{"title":"Dworshak大坝的建筑创新","authors":"E. Hershberger","doi":"10.1061/JCCEAZ.0000437","DOIUrl":null,"url":null,"abstract":"Innovations in construction of a large concrete gravity dam include underground crushing chamber, multiple parallel track cableways, long span luffing cableway, conveyor placement of concrete, water reducing admixture, self-raising forms, precast galleries, sloping stationary and slip forms, testing of horizontal construction joint treatment and concrete placement methods, two-way flow control for concrete after-cooling and repair of diversion channel while passing full river flow. Short descriptions are given as an aid in solving future construction problems.","PeriodicalId":271903,"journal":{"name":"Journal of the Construction Division","volume":"224 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1974-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Construction Innovations at Dworshak Dam\",\"authors\":\"E. Hershberger\",\"doi\":\"10.1061/JCCEAZ.0000437\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Innovations in construction of a large concrete gravity dam include underground crushing chamber, multiple parallel track cableways, long span luffing cableway, conveyor placement of concrete, water reducing admixture, self-raising forms, precast galleries, sloping stationary and slip forms, testing of horizontal construction joint treatment and concrete placement methods, two-way flow control for concrete after-cooling and repair of diversion channel while passing full river flow. Short descriptions are given as an aid in solving future construction problems.\",\"PeriodicalId\":271903,\"journal\":{\"name\":\"Journal of the Construction Division\",\"volume\":\"224 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1974-09-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of the Construction Division\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1061/JCCEAZ.0000437\",\"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 the Construction Division","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1061/JCCEAZ.0000437","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Innovations in construction of a large concrete gravity dam include underground crushing chamber, multiple parallel track cableways, long span luffing cableway, conveyor placement of concrete, water reducing admixture, self-raising forms, precast galleries, sloping stationary and slip forms, testing of horizontal construction joint treatment and concrete placement methods, two-way flow control for concrete after-cooling and repair of diversion channel while passing full river flow. Short descriptions are given as an aid in solving future construction problems.