A non-destructive method and system for measuring and estimating the durability of concrete
A technology of concrete and durability, applied in the direction of measuring devices, instruments, scientific instruments, etc., can solve problems such as time-consuming and labor-intensive, failure to meet specifications or design, and achieve the effect of accurate data, clear principles, and accurate deduction
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Embodiment 1
[0042] The purpose of this example is to illustrate the development of a non-destructive measurement and estimation system for the durability of concrete.
[0043] The system for non-destructive measurement and estimation of concrete durability of the present invention integrates a plurality of maturity-chloride ion diffusion coefficient characteristic relationship curves, and each maturity-chloride ion diffusion coefficient characteristic relationship curve is based on certain concrete raw materials and matching Ratio of reinforced concrete drawn.
[0044] Each maturity-chloride ion diffusion coefficient characteristic relationship curve is obtained by the following steps:
[0045] According to the determined concrete raw materials and concrete mix ratio, the RCM test specimens of 1# concrete are formed, and there are 6 ages of 3 days, 7 days, 14 days, 21 days, 28 days and 56 days, and 3 tests are made for each age Specimens, a total of 18 concrete RCM test specimens were pr...
Embodiment 2
[0055] This example is a specific example based on the maturity measurement and deduction of concrete durability.
[0056] The non-destructive measurement of the present invention and the method for estimating the durability of concrete comprise the following steps:
[0057] During the construction process, a maturity tester is embedded in the concrete of the solid component to test the maturity value of the concrete;
[0058] From the non-destructive measurement described in the implementation one and the system of inferring the durability of concrete, find out the maturity of the concrete that is roughly the same as the concrete material composition and proportioning ratio of this example-chloride ion diffusion coefficient characteristic relationship curve;
[0059] Relying on the above characteristic relationship curve, the chloride ion diffusion coefficient of the corresponding concrete is obtained according to the maturity value obtained from the field test, and the chlor...
specific example
[0061] Sample: the existing prefabricated immersed tube concrete mix ratio of the Hong Kong-Zhuhai-Macao Bridge (the amount of cementitious material is 420kg / m 3 , cement, fly ash, granulated blast furnace slag powder respectively account for 45%, 25%, 30% of the cementitious material) as the basic mix ratio, and its mix ratio is shown in Table 3 below.
[0062] Table 3 Test concrete reference ratio (unit: kg / m 3 )
[0063]
[0064] The relationship between the curing age and maturity value of the above concrete under natural curing and standard curing conditions is as follows figure 1 As shown, and its maturity-chloride ion diffusion coefficient characteristic relationship curve is as follows figure 2 shown.
[0065] Depend on figure 2 It can be seen that the chloride ion diffusion coefficient of concrete decreases with the increase of concrete maturity, and there is an approximate power function relationship between the concrete maturity and the concrete chloride io...
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