Preparation method of filling cementitious material
A cementitious material and dry process technology, which is applied to lime sulfur mixture residue and desulfurization ash to prepare filling cementitious material, and uses steel slag and slag field to solve problems such as no large-scale application, and achieve good social and economic benefits, The effect of high content of waste residue and improving system strength
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Embodiment 1
[0016] By weight, mix 50% lime sulfur residue with 50% dry and semi-dry desulfurization ash, and calcinate at 300°C for 50 minutes to obtain modified slag; steel slag, slag, and modified slag are mixed in a ratio of 26:68:6 Grinding to a specific surface area of 412m 2 / kg to obtain the cementitious material; carry out the strength test according to GB / T17671-1999 "Cement mortar strength test method (ISO method)".
Embodiment 2
[0018] By weight, mix 60% lime sulfur residue with 40% dry and semi-dry desulfurization ash, and calcinate at 450°C for 10 minutes to obtain modified slag; mix steel slag, slag, and modified slag in a ratio of 43:55:2 Grinding to a specific surface area of 496m 2 / kg to obtain the cementitious material; carry out the strength test according to GB / T17671-1999 "Cement mortar strength test method (ISO method)".
Embodiment 3
[0020] By weight, mix 70% lime sulfur residue with 30% dry and semi-dry desulfurization ash, and calcinate at 380°C for 30 minutes to obtain modified slag; mix steel slag, slag, and modified slag in a ratio of 50:40:10 Grinding to a specific surface area of 539m 2 / kg to obtain the cementitious material; carry out the strength test according to GB / T17671-1999 "Cement mortar strength test method (ISO method)".
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