{"title":"超声脉冲速度对混凝土离析的影响研究","authors":"Grini Abdelouaheb, B. Abdelhalim","doi":"10.4172/2168-9717.1000169","DOIUrl":null,"url":null,"abstract":"Segregation is the separation of the components of fresh concrete or mortar, which can be caused by bad proportioning, insufficient mixing or excessive vibration. There are several tests which can be measured on hardened concrete or at the beginning of hardening. These are generally based on the percentage of the Fine aggregates between the top and the bottom of the samples. Concrete segregation has been tested trough three usual techniques, sieve, column and ultrasonic pulse velocity. Correlations were performed between various segregation indexes (sieve segregation index, column resistance index and ultrasonic resistance index) to test whether the ultrasonic method is efficient compared to the traditional methods. The fresh concrete segregation was firstly assessed on 17 different samples by the sieve segregation index test. The same 17 fresh samples were pre-hardened for an hour in vertical channel (dimension of 100 x 100 x 500 mm), and sub-samples from bottom and top were tested by counting Fine aggregates. Ultrasonic velocities were previously measured on the same samples and possible differences between the top and the bottom were assessed. Six concrete mixtures from the entire samples presented sieve segregation index lower than 15% and segregation resistance by counting course aggregates higher than 95%. These six stable samples have an ultrasonic segregation index approaching 100%. The remaining samples are found to be unstable concretes: sieve segregation index higher than 15%; resistance index \"ð\" lower than 65% and an ultrasonic index of segregation \"u\" lower than 80%. The ultrasonic pulse velocity method could be a quick and easily alternative in testing segregation of both fresh and hardened concrete.","PeriodicalId":15092,"journal":{"name":"Journal of Architectural Engineering Technology","volume":"12 1","pages":"1-6"},"PeriodicalIF":0.0000,"publicationDate":"2017-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"4","resultStr":"{\"title\":\"Investigation of Concrete Segregation by Ultrasonic Pulse Velocity\",\"authors\":\"Grini Abdelouaheb, B. Abdelhalim\",\"doi\":\"10.4172/2168-9717.1000169\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Segregation is the separation of the components of fresh concrete or mortar, which can be caused by bad proportioning, insufficient mixing or excessive vibration. There are several tests which can be measured on hardened concrete or at the beginning of hardening. These are generally based on the percentage of the Fine aggregates between the top and the bottom of the samples. Concrete segregation has been tested trough three usual techniques, sieve, column and ultrasonic pulse velocity. Correlations were performed between various segregation indexes (sieve segregation index, column resistance index and ultrasonic resistance index) to test whether the ultrasonic method is efficient compared to the traditional methods. The fresh concrete segregation was firstly assessed on 17 different samples by the sieve segregation index test. The same 17 fresh samples were pre-hardened for an hour in vertical channel (dimension of 100 x 100 x 500 mm), and sub-samples from bottom and top were tested by counting Fine aggregates. Ultrasonic velocities were previously measured on the same samples and possible differences between the top and the bottom were assessed. Six concrete mixtures from the entire samples presented sieve segregation index lower than 15% and segregation resistance by counting course aggregates higher than 95%. These six stable samples have an ultrasonic segregation index approaching 100%. The remaining samples are found to be unstable concretes: sieve segregation index higher than 15%; resistance index \\\"ð\\\" lower than 65% and an ultrasonic index of segregation \\\"u\\\" lower than 80%. The ultrasonic pulse velocity method could be a quick and easily alternative in testing segregation of both fresh and hardened concrete.\",\"PeriodicalId\":15092,\"journal\":{\"name\":\"Journal of Architectural Engineering Technology\",\"volume\":\"12 1\",\"pages\":\"1-6\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2017-01-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"4\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Architectural Engineering Technology\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.4172/2168-9717.1000169\",\"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 Architectural Engineering Technology","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.4172/2168-9717.1000169","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 4
摘要
离析是新拌混凝土或砂浆组分的分离,其原因可能是配合比差、搅拌不足或过度振动。有几种测试可以在硬化混凝土上或在硬化初期进行测量。这些通常是基于样品顶部和底部之间的细集料的百分比。采用筛分、柱分和超声脉冲速度三种常用技术对混凝土进行了离析试验。通过对各偏析指标(筛分偏析指标、柱阻力指标和超声波阻力指标)进行相关性分析,验证超声方法与传统方法相比是否有效。通过筛分指标试验,首先对17种不同试样的新拌混凝土进行了离析评价。相同的17个新鲜样品在垂直通道(尺寸为100 x 100 x 500 mm)中预硬化1小时,并从底部和顶部分样品进行细集料计数测试。超声波速度之前在相同的样品上进行了测量,并评估了顶部和底部之间可能的差异。6种混合料的筛分偏析指数小于15%,按层骨料计算的偏析阻力大于95%。这6个稳定样品的超声偏析指数接近100%。其余试样为不稳定混凝土:筛分偏析指数大于15%;阻力指数“ð”≤65%,超声偏析指数“u”≤80%。超声脉冲速度法是一种快速简便的新混凝土和硬化混凝土离析试验方法。
Investigation of Concrete Segregation by Ultrasonic Pulse Velocity
Segregation is the separation of the components of fresh concrete or mortar, which can be caused by bad proportioning, insufficient mixing or excessive vibration. There are several tests which can be measured on hardened concrete or at the beginning of hardening. These are generally based on the percentage of the Fine aggregates between the top and the bottom of the samples. Concrete segregation has been tested trough three usual techniques, sieve, column and ultrasonic pulse velocity. Correlations were performed between various segregation indexes (sieve segregation index, column resistance index and ultrasonic resistance index) to test whether the ultrasonic method is efficient compared to the traditional methods. The fresh concrete segregation was firstly assessed on 17 different samples by the sieve segregation index test. The same 17 fresh samples were pre-hardened for an hour in vertical channel (dimension of 100 x 100 x 500 mm), and sub-samples from bottom and top were tested by counting Fine aggregates. Ultrasonic velocities were previously measured on the same samples and possible differences between the top and the bottom were assessed. Six concrete mixtures from the entire samples presented sieve segregation index lower than 15% and segregation resistance by counting course aggregates higher than 95%. These six stable samples have an ultrasonic segregation index approaching 100%. The remaining samples are found to be unstable concretes: sieve segregation index higher than 15%; resistance index "ð" lower than 65% and an ultrasonic index of segregation "u" lower than 80%. The ultrasonic pulse velocity method could be a quick and easily alternative in testing segregation of both fresh and hardened concrete.