Effect of Na2O content, SiO2/Na2O molar ratio, and curing conditions on the compressive strength of FA-based geopolymer

被引:160
作者
Cho, Young-Keun [3 ]
Yoo, Sung-Won [2 ]
Jung, Sang-Hwa [1 ]
Lee, Kwang-Myong [3 ]
Kwon, Seung-Jun [4 ]
机构
[1] High Tech Construct Mat Ctr, Korea Conform Labs, Seoul 137713, South Korea
[2] Gachon Univ, Dept Civil & Environm Engn, 1342 SeongnamDaero, Seongnam Si 13120, South Korea
[3] Sungkyunkwan Univ, Dept Architecture & Civil Engn, Suwon 16419, South Korea
[4] Hannam Univ, Dept Civil & Environm Engn, Daejeon 34430, South Korea
关键词
FA-based geopolymer; Strength; Curing; Activator concentration; Temperature; SiO2/Na2O; ACTIVATED FLY-ASH; MICROSTRUCTURE; TEMPERATURE; TECHNOLOGY; CEMENTS;
D O I
10.1016/j.conbuildmat.2017.04.004
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Many researches have been performed on performance improvement of geopolymer considering low calcium materials and alkaline solutions. In the binder of geopolymer, OPC (Ordinary Portland Cement) which can cause environmental load such as CO2 emission is not used. The mechanical properties of geopolymer are directly affected by various parameters like binder types, SiO2/Na2O molar ratios, alkali activator concentrations, and curing conditions (temperature and period), but very limited researches have been performed on comprehensive evaluation of the influencing parameters. In the work, compressive strength in FA (Fly Ash)-based geopolymer is evaluated considering four test variables covering Na2O content, SiO2/Na2O molar ratios, curing temperature/period, and pre-curing temperature/period. The results reveal that higher compressive strength can be obtained with higher Na2O content, higher curing temperatures, and longer pre-curing periods at the relatively low temperature (23 degrees C). On the other hand, an extension of curing period at high temperatures leads to strength reduction due to increasing macro-pores over 50 nm. Through the various tests, strength grade contours considering SiO2/Na2O molar ratios, Na2O content, and curing temperatures are obtained, which can be utilized for an effective mix design for FA-based geopolymer. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:253 / 260
页数:8
相关论文
共 22 条
[1]  
[Anonymous], 2009, 679 ISO CEM TEST MET
[2]   Geopolymeric materials prepared using Class F fly ash and elevated temperature curing [J].
Bakharev, T .
CEMENT AND CONCRETE RESEARCH, 2005, 35 (06) :1224-1232
[3]   An XRD study of the effect of the SiO2/Na2O ratio on the alkali activation of fly ash [J].
Criado, M. ;
Fernandez-Jimenez, A. ;
de la Torre, A. G. ;
Aranda, M. A. G. ;
Palomo, A. .
CEMENT AND CONCRETE RESEARCH, 2007, 37 (05) :671-679
[4]   Polymerization in sodium silicate solutions: a fundamental process in geopolymerization technology [J].
Dimas, D. ;
Giannopoulou, I. ;
Panias, D. .
JOURNAL OF MATERIALS SCIENCE, 2009, 44 (14) :3719-3730
[5]   Geopolymer technology:: the current state of the art [J].
Duxson, P. ;
Fernandez-Jimenez, A. ;
Provis, J. L. ;
Lukey, G. C. ;
Palomo, A. ;
van Deventer, J. S. J. .
JOURNAL OF MATERIALS SCIENCE, 2007, 42 (09) :2917-2933
[6]   The role of inorganic polymer technology in the development of 'green concrete' [J].
Duxson, Peter ;
Provis, John L. ;
Lukey, Grant C. ;
Van Deventer, Jannie S. J. .
CEMENT AND CONCRETE RESEARCH, 2007, 37 (12) :1590-1597
[7]   Thermal conductivity of metakaolin geopolymers used as a first approximation for determining gel interconnectivity [J].
Duxson, Peter ;
Lukey, Grant C. ;
van Deventer, Jannie S. J. .
INDUSTRIAL & ENGINEERING CHEMISTRY RESEARCH, 2006, 45 (23) :7781-7788
[8]   Composition and microstructure of alkali activated fly ash binder:: Effect of the activator [J].
Fernández-Jiménez, A ;
Palomo, A .
CEMENT AND CONCRETE RESEARCH, 2005, 35 (10) :1984-1992
[9]   Microstructure development of alkali-activated fly ash cement:: a descriptive model [J].
Fernández-Jiménez, A ;
Palomo, A ;
Criado, M .
CEMENT AND CONCRETE RESEARCH, 2005, 35 (06) :1204-1209
[10]   Advances in alternative cementitious binders [J].
Juenger, M. C. G. ;
Winnefeld, F. ;
Provis, J. L. ;
Ideker, J. H. .
CEMENT AND CONCRETE RESEARCH, 2011, 41 (12) :1232-1243