A non-destructive test method for the bearing capacity of concrete bridges based on elastic modulus
A technology of elastic modulus and non-destructive testing, which is applied in the direction of measuring devices, strength characteristics, instruments, etc., can solve the problems of lack, lack of quantitative means, missed inspection, etc., and achieve the effect of improving test accuracy
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[0152] A prefabricated box girder for high-speed rail was tested in different ages and locations.
[0153] 1) Test object: prestressed box girder for high-speed rail, with a length of 32m. The design strength of concrete is C50, and the design modulus of elasticity is E c It is 34.5GPa.
[0154] 2) Test position: for the top plate and web plate respectively image 3 Excite and test the P-wave velocity in the same way, with a total of 6 measuring lines;
[0155] 3) Test age: 3.5d, 7d, 9d, 10d, 14d, 15d
[0156] 4) Test typical waveforms such as Figure 5 shown.
[0157] 5) According to the reinforcement condition, test the elastic modulus E of the concrete everywhere c , the results are as follows:
[0158]
[0159]
[0160] 6) According to the age relationship, the estimated 28-day-old concrete elastic modulus exceeds the design value by 34.5GPa;
[0161] 7) According to the test results, the beam is considered qualified.
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