Triazine Polymers for Improving Elastic Properties in Oil Well Cements

Hasmukh R. Patel, Kenneth W. Johnson, R. Martinez
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引用次数: 1

Abstract

The oil well cement placed in the annulus between casings and the formations experience high stresses under downhole conditions. These frequent stresses deteriorate the mechanical properties of cement and lead to the formation of micro-cracks and fractures, which affect production and increases the cost of operation. Although several polymeric materials have been employed to improve tensile properties of the cement, these additives have also adversely affected the compressive strength of the cement. A highly stable polymeric additive, triazine-based polymers, is designed, synthesized, and compounded with the cement to improve the tensile properties of the well-cement. Triazine polymer was characterized by fourier transform infrared spectroscopy and thermogravimetric analysis. The triazine polymer was mixed with cement and the cement slurries were cured at 180 °F under 3000 psi for 3 days. The set-cement samples were subjected to mechanical testing under high temperature and high pressure to study the elastic properties of the cement. The introduction of this polymer into the cement has improved the elastic properties of the cement with minimum reduction in compressive strength. The thickening time, dynamic compressive strength development, rheology, fluid loss properties, and brazilian tensile strength of the control and cement with triazine polymers were studied to understand the effect of this newly developed polymeric additive. The molecular interaction of the triazine polymer with cement particles has shown formation of covalent linkage between the polymer and cement particle. We have observed a 15 % decrease in Young's modulus for cement compounded with 2%wt. of triazine polymer, indicating the introduction of elastic properties in wellbore cement.
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改善油井水泥弹性性能的三嗪类聚合物
位于套管和地层之间环空的油井水泥在井下条件下承受高应力。这些频繁的应力会恶化水泥的力学性能,导致微裂缝和裂缝的形成,从而影响生产并增加作业成本。虽然已经使用了几种聚合物材料来改善水泥的拉伸性能,但这些添加剂也会对水泥的抗压强度产生不利影响。设计、合成了一种高度稳定的聚合物添加剂——三嗪基聚合物,并将其与水泥混合,以改善井水泥的拉伸性能。采用傅里叶变换红外光谱和热重分析对三嗪类聚合物进行了表征。将三嗪聚合物与水泥混合,将水泥浆在180°F、3000psi下固化3天。在高温高压条件下对水泥凝块进行力学试验,研究水泥的弹性性能。将这种聚合物引入水泥后,水泥的弹性性能得到了改善,而抗压强度的降低幅度最小。研究了三嗪类聚合物对对照水泥和水泥的增稠时间、动态抗压强度发展、流变性、失滤性能和巴西抗拉强度的影响。三嗪类聚合物与水泥颗粒的分子相互作用表明,聚合物与水泥颗粒之间形成共价键。我们观察到,在掺2%wt的水泥中,杨氏模量降低了15%。三嗪聚合物,表明在井筒水泥中引入了弹性特性。
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