Device and method for monitoring pore evolution before initial setting of hydraulic concrete in high-cold region
A hydraulic concrete and monitoring device technology, applied in the direction of measuring devices, suspension and porous material analysis, instruments, etc., can solve the problem of not being able to obtain the pore evolution before the initial setting of concrete, and achieve high accuracy of observation records, convenient operation, and structural simple effect
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0058] What is selected in this embodiment is the mixing ratio of hydraulic concrete in the following table (unit: kg / m 3 ).
[0059] water cement sand stone water reducer Air entraining agent 135 268 854 1070 2.51 0.02
[0060] Put the experimental raw materials into the transparent Yuantong 6 in advance, and the ambient temperature is set according to the actual test data: the set air pressure value is 101kpa, the temperature is 20°C, and the humidity is 95%.
[0061] Other processes are carried out as described above.
Embodiment 2
[0063] The difference from Example 1 is that the ambient temperature is set according to the actual test data: the air pressure is set to be 70kpa, the temperature to be 5°C, and the humidity to be 70%.
Embodiment 3
[0065] The difference from Example 1 is that the ambient temperature is set according to the actual test data: the air pressure is set to be 50kpa, the temperature to be 0°C, and the humidity to be 50%. Other processes and operations remain the same as in Example 1.
[0066] In the above three embodiments, the pore distribution evolution data in different time periods are counted respectively. Since the high-speed camera can only distinguish the distribution area of macropores, the percentage of the photographed area occupied by macropores is as follows:
[0067] Example Pore Type 1h 4h 12h 16h 24h 1 big hole 2.50% 2.30% 1.90% 1.70% 1.20% 2 big hole 2.10% 1.80% 1.40% 1.20% 1.10% 3 big hole 1.40% 1.20% 0.90% 0.70% 0.60%
[0068] According to the data analysis, due to the addition of air-entraining agent in the hydraulic concrete, under the environment of low air pressure, low temperature and low humidity, the splash reac...
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 


