C35 low-gel-material self-compacting concrete and preparation method thereof
A technology of self-compacting concrete and low glue material, applied in the field of concrete, can solve the problems of restricting the application of self-compacting concrete, poor volume stability and durability, less self-compacting concrete, etc., and achieves improvement of wrapping, high early strength, and reduction of mold usage. amount of effect
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Embodiment 1-5
[0022] The raw material that following embodiment adopts is as follows:
[0023] 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 stone; the water-reducing agent is polycarboxylic acid high-efficiency water-reducing agent agent; the thickener used is hydroxypropyl methylcellulose; the early strength agent used is anhydrous sodium sulfate.
[0024] 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.
[0025] (1) Table 1 Specific mix ratio of Examples 1-5 kg / m 3
[0026]
[0027] (2) Workability test of fresh self-compacting concrete
[0028] According to the "Technical Regulations for the Application of Self-Compacting Concrete", the slump spread, T 50 , U-shaped and V-...
Embodiment 6-10
[0037] (1) Table 4 Example 6-10 Specific mix ratio kg / m 3
[0038]
[0039] (2) Workability test of fresh self-compacting concrete
[0040] 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.
[0041] Table 5 Work performance of fresh concrete
[0042]
[0043] (3) Self-compacting concrete strength test
[0044] 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
[0045] Table 6 Results of compressive strength of concrete at different ages MPa
[0046] serial number
1 day
3 days
7 days
28 days
Example 6
12.1
17.4
20.8
35.9
Example 7
15.1
17.8
21.2
36.7
Example 8 ...
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