The Experimental Study of Ultrasonic Testing Prestressed Bellows Pore Grouting Quality

Author:

Zhou Shao Lin1,Zhang Feng2,Cao Yuan2

Affiliation:

1. Shandong Expressway in Sichuan Industrial Development Co.ltd

2. Shandong University

Abstract

The ultrasonic method can be used for testing and analyzing the pore size of concrete. By studying the spectrum curves which is formed by ultrasonic transmitting at different thickness concrete panels can we get different time regular patterns of head waves formed by ultrasonic going through homogeneous concrete, compact grouting pore, grouting incompact pore, not grouting pore. All these provide a basis for predicting prestressed bellows pore grouting quality and judging whether there is interspace in pore. By artificially setting defects in bellows pore, for example, filling the pore to completely empty, 1/4 compact, 1/2 compact, 3/4 compact, fully compact and then embedding them in a concrete slab for ultrasonic testing. Test results show that the ultrasonic method can effectively evaluate the grouting quality of prestressed bellows pore.

Publisher

Trans Tech Publications, Ltd.

Reference10 articles.

1. Pan Jiang. The Experimental Study of Ultrasonic Testing Prestressed Bellows Pore Grouting Quality [D]. Northeast: Northeast Forestry University. 2012: 3-7.

2. Xianyan Zhou & Yunfeng Xiao. The Research of Detecting the Quality of Steel Concrete with Ultrasonic Method and Impact-echo Method. The Journal of Central South Forestry College [J]. 2006, 26(6): 44-48.

3. Weizheng Lin. Nondestructive Testing in the Quality of Civil Engineering [M]. Beijing: China Electric Power Press. 2008: 139-142.

4. Zhengyu Huang, Xueling Ji and so on. Qualitative Analysis Method of Imagery of Concrete Defect Tested by Ultrasonic [J]. The Journal of Hunan University, JCR-SCI. 2008, 35(8)5-8.

5. Tianchun Yang, Weijian Yi and so on. Experimental study of non-destructive testing of prestressed T-beam beam pipe grouting quality [J]. The Journal of Vibration Engineering. 2006, 19(3)411-415.

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