{"title":"稻壳灰水泥混凝土砌块抗压强度研究","authors":"I. Agbede, S. Obam","doi":"10.4314/GJER.V7I1.18978","DOIUrl":null,"url":null,"abstract":"There is growing demand for alternative, low-cost building material in developing countries. The effect of partial substitution of ordinary Portland cement with Rice Husk Ash (RHA) on the compressive strength of hollow sandcrete block was investigated through laboratory experimental procedures. The specific gravity, initial and final setting times of RHA were determined. 150 x 450 mm hollow sandcrete blocks were cast, cured and crushed for 7, 14 and 28 days at 0, 10, 20, 30, 40, 50 and 60 percent replacement levels. Results showed that the compressive strength of blocks increased with curing age but decreased with increasing percentage of rice husk ash. It can be concluded from this study that Portland cement could partially be substituted with unground RHA to a level of 17.5 per cent to produce sandcrete blocks as building units. Keywords : Cement, compression, Rice-Husk-Ash and Sandcrete-block Global Journal of Engineering Research Vol. 7 (1) 2008: pp. 43-46","PeriodicalId":12520,"journal":{"name":"Global Journal of Research In Engineering","volume":"38 1","pages":"43-46"},"PeriodicalIF":0.0000,"publicationDate":"2008-12-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"31","resultStr":"{\"title\":\"Compressive Strength Of Rice Husk Ash-Cement Sandcrete Blocks\",\"authors\":\"I. Agbede, S. Obam\",\"doi\":\"10.4314/GJER.V7I1.18978\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"There is growing demand for alternative, low-cost building material in developing countries. The effect of partial substitution of ordinary Portland cement with Rice Husk Ash (RHA) on the compressive strength of hollow sandcrete block was investigated through laboratory experimental procedures. The specific gravity, initial and final setting times of RHA were determined. 150 x 450 mm hollow sandcrete blocks were cast, cured and crushed for 7, 14 and 28 days at 0, 10, 20, 30, 40, 50 and 60 percent replacement levels. Results showed that the compressive strength of blocks increased with curing age but decreased with increasing percentage of rice husk ash. It can be concluded from this study that Portland cement could partially be substituted with unground RHA to a level of 17.5 per cent to produce sandcrete blocks as building units. Keywords : Cement, compression, Rice-Husk-Ash and Sandcrete-block Global Journal of Engineering Research Vol. 7 (1) 2008: pp. 43-46\",\"PeriodicalId\":12520,\"journal\":{\"name\":\"Global Journal of Research In Engineering\",\"volume\":\"38 1\",\"pages\":\"43-46\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2008-12-12\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"31\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Global Journal of Research In Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.4314/GJER.V7I1.18978\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Global Journal of Research In Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.4314/GJER.V7I1.18978","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 31
摘要
发展中国家对可替代的低成本建筑材料的需求日益增长。通过室内试验研究了稻壳灰部分替代普通硅酸盐水泥对空心砂混凝土砌块抗压强度的影响。测定了RHA的比重、初凝时间和终凝时间。在0、10、20、30、40、50和60%的替换水平下,浇铸、固化和粉碎150 x 450 mm的空心砂混凝土砌块,分别进行7、14和28天。结果表明:砌块抗压强度随龄期的增加而增加,随稻壳灰分掺量的增加而降低;从这项研究可以得出结论,波特兰水泥可以部分地用未地面的RHA替代17.5%的水平,以生产砂混凝土块作为建筑单元。关键词:水泥,压缩,稻壳灰和砂块,工程学报,Vol. 7 (1) 2008: pp. 43-46
Compressive Strength Of Rice Husk Ash-Cement Sandcrete Blocks
There is growing demand for alternative, low-cost building material in developing countries. The effect of partial substitution of ordinary Portland cement with Rice Husk Ash (RHA) on the compressive strength of hollow sandcrete block was investigated through laboratory experimental procedures. The specific gravity, initial and final setting times of RHA were determined. 150 x 450 mm hollow sandcrete blocks were cast, cured and crushed for 7, 14 and 28 days at 0, 10, 20, 30, 40, 50 and 60 percent replacement levels. Results showed that the compressive strength of blocks increased with curing age but decreased with increasing percentage of rice husk ash. It can be concluded from this study that Portland cement could partially be substituted with unground RHA to a level of 17.5 per cent to produce sandcrete blocks as building units. Keywords : Cement, compression, Rice-Husk-Ash and Sandcrete-block Global Journal of Engineering Research Vol. 7 (1) 2008: pp. 43-46