Method for improving high temperature resistance and freeze thawing resistance of high strength recycled concrete
A technology of recycled concrete and high temperature resistance, which is applied in the field of improving the high temperature resistance and freeze-thaw performance of high-strength recycled concrete
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Embodiment 1
[0025] 1) The waste concrete or construction waste is crushed and screened to obtain recycled coarse aggregate with a particle size of 2.36mm;
[0026] 2) After washing the recycled coarse aggregate obtained in step 1) with water, soak in water for 24 hours;
[0027] 3) Mix sand, cement and fly ash and then mix, mix basalt fibers in batches during the mixing to obtain Mixture I, then add coarse aggregate and water to Mixture I, and after fully mixing, pour the concrete ;
[0028] The mixing amount of the basalt fiber is 0.5kg / m 3 ;
[0029] The amounts of water, cement, fly ash, water reducing agent, sand and coarse aggregate are respectively 5.15 parts by weight, 13.72 parts of cement, 3.43 parts of fly ash, 0.0515 parts of water reducing agent, and 21.35 parts of sand. And 43.4 parts of coarse aggregate;
[0030] The coarse aggregate is composed of natural coarse aggregate and recycled coarse aggregate;
[0031] 4) The concrete described in step 3) is cured for the first time under t...
Embodiment 2
[0033] 1) The waste concrete or construction waste is crushed and sieved to obtain recycled coarse aggregate with a particle size of 10mm;
[0034] 2) After washing the recycled coarse aggregate obtained in step 1) with water, soak in water for 48 hours;
[0035] 3) Mix sand, cement and fly ash and then mix, mix basalt fibers in batches during the mixing to obtain Mixture I, then add coarse aggregate and water to Mixture I, and after fully mixing, pour the concrete ;
[0036] The blending amount of the basalt fiber is 4kg / m 3 ;
[0037] The amounts of water, cement, fly ash, water reducing agent, sand and coarse aggregate are 5.4 parts by weight, 14.56 parts of cement, 3.64 parts of fly ash, 0.0546 parts of water reducing agent, and 21.7 parts of sand, respectively. And 44.1 parts of coarse aggregate;
[0038] The coarse aggregate is composed of natural coarse aggregate and recycled coarse aggregate;
[0039] 4) The concrete described in step 3) is cured for the first time under the co...
Embodiment 3
[0041] 1) The waste concrete or construction waste is crushed and screened to obtain recycled coarse aggregate with a particle size of 19mm;
[0042] 2) After washing the recycled coarse aggregate obtained in step 1) with water, soak in water for 72 hours;
[0043] 3) Mix sand, cement and fly ash and then mix, mix basalt fibers in batches during the mixing to obtain Mixture I, then add coarse aggregate and water to Mixture I, and after fully mixing, pour the concrete ;
[0044] The blending amount of the basalt fiber is 5kg / m 3 ;
[0045] The amounts of water, cement, fly ash, water reducing agent, sand and coarse aggregate are 5.4 parts by weight, 14.56 parts of cement, 3.64 parts of fly ash, 0.0546 parts of water reducing agent, and 21.7 parts of sand, respectively. And 44.1 parts of coarse aggregate;
[0046] The coarse aggregate is composed of natural coarse aggregate and recycled coarse aggregate;
[0047] 4) The concrete described in step 3) is cured for the first time under the ...
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