Full-solid waste weak concrete material prepared with solid sulphur slag of fluidized bed fire coal
A coal-fired sulfur-fixing ash and fluidized bed technology, applied in the field of materials, can solve the problem of not making full use of the social, economic and environmental benefits of solid waste, not developing a solid waste gelling system, and not involving fluidized bed sulfur-fixing ash slag utilization and other issues, to achieve the effect of reducing material costs, facilitating popularization and application, and rapid strength development
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Embodiment 1
[0021] According to the following proportions, the following raw materials are mixed and poured by known methods to obtain concrete:
[0022] Fluidized bed sulfur fixation ash 375Kg
[0024] Phosphogypsum 50Kg
[0025] Extra fine sand 480Kg
[0026] 5~10mm gravel 440Kg
[0027] 10~31.5mm gravel 880Kg
[0028] The water consumption is controlled by the slump of 30-50mm
[0029] The strength development of the concrete in this example was measured, the 3d compressive strength was 1.55MPa, the 7d compressive strength was 3.42MPa, the 28d compressive strength was 9.47MPa, and the 120d compressive strength was 11.22MPa.
Embodiment 2
[0031] According to the following proportions, the following raw materials are mixed and rolled by known methods to form concrete:
[0032] Fluidized bed sulfur fixation ash 225Kg
[0033] Carbide slag 75Kg
[0034] Phosphogypsum 30Kg
[0035] Stone chips 640Kg
[0036] 5~10mm gravel 440Kg
[0037] 10~31.5mm gravel 850Kg
[0038] Water consumption 135kg
[0039] The unconfined compressive strength of the test piece was 1.23MPa for 3 days, 2.35MPa for 7 days, and 4.53MPa for 28 days. The concrete prepared in this embodiment can be used to build pavement bases.
Embodiment 3
[0041] According to the following proportions, the following raw materials are mixed and rolled by known methods to form concrete:
[0042] Fluidized bed sulfur fixation ash 180Kg
[0043] Carbide slag 45Kg
[0044] Phosphogypsum 50Kg
[0045] Extra fine sand 450Kg
[0046] 5~10mm gravel 450Kg
[0047] 10~31.5mm gravel 900Kg
[0048] Water consumption 120kg
[0049] The unconfined compressive strength of the test piece was 1.10MPa for 3 days, 2.38MPa for 7 days, and 4.05MPa for 28 days. The concrete prepared in this embodiment can be used to build pavement bases.
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