Mixed basalt fiber reinforced concrete and preparation method thereof
A technology of basalt fiber and reinforced concrete, which is applied in the field of building materials, can solve the problems of reducing the compressive strength of concrete, the compressive strength of concrete, and the enhancement effect of flexural strength is not very obvious, and achieves improved splitting tensile strength and good application. Prospects, Inhibiting Effects of Emergence and Development
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[0029] In other embodiments, a method for preparing hybrid basalt fiber reinforced concrete is disclosed, the method comprising the following steps: (a), stirring the aggregate and gel material evenly to obtain an aggregate mixture; (b), Add chopped basalt fiber bundles and chopped basalt fibers into the aggregate mixture, stir, gradually add the mixed liquid during the stirring process, and continue stirring evenly to obtain hybrid basalt fiber reinforced concrete. Further, the preparation method of hybrid basalt fiber reinforced concrete comprises the following steps: (a), stirring aggregate and gel material for 1 to 3 minutes, and stirring evenly to obtain aggregate mixture; (b), mixing chopped basalt fiber Add bundles and chopped basalt fibers into the aggregate mixture and stir for 1 to 3 minutes. During the stirring process, gradually add water and water reducer mixture, continue stirring for 2 to 5 minutes, and stir evenly to obtain hybrid basalt fiber reinforced concret...
Embodiment 1
[0035] In Example 1, the cubic compressive strength of hybrid basalt fiber reinforced concrete is compared as an example.
[0036] The ingredients and components of the concrete are as follows, the water-cement ratio is 0.34, the cement strength is 42.5, and other mix ratios are shown in Table 1.
[0037] The size of the cube test block used in this embodiment is 150mm×150mm×150mm. There are three test pieces in each group. A total of 7 groups of experiments are carried out. The components of each group of experiments are shown in Table 2.
[0038] Table 1 Concrete mix ratio
[0039]
[0040] Table 2 Example 1 cube compressive strength test component list
[0041]
[0042] L1-0 is a control experiment, the dosage of chopped basalt fiber bundles and chopped basalt fibers is 0. L1-1 to L1-6 are experiments with different chopped basalt fiber bundles and chopped basalt fiber content, the table lists the chopped basalt fiber bundle content, chopped basalt fiber content, an...
Embodiment 2
[0045] In Example 2, an exemplary comparison is made on the splitting tensile strength of hybrid basalt fiber reinforced concrete.
[0046] Concrete benchmark mix ratio is the same as in Example 1.
[0047] The cube test block used in this embodiment has a size of 150mm×150mm×150mm. There are three test pieces in each group. A total of 7 groups of experiments are carried out. The components of each group of experiments are shown in Table 3.
[0048] Table 3 embodiment 2 cube splitting tensile strength test component list
[0049]
[0050] L2-0 is a control experiment, the dosage of chopped basalt fiber bundles and chopped basalt fibers is 0. L2-1 to L2-6 are the experiments of different chopped basalt fiber bundles and chopped basalt fiber content, the table lists the chopped basalt fiber bundle content, chopped basalt fiber content, hybrid basalt fiber reinforced concrete test blocks The growth rate of splitting tensile strength and splitting compressive strength.
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