔云鹏1

余昭阳,刘润清,葛星,等.碱激发再生黏土砖粉泡沫混凝土性能研究[J].混凝土与水泥制品,2022(5):81-85,89.

YU Z Y,LIU R Q,GE X,et al.Study on Properties of Alkali Activated Recycled Clay Brick Powder Foamed Concrete[J].China Concrete and Cement Products,2022(5):81-85,89.

摘要
参数
结论
参考文献
引用本文

摘   要:研究了在碱激发方式下再生黏土砖粉的活性激发效果和机理,探究了活性激发后的再生黏土砖粉用于制备泡沫混凝土的可行性。结果表明:复合碱激发剂可以提高再生黏土砖粉-水泥胶凝材料的28 d抗压强度和活性指数,当复合碱激发剂掺量为3%时,试件的28 d抗压强度和活性指数分别为22.42 MPa和73.3%,激发效果最好;当采用复合碱激发剂时,胶凝材料体系的水化放热速率和水化放热总量低,水化反应时间长,试件的后期强度高;当复合碱激发剂掺量为3%、再生黏土砖粉掺量为40%、水胶比为0.50时,再生黏土砖粉泡沫混凝土的性能满足JG/T 266—2011《泡沫混凝土》的要求。

Abstract: The activation effect and mechanism of recycled clay brick powder under alkali excitation were studied, and the feasibility of using recycled clay brick powder to prepare foamed concrete was explored. The results show that the composite alkali activator can improve the 28 d compressive strength and activity coefficient of recycled clay brick powder- cement cementitious material, and when the content of composite alkali activator is 3%, the 28 d compressive strength and activity coefficient of the specimen are 22.42 MPa and 73.3% respectively, the excitation effect is the best. When the composite alkali activator is used, the hydration heat release rate and total hydration heat release of the cementitious material system are low, the hydration reaction time is long, and the later strength of the specimen is high. When the content of composite alkali activator is 3%, the amount of recycled clay brick powder is 40% and the water-binder ratio is 0.50, the performance of recycled clay brick powder foamed concrete meets the requirements of JG/T 266—2011 Foamed Concrete.

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(1)与CaO和NaOH单一碱激发方式相比,二者复合碱激发的效果更好;当复合碱激发剂掺量为3%时,试件的28 d活性指数达到了73.3%,激发效果最佳。
(2)采用CaO作为碱激发剂时,试件水化前期放热速率快,早期强度高。NaOH碱激发剂对试件水化放热速率的影响较大。采用复合碱激发剂时,OH-的存在可以促进胶凝材料体系的水化速率。当复合碱激发剂掺量为3%时,试件的水化放热速率低,水化速率慢,早期强度不高。
(3)当复合碱激发剂掺量为3%、再生黏土砖粉掺量为40%、水胶比为0.50时,再生黏土砖粉泡沫混凝土的各项性能良好,能够满足JG/T 266—2011《泡沫混凝土》的要求。

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余昭阳,刘润清,葛星,.碱激发再生黏土砖粉泡沫混凝土性能研究[J].混凝土与水泥制品,2022(5):81-85,89.

YU Z Y,LIU R Q,GE X,et al.Study on Properties of Alkali Activated Recycled Clay Brick Powder Foamed Concrete[J].China Concrete and Cement Products,2022(5):81-85,89.

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