Low-strength low-permeability concrete and preparation method thereof
A concrete and low water permeability technology, applied in the field of building materials, can solve the problems of large internal porosity and good water permeability, and achieve the effects of low water permeability, high core-pulling continuity and less pile bottom sediment.
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[0040] The present invention also provides a preparation method of low-strength and low-permeability concrete, comprising the steps of:
[0041] S1: Try mixing 40-60 liters of concrete, and determine the amount of each component according to the mass ratio of the components of each cubic concrete mixture;
[0042] S2: In order to fully and evenly mix the various components during mixing, before mixing, beat the large piece of clay into a block with a particle size of less than 50mm, take out 15-20% of the water to wet the inner wall of the mixer, and weigh the Put the good clay and sand into the mixer and stir for 30-40 seconds; the inner wall of the mixer should be wetted with water first, so that it is not easy to make the mixture stick to the inner wall when adding the mixture later, first pour the clay and sand into the mixer, and stir Evenly, then add cement and fly ash, then add 50-60% of water, and stir for 40-60s; at this time, no water-reducing agent has been added, a...
Embodiment 1
[0047] The present embodiment provides a kind of low-strength low-permeability concrete, and its preparation method is as follows:
[0048] S1: Trial mix 60 liters of concrete, weigh each component cement: fly ash: clay: sand: water: water reducer;
[0049] S2: Beat a large piece of clay into a block with a particle size of less than 50mm, take out 15-20% of water to wet the inner wall of the mixer, add the weighed clay and sand into the mixer, and stir for 30-40s; add cement and pulverized coal ash, then add 50-60% of water, stir for 40-60s; then add water reducing agent and the remaining water, stir for 120-150s;
[0050] S3: Take out part of the mixture and put it into a slump bucket to measure the slump; if the slump is between 100 and 150mm, take out the mixture for mold-fitting curing, and maintain it under standard curing conditions for 28 days and measure the mold-fitting The compressive strength of the test block is qualified.
[0051] According to the weight ratio ...
Embodiment 2
[0076] Present embodiment provides a kind of low-strength and low-permeability concrete, and the weight of every cubic meter of concrete is as table 5:
[0077] Table 5. Concrete mix ratio used in embodiment 2
[0078]
[0079] Other operations are the same as in Example 1.
[0080] Among them, the cement is 32.5 slag Portland cement; the fly ash is Class F first-class fly ash; the sand is medium sand; the water reducer is a polycarboxylate high-performance water reducer with a water reducing rate of not less than 30%. ; The clay is clay with a plasticity index > 17; tap water is used for water.
[0081] In this implementation, the amount of cement and sand was reduced, and the amount of fly ash and clay was increased. By adjusting the amount of each mixture, the concrete prepared by the mix ratio in this example was applied to the water-stop pile. Through the drilling and coring test of the water-stop pile, it was found that the coring effect was good, the coring continuit...
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