A c25 super slump concrete
A technology of concrete and slag powder, applied in the field of concrete, can solve the problems of unqualified building strength, poor dispersion and retention ability, and affect the strength of concrete, so as to achieve good economic and social benefits, stable work performance, and improve the overall quality.
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Embodiment 1
[0031] The C25 ultra-slump concrete described in this example per m 3 Including the following components: 150kg cement, 120kg limestone powder, 40kg mineral powder, 150kg river sand, 720kg machine-made sand, 350kg 4-16mm crushed stone, 680kg 16-25mm crushed stone, 4kg admixture and 160kg water. Wherein, the calcium carbonate content in the limestone powder is ≥75%; the mineral powder is S95 mineral powder; the fineness modulus of the machine-made sand is 2.8, and the MB value is 1.5; the fineness modulus of the river sand is 1.0, and the MB value is 0.5.
[0032] Among them, the admixture is prepared by the following method: first weigh 0.05g of polyacrylamide and 0.1g of organosilicon defoamer respectively, then dissolve them in 419.35g of water, stir them fully with a glass rod for 3min, then add 30g Sodium gluconate powder, 50g white sugar, 80g water-reducing mother liquor (FHJ), 420g slump-preserving mother liquor (FHB), fully stirred with a glass rod for 3 minutes, and fi...
Embodiment 2
[0039] The C25 ultra-slump concrete described in this example per m 3Including the following components: 142kg cement, 128kg limestone powder, 33kg mineral powder, 157kg river sand, 711kg machine-made sand, 1039kg gravel, 3.2kg admixture and 169kg water. Wherein, the calcium carbonate content in the limestone powder is ≥75%; the mineral powder is S95 mineral powder; the fineness modulus of the machine-made sand is 2.8, and the MB value is 1.5; the fineness modulus of the river sand is 1.0, and the MB value is 0.5.
[0040] Wherein, the admixture is prepared by the following method: firstly weigh 0.03g polyacrylamide and 0.13g organosilicon defoamer respectively, then dissolve them in 420g water, stir them fully with a glass rod for 3min, then add 22g glucose Sodium acid powder, 59g white sugar, 71g water-reducing mother liquor (FHJ), 428g slump-preserving mother liquor (FHB), fully stirred with a glass rod for 3 minutes, and finally added 0.3g of fatty alcohol sulfonate air-en...
Embodiment 3
[0043] The C25 ultra-slump concrete described in this example per m 3 Including the following components: 156kg cement, 113kg limestone powder, 47kg mineral powder, 141kg river sand, 728kg machine-made sand, 1023kg gravel, 4.7kg admixture and 155kg water. Wherein, the calcium carbonate content in the limestone powder is ≥75%; the mineral powder is S95 mineral powder; the fineness modulus of the machine-made sand is 2.8, and the MB value is 1.5; the fineness modulus of the river sand is 1.0, and the MB value is 0.5.
[0044] Among them, the admixture is prepared by the following method: first weigh 0.08g polyacrylamide and 0.09g organosilicon defoamer respectively, then dissolve them in 412g water, stir them fully with a glass rod for 3min, then add 37g glucose Sodium acid powder, 42g white sugar, 88g water-reducing mother liquor (FHJ), 413g slump-preserving mother liquor (FHB), fully stirred with a glass rod for 3 minutes, and finally added 0.8g of fatty alcohol sulfonate air-...
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