Pressure steam curing-free prestressed high-strength concrete pipe pile and method for producing same
A high-strength concrete, prestressed technology, applied in sheet pile walls, ceramic molding machines, buildings, etc., can solve problems such as increasing production costs, large thermal energy, and increasing the environmental protection burden of production enterprises, and achieves reduction in coal consumption, production costs, and lightening The effect of environmental burden
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Embodiment 1
[0019] Take 90kg of self-made special mineral admixture and 330kg of Portland cement to form the cementitious material. The special mineral admixture is composed of ultra-fine slag powder, ultra-fine quartz sand powder, bentonite and slag powder. The proportion of the total amount of cementitious materials is: ultrafine slag powder 20%, ultrafine quartz sand powder 5%, bentonite 0.2%, slag powder 1%, and it is mixed with other concrete auxiliary materials to form a concrete containing 420kg cementitious material per cubic meter , through centrifugal molding, then stop for 1 to 1.5 hours, steam curing for 8 hours at a curing temperature of 80 to 85°C, and then natural curing for 3 to 7 days to obtain the concrete pipe pile of the present invention.
Embodiment 2
[0021] Take 100kg of self-made special mineral admixture and 340kg of Portland cement to form the cementitious material. The special mineral admixture is composed of ultra-fine slag powder, ultra-fine quartz sand powder, bentonite and slag powder. The proportion of the total amount of cementitious materials is: ultrafine slag powder 20%, ultrafine quartz sand powder 5%, bentonite 0.2%, slag powder 5%, and it is mixed with other concrete auxiliary materials to form a concrete containing 440kg cementitious material per cubic meter , through centrifugal molding, then stop for 1 to 1.5 hours, steam curing for 8 hours at a curing temperature of 80 to 85°C, and then natural curing for 3 to 7 days to obtain the concrete pipe pile of the present invention.
Embodiment 3
[0023] Take 120kg self-made special mineral admixture and 320kg cement to form the cementitious material, wherein the special mineral admixture is composed of ultrafine slag powder, ultrafine quartz sand powder, bentonite and slag powder, and each component accounts for the total amount of cementitious material. The ratio of the amount is: 20% ultra-fine slag powder, 10% ultra-fine quartz sand powder, 0.5% bentonite, 5% slag powder, and mix it with other concrete auxiliary materials to form a concrete containing 440kg of cementitious material per cubic. Forming, then resting for 1 to 1.5 hours, curing with steam for 7 hours at a curing temperature of 80 to 85°C, and then curing naturally for 3 to 7 days to obtain the concrete pipe pile of the present invention.
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