Low alkalinity gel material for preparing concrete artificial reef and preparation thereof
A technology for cementing materials and artificial fish reefs, which is applied in the field of building materials, can solve the problems of increased cost of fish reefs, unfavorable growth of brown algae, red algae and microorganisms, and decreased early strength of concrete, and achieves the advantages of being conducive to growth and habitat, promoting The effect of marine ecological restoration and energy saving
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Embodiment 1
[0016] Mix and grind water-quenched blast furnace slag at 60% by weight with 10% fly ash, 25% phosphogypsum and 5% ferric sulfate to achieve a specific surface area of 750m 2 / kg, the low-alkalinity cementitious material used to manufacture concrete artificial fish reefs is obtained. The cementitious material is mixed with water, the water / cement ratio is 0.22, and 1% UNF-5 superplasticizer is added. The prepared clean slurry test block was maintained at 20°C and a relative humidity of 95%. After curing, the compressive strength of the clean pulp test block at each stage is 28.5MPa on 1 day, 58.7MPa on 3 days, 79.6MPa on 7 days, and 96.4MPa on 28 days. The test block after curing for 28 days was broken and ground to a specific surface area of 250m 2 / kg, 80 micron sieve is 5.6%. Soak the ground sample powder in seawater with a weight ratio of 1:1 at 20°C for 7 days, and mix for 60 minutes every day. Filter the soaked mud and measure the pH value of the filtrate. Add f...
Embodiment 2
[0027] Mix 80% water-quenched blast furnace slag with 5% oil shale refinery residue, 10% anhydrite and 5% ferric sulfate to achieve a specific surface area of 650m 2 / kg, the low-alkalinity cementitious material used to manufacture concrete artificial fish reefs is obtained. The cementitious material is mixed with water, the water / cement ratio is 0.22, and 1% UNF-5 superplasticizer is added. The prepared clean slurry test block was maintained at 20°C and a relative humidity of 95%. The compressive strengths of the clean pulp test blocks after curing are 23.5MPa at 1 day, 59.7MPa at 3 days, 89.6MPa at 7 days, and 106.4MPa at 28 days. The test block after curing for 28 days was broken and ground to a specific surface area of 250m 2 / kg, 80 micron sieve is 5.8. Soak the ground sample powder in seawater with a weight ratio of 1:1 at 20°C for 7 days, and mix for 60 minutes every day. Filter the soaked mud and measure the pH value of the filtrate. Add fresh seawater to the f...
Embodiment 3
[0038] Pre-grind water-quenched blast furnace slag to a specific surface area of 650m 2 / kg, then the ground slag superfine powder is mixed with 53% by weight, 20% fly ash, 25% desulfurized gypsum and 2% ferric chloride to make a specific surface area of 800m 2 / kg, the low-alkalinity cementitious material used to manufacture concrete artificial fish reefs is obtained. The cementitious material is mixed with water, the water / cement ratio is 0.22, and 1.5% of UNF-5 superplasticizer is added. The prepared clean slurry test block was maintained at 20°C and a relative humidity of 95%. After curing, the compressive strength of the clean pulp test block at each stage is: 38.5MPa in 1 day, 65.7MPa in 3 days, 84.6MPa in 7 days, and 103.5MPa in 28 days. The test block after curing for 28 days was broken and ground to a specific surface area of 250m 2 / kg, 80 micron sieve is 5.8. Soak the ground sample powder in seawater with a weight ratio of 1:1 at 20°C for 7 days, stirring ...
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