Bridge joint ultrahigh crack-resistance concrete and preparation method thereof
A crack-resistant and concrete technology, which is applied in the field of ultra-high crack-resistant concrete for bridge joints and its preparation, can solve the problems of large viscosity coefficient of concrete, difficult to form self-compacting, and large amount of concrete cementitious materials, etc. The effect of crack resistance and durability
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Embodiment 1
[0017] A bridge joint ultra-high crack resistance concrete, comprising in parts by weight: 40 parts of cement, 4 parts of silica fume, 13 parts of diatomite, 18 parts of slag powder, 12 parts of red sandstone powder, polycarboxylate water reducing 3 parts of agent, 6 parts of steel fiber, 12 parts of polyacrylonitrile fiber, 12 parts of water. Among them, the steel fiber has a diameter of 0.18 mm and a length of 12 mm, and the polyacrylonitrile fiber has a diameter of 19 μm and a length of 8 mm.
[0018] The preparation method of the above bridge joint ultra-high crack resistance concrete includes the following steps.
[0019] (1) Mix cement, slag powder and red sandstone powder and stir evenly to obtain a cement mixture.
[0020] (2) Mix silica fume, diatomaceous earth, steel fiber and polyacrylonitrile fiber and stir well.
[0021] (3) Dissolve polycarboxylate superplasticizer in water.
[0022] (4) Add 1 / 2 of the total volume of the polycarboxylate superplasticizer aqueo...
Embodiment 2
[0027] A bridge joint ultra-high crack resistance concrete, comprising in parts by weight: 70 parts of cement, 9 parts of silica fume, 25 parts of diatomaceous earth, 30 parts of slag powder, 18 parts of red sandstone powder, polycarboxylate water reducing 7 parts of agent, 13 parts of steel fiber, 19 parts of polyacrylonitrile fiber, 20 parts of water. Wherein, the steel fiber has a diameter of 0.21 mm and a length of 13 mm, and the polyacrylonitrile fiber has a diameter of 21 μm and a length of 16 mm.
[0028] The preparation method of the above bridge joint ultra-high crack resistance concrete includes the following steps.
[0029] (1) Mix cement, slag powder and red sandstone powder and stir evenly to obtain a cement mixture.
[0030] (2) Mix silica fume, diatomaceous earth, steel fiber and polyacrylonitrile fiber and stir evenly to obtain a silica fume mixture.
[0031] (3) Dissolve polycarboxylate superplasticizer in water.
[0032] (4) Add 1 / 2 of the total volume of ...
Embodiment 3
[0037] A bridge joint ultra-high crack resistance concrete, comprising in parts by weight: 55 parts of cement, 6 parts of silica fume, 20 parts of diatomite, 25 parts of slag powder, 15 parts of red sandstone powder, polycarboxylate water-reducing 4 parts of agent, 10 parts of steel fiber, 14 parts of polyacrylonitrile fiber, 15 parts of water. Among them, the steel fiber has a diameter of 0.23 mm and a length of 14 mm, the polyacrylonitrile fiber has a diameter of 22 μm and a length of 20 mm, and the particle size of the red sandstone powder is 19 μm.
[0038] The preparation method of the above bridge joint ultra-high crack resistance concrete includes the following steps.
[0039] (1) Mix cement, slag powder and red sandstone powder and stir evenly to obtain a cement mixture.
[0040] (2) Mix silica fume, diatomaceous earth, steel fiber and polyacrylonitrile fiber and stir evenly to obtain a silica fume mixture.
[0041] (3) Dissolve polycarboxylate superplasticizer in wa...
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