Concrete durability test device and evaluation method under the coupling of load and freeze-thaw cycle
A freeze-thaw cycle and evaluation method technology, which is applied in measuring devices, using stable tension/pressure to test material strength, material thermal analysis, etc. The effect of load, guaranteeing accuracy and guaranteeing safety
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Embodiment 1
[0049] 1. Concrete is prepared, and the concrete components are configured according to the following mass ratios:
[0050] P.O42.5 ordinary silicon cement: mineral powder: water: medium sand: 5-25mm crushed stone: superplasticizer = 1:0.25:0.45:2.0:3.1:0.008, the design strength grade is C40, and the measured compressive strength is 47.6MPa, slump 160mm, gas content 3.0%
[0051] 2. The concrete cylinder specimen 7 (Ф50×150mm) to be tested and evaluated is prepared by using a steel mold, and the strain sensor 8 is carefully embedded in the concrete forming process, and then the mold is removed and maintained until the predetermined age.
[0052] 3. See figure 1 , Install and debug the load application device, and install two cylindrical concrete specimens 7 on a set of load application devices, and use a stainless steel backing plate with a diameter of 50mm and a thickness of 5mm to isolate the concrete cylinder specimens 7 ;
[0053] 4. Connect the lead wire of the sensor...
Embodiment 2
[0059] 1. Concrete is prepared, and the concrete components are configured according to the following mass ratios:
[0060]P.O42.5 ordinary silicon cement: mineral powder: fly ash: water: medium sand: 5-25mm gravel: superplasticizer = 1:0.20:0.15:0.45:1.9:3.1:0.008, design strength level C40 , the measured strength is 44.8MPa, the slump is 150mm, and the gas content is 3.5%.
[0061] 2. According to the steps 2 to 5 of Example 1, the mixed solution made of 5% sodium sulfate solution and 3.5% sodium chloride solution is used instead of water as the freeze-thaw medium, and the applied load of the concrete specimen is 40% of the ultimate load of the specimen. %, carry out the load and freeze-thaw coupling test of the specimen.
[0062] The concrete specimen of this embodiment was subjected to a freeze-thaw cycle coupling test under the condition that the applied load was 30% of its ultimate strength, and the critical value of failure of the concrete prepared in Example 1 was 200...
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