A kind of modified steel fiber reinforced concrete for bridge pouring
A bridge pouring and steel fiber technology is applied in the field of bridge pouring, which can solve the problems of difficulty in improving the quality of steel fiber concrete, little improvement in strength, and fiber agglomeration and sinking. The effect of improving the surface acid and alkali resistance
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Embodiment 1
[0035] A modified steel fiber reinforced concrete for bridge pouring and its manufacturing method is characterized in that it comprises the following parts by weight: 100 parts of raw cement, 12 parts of diatomite, 7 parts of magnesium oxide, 5 parts of calcium carbide slag, 7 parts of magnesium chloride, red 3 parts of mud, 120 parts of sand, 90 parts of gravel, 5 parts of modified steel fiber, 1 part of water reducer, 0.8 part of defoamer, 4 parts of fiber dispersant, 40 parts of water,
[0036] The steel fiber reinforced bridge pouring concrete manufacturing method comprises the following steps:
[0037] Step 1: Soak the steel fiber in polyethyleneimine solution for 12-18 hours, put it in a dryer after soaking and dry it at 50-60°C for 30 minutes, and set it aside;
[0038] Step 2: Mix 7 parts of urethane acrylate, 4 parts of geranyl acetate, 1 part of diisocyanate, 2 parts of benzophenone, and 50 parts of ethanol to obtain a UV-curable modification solution. The steel fibe...
Embodiment 2
[0045] A modified steel fiber reinforced concrete for bridge pouring and its manufacturing method is characterized in that it comprises the following parts by weight: 100 parts of raw cement, 10 parts of diatomite, 5 parts of magnesium oxide, 7 parts of calcium carbide slag, 7 parts of magnesium chloride, red 2 parts of mud, 120 parts of sand, 100 parts of gravel, 6 parts of modified steel fiber, 1 part of water reducer, 1 part of defoamer, 3 parts of fiber dispersant, 45 parts of water,
[0046] The steel fiber reinforced bridge pouring concrete manufacturing method comprises the following steps:
[0047] Step 1: Soak the steel fiber in polyethyleneimine solution for 12-18 hours, put it in a dryer after soaking and dry it at 50-60°C for 30 minutes, and set it aside;
[0048] Step 2: Mix 9 parts of urethane acrylate, 4 parts of geranyl acetate, 1 part of diisocyanate, 3 parts of benzophenone, and 60 parts of ethanol to obtain a UV-curable modified solution. The steel fiber obt...
Embodiment 3
[0055] A modified steel fiber reinforced concrete for bridge pouring and its manufacturing method is characterized in that it comprises the following parts by weight: 100 parts of raw cement, 18 parts of diatomite, 7 parts of magnesium oxide, 8 parts of calcium carbide slag, 6 parts of magnesium chloride, red 5 parts of mud, 110 parts of sand, 80 parts of gravel, 4 parts of modified steel fiber, 2 parts of water reducer, 0.5 part of defoamer, 5 parts of fiber dispersant, 50 parts of water,
[0056] The steel fiber reinforced bridge pouring concrete manufacturing method comprises the following steps:
[0057] Step 1: Soak the steel fiber in polyethyleneimine solution for 12-18 hours, put it in a dryer after soaking and dry it at 50-60°C for 30 minutes, and set it aside;
[0058] Step 2: Mix 10 parts of urethane acrylate, 2 parts of geranyl acetate, 2 parts of diisocyanate, 2 parts of benzophenone, and 50 parts of ethanol to obtain a UV-curable modified solution. The steel fiber...
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