新型高强低密度水泥浆体系研究
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摘要
低密度水泥浆在油田应用日益广泛,主要为了防止低压易漏层的漏失及满足深井一次性长封的需求,目前国内各油田对低密度水泥的研究日趋增多,但水泥浆密度在1.20g/cm3~(-1).35g/cm~3范围内的体系,其水泥石强度相对较低,一般低于14MPa,且水泥浆成本过高,因此,在现场应用中受到了很大的限制。
     本文通过新型低密度水泥浆外掺料的优选,并通过不同颗粒的物化性能的分析研究,合理应用颗粒级配及紧密堆积理论,并通过大量的室内实验研究,研制出一套水泥浆密度在1.20g/cm3—1.35g/cm~3范围的新型高强低密度水泥浆体系,水泥浆沉降稳定性好,应用范围宽,水泥石抗压强度高,在一定程度上控制了水泥浆体系的应用成本,并且解决了普通漂珠低密度高压下密度升高的技术难题,为油田的勘探开发提供有效的技术支持。
Low-density cement slurry application in the field becomes more extensive, Mainly in order to prevent the loss of easy leakage layer with low pressure and to meet the demand for one-time long closure, at present, the oil field study of low-density cement growing, However, the density of the slurry within the scope of 1.20g/cm3-1.35g/cm3 system, its intensity of cement is relatively low and are generally lower than 14MPa, with the cost of excessive mud and water, so applications in the field has been greatly hindered.
     In this paper, new type of low-density cement slurry through the addition of the preferred admixture and different physico-chemical properties of particle analysis, a reasonable application of particle size distribution and the closest packing theory, and a large number of laboratory studies, the development of a cement slurry density in 1.20g/cm3-1.35g/cm3 range of new high-strength low-density cement slurry system, water mud deposition has good stability, wide range of applications, high compressive strength of cement, to a certain extent control the application of slurry system costs, and the resolution of ordinary Cenosphere density increased under low-density high-pressure technical issues for the oil field exploration and development to provide effective technical support.
引文
[1]黄柏宗.钻井液与完井液,紧密堆积理论优化的固井材料和工艺体系[J],2001年第18卷第6期:1~4.
    [2]郭小阳.提高注水泥质量的综合因素[J],西南石油学院学报第20卷,第3期,1998, 8.
    [3]杨勋第译.用硅铁矿渣废料生产新型固井材料[M].国外钻井技术,1995,2:7~8.
    [4]张国华.微硅低密度水泥浆的应用.石油钻采工艺[M],1993,1.
    [5]陈涓,彭朴,汪燮卿.化学交联聚乙烯醇的降滤失机理[M],油田化学,2002.2.
    [6]李美平,严海兵,程严军.高强度低密度水泥浆体系性能研究[M],钻采工艺,2007,5.
    [7]蔡基伟,周明凯.超高强混凝土的配制原理与关键技术,房材与应用[J],2006第2期.
    [8]朱宝林,黄新,郭晔.连续粒径水泥颗粒在浆体中的堆积密度[J],建筑材料学报, 2006年8月第9卷第4期.
    [9]段德松,黄瑞珍,王荷波.漂珠水泥浆体系稳定性研究[J],石油钻探技术,1995年12月,第23卷增刊:13~14.
    [10]彭志刚,陈大钧,冯茜.深井塑性水泥浆体系研究[J],钻井液与完井液,2003年第20卷第4期.
    [11]沙林浩,李立荣,高永会.一种可替代漂珠的低密度材料[J],钻井液与完井液,2006年11月第23卷第6期.
    [12]吴浩,管学茂,姚燕.新型填充材料颗粒级配试验研究[J],新型建筑材料:19~21.
    [13]魏周胜,王文斌,陈小荣.超低密度早强水泥在天然气井固井中的应用[J],石油钻采工艺,2002年第24卷第6期:23.
    [14]许锡宾,赵明阶,王继成.水工混凝土结构损伤识别软件的开发与应用[J].中国港湾建设,2005,(04) :5~6.
    [15]肖建庄,李佳彬,孙振平.回弹法检测再生混凝土抗压强度研究[J].四川建筑科学研究,2004,(04) :5~6.
    [16] Wagh A,Jeong S,Singh D. High strength phosphate cement using industrial byproduct ashes[A] .Azizinamini A,et al.editors. Proceedings of First International Conference[C]. ASCE, 1997:13~15.
    [17] Cowan K M, et al. Conversion of Drilling Fluids to Cements With Blast Furnace Slag: Performance Properties and Applications for Well Cementing[R].SPE :24575:11~16.
    [18] Mueller D T, Dicerson J P. Blast Furnace Slag Technology:Feature, Limitations, and Practical Applications[R] .SPE:28475:5.
    [19]罗昕.损伤演变对混凝土强度的影响[D].华中科技大学,2006:5.
