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引用本文:楚宇扬,徐金涛,刘烨,张普,汤意.快硬硫铝酸盐水泥在3D打印材料中的应用[J].建筑材料学报,2021,24(5):930-936
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快硬硫铝酸盐水泥在3D打印材料中的应用
楚宇扬1,徐金涛1,刘烨2,张普1,汤意3
1.郑州大学 土木工程学院,河南 郑州 450001;2.四川大学 深地科学与工程教育部重点实验室, 四川 成都 610065;3.河南省交通规划设计研究院股份有限公司,河南 郑州 450001
摘要:
将快硬硫铝酸盐水泥(R·SAC)掺加到普通硅酸盐水泥(P·O)中得到混合水泥,以改善P·O 3D打印材料凝结时间长、早期强度低的缺点,系统研究了R·SAC掺量对其凝结时间、力学性能、流动性和堆积性的影响.结果表明:当R·SAC掺量为14%~20%时,促凝效果明显,有效降低了混合水泥净浆、砂浆的凝结时间,混合水泥净浆的初凝时间可以控制在40~70 min,满足3D打印的要求;掺加R·SAC可以提高材料的流动性,当R·SAC掺量为20%时,混合水泥砂浆的流动度比P·O砂浆提高了11 mm,稠度提高了15 mm;当混合水泥砂浆的流动度在160~175 mm时,可以满足3D打印材料的堆积性要求;掺加少量R·SAC对混合水泥砂浆的早期强度有一定的提升,但是其后期强度有所降低.
关键词:  3D打印  硫铝酸盐水泥  凝结时间  流动性  堆积性  力学性能
DOI:10.3969/j.issn.1007-9629.2021.05.005
分类号:TU528
基金项目:国家自然科学基金资助项目(U1904177);交通部重点研发项目(2018-MS5-136);河南省交通运输科技计划项目(2018J2,2019J-2-10,2020J-2-7)
Application of Rapid Hardening Sulphoaluminate Cement in 3D Printing Material
CHU Yuyang1, XU Jintao1, LIU Ye2, ZHANG Pu1, TANG Yi3
1.School of Civil Engineering, Zhengzhou University, Zhengzhou 450001, China;2.Key Laboratory of Deep Underground Science and Engineering, Ministry of Education, Sichuan University, Chengdu 610065, China;3.Henan Provincial Communications Planing & Design Institute Co., Ltd., Zhengzhou 450001, China
Abstract:
By adopting the method of mixing rapid hardening sulphoaluminate cement(R·SAC) with ordinary Portland cement(P·O) to improve the shortcomings of long setting time and low early strength of P·O 3D printing material, the effect of the R·SAC content on its setting time, mechanical property, fluidity and stacking performance was systematically studied. The results show that when the R·SAC content is 14%-20%, R·SAC has obvious effect of accelerating setting, and the setting time of cement paste and mortar has been effectively reduced, the initial setting time of the mixed cement paste can be controlled between 40-70 minutes, which meets the requirements of 3D printing. At the same time, the addition of R·SAC can improve the fluidity of the material. When the R·SAC content is 20%, the fluidity of the mixed cement mortar can be increased by 11 mm and the consistency by 15 mm compared to the P·O mortar. The fluidity of mixed cement mortar can meet the stacking performance requirements of 3D printing materials within 160-175 mm. The addition of a small amount of R·SAC has a certain improvement in the early strength of the mixed cement mortar, but its later strength has been reduced.
Key words:  3D printing  sulphoaluminate cement  setting time  fluidity  stacking performance  mechanical property
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