Bridge construction concrete and preparation method thereof
A technology for construction and concrete, applied in the field of concrete, can solve problems such as corrosion of steel bar structures, and achieve the effect of improving impermeability, improving uniformity and stability, and good stability.
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Embodiment 1
[0050] Embodiment 1: A concrete for bridge construction is prepared according to the following process.
[0051] (1) The hydrophobic filler is prepared according to the following process:
[0052] Step A1: Melt polyaryl silicone resin (organic silicon resin) and furfuryl alcohol phenolic resin (furan resin) at a weight ratio of 20:7 at a temperature of 280°C and stir evenly to obtain an adhesive; take 2.5 kg Adhesive and 29 kg of fly ash with an average particle size of 5 μm. Use a glue sprayer to spray the molten adhesive on the surface of the fly ash particles in the form of a spray. While spraying, stir the fly ash at 500 rpm. The stirring time is 2min, and the viscous carrier is obtained;
[0053] Step A2: When the temperature of the viscous carrier drops to 180°C, put the viscous carrier in a dryer, take 1.5kg of liquid pentafluorononyltrimethoxysilane (polysiloxane) and spray it through the atomizing nozzle On the viscous carrier, stir the viscous carrier at 100rpm while...
Embodiment 2-6
[0059] Embodiment 2-6: A kind of concrete for bridge construction. The difference from Embodiment 1 is that the content of each raw material component is different, and the corresponding components and quality are shown in Table 1.
[0060] Concrete components and proportioning table (㎏) for bridge construction in Table 1 embodiment 1-6
[0061]
[0062] Components and proportioning table (㎏) of hydrophobic filler in Table 2 embodiment 1-6
[0063]
Embodiment 7
[0064] Embodiment 7, a concrete for bridge construction, differs from Embodiment 1 in that the average particle size of fly ash in step A1 is 1 μm.
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