    [20]陈建功.锚杆—围岩结构系统低应变动力响应理论与应用研究[D].重庆大学,2006:13.
    [21]屈建省,宋有胜,贾芝,韩相义.适用于长庆油田固井的超低密度泡沫水泥浆[J].钻井液与完井液,1997,(05) :8~9.
    [22] C L Page,N R Short and W R Hokden.The influence of different cements on chloride induced corrosion of reinforcing steel.Cem.Coner.Res,1986,(16) :8~9.
    [23]张庆军.低密度水泥浆体系设计及应用[D].大庆石油学院,2007:23~24.
    [24]宋周成,秦宏德,乐法国,刘夏荣,李延伟,段永贤.低密度水泥浆在塔里木油田深井超深井中的应用[J].钻井液与完井液,2002,(02) :25.
    [25] Seehra S S,Gupta S,Kumar S. Rapid setting magnesium phosphatecement for quick repair of concrete pavementscharacterization and durability aspects .Cement Concrete Res, 1993, (23) :11~14 .
    [26] Yang Q, Zhu B, Wu X. Characteristics and Durability Test of Magnesium Phosphate Cement-Based Material for Rapid Repair ofConcrete[J] .Materials and Structures/Materiaux et Constructions, 2000,33(228) :13~14.
    [27] Yang Q,Wu X. Factors influencing properties of phosphate cement-based binder for rapid repair of concrete[J] .Cement and Concrete Research. 1999, 29:14~15 .
    [28]屈建省,宋有胜,杜慧春.新型泡沫水泥的研究与应用[J].钻井液与完井液,2000,(04) :25~26.
    [29]宋周成,秦宏德,乐法国,刘夏荣,李延伟,段永贤.低密度水泥浆在塔里木油田深井超深井中的应用[J].钻井液与完井液,2002,(02) :23~24.
    [30] S.S.Stipho. On the engineering properties of saline soil. Q.J.eng.Geol. (UK). 1985:8.
    [31]王平.固井质量评价测井影响因素分析[J].测井技术,2008,(05).
    [32]刘志敏,任洪智.超低密度水泥浆防漏技术提高了水泥返高[J].国外油田工程,2006,(11) :24.
    [33] Byung Hwan Oh Dae Gyun Park, Ji Cheol Kim and Young Cheol Choi. Experimental and theoretical investigation on the postcracking inelastic behavior of synthetic fiber reinforced concrete beams .Cement and Concrete Research, 2005,35 (2).
    [34] YAO Wu, WU Ke-ru. Study of mechanical properties on polypropylene fiber reinforced concrete [A] .Proceedings of the 3rdAsia Symposium on Polymers in Concrete[C]. Shanghai: Tongji University Press, 2000.
    [35]贾维君,徐明.低密度水泥浆机械性能对比研究[J].国外油田工程,2008,(03) :23~26.
    [36]匡红,孙长征.新型泡沫水泥浆的研究与应用[J].今日科苑,2008,(18) :24.
    [37]王君,陈大钧,程严军,刘超.漂珠复合低密度水泥浆的室内研究与应用[J].精细石油化工进展,2007,(02) :13~16.
    [38] CEB-FI P. Model Code for concrete structures 1990(R) .Evaluation of the Time Department Behavior of Con-crete, Bulletin d Information No.199. Lausanne: ComiteEuropeandu Beton Federation Internationale de la Precontrainte, 1991: 201:18~19.
    [39] Liu Q, Shaw M T,Parnas R S. Investigation of basalt fiber composite mechanical properties for applications in transportation[J] .Polymer Composite, 2006, (10) :18~19.
    [40] A. Katz. Effect of fiber modulus of elasticity on the long term properties of micro-fiber reinforced cementitious composites .Cement and Concrete Composites, 1996, 18 (6): 389~399:19.
    [41]王道正,姚晓,华苏东,诸华军,王高明.非金属微粉低密度水泥浆的制备[J].南京工业大学学报(自然科学版),2007,(02) :10.
    [42]王高明,姚晓,华苏东,诸华军.高强增韧低密度水泥浆体系的制备[J].南京工业大学学报(自然科学版),2008,(02) :6.
    [43] Foestner, U. and Calmano, W. Characterisation of Dredged Materials .Water Science and Technology, 1998,38(11) :5.
    [44] Jongsung Sim, Cheolwoo Park,Do Young Moon. Characteristics of basalt fiber as a strengthening material for concrete structures[J] .Compos.Part B. 2005, 36 :6.
    [45] Elbieta Horszczaruk. Abrasion resistance of high-strength concrete in hydraulic structures .Wear, 2005, 259 (1-6): 62~69:7~9.
    [46]张雄,林晓东,阳运霞.漂珠-微泡沫低密度油井水泥的试验研究[J].水泥,2007,(09) :14.