Effects of flue gas desulphurization sludge on the pozzolanic reaction of reject-fly-ash-blended cement pastes

被引:67
作者
Poon, CS [1 ]
Qiao, XC
Lin, ZS
机构
[1] Hong Kong Polytech Univ, Dept Civil & Struct Engn, Kowloon, Hong Kong, Peoples R China
[2] Wuhan Univ Technol, Inst Mat, Wuhan 430070, Peoples R China
关键词
reject fly ash; compressive strength; hydration; flue gas desulphurization sludge; FGD; acceleration;
D O I
10.1016/j.cemconres.2004.02.027
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Reject fly ash (rFA), a coarse portion of the pulverized fuel ash (PFA) produced from coal-fired power plants and rejected from the ash classifying process, has remained unused due to its high carbon content and large particle size (>45 mum). However, the reject ash may have potential uses in chemical stabilization/solidification (S/S) processes that require relatively low strength and low chemical reactivity. Flue gas desulphurization (FGD) sludge is a by-product of the air pollution control process in coal-fired power plants. Its chemical composition is mainly gypsum. As there is no effective usage of both of these materials, it was of interest to conduct research on the possible activation of rFA using FGD. This paper presents experimental results of the effect of FGD on the pozzolanic reaction of rFA-blended cement pastes with or without Ca(OH)(2) and chemical activators. The results show that FGD take effect as an activator only at late curing ages. Adding Ca(OH)(2) activates the hydration of rFA. Chemical activator, such as alkali sulphate, is more effective in enhancing the strength development and degree of hydration of rFA than CaCl2 in the rFA-Ca(OH)(2)-cement system. But CaCl2 is more effective in the rFA-Ca(OH)(2)-FGD-cement system. The chemical activators speed up the reaction of the rFA through the formation new hydration products and elevating the pH value. (C) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1907 / 1918
页数:12
相关论文
共 13 条
[1]   THE REACTION OF FLY-ASH IN CONCRETE - A CRITICAL-EXAMINATION [J].
FRAAY, ALA ;
BIJEN, JM ;
DEHAAN, YM .
CEMENT AND CONCRETE RESEARCH, 1989, 19 (02) :235-246
[2]   Effective use of fly ash slurry as fill material [J].
Horiuchi, S ;
Kawaguchi, M ;
Yasuhara, K .
JOURNAL OF HAZARDOUS MATERIALS, 2000, 76 (2-3) :301-337
[3]   SOME PRELIMINARY TEST DATA ON CEMENT-PFA-ANHYDRITE MIXES [J].
HYDE, AFL .
MAGAZINE OF CONCRETE RESEARCH, 1984, 36 (128) :174-180
[4]   Microscopic study of alkali-activated fly ash [J].
Katz, A .
CEMENT AND CONCRETE RESEARCH, 1998, 28 (02) :197-208
[5]  
LANGLEY WS, 1989, ACI MATER J, V86, P507
[6]   PORE STRUCTURES OF FLY ASHES ACTIVATED BY CA(OH)(2) AND CASO4-CENTER-DOT-2H(2)O [J].
MA, WP ;
LIU, CL ;
BROWN, PW ;
KOMARNENI, S .
CEMENT AND CONCRETE RESEARCH, 1995, 25 (02) :417-425
[7]   Hydrothermal reactions of fly ash with Ca(OH)(2) and CaSO4 center dot 2H(2)O [J].
Ma, WP ;
Brown, PW .
CEMENT AND CONCRETE RESEARCH, 1997, 27 (08) :1237-1248
[8]   Pozzolanic properties of reject fly ash in blended cement pastes [J].
Poon, CS ;
Qiao, XC ;
Lin, ZS .
CEMENT AND CONCRETE RESEARCH, 2003, 33 (11) :1857-1865
[9]   Activation of fly ash/cement systems using calcium sulfate anhydrite (CaSO4) [J].
Poon, CS ;
Kou, SC ;
Lam, L ;
Lin, ZS .
CEMENT AND CONCRETE RESEARCH, 2001, 31 (06) :873-881
[10]   Activation of blended cements containing fly ash [J].
Qian, JS ;
Shi, CJ ;
Wang, Z .
CEMENT AND CONCRETE RESEARCH, 2001, 31 (08) :1121-1127