A kind of colored flexible permeable concrete and its preparation method and application
A permeable concrete and flexible technology, applied in roads, side ditch/curb, pavement details, etc., can solve the problem that tailings cannot be reused, and achieve the goal of promoting energy saving, emission reduction and comprehensive utilization, bright color and product quality improvement. Effect
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Embodiment 1
[0041] The specific dosage per cubic meter of raw materials used in this implementation is as follows: cement P.O42.5: 370kg; ordinary gravel 3-5mm: 412.5kg; 5-8mm: 1237.5kg; chlorite powder: 330kg; cementing agent: 15kg ; Water reducer: 5.5kg; Pigment: 4.5kg; Water: 107.3kg.
[0042] Take the ordinary crushed stone as the coarse aggregate and the chlorite powder as the fine aggregate, add them to the mixer and mix evenly; then add the cement, cement, water reducing agent, and pigment into the mixer at one time and stir for about 30 seconds; then mix and stir Add 100g of water to the final dry material to make dry hard concrete.
[0043] The colored flexible permeable concrete prepared by the present invention has a 28d compressive strength of 33.0MPa and a flexural tensile strength of 3.55MPa after testing. After 25 freeze-thaw cycles, the compressive strength loss rate is 9%, and the mass loss rate is 2%. The water permeability coefficient is 0.51mm / s, the wear resistance (...
Embodiment 2
[0045] The specific dosage per cubic meter of raw materials used in this implementation is as follows: cement P.O42.5: 370kg; magnesite tailings 3-5mm: 412.5kg; 5-8mm: 1237.5kg; chlorite powder: 330kg; : 15kg; water reducer: 5.5kg; pigment: 4.5kg; water: 107.3kg.
[0046] The preparation method is the same as in Example 1.
[0047] The 28d compressive strength of the prepared colored flexible permeable concrete is 31.2MPa, the flexural tensile strength is 3.51MPa, the compressive strength loss rate is 13%, the mass loss rate is 4%, and the water permeability coefficient is 0.55 after 25 freeze-thaw cycles mm / s, wear resistance (grind pit length): 30mm, porosity: 13%.
Embodiment 3
[0054] A colored flexible permeable concrete consisting of the following components:
[0055] Cement P.O32.5R: 20Kg; Ordinary gravel 3~5mm: 15kg, 5~8mm: 15kg; Magnesite tailings 3~5mm: 12.5Kg, 5~8mm: 12.5Kg; Chlorite powder: 18Kg; Agent: 0.45Kg; Water reducer: 0.4Kg; Pigment: 0.20Kg; Water: 5.95Kg.
[0056] The preparation method is the same as in Example 1.
[0057] The 28d compressive strength of the prepared colored flexible permeable concrete is 24.6MPa, the flexural tensile strength is 2.5MPa, the compressive strength loss rate is 12% after 25 freeze-thaw cycles, the mass loss rate is 3.7%, and the water permeability coefficient is 0.56 mm / s, wear resistance (grind pit length): 32.4mm, porosity: 13%.
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