轻烧氧化镁对蒸养水泥浆体自收缩和孔结构的影响研究

Influence Research of Light-burned Magnesia on Autogenous Shrinkage and Pore Structure of Steam-cured Cement Paste

浏览量:

关键词:

轻烧氧化镁;蒸养;自收缩;水化;孔结构

Key words:

Light-burned magnesia; Steam-cured; Autogenous shrinkage; Hydration; Pore structure

刊期:

2016年第5期

DOI:

文章编号:

1000-4637(2016)05-21-06

基金项目:

四川省教育厅项目(10zd1104)

作者:

丁文文1,谭克锋1,刘来宝1,2,唐凯靖1,赵翠娇1

单位:

1.西南科技大学材料科学与工程学院,绵阳 621010; 2.东南大学材料科学与工程学院,南京 211189)

摘要

摘   要:利用菱镁矿尾矿煅烧制备轻烧氧化镁补偿蒸养水泥浆体的自收缩。通过测定水泥胶砂流动度和3d强度来确定氧化镁的合适掺量。通过XRD和TG-DTA表征水泥浆体中氧化镁的水化进程,并结合压汞法(MIP)和场发射扫描电镜二次电子成像(FESEM)分别对浆体的孔结构和氧化镁水化产物的微观形貌进行分析。结果表明,氧化镁在蒸养过程中迅速水化,使得浆体的孔隙率略微增大。蒸养后,浆体中氧化镁在原位继续水化,有效地补偿了浆体的自收缩。掺有4%氧化镁的水泥和粉煤灰水泥浆体14d的自收缩值分别减少了33%、17%。

Abstract: Using light-burned magnesia prepared by calcining magnesite tailing to compensate the autogenous shrinkage of steam-cured cement paste was carried out. The fluidity and 3-day strength of cement mortars were measured to determine the suitable addition of magnesia. The hydration process of magnesia in paste was characterized by XRD and TG-DTA. And the pore structure of paste and microstructure of magnesia hydrates were analyzed by MIP and FESEM respectively. The results indicate that the hydration of magnesia is promoted rapidly in steam curing process, and slightly increases the porosity of paste. The continue hydration of magnesia in situ effectively compensates the autogenous shrinkage of paste after steam curing. The autogenous shrinkage of cement and fly ash cement paste with 4% magnesia is decreased by 33% and 17% respectively at the age of 14d.

结论

(1)根据轻烧氧化镁掺量对水泥胶砂流动度和蒸养后3d强度的影响,其合适掺量为4%。
(2)水胶比为0.3的水泥浆体经蒸养后,在无水养护条件下,其中的氧化镁仍能继续水化,使得水泥和粉煤灰水泥浆体14d的自收缩分别减少33%、17%;90d时,分别减少32%、19%。
(3)氧化镁在蒸养过程中迅速水化,增大了浆体的孔隙率,但增加部分主要集中在小于100nm的孔。由于粉煤灰能够明显改善氧化镁在蒸养过程中对浆体孔结构的不利影响,在28d龄期,掺有氧化镁的浆体孔隙率略大于对照组,增加部分主要集中在10~40nm之间的孔。
 

参考文献

[1] 李志坚. 对辽宁省镁质耐火原料的思考[J]. 耐火材料, 2011, 45(5): 382-385.
[2] Bentur A, Igarashi S, Kovler K. Prevention of autogenous shrinkage in high-strength concrete by internal curing using wet lightweight aggregates[J]. Cem Concr Res, 2001, 31(11): 1587-1591.
[3] Mehta PK, Monteiro JM. Concrete: structure, properties, and materials[C]. 2nd ed. New Jersey: Prentice Hall,1993.
[4] Nagataki S, Gomi H. Expansive admixtures (mainly ettringite)[J]. Cem Concr Compos, 1998, 20(2): 163-170.
[5] Gao P, Lu X, Geng F, et al. Production of MgO-type expansive agent in dam concrete by use of industrial by-products[J]. Build Environ, 2008, 43(4): 453-457.
[6] Yan P, Qin X. The effect of expansive agent and possibility of delayed ettringite formation in shrinkage-compensating massive concrete[J]. Cem Concr Res, 2001, 31(2): 335-337.
[7] Li Y, Li J. Capillary tension theory for prediction of early autogenous shrinkage of self-consolidating concrete[J]. Constr Build Mater, 2014, 53: 511-516.
[8] 陈胡星. 氧化镁微膨胀水泥-粉煤灰胶凝材料的膨胀性能及孔结构特征[J]. 硅酸盐学报, 2005, 33(4): 516-519.
[9] Termkhajornkit P, Nawa T, Nakai M, et al. Effect of fly ash on autogenous shrinkage[J]. Cem Concr Res, 2005, 35(3): 473-482.
[10] 耿健, 彭波, 孙家瑛. 蒸汽养护制度对水泥石孔结构的影响[J].建筑材料学报, 2011, 14(1): 116-118.

引用本文


上一个: 纳米材料对橡胶再生混凝土干湿腐蚀循环性能的影响

下一个: 灌浆加固材料的抗裂技术及应用

相关文件