Concrete with good wear resistance and preparation method thereof
A technology for wear resistance and concrete, applied in the field of concrete, can solve the problem of insignificant improvement of concrete wear resistance, and achieve the effects of improving wear resistance, bonding strength and crack resistance.
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Embodiment 1
[0044] A preparation method of concrete with good wear resistance:
[0045] Add 78kg of fly ash, 62kg of blast furnace slag, 690kg of sand, 1080kg of gravel, 5.6kg of polyvinyl alcohol and 1.4kg of para-aramid fiber into the concrete mixer, mix and stir for 4 minutes, then add 250kg of cement, continue mixing and stirring for 2 minutes, and then add 6.2 kg of water reducing agent and 122kg of water, and continue to mix and stir for 1min to obtain concrete with good wear resistance.
[0046] Wherein the length of the para-aramid fiber is 5-7mm.
Embodiment 2
[0048] A preparation method of concrete with good wear resistance:
[0049] Add 95kg of fly ash, 72kg of blast furnace slag, 665kg of sand, 1150kg of gravel, 6.9kg of polyvinyl alcohol and 2.3kg of para-aramid fiber into the concrete mixer, mix and stir for 3 minutes, then add 220kg of cement, continue mixing and stirring for 2 minutes, and then add 7.2 kg water reducer and 105kg water, continue to mix and stir for 1min to obtain concrete with good wear resistance.
[0050] Wherein the length of the para-aramid fiber is 5-7mm.
Embodiment 3
[0052] A preparation method of concrete with good wear resistance:
[0053] Add 85kg of fly ash, 56kg of blast furnace slag, 680kg of sand, 1120kg of gravel, 7.7kg of polyvinyl alcohol and 1.8kg of para-aramid fiber into the concrete mixer, mix and stir for 3 minutes, then add 236kg of cement, continue to mix and stir for 2 minutes, and then add 6.7 kg of water reducer and 115kg of water, and continue to mix and stir for 1 min to obtain concrete with good wear resistance.
[0054] Wherein the length of the para-aramid fiber is 5-7mm.
[0055] In order to reflect the difference between Example 1 and Example 3 more clearly, the differences in raw material proportions between Example 1 and Example 3 are listed in Table 1.
[0056] Table 1
[0057] Example 1 Example 2 Example 3 cement (kg) 250 220 236 Fly ash (kg) 78 95 85 Blast furnace slag (kg) 62 72 56 Sand (kg) 690 665 680 Gravel (kg) 1080 1150 1120 Polyvinyl alcoho...
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