Premixing environmental protection energy-saving concrete and preparation method thereof
An energy-saving concrete technology, applied in the field of concrete materials, can solve the problems of slow pace of recycling and utilization rate of less than 5%, and achieve the effect of reducing mining volume, saving cement consumption, reducing energy consumption and resource consumption
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Embodiment 1
[0034] The proportion of each component of concrete is as follows:
[0035] Cement: 223kg (42.5 Portland cement)
[0036] Water: 192kg
[0037] Fly ash: 65kg (according to the current national standard "Fly Ash Used in Cement and Concrete" (GB1596-2005) is Class C Class II)
[0038] Mineral powder: 65 kg (according to the current national standard "Granulated Blast Furnace Slag Powder Used in Cement and Concrete" (GB / T 18046-2000) is S95 grade).
[0039] Yellow sand: 785kg (medium sand)
[0040] Natural stone: 0kg
[0041] Regenerated coarse aggregate: 924kg (particle size 5-25mm, meeting claim 3)
[0042] Admixture: 2.13kg (wood-calcium ordinary water reducer, meeting the requirements of "Concrete Pumping Agent" (JC473-2001)) according to the above ratio of materials and in accordance with the "Standards for Test Methods of Mechanical Properties of Ordinary Concrete" (GB / T50081 -2002) and "Test Method for Long-term Performance and Durability of Ordinary Concrete" (GBJ82-...
Embodiment 2
[0049] The proportion of each component of concrete is as follows:
[0050] Cement: 223kg (42.5 Portland cement)
[0051] Water: 192kg
[0052] Fly ash: 65kg (according to the current national standard "Fly Ash Used in Cement and Concrete" (GB1596-2005) is Class C Class II)
[0053] Mineral powder: 65kg (according to the current national standard "Granulated Blast Furnace Slag Powder Used in Cement and Concrete" (GB / T 18046-2000) is S95 grade).
[0054] Yellow sand: 785 kg (medium sand)
[0055] Natural stones: 271kg (particle size 5-25mm)
[0056] Regenerated coarse aggregate: 631kg (particle size 5-25mm, meeting claim 3)
[0057] Admixture: 1.76kg (wood-calcium-based common water reducer, meeting the requirements of "Concrete Pumping Agent" (JC473-2001))
[0058] The materials were prepared according to the proportions mentioned above and their properties were tested according to the "Standards for Test Methods of Mechanical Properties of Ordinary Concrete" (GB / T50081-2...
Embodiment 3
[0065] The proportion of each component of concrete is as follows:
[0066] Cement: 200kg (42.5 Portland cement)
[0067] Water: 192kg
[0068] Fly ash: 65kg (according to the current national standard "Fly Ash Used in Cement and Concrete" (GB1596-2005) is Class C Class II)
[0069] Mineral powder: 88kg (according to the current national standard "Granulated Blast Furnace Slag Powder Used in Cement and Concrete" (GB / T 18046-2000) is S95 grade).
[0070] Yellow sand: 785kg (medium sand)
[0071] Natural stones: 354kg (particle size 5-25mm)
[0072] Regenerated coarse aggregate: 570kg (particle size 5-25mm, meeting claim 3)
[0073] Admixture: 1.76kg (wood-calcium-based common water reducer, meeting the requirements of "Concrete Pumping Agent" (JC473-2001))
[0074] The materials were prepared according to the proportions mentioned above and their properties were tested according to the "Standards for Test Methods of Mechanical Properties of Ordinary Concrete" (GB / T50081-20...
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