收稿日期: 2005-05-16
修回日期: 2005-08-26
网络出版日期: 2005-10-20
THE CALCULATING RESEARCH OF THE INFLUENCE TO CASING PIPE,CEMENT SHEATH AND FORMATION BY VIBRATED WATER INJECTION
Received date: 2005-05-16
Revised date: 2005-08-26
Online published: 2005-10-20
为了评价振动注水对套管、水泥环及地层的影响,基于所给出的套管及水泥环在地层状态的简化力学模型和弹性力学理论,给出了套管、水泥环、地层的轴对称应力分布公式。根据套管内壁面、套管与水泥环接触壁面、水泥环与地层接触壁面存在的应力关系,推导出弹性体相接触时的应力数学模型,并对该数学模型进行求解。依据材料力学理论和振动注水的注入压力随时间变化的简化曲线进行了工况分析,选取适当参数计算出不同内压作用下套管、水泥环、地层岩石中最大应力,得出了在交变注水压力作用下套管、水泥环、地层岩石中的最大应力随注水压力变化的关系曲线。最后得出结论――振动注水所产生的脉动压力不会对套管、水泥环及地层造成损坏。
尤小健;孙卫;王瑞飞; . 振动注水对套管、水泥环及地层影响的计算研究[J]. 天然气地球科学, 2005 , 16(5) : 666 -669 . DOI: 10.11764/j.issn.1672-1926.2005.05.666
In order to evaluate the influence of vibrated water injection to casing pipe, cement sheath and formation, the research wasconducted. Based on the simplified mechanics model of casing pipe and cement sheath in layer and mechanics of elasticity, this paper provided the axi-symmetrical stress formula of casing pipe, cement sheath and layer. According to the stress relation of casing pipe inner wall, between casing pipe and cement sheath, cement sheath and stratum in flat, the mathematic model on stress and the solution was deduced, when the elastomers are contacted. On the basis of mechanics of materials and the simplified curve of water injection pressure while vibrated injection, selecting the proper parameters, this paper analyzed the working condition and calculated the maximum stresses in casing pipe, cement sheath and formation rock while alternating internal pressure and deduced the related curves between maximum stresses and alternating water injection pressure. Finally, the conclusion is that the pulse pressure caused by vibrated water injection can not damage to casing pipe, cement sheath and formation.
[1]Huang Rongzun, Zhou Zuhaui, Deng Jingen. The creep cha- racteristics of shale formation and the analysis of its loading on the oil well casing[]. 6th International Congress on Rock Methanics, 1:137-142.
[2]Goodwin K J, Crook R J. Cement Sheath Stress Failure[A]. SPE Drilling Engineering[C].SPE20453,1992.291-296.
[3] 邓金根,王康平,黄荣樽,等.油井套管、水泥环组合体抗非均匀外载的强度特性[J].岩石力学与工程学报,1994,13(2):160-171.
[4]房军,赵怀文,岳伯谦等.非均匀地应力下套管与水泥环的受力分析[J].石油大学学报(自然科学版),1999,19(6):52-57.
[5] 程远忠,刘立平,李国江,等.板桥废弃凝析气藏注水提高采收率研究[J].天然气地球科学,2003,14(4):298-301.
[6] 邓金根.水泥环性质对套管外载影响的模拟实验[J].石油大学学报(自然科学版),1997,21(6):24-28.
[7] 李继强,杨承林,许春娥,等.黄河南地区无能量补充井的单井注水吞吐开发[J].石油与天然气地质,2001,22(3):221-224
[8] 谭立英,董秀石.工程力学[M].北京:机械工业出版社,1992.174-181.
[9] 谢志成.材料力学[M].北京:清华大学出版社,1993.111-113.
[10] 董秀石,魏玉霖.材料力学[M].北京:机械工业出版社,1994.302-309.
[11] 陈涛平,胡靖邦.石油工程[M].北京:石油工业出版社,1999.168-172.
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