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建立深圳地区混凝土测强曲线初探 被引量:2

Necessity to setting up Shenzhen's concrete ultrasonic-rebound-strength figure
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摘要 针对深圳建筑混凝土的地区特征及建设部规范,通过制作试块并进行超声回弹综合法检测,经数据处理分析发现,试块真实测压值比统一曲线所算值要大35%,证明深圳有必要建立地区测强曲线. Considering the concrete specification of Shenzhen area and the standard put forward by the Ministry of Building(CECS2∶1988),experiment concrete blocks were made to be tested with ultrasonic-rebound method.The analysis of data processing showed that the true pressure value of the experiment block is higher than the unified one by 35%. In view of this,Shenzhen should set up its own concrete standard.
出处 《深圳大学学报(理工版)》 EI CAS 2004年第3期281-282,共2页 Journal of Shenzhen University(Science and Engineering)
基金 深圳市科技局资金资助项目(200210)
关键词 超声回弹综合检测法 测强曲线 相对误差 深圳 ultrasonic-rebound method concrete ultrasonic-rebound-strength figure relative error Shenzhen
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参考文献6

  • 1WU Xin-xuan. Technical Handbook of Undestroyed Concrete Testing [M]. Beijing: Renmin Jiaotong Press, 2003.
  • 2Building Department. Technical Specification for Inspection of Concrete Compressive Strength by Ultrasonic-rebound Method[M]. Beijing: China Building Industry Press, 1988.
  • 3LV Long, ZHAO Bao-sheng, LIU Yong. Use of rebound method and ultrasonic-rebound method on high-strength undesfroyed concrete test--the setting and analysis of Kunmings testing figure [A]. Posy of the Third High-properties Concrete Study Meeting [C]. Kun
  • 4QIU Ping. Data Disposal of Structure Testing [M]. Beijing: Environment Science of China Press, 2002.
  • 5建设部.超声回弹综合法检验混凝土强度技术规程(CECS02∶ 1988)[M].北京:中国建筑工业出版社,1988..
  • 6吕龙 赵宝生 刘勇.''''回弹法''''''''超声回弹综合法''''在高强混凝土无损检测中的应用--昆明地区测强曲线的制定及研究[A]..第三届全国高性能混凝土学术研讨会论文集[C].昆明:第三届全国高性能混凝土学术研讨会,2001.311-317.

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