Ternary strength measurement curve of concrete
A technology for measuring strength curves and concrete, which is applied in the direction of measuring devices, strength characteristics, and hardness of test materials, and can solve problems such as the detection of concrete compressive strength values
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specific Embodiment approach
[0011] Specific implementation methods (taking the ternary strength measurement curve of abnormally carbonized concrete as an example)
[0012] Step 1. Collect or specially make the rebound value R of the test block with the same condition as the component concrete m , carbonization depth value d m , Ultrasonic speed value V i , Generally, it should not be less than 10 groups, and the data under these standard conditions should be recorded in detail and archived.
[0013] Step 2. Analyze and arrange the standard data in step 1, and establish the ternary normal equation of the number, solve the number with the elimination method, and establish f=a'Rm+b'd m +C'V i +D' initial trial (mathematical) model.
[0014] Step 3. Analyze the error of the initial mathematical model, and establish the ternary strength measurement curve equation with practical value, namely f=aRm+bd m +CV i +D.
[0015] When the average relative error of the mathematical model of the initial ternary c...
example 1
[0044] Example 1: The shear wall of a construction site pulls concrete, and the rebound value R is measured by the rebound method m =36.5, carbonization depth detection value d m = 5mm Look up the table to estimate the concrete strength f = 30.5,
[0045] The wave velocity detected by ultrasonic wave is V=4.25, then the ternary curve calculation presumes the concrete strength f=32.1
[0046] The compressive value of the cotrophic test block left on site is 34.5MPa,
[0047] The abnormal carbonation of the concrete in this example is caused by dehydration during the watering and curing period, and the internal quality of the concrete is uniform and dense.
example 2
[0048] Example 2: Rebound value R of a concrete column at a construction site m =34.2, carbonization depth value d m =5.5mm, look up the table to estimate the concrete strength f=26.2MPa,
[0049] Ultrasonic detection wave speed V i = 4.58, the ternary curve calculation deduces the concrete strength f = 29.997MPa,
[0050] The compressive value of the co-cultured specimens left on site is 31.2MPa,
[0051]The abnormal carbonation of the concrete in this case is due to the decrease in alkalinity caused by the secondary hydration reaction of the mixed admixture during the watering and curing period, and the internal structure of the concrete is relatively dense.
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