欢迎登录材料期刊网

材料期刊网

高级检索

系统研究了不同配比的矿渣石膏体系对改善G级油井水泥膨胀性能和力学性能的影响.通过汞压入法(method of mercury intrusion pore measurement,MIP)和扫描电镜(SEM)等现代测试方法对矿渣油井水泥的水化硬化特性和机理进行了研究.试验结果表明:掺加矿渣石膏后能显著改善油井水泥石的早期强度;并且该体系在50℃养护温度下,通过石膏的不同掺量,可以获得比较好的早期膨胀数据;通过微观结构的分析,验证了石膏对矿渣油井水泥体系的激发作用.

参考文献

[1] 张景富,俞庆森,徐明,高莉莉,肖海东.G级油井水泥的水化及硬化[J].硅酸盐学报,2002(02):167-171,177.
[2] 姚晓,邓敏,唐明述.油井水泥膨胀、降失水双效材料的研究[J].硅酸盐通报,1999(06):43-46.
[3] Mehta P K .Mechanism of expansion associated with ettringite formation[J].Cement and Concrete Research,1973,3:1-6.
[4] Eura S;YamazakiY;Monji T.Influence of initial drying on the change of length of mortar with expanfive admixture[A].,1975:428-431.
[5] Chatterji,S;Jeffery J.W .A new hypothesis of sulplate expansion[J].Magazine of Concrete Research,1963,15:83-86.
[6] Okushima M;KondoR;Muguruma H;Ono, Y.Development of expansive cement with calcium sulphoaluminous cement clinker[A].,1968:419-430.
[7] Chatterji, S;Jeffery J W .The volume expansion of hardened cement paste due to the presence of 'dead-burnt' Cao[J].Magazine of Concrete Research,1966,18:65-68.
[8] Isogai;J .Long term properties of hardened concrete of (3CaO@3Al2O3 @CaSO4- CaSO4- CaO) series expansive cement[J].Cement technical Annual Report,1975,29:126-130.
[9] Ramachandran, V S;Sereda P J;Feldman, R.K .Mechanism of hydration of calcium oxide[J].Nature,1964,201(4916):288-289.
[10] 冯乃谦.高性能混凝土的结构@性能与微粉效应[J].混凝土与水泥制品,1996(02):6-13.
[11] 丁铸,张德成,邵洪江.含超细矿渣水泥的水化研究[J].建筑材料学报,1998(03):201.
[12] 姚武.磨细矿渣掺合料对高强混凝土流变及力学性能的影响[J].新型建筑材料,2000(01):32-34.
[13] American Petroleom Institute.APl Specification 10-Specification for materials and testing for oil well cement[M].Dallas,USA,1990
[14] 廉慧珍;童良;陈恩义.建筑材料物相研究基础[M].北京:清华大学出版社,1996:105-130.
[15] 李东旭;毛良喜;吴学权 .外加剂对高掺量磷渣水泥的强度和孔结构性能的影响[J].南京工业大学学报(社会科学版),1998,20(02):44-48.
[16] Li Dongxu;Shen Jinlin;Chen Lin .The influence of fast-setting/early-strength agent on high phosphorous slag content cement[J].Cement and Concrete Research,2001(1):19-24.
上一张 下一张
上一张 下一张
计量
  • 下载量()
  • 访问量()
文章评分
  • 您的评分:
  • 1
    0%
  • 2
    0%
  • 3
    0%
  • 4
    0%
  • 5
    0%