Adjusting method for water consumption by mortar used in rheological test
A rheological test and adjustment method technology, applied in flow characteristics, measuring devices, instruments, etc., can solve problems such as failure, inability to conduct tests, inaccurate adjustment of water consumption, etc.
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specific Embodiment approach 1
[0027] Embodiment 1: A method for adjusting water consumption of mortar for rheological tests in this embodiment is carried out according to the following steps:
[0028] 1. Arrange the standard set of sieves in descending order from the sieve hole width from large to small. Among them, the hole width of the sampling sieve with the smallest sieve hole width is 0.15mm, forming a set of sieves, and drying the normal graded sand to absolute In the dry state, the dried sand was sieved into different particle sizes with a cover to obtain 7 groups of sand;
[0029] 2. Calculate the average particle size d of sand in group i after sieving mi :
[0030] d mi =(d pi +d ri ) / 2;
[0031] In the formula, d pi is the hole width of the sieve holes in the upper sand layer of the i-th layer, d ri is the pore width of the sieve hole in the i-th subsand layer;
[0032] The surface area of each grain of sand is: s = π d mi ...
specific Embodiment approach 2
[0049] Specific embodiment 2: The difference between this embodiment and specific embodiment 1 is that the absolute dry state described in step 1 means that the sample sand is dried to a constant weight in a drying oven at 100°C~110°C, and then The state after cooling to room temperature in a desiccator. Others are the same as in the first embodiment.
specific Embodiment approach 3
[0050] Specific embodiment 3: The difference between this embodiment and specific embodiment 1 or 2 is that the normal graded sand described in step 1 is the natural sand graded in zone II specified in "Building Sand GBT14684-2011" . Others are the same as in the first or second embodiment.
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