ISSN 1008-5548

CN 37-1316/TU

2022年28卷  第5期
<返回第5期

再生微粉材料性能表征及其对混凝土性能的影响

Characterization of recycled micro-powders and their effects on concrete properties

周文娟,张 晨,胡牛涛

(北京建筑大学 土木与交通工程学院,北京 100044)


DOI:10.13732/j.issn.1008-5548.2022.05.009

收稿日期: 2022-04-07, 修回日期:2022-05-14,在线出版时间:2022-07-29 15:06。

基金项目:“十三五”国家重点研发计划项目,编号:2017YFC0703305。

第一作者简介:周文娟(1977—),女,副教授,硕士,硕士生导师,研究方向为固体废弃物的资源化利用。E-mail:zhouwenjuan@bucea.edu.cn。


摘要:为探究再生微粉材料性能与混凝土性能的关系,采用X射线衍射(XRD)、 X射线荧光光谱(XRF)、扫描电子显微镜(SEM)、激光粒度分析、氮气吸附法、勃氏透气法等方式对再生微粉材料性能进行表征;研究掺加再生微粉后的混凝土抗压强度、抗碳化性能、抗冻性能的变化。结果表明:再生微粉内表面积大,孔体积为0.045 cm3/g,内部微孔孔径2~5 nm,表面粗糙,在混凝土中的吸水量大;再生微粉粒径较大,潜在活性较低,掺入混凝土后具有微集料效应和活性效应;混凝土中单掺再生微粉,抗碳化性能降低,抗压强度减小,但掺入质量分数小于20%时,混凝土抗压强度比不低于0.7;与粉煤灰或矿粉复掺入混凝土后抗压强度、抗碳化性能均有提高;矿粉与再生微粉以质量比为2∶1复掺入混疑土的抗压强度、抗碳化性能提高明显;抗冻性能测试中冻融循环次数较少时,单掺再生微粉的混凝土具有更好的抗冻性能,复掺矿粉的抗冻性能总体较好。

关键词:再生微粉;混凝土;抗压强度;抗碳化性能;抗冻性能

Abstract:In order to explore the relationship between the properties of recycled micro powder materials and the properties of concrete, the properties of recycled micro powder materials were characterized by XRD, XRF, SEM, laser particle size analysis, nitrogen adsorption method and Burt permeability method. The changes of compressive strength, carbonation resistance and frost resistance of concrete after adding recycled micro powder were studied. The results show that the recycled micro powder has large internal surface area, pore volume of 0.045 cm3/g, internal pore diameter of 2~5 nm, rough surface and large water absorption in concrete. Recycled micro powder has large particle size and low potential activity. It has micro aggregate effect and activity effect after being added into concrete. When recycled micro powder is added to the concrete, the carbonation resistance and compressive strength are reduced, but when the mass fraction is less than 20%, the compressive strength ratio of the concrete is not less than 0.7. The compressive strength and carbonation resistance of concrete mixed with fly ash or mineral powder are improved. When the mass ratio of mineral powder to recycled micro powder is 2∶1, the compressive strength and carbonation resistance of mixed soil are significantly improved. When the number of freeze-thaw cycles is small in the frost resistance test, the concrete mixed with recycled micro powder has better frost resistance, and the concrete mixed with mineral powder has better frost resistance as a whole.

Keywords:recycled micro powder; concrete; compressive strength; carbonation resistance; frost resistance


参考文献(References):

[1]石莹,杨善顺,连亚明.废弃混凝土再生微粉研究现状[J].砖瓦,2017(4):47-51.

[2]毛新奇,屈文俊,朱鹏.建筑垃圾再生微粉的研究现状[J].混凝土与水泥制品,2015(8):89-93.

[3]KWON E,AHN J,CHO B,et al.A study on development of recycled cement made from waste cementious powder[J].Construction and Building Materials,2015,83:174-180.

[4]KIM Y J.Quality properties of self-consolidating concrete mixed with waste concrete powder[J].Construction and Building Materials,2017,135:177-185.

[5]中华人民共和国住房和城乡建设部,中国国家质量监督检验检疫总局.普通混凝土拌合物性能试验方法标准:GB/T 50080—2016[S].北京:中国建筑工业出版社,2017.

[6]中华人民共和国住房和城乡建设部,国家市场监督管理总局.混凝土物理力学性能试验方法标准:GB/T 50081—2019[S].北京:中国建筑工业出版社,2019.

[7]中华人民共和国住房和城乡建设部,中国国家质量监督检验检疫总局.普通混凝土长期性能和耐久性能试验方法标准:GB/T 50082—2009[S].北京:中国建筑工业出版社,2009.

[8]刘数华,冷发光,李丽华.混凝土辅助胶凝材料[M].北京:中国建材工业出版社,2010.

[9]宋少民,孙凌.土木工程材料[M].武汉:武汉理工出版社,2006.

[10]张金喜,金珊珊.水泥混凝土微观孔隙结构及其作用[M].北京:科学出版社,2014.

[11]周文娟,谢谦,赵磊.再生微粉对聚羧酸减水剂的吸附性能研究[J].材料导报,2020,34(增刊1):246-248.

[12]吕雪源.再生微粉的基本性能及应用[D].青岛:青岛理工大学,2009.

[13]张圣彩,耿欧,赵桂云.再生微粉混凝土的抗压强度及其活性激发[J].混凝土,2015(11):49-52.

[14]姚燕,王玲,田培.高性能混凝土[M].北京:化学工业出版社,2006:22-40.

[15]封金财,高燕蓉,夏群,等.再生混凝土碳化性能研究进展与发展趋势[J].混凝土,2014(1):41-45.

[16]樊耀虎.再生微粉混凝土的抗碳化及抗渗性能研究[D].西宁:青海大学,2020.

[17]白花蕾,樊耀虎,李滢,等.再生微粉和矿物掺合料对混凝土抗碳化性能的影响研究[J].硅酸盐通报,2020,39(8):2628-2633.

[18]张丽娟,吴晶.高强混凝土抗冻耐久性研究[J].土木工程与管理学报,2016,33(2):90-94,117.