Preparation of Rapid Hardening Mortars Using Ultrafine Portland Cement
Preparation of Rapid Hardening Mortars Using Ultrafine Portland Cement
摘要
During the hydration process, the Ultra-fine Cements present specific physical and chemical characteristics; they are, very short setting time and high heat release. For special applications, such as rapid hardening and early high strength mortars or concretes, these characteristics can be considered advantageous. Some commercial products used for concrete reinforcement and repairs are the Rapid Hardening Mortars, these mortars must develop a time of setting up to 3 h and an initial compressive strength of about 3.5 MPa once the hardening of the paste is reached. The objective of the present research work is to use Ultra-fine Cement for the preparation of a series of different Rapid Hardening Mortars (with different percentages of Ultra-fine Cement), these mortars required the addition of a polycarboxylate-base specification F Superplasticizer. It was observed that the optimum water/cement (W/C) ratio for the hydration of the Ultra-fine Cements is W/C = 0.385. The Ultra-fine Cements were obtained by the High Energy Ball-milling technique at laboratory scale, 90% of the Particle Size Distribution is below 11 μm and the Blaine Specific Surface Area is over 9000 cm^2/g.
参考文献20
-
1N. P. Gil, Grouting as a repair and strengthening technique, Constr. Repair 10 (1996) 24-26.
-
2H. Geymayer, J. Tritthart, W. Guo and C. Reimann, Investigations on cements with different levels of fineness, Zem-Kalk-Gips 48 0995) 86-95.
-
3S. L. Sarkara and J. Wheelerb, Important properties of an ultrafine cement-Part I, Cem. Concr. Res. 31 (2001) 119-123.
-
4American Society of Civil Engineers, Grouting: Compaction, Remediation and Testing: Proc 1st National ConfASCE Geo-Inst, 1997, p. 334.
-
5ASTM Designation C928, Standard Specification for Packaged, Dry, Rapid-Hardening Cementitious Materials for Concrete Repairs, 2000.
-
6Doctoral thesis, Juan Carlos Arteaga Arcos CIITEC-CICATA-IPN Mexico City, 2009.
-
7National Organization for Normalization and Certification of Building and Edification, Mexican Standard NMX-C-414-0NNCCE-2004: Building Industry, Hydraulic Cement, Specifications and test Methods, 2004. (Original in Spanish).
-
8ASTM Designation C778, Standard Specification for Standard Sand, 2000.
-
9ASTM Designation C494, Standard Specification for Chemical Admixtures for Concrete, 1999.
-
10ASTM Designation C109, Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens), 1999.
-
1徐亦冬,周士琼,李益进,肖佳.粉煤灰高性能混凝土抗剪性能试验研究[J].混凝土,2003(2):32-34. 被引量:2
-
2Andrea Di Schino,Paolo Emilio Di Nunzio,Sabrina Mengaroni,Pablo Rodriguez-Calvillo,Jose Maria Cabrera.Effect of Q&P Process on 0.15C-MnSi Steels[J].材料科学与工程(中英文A版),2016,6(2):113-116.
-
3牛志广,孙媛媛,张颖.预氯化及常规工艺对消毒副产物的影响[J].环境工程学报,2015,9(11):5142-5148. 被引量:12
-
4Plasticolors完威实验室扩建[J].聚合物与助剂,2007(5):66-66.
-
5谭增强,牛国平,陈晓文.Removal of elemental mercury by modified bamboo carbon[J].Chinese Journal of Chemical Engineering,2015,23(11):1875-1880. 被引量:1
-
6叶莉,马达.管道内防腐水泥砂浆技术综述[J].新疆石油科技,1994,4(2):76-80. 被引量:1
-
7韦超.棉花公证检验实验室火灾安全隐患预防和应急处理[J].中国纤检,2013(19):52-53.
-
8Jinshui Yang,Weijie Liu,Baozhen Li,Hongli Yuana,Meiping Tong,Jinsong Gao.Application of a novel backwashing process in upflow biological aerated filter[J].Journal of Environmental Sciences,2010,22(3):362-366. 被引量:7
-
9朱杰,刘玉兰.油田化学防砂技术研究进展[J].广东化工,2015,42(16):119-120. 被引量:5
-
10林发,唐柏有.注水管道聚合物水泥砂浆衬里[J].油田地面工程,1991,10(6):25-27. 被引量:1