{"title":"用超声脉冲速度评价混凝土质量","authors":"Van Viet Thien An","doi":"10.31814/STCE.NUCE2018-12(5)-03","DOIUrl":null,"url":null,"abstract":"In the present study, the uniformity and potential internal defects of concrete elements in situ were assessed by using Ultrasonic Pulse Velocity (UPV) testing method according to TCVN 9357:2012. Thirteen cross beams with dimension of 4.8 x 1.5 x 1.5 m3 were selected to measure the pulse velocity. Three cross beams were used to check potential internal defects in concrete and 10 cross beams were used to assess the uniformity of concrete in the elements. The results showed that there is no potential internal defect with size over 100 mm in three tested beams and concrete quality of all tested beams is good with the coefficient of variation (CV) of ultrasonic pulse velocity results of all tested points is lower than 2%. \nKeywords: concrete; homogeneity; internal defects; ultrasonic pulse velocity.","PeriodicalId":17004,"journal":{"name":"Journal of Science and Technology in Civil Engineering (STCE) - NUCE","volume":"28 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2018-08-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":"{\"title\":\"The assessment of concrete quality by ultrasonic pulse velocity\",\"authors\":\"Van Viet Thien An\",\"doi\":\"10.31814/STCE.NUCE2018-12(5)-03\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"In the present study, the uniformity and potential internal defects of concrete elements in situ were assessed by using Ultrasonic Pulse Velocity (UPV) testing method according to TCVN 9357:2012. Thirteen cross beams with dimension of 4.8 x 1.5 x 1.5 m3 were selected to measure the pulse velocity. Three cross beams were used to check potential internal defects in concrete and 10 cross beams were used to assess the uniformity of concrete in the elements. The results showed that there is no potential internal defect with size over 100 mm in three tested beams and concrete quality of all tested beams is good with the coefficient of variation (CV) of ultrasonic pulse velocity results of all tested points is lower than 2%. \\nKeywords: concrete; homogeneity; internal defects; ultrasonic pulse velocity.\",\"PeriodicalId\":17004,\"journal\":{\"name\":\"Journal of Science and Technology in Civil Engineering (STCE) - NUCE\",\"volume\":\"28 1\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2018-08-30\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"2\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Science and Technology in Civil Engineering (STCE) - NUCE\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.31814/STCE.NUCE2018-12(5)-03\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Science and Technology in Civil Engineering (STCE) - NUCE","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.31814/STCE.NUCE2018-12(5)-03","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 2
摘要
本研究根据TCVN 9357:2012,采用超声脉冲速度(UPV)测试方法对混凝土构件的均匀性和潜在内部缺陷进行原位评估。选择尺寸为4.8 x 1.5 x 1.5 m3的13根横梁来测量脉冲速度。3根横梁用于检查混凝土潜在的内部缺陷,10根横梁用于评估混凝土在构件中的均匀性。结果表明:3根试验梁均未发现尺寸大于100 mm的潜在内部缺陷,各试验梁的混凝土质量均较好,各测点超声脉冲速度的变异系数(CV)均小于2%。关键词:混凝土;同质性;内部缺陷;超声波脉冲速度。
The assessment of concrete quality by ultrasonic pulse velocity
In the present study, the uniformity and potential internal defects of concrete elements in situ were assessed by using Ultrasonic Pulse Velocity (UPV) testing method according to TCVN 9357:2012. Thirteen cross beams with dimension of 4.8 x 1.5 x 1.5 m3 were selected to measure the pulse velocity. Three cross beams were used to check potential internal defects in concrete and 10 cross beams were used to assess the uniformity of concrete in the elements. The results showed that there is no potential internal defect with size over 100 mm in three tested beams and concrete quality of all tested beams is good with the coefficient of variation (CV) of ultrasonic pulse velocity results of all tested points is lower than 2%.
Keywords: concrete; homogeneity; internal defects; ultrasonic pulse velocity.