A method for measuring the volume of concrete paste after mixing
A technology of concrete slurry and concrete, applied in the field of building materials, can solve the problem of not being able to truthfully reflect the real situation of admixtures
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Embodiment 1
[0065] In this example, the slurry volume of C30 freshly mixed concrete in a mixing station is tested according to the following method. In the freshly mixed concrete, the mix ratio of C30 is: water: cement: mineral powder: fly ash: sand: stone: admixture = 165:210:70:70:820:1040:7, assumed bulk density G=2382, measured bulk density G 0 =2385, within the allowable range of volume density, no adjustment is required. It is known that all indicators of the raw materials meet the requirements; the sand is medium sand with a modulus of 2.6, and the actual stones are 5-31.5 continuous graded stones.
[0066] (1) Test the volume V of the concrete after mixing 0 ;
[0067] (2) Pass the mixed concrete in step (1) through the first sieve, dry the material left on the first sieve at 105°C for 0.5h, and test the mass m of the material left on the first sieve 1 , and use the drainage method to test the density ρ of the material left on the first screen 1 , the aperture of the first scr...
Embodiment 2
[0082] In this example, the slurry volume of C40 freshly mixed concrete in a mixing station is tested according to the following method. In the freshly mixed concrete, the mix ratio of C40 is: water: cement: mineral powder: fly ash: sand: stone: admixture = 162:280:100:50:740:1050:8.6, assumed bulk density G=2390.6, measured bulk density G 0 =2391, within the allowable range of volume density, no adjustment is required. It is known that all indicators of the raw materials meet the requirements; the sand is medium sand with a modulus of 2.6, and the gravel is continuously graded gravel of 5-31.5.
[0083] (1) Test the volume V of the concrete after mixing 0 ;
[0084] (2) Pass the mixed concrete in step (1) through the first sieve, dry the material left on the first sieve at 100°C for 0.6h, and test the mass m of the material left on the first sieve 1 , and use the drainage method to test the density ρ of the material left on the first screen 1 , the aperture of the first s...
Embodiment 3
[0099] In this embodiment, the slurry volume of C50 freshly mixed concrete in a mixing station is tested according to the following method. In the freshly mixed concrete, the mix ratio of C50 is: water: cement: mineral powder: fly ash: sand: stone: admixture = 155:330:120:50:650:1090:10, assumed bulk density G=2405, measured bulk density G 0 =2404, within the allowable range of volume density, no adjustment is required. It is known that all indicators of the raw materials meet the requirements; the sand is medium sand with a modulus of 2.6, and the gravel is continuously graded gravel of 5-31.5.
[0100] (1) Test the volume V of the concrete after mixing 0 ;
[0101] (2) Pass the mixed concrete in step (1) through the first sieve, dry the material left on the first sieve at 110°C for 0.4h, and test the mass m of the material left on the first sieve 1 , and use the drainage method to test the density ρ of the material left on the first screen 1 , the aperture of the first s...
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