C35 low-gel-material self-compacting water-tolerant concrete and preparation method thereof
A self-compacting and concrete technology, applied in the field of concrete, can solve the problems of affecting the service life of the floor and the fragile surface of the board, and achieve the effects of saving resources, reducing production costs, and improving the package.
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Embodiment 1-5
[0025] The raw material that following embodiment adopts is as follows:
[0026] Cement to PO 4 2.5, secondary fly ash, fine river sand with a fineness modulus of 1.9, machine-made sand with a fineness modulus of 3.3, and continuously graded 2-25mm crushed stones; the water reducing agent is polycarboxylic acid high-efficiency water reducing agent; the thickener used is hydroxypropyl methylcellulose; the early strength agent used is anhydrous sodium sulfate.
[0027] On the basis of the above raw materials, the design strength level of the laboratory is C35 self-compacting concrete mix ratio, and the amount of cementitious material is not more than 350kg / m 3 , see the table below for details.
[0028] (1) Specific mixing ratio of Examples 1-5 in Table 1 kg / m 3
[0029]
[0030] (2) Workability test of fresh self-compacting concrete
[0031] According to the "Technical Regulations for the Application of Self-Compacting Concrete", the slump spread, T 50 , U-shaped and V...
Embodiment 6-10
[0040] (1) Table 4 Example 6-10 Specific mix ratio kg / m 3
[0041]
[0042] (2) Workability test of fresh self-compacting concrete
[0043] According to the "Technical Regulations for the Application of Self-Compacting Concrete", the slump spread, T 50 , U-shaped and V-shaped. The results show that the working performance of fresh concrete with all mix ratios meets the standard requirements, see Table 5 for details.
[0044] Table 5 Work performance of fresh concrete
[0045]
[0046] (3) Self-compacting concrete strength test
[0047] According to relevant national standards, the compressive strength of concrete was tested for 1 day, 3 days, 7 days and 28 days, see Table 6 for details
[0048] Table 6 Results of compressive strength of concrete at different ages MPa
[0049] serial number
1 day
3 days
7 days
28 days
Example 6
12.1
17.4
20.8
35.5
Example 7
15.1
17.8
21.2
36.9
Example 8 ...
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