Non-autoclaving high-performance prestressed high-strength concrete pile
A high-strength concrete and concrete technology, which is applied in sheet pile walls, buildings, and infrastructure engineering, can solve the problems of reducing concrete performance and increasing the environmental protection burden of production enterprises, so as to improve various performances, reduce environmental protection burdens, and reduce production costs. Effect
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Embodiment 1
[0014] Take 100kg of special mineral admixture and 300kg of cement to form a cementitious material, and mix it with other concrete auxiliary materials to form concrete containing 400kg of cementitious material per cubic meter, wherein the self-made special mineral admixture consists of slag micropowder, calcium sulfate, Composed of active silica, calcium oxide and fly ash, the proportion of each component to the total concrete is: 15% slag powder, 6% calcium sulfate, 5% active silica, 4% calcium oxide, fly ash 15%. Then, it is formed by centrifugation, then left to stand for 1-1.5 hours, cured by steam for 6 hours under the condition of curing temperature of 80-85°C, and then naturally cured for 3-7 days to obtain the high-performance concrete pipe pile of the present invention.
Embodiment 2
[0016] Take 100kg of special mineral admixture and 320kg of cement to form a cementitious material, and mix it with other concrete auxiliary materials to form concrete containing 420kg of cementitious material per cubic meter, wherein the self-made special mineral admixture consists of slag micropowder, calcium sulfate, Composed of active silica, calcium oxide and fly ash, the proportion of each component to the total concrete is: 20% of slag powder, 7% of calcium sulfate, 6% of active silica, 3% of calcium oxide, fly ash 8%. The high-performance concrete pipe pile of the present invention can be obtained by centrifugal molding, standing still for 1 to 1.5 hours, curing with steam for 6 hours at a curing temperature of 80 to 85°C, and then curing naturally for 3 to 7 days.
Embodiment 3
[0018] Take 150kg of special mineral admixture and 310kg of cement to form a cementitious material, and mix it with other concrete auxiliary materials to form concrete containing 460kg of cementitious material per cubic meter, wherein the self-made special mineral admixture consists of slag micropowder, calcium sulfate, Composed of active silica, calcium oxide and fly ash, the proportion of each component to the total concrete is: 20% slag powder, 10% calcium sulfate, 5% active silica, 2% calcium oxide, fly ash 8%. The high-performance concrete pipe pile of the present invention can be obtained by centrifugal molding, standing still for 1 to 1.5 hours, curing with steam for 6 hours at a curing temperature of 80 to 85°C, and then curing naturally for 3 to 7 days.
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