{"title":"流动混凝土早期收缩与裂纹扩展","authors":"S. Hiraishi, K. Yokoyama, Y. Kasai","doi":"10.14359/6067","DOIUrl":null,"url":null,"abstract":"Flowing concrete is a highly flowable and segregation resistant concrete. Shrinkage of the concrete at early ages up to 24 hours under a constant air flow of 8 m/s starting at the age of 2 hours, and crack propagation of the concrete in a restricted form with a thickness of 50 mm have been studied. The experiments were done by controlling the following four mixture parameters: (1) Water-cement ratio: 0.60, 0.45, 0.35, 0.30 and 0.27; (2) Unit amount of water: 185, 175 and 170 kg/cu m; (3) Type of cement: normal, high early strength and belite portland cement; and (4) Type of inorganic admixture: a ground granulated blast furnace slag and a fly ash and their respective mixture proportions. Effects of the above parameters on crack propagation at early ages were investigated on the basis of the authors' crack evaluation criteria.","PeriodicalId":255305,"journal":{"name":"SP-179: Fourth CANMET/ACI/JCI Conference: Advances in Concrete Technology","volume":"50 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1998-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"6","resultStr":"{\"title\":\"Shrinkage and Crack Propagation of Flowing Concrete at Early Ages\",\"authors\":\"S. Hiraishi, K. Yokoyama, Y. Kasai\",\"doi\":\"10.14359/6067\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Flowing concrete is a highly flowable and segregation resistant concrete. Shrinkage of the concrete at early ages up to 24 hours under a constant air flow of 8 m/s starting at the age of 2 hours, and crack propagation of the concrete in a restricted form with a thickness of 50 mm have been studied. The experiments were done by controlling the following four mixture parameters: (1) Water-cement ratio: 0.60, 0.45, 0.35, 0.30 and 0.27; (2) Unit amount of water: 185, 175 and 170 kg/cu m; (3) Type of cement: normal, high early strength and belite portland cement; and (4) Type of inorganic admixture: a ground granulated blast furnace slag and a fly ash and their respective mixture proportions. Effects of the above parameters on crack propagation at early ages were investigated on the basis of the authors' crack evaluation criteria.\",\"PeriodicalId\":255305,\"journal\":{\"name\":\"SP-179: Fourth CANMET/ACI/JCI Conference: Advances in Concrete Technology\",\"volume\":\"50 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1998-06-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"6\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"SP-179: Fourth CANMET/ACI/JCI Conference: Advances in Concrete Technology\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.14359/6067\",\"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-179: Fourth CANMET/ACI/JCI Conference: Advances in Concrete Technology","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.14359/6067","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Shrinkage and Crack Propagation of Flowing Concrete at Early Ages
Flowing concrete is a highly flowable and segregation resistant concrete. Shrinkage of the concrete at early ages up to 24 hours under a constant air flow of 8 m/s starting at the age of 2 hours, and crack propagation of the concrete in a restricted form with a thickness of 50 mm have been studied. The experiments were done by controlling the following four mixture parameters: (1) Water-cement ratio: 0.60, 0.45, 0.35, 0.30 and 0.27; (2) Unit amount of water: 185, 175 and 170 kg/cu m; (3) Type of cement: normal, high early strength and belite portland cement; and (4) Type of inorganic admixture: a ground granulated blast furnace slag and a fly ash and their respective mixture proportions. Effects of the above parameters on crack propagation at early ages were investigated on the basis of the authors' crack evaluation criteria.