Utilization of iron tailings as substitute in autoclaved aerated concrete: physico-mechanical and microstructure of hydration products
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作者:
Ma, Bao-guo
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Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Peoples R ChinaWuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Peoples R China
Ma, Bao-guo
[1
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Cai, Li-xiong
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Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Peoples R ChinaWuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Peoples R China
Cai, Li-xiong
[1
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Li, Xiang-guo
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Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Peoples R ChinaWuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Peoples R China
Li, Xiang-guo
[1
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Jian, Shou-wei
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Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Peoples R ChinaWuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Peoples R China
Jian, Shou-wei
[1
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机构:
[1] Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Peoples R China
Based on the background that a large amount of iron tailings was stockpiled in China, the most appropriate preparation conditions of producing autoclaved aerated concrete (MC) with iron tailing was studied. The slurry properties were tested to evaluate the effects of the raw material factors on gas forming character. The compressive and specific strengths were measured to assess the feasibility of producing B05, A2.5 AAC blocks. The analysis of morphology, mineral components and thermal property were carried out in order to determine the mineral composition of iron tailing AAC blocks. Leaching toxicity was determined to ensure the environmental safety of iron tailing AAC blocks. The results shows that under the following conditions, cement 8%, quicklime 21%-27%, 20 min ball milled siliceous 62%-68% (with 40%-60% substituted by iron tailings), gypsum 3%, ratio of water to raw material (WAR) 0.6, aluminum (Al) powder 0.14% and at 1.4 MPa steam pressure maintaining for 8 h, the bulk density can be between 490 and 525 kg/m(3), compressive strength higher than 2.5 MPa and specific strength higher than 4700 N m/kg. The main minerals in the MC were dough-like CSH gel, flake-like tobermorite and long strip anhydrate besides quartz and other residual minerals from the iron tailings. The compressive strength is mainly attributed to the interconnected microstructure constituted of CSH gel and tobermorite. The thermal analysis also proved the existing of the main minerals. (C) 2016 Elsevier Ltd. All rights reserved.
机构:
Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Hubei, Peoples R ChinaWuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Hubei, Peoples R China
Li, Xiang-guo
Chen, Quan-bin
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Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Hubei, Peoples R ChinaWuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Hubei, Peoples R China
Chen, Quan-bin
Ma, Bao-guo
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Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Hubei, Peoples R ChinaWuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Hubei, Peoples R China
Ma, Bao-guo
Huang, Jian
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Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Hubei, Peoples R ChinaWuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Hubei, Peoples R China
Huang, Jian
Jian, Shou-wei
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Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Hubei, Peoples R ChinaWuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Hubei, Peoples R China
Jian, Shou-wei
Wu, Bei
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Delft Univ Technol, Microlab, Fac Civil Engn & GeoSci, NL-2600 Delft, NetherlandsWuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Hubei, Peoples R China
机构:
School of Environmental and Civil Engineering, Jiangnan University, Jiangsu Province, Wuxi,214026, ChinaSchool of Environmental and Civil Engineering, Jiangnan University, Jiangsu Province, Wuxi,214026, China
Zhang, Xin
Feng, Xiaoping
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School of Environmental and Civil Engineering, Jiangnan University, Jiangsu Province, Wuxi,214026, ChinaSchool of Environmental and Civil Engineering, Jiangnan University, Jiangsu Province, Wuxi,214026, China
Feng, Xiaoping
Wang, Zhenping
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College of Safety Science and Engineering, Xi'an University of Science and Technology, Shaanxi Province, Xi'an,710054, ChinaSchool of Environmental and Civil Engineering, Jiangnan University, Jiangsu Province, Wuxi,214026, China
Wang, Zhenping
Jian, Junchang
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机构:
Yanmei Heze Energy and Chemical Co., Ltd, Zhaolou Coal Mine, Shandong Province, Yuncheng,274700, ChinaSchool of Environmental and Civil Engineering, Jiangnan University, Jiangsu Province, Wuxi,214026, China
Jian, Junchang
Chen, Shuo
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机构:
Beidou Tiandi Co, Ltd, Shaanxi Province, Xi'an,710100, ChinaSchool of Environmental and Civil Engineering, Jiangnan University, Jiangsu Province, Wuxi,214026, China
Chen, Shuo
Luo, Wei
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Yanmei Heze Energy and Chemical Co., Ltd, Zhaolou Coal Mine, Shandong Province, Yuncheng,274700, ChinaSchool of Environmental and Civil Engineering, Jiangnan University, Jiangsu Province, Wuxi,214026, China
Luo, Wei
Zhang, Cong
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School of Environmental and Civil Engineering, Jiangnan University, Jiangsu Province, Wuxi,214026, ChinaSchool of Environmental and Civil Engineering, Jiangnan University, Jiangsu Province, Wuxi,214026, China