A test method for the medium transmission test device of concrete under the coupled action of temperature-osmotic pressure-load
A test device, osmotic pressure technology, applied in the direction of measurement device, permeability/surface area analysis, strength characteristics, etc., to achieve the effect of small device size, convenient movement and simple structure
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Embodiment 1
[0051] In this example, an ultra-high-performance concrete sample with a water-binder ratio of 0.16 is used. The size is 100mm×100mm×100mm. The shape of the test block is a cube. It is taken out after steam curing for 3 days. The experimental solution in the application example is NaCl with a concentration of 10%. For the solution, the temperature of the experiment is 30°C, the osmotic pressure is 4MPa, and the stress ratio is 0.3 (ratio of required stress and concrete strength).
Embodiment 2
[0053] In this example, an ultra-high-performance concrete sample with a water-binder ratio of 0.16 is used. The size is 100mm×100mm×100mm. The shape of the test block is a cube. It is taken out after steam curing for 3 days. The experimental solution in the application example is NaCl with a concentration of 10%. For the solution, the experimental temperature is 70°C, the osmotic pressure is 4MPa, and the stress ratio is 0.3.
Embodiment 3
[0055] In this example, an ultra-high-performance concrete sample with a water-binder ratio of 0.16 is used. The size is 100mm×100mm×100mm. The shape of the test block is a cube. It is taken out after steam curing for 3 days. The experimental solution in the application example is NaCl with a concentration of 10%. For the solution, the experimental temperature is 30°C, the osmotic pressure is 2MPa, and the stress ratio is 0.3.
[0056] Figure 5 It is the change curve of water pressure with time. It can be seen that after 7 days of continuous action, the water pressure remains basically unchanged, indicating that the device has excellent airtightness. Figure 6-Figure 8 These are the chloride ion concentration distribution curves inside the concrete obtained in Examples 1 to 3 of the above-mentioned examples. It can be seen that the change trend of the chloride ion concentration is basically consistent with the results obtained in similar studies, and after changing parameters...
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Abstract
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