Concrete additive and concrete
A technology for concrete and additives, applied in the field of concrete, can solve the problems of single function and poor concrete maintenance effect, and achieve the effects of simple production process, low cost and good crack resistance.
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Embodiment 1
[0020] The concrete additive of the present embodiment is made from the raw materials of following parts by weight: 9 parts of fly ash, 10 parts of silicon dioxide powder, 10 parts of polypropylene fiber, 7 parts of zeolite powder, 5 parts of calcium lignosulfonate powder, 10 parts of acrylic emulsion, wherein the particle size of the fly ash is 30-50 μm, the silica powder is nano silica powder, and the polypropylene fiber is monofilament polypropylene.
[0021] The concrete of the above embodiment contains the above-mentioned concrete additive, and the mass of the concrete additive is 5wt% of the concrete mass.
[0022] The concrete of this embodiment contains the above-mentioned concrete modifier, and the quality of the concrete modifier is 3 wt% of the concrete mass.
[0023] The concrete obtained in Example 1 was tested with a concrete resistivity tester, and the resistivity was obtained as 0.46Ω·m in wet state and 1.62Ω·m in dry state.
[0024] The concrete obtained in E...
Embodiment 2
[0028] The concrete additive of the present embodiment is made from the raw materials of following parts by weight: 9 parts of fly ash, 10 parts of silicon dioxide powder, 10 parts of polypropylene fiber, 7 parts of zeolite powder, 5 parts of calcium lignosulfonate powder, 10 parts of acrylic emulsion, wherein the particle size of the fly ash is 30-50 μm, the silica powder is nano silica powder, and the polypropylene fiber is monofilament polypropylene.
[0029] The concrete of the above embodiment contains the above-mentioned concrete additive, and the mass of the concrete additive is 7wt% of the concrete mass.
[0030] The concrete obtained in Example 2 was tested with a concrete resistivity meter, and the resistivity was obtained as 0.52Ω·m in wet state and 1.64Ω·m in dry state.
[0031] The concrete obtained in Example 2 was tested according to GB / T19856.1, and its impulse current resistance ΔR%=2.7%.
[0032] The concrete obtained in Example 2 was subjected to a power fr...
Embodiment 3
[0035] The concrete additive of the present embodiment is made from the raw materials of following parts by weight: 12 parts of fly ash, 5 parts of silicon dioxide powder, 16 parts of polypropylene fiber, 4 parts of zeolite powder, 8 parts of calcium lignosulfonate powder, 5 parts of acrylic emulsion, wherein the particle size of the fly ash is 30-50 μm, the silica powder is nano silica powder, and the polypropylene fiber is monofilament polypropylene.
[0036] The concrete of the above embodiment contains the above-mentioned concrete additive, and the mass of the concrete additive is 10wt% of the concrete mass.
[0037] The concrete of this embodiment contains the above-mentioned concrete modifier, and the mass of the concrete modifier is 8wt% of the concrete mass.
[0038] The concrete obtained in Example 3 was tested with a concrete resistivity meter, and the resistivity was obtained as 0.46Ω·m in wet state and 1.56Ω·m in dry state.
[0039] The concrete obtained in Exampl...
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