Compound admixture for high performance concrete
A high-performance concrete and composite admixture technology, applied in the field of composite admixtures, can solve the problems of high-performance concrete and high raw material costs, and achieve the effects of protecting the natural ecological environment, reducing production costs, and reducing costs
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Embodiment 1
[0018] Use P.o42.5 grade cement (58Mpa), high-silicon tailing sand, gravel, fly ash S1, S2, high-efficiency water reducer, and try to mix C110 plastic high-strength concrete.
[0019] 1. Determine the design strength of concrete: Rs28=1.15×100=115MPa plastic high-strength concrete
[0020] 2. Determine the particle diameter and apparent density of concrete constituent materials:
[0021] Gravel particle diameter 05-10mm; fineness modulus greater than 2.9 tailings artificial sand; cement specific surface area 4.3-10.6 times the fly ash S1, S1 specific surface area 4.3-10.3 times more than the fly ash S2.
[0022] Px=2750, Py=2700, Pc=2680, Ps1=Ps2=1900
[0023] 3. Determine the consumption of the main constituent materials for the preparation of near unit volume (close to one cubic meter): e set=40%, A=0.8, W / C=0.26
[0024] X=2750×(0.8-0.4)=1100kg
[0025] Y=2700×(1-0.4)×0.4=648kg
[0026] C ash=2680×(1-0.4)×0.42=257kg
[0027] C=C glue+C ash=138+257=395kg
[0028] S1=19...
Embodiment 2
[0040] Use P.o32.5 grade cement (42.1Mpa), high-efficiency water reducer, high-silicon tailings sand, and gravel to prepare C50 self-compacting concrete.
[0041] 1. Determine the design strength of concrete: Rs28=58Mpa self-compacting concrete
[0042] 2. Particle diameter and apparent density of concrete constituent materials: gravel particle diameter 05-10mm; fineness modulus greater than 2.7, tailings artificial sand; Px=2750, Py=2700, Pc=2650;
[0043] 3. Determine the dosage of the main constituent materials for the preparation of nearly unit volume concrete:
[0044] eset=50%, A=0.8, W / C=0.28;
[0045] X=2750×(0.8-0.5)=825kg
[0046] Y=2700×(1-0.5)×0.5=675kg
[0047] C ash=2650×(1-0.5)×0.52=331kg
[0048] C=C glue+C ash=138+331=469kg
[0049] W=469×0.28=131.3kg
[0050] Four. Concrete mix volume: Vconcrete=0.3+0.5×0.5+469 / 2650+0.1313=0.858m3;
[0051] Concrete porosity: econcrete = 131.3 / 858 = 15.3%;
[0052] Five. Concrete preparation strength: m=log 1.915.3=4....
Embodiment 3
[0062] Use P.o42.5 grade cement (50.1Mpa), high-efficiency water reducer, high-silicon tailings, gravel, fly ash, gasoline to prepare C60 plastic permeable concrete, the ambient temperature is above 200C, and the water permeability is about 0.001 cm / s .
[0063] 1. Determine the concrete design strength: Rs28=69Mpa permeable concrete
[0064] 2. Particle diameter and apparent density of concrete constituent materials:
[0065] Gravel particle diameter 05-10mm; fineness modulus greater than 2.7 tailings artificial sand; cement specific surface area 4.3-10.3 times finely ground fly ash S1, S1 specific surface area 4.3 times more than ground fine fly ash S2.
[0066] Px=2750, Py=2700, Pc=2680, Ps1=Ps2=1900, PH=660
[0067] 3. Determine the amount of the main constituent materials of the concrete near unit volume:
[0068] eset=40%, A=0.8, W / C=0.28,
[0069] X=2750×(0.8-0.4)=1100kg
[0070] Y=2700×(1-0.4)×0.4=648kg
[0071] C ash=2680×(1-0.4)×0.42=257kg
[0072] C=C glue+C ...
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