{"title":"正确使用:成功的SCC生产实践","authors":"C. R. Cornman, H. Koyata, A. Jeknavorian","doi":"10.14359/15819","DOIUrl":null,"url":null,"abstract":"This paper describes how the challenge of producing successful self-consolidating concrete (SCC) is based on consistently achieving high flow and high stability. The foundation of high quality SCC production is the suitability of the underlying materials and a mixture design that is optimized for those materials and the application. Not all applications require relatively high slump flows in the range of 28-30 inches (700- 750mm), where control measures need to be especially well managed. Furthermore, even the best mixture designs can have stability limitations. In order to assure that SCC applications proceed with minimal difficulties, the concrete producer must anticipate variations in materials and production operations by using effective quality control procedures. Changes in cement reactivity, aggregate properties (gradation, shape, and water demand), free moisture, and extra sources of moisture that may be present, for instance, in the truck, and the mixing process need to be carefully monitored. This paper will discuss specific examples that demonstrate best practices in mixture design, QA/QC, and production techniques.","PeriodicalId":120168,"journal":{"name":"SP-233: Workability of SCC: Roles of Its Constituents and Measurement Techniques","volume":"49 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2006-03-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Getting it Right: Successful SCC Production Practices\",\"authors\":\"C. R. Cornman, H. Koyata, A. Jeknavorian\",\"doi\":\"10.14359/15819\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"This paper describes how the challenge of producing successful self-consolidating concrete (SCC) is based on consistently achieving high flow and high stability. The foundation of high quality SCC production is the suitability of the underlying materials and a mixture design that is optimized for those materials and the application. Not all applications require relatively high slump flows in the range of 28-30 inches (700- 750mm), where control measures need to be especially well managed. Furthermore, even the best mixture designs can have stability limitations. In order to assure that SCC applications proceed with minimal difficulties, the concrete producer must anticipate variations in materials and production operations by using effective quality control procedures. Changes in cement reactivity, aggregate properties (gradation, shape, and water demand), free moisture, and extra sources of moisture that may be present, for instance, in the truck, and the mixing process need to be carefully monitored. This paper will discuss specific examples that demonstrate best practices in mixture design, QA/QC, and production techniques.\",\"PeriodicalId\":120168,\"journal\":{\"name\":\"SP-233: Workability of SCC: Roles of Its Constituents and Measurement Techniques\",\"volume\":\"49 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2006-03-09\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"SP-233: Workability of SCC: Roles of Its Constituents and Measurement Techniques\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.14359/15819\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"SP-233: Workability of SCC: Roles of Its Constituents and Measurement Techniques","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.14359/15819","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Getting it Right: Successful SCC Production Practices
This paper describes how the challenge of producing successful self-consolidating concrete (SCC) is based on consistently achieving high flow and high stability. The foundation of high quality SCC production is the suitability of the underlying materials and a mixture design that is optimized for those materials and the application. Not all applications require relatively high slump flows in the range of 28-30 inches (700- 750mm), where control measures need to be especially well managed. Furthermore, even the best mixture designs can have stability limitations. In order to assure that SCC applications proceed with minimal difficulties, the concrete producer must anticipate variations in materials and production operations by using effective quality control procedures. Changes in cement reactivity, aggregate properties (gradation, shape, and water demand), free moisture, and extra sources of moisture that may be present, for instance, in the truck, and the mixing process need to be carefully monitored. This paper will discuss specific examples that demonstrate best practices in mixture design, QA/QC, and production techniques.