上海交通大学学报

上海交通大学学报（自然版） ›› 2015, Vol. 49 ›› Issue (07): 988-992.

• 建筑科学 • 上一篇    下一篇

超声波法在检测导堤表面混凝土结构中的应用

王颖轶1a，左自波2，于凯2，黄醒春1,2   

  1. (1 上海交通大学 a. 海洋水下工程科学研究院， 上海 200231； b. 船舶海洋与建筑工程学院， 上海 200240；2. 上海交通大学海科（集团）有限公司， 上海 200231)
  • 收稿日期:2014-06-27 出版日期:2015-07-30 发布日期:2015-07-30

Application of Ultrasonic Testing Method to Detecting Concrete Structures of Jetty Surface

WANG Yingyi1a,ZUO Zibo2,YU Kai2,HUAN GXingchun1,2   

  1. (1a. Chinese Underwater Technology Institute, Shanghai Jiaotong University, Shanghai 200231, China;1b. School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong University, Shanghai 200240, China ; 2.Shanghai Jiaotong University Hike (Group) Co. Ltd, Shanghai 200231, China)
  • Received:2014-06-27 Online:2015-07-30 Published:2015-07-30

摘要：

摘要：  基于超声波无损检测理论，建立了超声波检测混凝土结构强度的预测方法.以吴淞导堤表面混凝土质量检测为案例，比较分析了4 200个

超声波法预测的和400个现场钻孔取芯实测的混凝土强度值.结果表明，混凝土强度实测值和预测值均近似服从正态分布，概率峰值区间分别位于
12~16 MPa和9~15 MPa，分布密度分别为28%和23.26%，强度分布区域均为3~25 MPa，且均小于设计值，预测结果和实测值吻合度较高.
关键词：  中图分类号： 文献标志码：  A

关键词: 超声波法, 混凝土, 导堤, 强度预测

Abstract:

Abstract： Based on the theory of ultrasonic nondestructive testing, a prediction method for the strength of concrete

structures using ultrasonic testing was established. The predicted strength of concrete with 4 200 measuring points using
ultrasonic testing and measured strength of concrete with 400 samples using field drilling for core tests were compared
based on the background of Wusong Jetty. The results show that both of the predicted and measured strength are
approximate normal distribution. The probability peak intervals of the two methods are 12 to 16 MPa and 9 to 15 MPa, the
distribution density are 28% and 23.26%, the range of strength distribution are 3 to 25 MPa and both are smaller than the
design value. These results show an overall good performance by the prediction method.
Key words：

Key words:  ultrasonic method, concrete, jetty, strength prediction

中图分类号: