超声波法检测混凝土强度的发展
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摘要
对超声波检测混凝土强度的发展状况进行了综述 ,对超声波检测混凝土强度的影响因素进行了较全面的讨论 ,提出了超声波检测中一些还未解决的问题 ,根据目前的研究现状 ,预测了超声波检测混凝土强度技术的发展趋势
The development of ultrasonic strength testing method for concrete is summarized. Moreover, the factors affecting the accuracy of concrete strength by the method are disscussed in detail. Many problems to be solved in ultrasonic strength testing are put forward. At last, the development of ultrasonic strength testing is forcasted on the basis of the present research.
The development of ultrasonic strength testing method for concrete is summarized. Moreover, the factors affecting the accuracy of concrete strength by the method are disscussed in detail. Many problems to be solved in ultrasonic strength testing are put forward. At last, the development of ultrasonic strength testing is forcasted on the basis of the present research.
引文
[1] 濮存亭.国内外砼超声脉冲检测技术的现状及发展前景[J].市政工程,2001,(3):25-30.
[2] 余红发.混凝土非破损测强技术研究[M].北京:中国建材工业出版社,1999.
[3] R Jones,I弗格瓦洛.混凝土非破损试验法[M].季光泽,等译.北京:中国建筑工业出版社,1982.
[4] 吴 忠.混凝土工程超声测强中的R-V相关方程的率定与选用[J].中州煤炭,1993,(3):11-13.
[5] SriRavindrarajahR.Evaluation of compressivestrength forhigh-strength concrete by pulse veloci-ty method[J].NondestructiveTesting ofConcreteElements andStructures,1992,(4):115-126.
[6] 吴慧敏.结构混凝土现场检测新技术[M].长沙:湖南大学出版社,1987.
[7] 施荷芳,等.中等强度混凝土超声波速与龄期相关性试验研究[J].无损检测,2001,23(10):436-438.
[8] 谬 群.硅灰高强混凝土超声测强及其影响因素研究[J].无损检测,1999,21(8):356-358.
[9] 《新编混凝土无损检测技术》编写组.新编混凝土无损检测技术(应用新规范)[M].北京:中国环境出版社,2002.
[10] 商涛平,童寿兴.混凝土超声检测中含水率对声速影响的研究[J].无损检测,2003,25(4):189-191.
[11] EtsuzoOhdaira,NobuyoshiMasuzawa.Watercontent and its effect on ultrasonic propagation inconcrete-the possibility ofNDE[J].Ultrasonic,2000,38:546-552.
[12] 虎振宏.利用超声波检测混凝土强度的研究[J].平顶山师专学报,2002,17(5):59-60.
[13] K Tharmaratnam,B S Tan.Attenuation of ultra-sonic pulse in cement mortar[J].Cement andCon-creteResearch,1990,20:335-345.
[14] 侯宝隆,蒋之峰.混凝土的非破损检测[M].北京:地震出版社,1992.
[15] PopovicsS,PopovicsJS.A critical of the ultra-sonic testing signal in concrete[J].NondestructiveTesting ofConcreteElements andStructures,1992,(4):94-103.
[16] M T Liang,JWu.Theoretical elucidation on theempirical formulae or the ultrasonic testing methodfor concrete structures[J].Cement andConcreteResearch,2002,32:1763-1769.
[17] 王国滢.超声波检测技术在漫湾的应用[J].云南水电技术,1996,(1):41-44.
[2] 余红发.混凝土非破损测强技术研究[M].北京:中国建材工业出版社,1999.
[3] R Jones,I弗格瓦洛.混凝土非破损试验法[M].季光泽,等译.北京:中国建筑工业出版社,1982.
[4] 吴 忠.混凝土工程超声测强中的R-V相关方程的率定与选用[J].中州煤炭,1993,(3):11-13.
[5] SriRavindrarajahR.Evaluation of compressivestrength forhigh-strength concrete by pulse veloci-ty method[J].NondestructiveTesting ofConcreteElements andStructures,1992,(4):115-126.
[6] 吴慧敏.结构混凝土现场检测新技术[M].长沙:湖南大学出版社,1987.
[7] 施荷芳,等.中等强度混凝土超声波速与龄期相关性试验研究[J].无损检测,2001,23(10):436-438.
[8] 谬 群.硅灰高强混凝土超声测强及其影响因素研究[J].无损检测,1999,21(8):356-358.
[9] 《新编混凝土无损检测技术》编写组.新编混凝土无损检测技术(应用新规范)[M].北京:中国环境出版社,2002.
[10] 商涛平,童寿兴.混凝土超声检测中含水率对声速影响的研究[J].无损检测,2003,25(4):189-191.
[11] EtsuzoOhdaira,NobuyoshiMasuzawa.Watercontent and its effect on ultrasonic propagation inconcrete-the possibility ofNDE[J].Ultrasonic,2000,38:546-552.
[12] 虎振宏.利用超声波检测混凝土强度的研究[J].平顶山师专学报,2002,17(5):59-60.
[13] K Tharmaratnam,B S Tan.Attenuation of ultra-sonic pulse in cement mortar[J].Cement andCon-creteResearch,1990,20:335-345.
[14] 侯宝隆,蒋之峰.混凝土的非破损检测[M].北京:地震出版社,1992.
[15] PopovicsS,PopovicsJS.A critical of the ultra-sonic testing signal in concrete[J].NondestructiveTesting ofConcreteElements andStructures,1992,(4):94-103.
[16] M T Liang,JWu.Theoretical elucidation on theempirical formulae or the ultrasonic testing methodfor concrete structures[J].Cement andConcreteResearch,2002,32:1763-1769.
[17] 王国滢.超声波检测技术在漫湾的应用[J].云南水电技术,1996,(1):41-44.
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