树脂-水泥混合物增强井筒完整性

C. Carpenter
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引用次数: 0

摘要

本文由JPT技术编辑克里斯-卡彭特(Chris Carpenter)撰写,收录了SPE 213763号论文 "使用创新树脂水泥混合物增强井筒完整性"(Use of Innovative Resin-Cement Blend To Enhance Wellbore Integrity)的主要内容,作者是TAQA油井服务公司的Wajid Ali、Faisal A. Al-Turki和Athman Abbas,SPE,该论文未经同行评审。 油井生命周期中偶尔会遇到的一个重大挑战是持续套管压力(SCP)的积累。水泥护套完整性受到破坏是造成这种压力积聚的主要原因之一。要应对这一挑战,就需要开发一种能够增强水泥机械性能的隔离材料。本文介绍了树脂-水泥系统在含水地层潜在高压涌入情况下的实验室测试和应用。与传统泥浆相比,树脂-水泥系统被设计为尾部泥浆,以增强其机械性能。 这项研究的目的是调查以环氧树脂为添加剂的不同密度新体系的使用情况,并证明其在改善机械性能和粘结性方面的附加值。本研究中使用的树脂是双酚-F 的二缩水甘油醚,这是一种线性环氧树脂,由双酚-F 与适量的环氧氯丙烷和氢氧化物反应而成。胺类可用作环氧树脂的固化剂。固化机理是阶跃生长聚合。固化最初表现为粘度增加,然后硬化。最终产品在抗压强度和粘度方面的特性也受到胺的类型和浓度的影响。与芳香族胺固化剂相比,脂肪族胺可生产柔韧性更强的环氧树脂。芳香族胺类可生产出强度更高、更坚硬的环氧树脂。 水泥浆的制备和测试。配制水泥浆并以最高转速 12000 转/分钟搅拌 15 秒,然后以 4000 转/分钟搅拌 35 秒。为了调节水泥浆,使用了大气稠度仪。粘度计用于测量流变特性。还进行了增稠时间测试。对制备好的水泥浆进行了流体损失测量(动态和静态)。动态流体损失会影响水泥浆的流变性和稠化时间。静态流体损失会导致水泥浆减少,使地层流体进入水泥浆。当水泥浆凝固前静置一段时间后,可观察到水的分离。为确定水分离的程度,进行了自由水测试以确定水分离的程度。测试方法是让水泥浆在 250 毫升量筒中静置 2 小时。将水泥浆倒入一个圆柱形容器中,然后将其放入一个固化室中。在保持压力和温度的情况下,水泥浆的固化时间长达 30 天。固化期结束后,压力和温度降至环境条件下,然后将试样从固化室中取出,进行机械性能测试。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Resin-Cement Blend Enhances Wellbore Integrity
This article, written by JPT Technology Editor Chris Carpenter, contains highlights of paper SPE 213763, “Use of Innovative Resin-Cement Blend To Enhance Wellbore Integrity,” by Wajid Ali, Faisal A. Al-Turki, and Athman Abbas, SPE, TAQA Well Services, et al. The paper has not been peer reviewed. A major challenge occasionally faced during a well’s life cycle is the buildup of sustained casing pressure (SCP). Compromised cement-sheath integrity is one of the primary reasons for such a pressure buildup. Meeting this challenge requires development of an isolation material that can enhance the mechanical properties of cement. This paper presents the laboratory testing and application of a resin-cement system in a scenario where potential high-pressure influx was expected across a water-bearing formation. The resin-cement system was designed to be placed as a tail slurry to provide enhanced mechanical properties compared with a conventional slurry. The objectives of this study were to investigate the use of new systems at different densities with epoxy resin as an additive and to demonstrate value added in terms of improved mechanical properties and bonding. The resin used in this study is diglycidylether of bisphenol-F, a linear epoxy resin formed by reacting bisphenol-F with a suitable amount of epichlorohydrin and hydroxide. Amines are used as curing agents for epoxy resins. The curing mechanism is a step-growth polymerization. The curing is observed initially by an increase in viscosity and then by hardening. The final product’sproperties, in terms of compressive strength and viscosity, also are affected by the type and concentration of the amine. Aliphatic amines produce more-flexible types of epoxy resins compared with aromatic amine curing agents. Aromatic amines will produce a stronger, harder epoxy resin. Cement Slurry Preparation and Testing. The cement slurry was formulated and mixed with a maximum speed of 12,000 rev/min for 15 seconds and then at 4,000 rev/min for 35 seconds. To condition the cement slurry, an atmospheric consistometer was used. A viscometer was used to measure rheological properties. Thickening time tests also were conducted. Fluid-loss measurements (dynamic and static) were performed on the prepared cement slurry. Dynamic fluid loss can affect rheology and thickening time of cement slurries. Static fluid loss can result in reduction in cement slurry and allow formation fluids to enter the cement slurry. Separation of water is observed when a cement slurry is allowed to stand for a period before it sets. To determine the extent of water separation, a free water test was performed to determine the extent of water separation. The test was conducted by allowing cement slurry to stand in a 250-mL graduated cylinder for 2 hours. The cement slurry was poured into a cylindrical cell and lowered into a curing chamber. While maintaining pressures and temperatures, the cement slurry was cured up to 30 days. At the end of the curing period, the pressure and temperature were reduced to ambient conditions and the test specimens were removed from the curing chamber to be tested for mechanical properties.
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