| 90 | 5 | 13 |
| Downloads | Citas | Reads |
In a western engineering,the problem how to improve crack-resistance of RCC gravity dam should be solved.From the standpoint of material,the paper explored the feasibility of improving crack-resistance of RCC with the coarse cement.The 4kinds of fineness P I 42.5cement were grounded by the same clinker and gypsum.And then 4groups of RCC were made based on three-gradation RCC design demand of C18015.The influence of cement fineness on the mechanical property,deformation performance and thermal property of RCC was studied.Finally,the crack-resistance index(K)was used to research the impact of cement fineness on the general crack-resistance of RCC.The results show that the RCC made with coarse cement could satisfy the design demand and reach the level of fine cement;crack-resistance of RCC could be improved by coarse cement especially on the early age;crack-resistance index(K)was linearly decreased with the increase of cement fineness.Under the design requirement of RCC,the coarser the cement was,the stronger the general crack-resistance of RCC was.The technology of using coarse cement was an effective and economical measure to make up low heat crack-resistance of RCC.
[1]Carlson R W.Remarks on the Durability of Concrete[J].Journal of the American Concrete Institute,1939(35):359-364.
[2]Harold W B,Richard W B.Coarse-Ground Cement Makes More Durable Concrete[J].Journal of the American Concrete Institute,1951(22):353-360.
[3]Davis R E,Carlson R W,Troxell G E,et al.Cement Investigations for Boulder Dam with the Results Up to the Age of One Year[J].Journal of the American Concrete Institute,1934,30(5):485-497.
[4]Bentz D P,Garboczi E J,Haecker C J,et al.Effects of Cement Particle Size Distribution on Performance Properties of Portland Cement-Based Materials[J].Cement and Concrete Research,1999,29(10):1 663-1 671.
[5]中国电力工程招标中心.四川省雅砻江官地水电站中热硅酸盐水泥采购招标公告[EB/OL].(2008-07-14)[2014-11-13].http://www.cnbidding.com.
[6]广西科技成果网.龙滩工程中热水泥的研制与生产[EB/OL].(2009-01-19)[2014-11-13].http://www.gxsti.net.cn.
[7]周静.拉起锚、扬起帆、勇向前——记贵州江电葛洲坝水泥有限责任公司[EB/OL].(2005-11-01)[2014-11-13].http://www.news.sohu.com.
[8]中国建筑材料科学研究院总院,唐山冀东水泥股份有限公司,福建水泥股份有限公司,等.通用硅酸盐水泥(GB175-2007)[S].北京:中国建筑工业出版社,2007.
[9]全国建筑材料科学研究总院,中国建筑材料检验认证中心,云南建筑材料产品质量监督检验站,等.水泥水化热测定方法(GB/T 12959-2008)[S].北京:中国标准出版社,2008.
[10]陈改新,蔡跃波,李金玉,等.水工混凝土试验规程(SL 352-2006)[S].北京:中国水利水电出版社,2006.
[11]朱伯芳.大体积混凝土温度应力与温度控制[M].北京:中国电力出版社,1999.
[12]黄国兴.对“碾压混凝土抗裂性能的研究”一文的商榷[J].水力发电,2005,31(2):72-74.
Basic Information:
DOI:10.20040/j.cnki.1000-7709.2015.07.034
China Classification Code:TV431
Citation Information:
[1]GONG Ying,GAO Jiang-lin,DING Jing-jing ,et al.Experimental Research on Coarse Cement Improving Crack-resistance of RCC[J].Water Resources and Power,2015,33(07):135-138+191.DOI:10.20040/j.cnki.1000-7709.2015.07.034.
Fund Information:
国家自然科学基金委员会、二滩水电开发有限责任公司雅砻江水电开发联合研究基金项目(50539040); 水利部公益性行业科研专项经费项目(200701014)
2015-07-25
2015-07-25