Plastic anti-crack modified fiber of cement-based material and prepn. process
A technology of cement-based materials and modified fibers, which is applied in the fields of materials science and engineering science, can solve the problems of resistance to chemical media erosion, small ultimate tensile strain, and rising costs of concrete maintenance and repair, and achieve improved frost resistance and plastic shrinkage cracking performance reduction effect
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Embodiment 1
[0031] Modified fiber volume percentage is:
[0032] Polypropylene Fiber 95%
[0033] Modifier 5%
[0034] The polypropylene fiber adopts trilobal shape, the fiber equivalent diameter is 34μm, and the fiber length is 20mm; the modifier uses non-ionic surfactant. After mixing polypropylene fiber with 0.10% volume fraction of cement mortar (32.5 ordinary cement: medium sand: water = 1:1:0.5), the reduction rate of plastic shrinkage cracking is about 100% as measured by the plate method, which is relatively Compared with the effect of the unmodified fiber, the cracking effect of the modified fiber is about 30%.
Embodiment 2
[0036] Modified fiber volume percentage is:
[0037] Polyacrylonitrile Fiber 60%
[0038] Glass Fiber 30%
[0039] Modifier 10%
[0040] The polyacrylonitrile fiber is rectangular, the fiber equivalent diameter is 100 μm, and the fiber length is 20 mm; the glass fiber is 6% zirconia, the fiber diameter is 13 μm, and the fiber length is 10 mm; the modifier is an anionic surfactant. After the modified fiber is mixed into cement mortar (32.5 ordinary cement: medium sand: water = 1:1:0.5) at a volume fraction of 0.04%, the reduction rate of plastic shrinkage cracking is about 95% as measured by the flat plate method, which is relatively Compared with the effect of the unmodified fiber, the cracking effect of the modified fiber is about 50%.
Embodiment 3
[0042] Modified fiber volume percentage is:
[0043] Nylon Fiber 49%
[0044] Mineral Fiber 49%
[0045] Modifier 2%
[0046] The nylon fiber is round or dumbbell-shaped, with a fiber diameter of 43 μm and a fiber length of 20 mm; the mineral fiber is round, with a fiber diameter of 8 μm and a fiber length of 15 mm; the modifier is a silane coupling agent. After the modified fiber was mixed into cement concrete (32.5 ordinary cement: 5-25mm crushed stone: medium sand: water = 1: 0.75: 0.75: 0.5) at a volume fraction of 0.20%, its effect on plastic shrinkage cracking was measured by the plate method. The reduction rate is about 93%. Compared with the effect of the unmodified fiber, the cracking effect of the modified fiber is about 40%.
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