Concrete strength rapid determination method
A technology for rapid determination of concrete strength, applied in the direction of measuring devices, preparation of test samples, instruments, etc., can solve problems such as poor prediction accuracy, and achieve the goals of improved accuracy, small average relative error, good correlation and accuracy Effect
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[0047] 1. Implementation plan
[0048] Adopt the concrete mix ratio actually used in construction, and adopt the same material as the concrete on site.
[0049] 2. Specimen production
[0050] (1) Making concrete specimens → pre-embedded temperature test components at the center of the concrete specimens → after the specimens are formed and plastered, the specimens shall be kept quietly at 20±5℃ for 1 / 2 hour → put the specimens in a standard curing box for 24 hours → Demould and put it into the accelerated curing box → Within 3 / 4 hours, the concrete core temperature will be raised to 80℃ → Adjust the water temperature and control the concrete core temperature of 80℃ through the temperature test element, keep it for 16 hours → Take out the test piece at 20±5 Cool indoors at ℃ for 3 / 4 hours → do a compression test, and the accelerated curing strength R16h is measured;
[0051] (2) Each concrete sample should be formed into two groups of test pieces to form a pair: accelerated curing te...
Example Embodiment
[0061] Example 1
[0062] In this example, the strength of concrete specimens with a water-binder ratio of 0.36~0.58 and a slump of 120±30mm was quickly measured and deduced. The specific mix ratio of the concrete specimens to the group is as follows figure 1 Shown. Concrete strength R measured in each test 28d And corresponding concrete rapid hardening strength R 16h And the established strength presumptions are as figure 2 with image 3 Shown. Specific, such as Picture 10 As shown, the power function type estimated strength in this embodiment: R 28d "=23.952R 16h 0.2344 , R 2 = 0.8367, S = 2.524, C V =5.75%.
Example Embodiment
[0063] Example 2
[0064] In this example, the strength of concrete specimens with a water-to-binder ratio of 0.35~0.51 and a slump of 180±30mm was quickly measured and deduced. The specific mix ratio of the concrete specimens to the group is as follows: figure 1 Shown. Concrete strength R measured in each test 28d And corresponding concrete rapid hardening strength R 16h And the established strength presumptions are as Figure 4 with Figure 5 Shown. Specifically, the power function type estimated strength in this embodiment: R 28d "=24.228R 16h 0.2393 , R 2 =0.8646, S=2.662, C V = 5.92%.
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