Incorporation of trace elements in Portland cement clinker: Thresholds limits for Cu, Ni, Sn or Zn

被引:78
作者
Gineys, N. [1 ,2 ]
Aouad, G. [1 ,2 ]
Sorrentino, F. [3 ]
Damidot, D. [1 ,2 ]
机构
[1] EMDouai, LGCgE MPE GCE, F-59508 Douai, France
[2] Univ Lille Nord France, F-59000 Lille, France
[3] Mineral Res Proc Co, F-69330 Meyzieu, France
关键词
Threshold limit; Heavy Metals; Portland Cement; Clinker; PART II; HYDRATION PROPERTIES; HEAVY-METALS; ZINC-OXIDE; RAW MIX; CR; SILICATE; PHASES;
D O I
10.1016/j.cemconres.2011.07.006
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper aims at defining precisely, the threshold limits for several trace elements (Cu, Ni, Sn or Zn) which correspond to the maximum amount that could be incorporated into a standard clinker whilst reaching the limit of solid solution of its four major phases (C3S, C2S, C(3)A and C(4)AF). These threshold limits were investigated through laboratory synthesised clinkers that were mainly studied by X-ray Diffraction and Scanning Electron Microscopy. The reference clinker was close to a typical Portland clinker (65% C3S, 18% C2S, 8% C(3)A and 8% C(4)AF). The threshold limits for Cu, Ni, Zn and Sn are quite high with respect to the current contents in clinker and were respectively equal to, 0.35, 0.5, 0.7 and 1 wt.%. It appeared that beyond the defined threshold limits, trace elements had different behaviours. Ni was associated with Mg as a magnesium nickel oxide (MgNiO2) and Sn reacted with lime to form a calcium stannate (Ca2SnO4). Cu changed the crystallisation process and affected therefore the formation of C3S. Indeed a high content of Cu in clinker led to the decomposition of C3S into C2S and of free lime. Zn, in turn, affected the formation of C(3)A. Ca6Zn3Al4O15 was formed whilst a tremendous reduction of C(3)A content was identified. The reactivity of cements made with the clinkers at the threshold limits was followed by calorimetry and compressive strength measurements on cement paste. The results revealed that the doped cements were at least as reactive as the reference cement. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1177 / 1184
页数:8
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