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    WEI Lian-Yu, ZHANG Zhi-Ming, WANG Qing-Zhou, MA Shi-Bin, LIANG Yong-Guang. Nondestructive Testing Methods on Grouting Density of Pre-stressed Bridge Pore[J]. Nondestructive Testing, 2013, 35(1): 27-30.
    Citation: WEI Lian-Yu, ZHANG Zhi-Ming, WANG Qing-Zhou, MA Shi-Bin, LIANG Yong-Guang. Nondestructive Testing Methods on Grouting Density of Pre-stressed Bridge Pore[J]. Nondestructive Testing, 2013, 35(1): 27-30.

    Nondestructive Testing Methods on Grouting Density of Pre-stressed Bridge Pore

    • The non fullness of the grouting of pre-stressed bridge pore allows rapid loss of the pre-stresses, shortening life of the bridge. Initial inspection and re-examination using the method of combining through-elastic wave penetrate method, ultrasonic test and scanning shock echo method to test the grouting density of pre-stressed duct, assess duct grouting quality and locate defects, and further take related remedial measures. All these measures lead to control the grouting quality and ensure the pre-stressing effect. The test results and analysis proved that the relying on the combination of nondestructive testing technology and initial inspection and rechecking method is convenient, accurate and feasible.
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