Preparation and characteristics of steam-autoclaved bricks produced from electrolytic manganese solid waste

被引:48
|
作者
Du, Bing [1 ,2 ]
Zhou, Changbo [3 ]
Dan, Zhigang [2 ]
Luan, Zhaokun [1 ]
Duan, Ning [2 ]
机构
[1] Chinese Acad Sci, Res Ctr Ecoenvironm Sci, State Key Lab Environm Aquat Chem, Beijing 100085, Peoples R China
[2] Chinese Res Inst Environm Sci, Technol Ctr Heavy Met Cleaner Prod Engn, Beijing 100012, Peoples R China
[3] Chinese Res Inst Environm Sci, Cleaner Prod Ctr, Beijing 100012, Peoples R China
关键词
Electrolytic manganese solid waste; Steam-autoclaved brick; Compressive strength; Dry shrinkage; Frost resistance; Leaching toxicity; FLY-ASH; MECHANISM; SULFATE;
D O I
10.1016/j.conbuildmat.2013.09.055
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Electrolytic manganese solid waste (EMSW) is a sort of hydrometallurgical process residue from sulfuric acid leaching for rhodochrosite. The objective of this study was to investigate the feasibility of producing steam-autoclaved bricks with EMSW, and to determine the most appropriate preparation conditions. We tested the compressive strength (CS), dry shrinkage (DS) and frost resistance (FR), using microstructure change analysis combined with component reactions. The crystalline components of raw materials and bricks were examined by X-ray diffraction. Other properties of the brick, including leaching toxicity and radioactivity, were also measured to examine the environmental safety of EMSW steam-autoclaved bricks. The results show that the most appropriate conditions were: EMSW content of 30-40% by mass ratio, cement content of 10.5-12%, formation pressure of 15-20 MPa, W/C ratio of 0.4 and steam pressure of 1.2-1.5 MPa. Under those conditions, the compressive strength can be higher than 15 MPa, dry shrinkage lower than 0.11%, and compressive strength loss and weight loss lower than 10% and 2%, respectively. The compressive strength, leaching toxicity and radioactivity of the brick manufactured under the aforementioned conditions met the standards of GB 11945-1999 MU 15, GB 5085.3-2007 and GB 6566-2010, respectively. The compressive strength mechanism was formed by C-S-H gel and ettringite detected in the brick samples. Dry shrinkage was caused mainly by the removal of gaseous components and the shrinkage of cementitious materials. Frost resistance was influenced mainly by an increase in hydraulic pressure within the pore spaces. (C) 2013 Elsevier Ltd. All rights reserved,
引用
收藏
页码:291 / 299
页数:9
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