High-performance anti-crack concrete and preparation process thereof
A preparation process and concrete technology, which is applied in the field of concrete, can solve problems such as cracking and affecting the service life of reinforced concrete, and achieve excellent crack resistance
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Embodiment 1
[0017] This example discloses a high-performance crack-resistant concrete, which includes 30-50 parts of cement, 60-90 parts of coarse aggregate, 30-50 parts of fine aggregate, 20-40 parts of water, 3-5 parts of water reducing agent, Anti-crack agent 10-15 parts.
[0018] In this embodiment, the anti-cracking agent includes 5-10 parts of nano-alumina, 5-8 parts of fly ash, 3-5 parts of hemihydrate gypsum, and 3-6 parts of dihydrate gypsum.
[0019] This embodiment also discloses a preparation process of high-performance crack-resistant concrete, comprising the following steps:
[0020] Step 1: Take 5-10 parts of nano-alumina, 5-8 parts of fly ash, 3-5 parts of hemihydrate gypsum, and 3-6 parts of dihydrate gypsum according to the number of parts by mass, pulverize them into powder in a ball mill, and mix them evenly to make anti-cracking agent;
[0021] Step 2: Take 60-90 parts of coarse aggregate and 30-50 parts of fine aggregate according to the parts by mass, wash and dry...
Embodiment 2
[0029] In this example, 40 parts of cement, 75 parts of coarse aggregate, 40 parts of fine aggregate, 30 parts of water, 4 parts of water reducing agent, 12 parts of anti-cracking agent, 8 parts of nano-alumina, 6 parts of fly ash, half 4 parts of water gypsum, 5 parts of dihydrate gypsum.
Embodiment 3
[0031] In this example, 50 parts of cement, 90 parts of coarse aggregate, 50 parts of fine aggregate, 40 parts of water, 5 parts of water reducing agent, and 15 parts of anti-cracking agent. 10 parts of nano-alumina, 8 parts of fly ash, 5 parts of hemihydrate gypsum, 6 parts of dihydrate gypsum
[0032] Compared with ordinary concrete without anti-cracking agent, the performance comparison experiment is carried out, and the data are shown in the following table:
[0033] sample Compressive strength (MPa) Splitting tensile strength (MPa) ordinary concrete 26.9 2.36 Example 1 36.6 3.65 Example 2 38.4 4.56 Example 3 34.3 3.26
[0034] It can be seen from the table that the crack resistance of the concrete added with the anti-crack agent of this embodiment is significantly improved.
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Abstract
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