刘浩亚,赵卫,李燕,豆宁辉,周朝. 负温早强水泥浆体系的室内实验[J]. 石油钻采工艺,2019,41(3):294-300. DOI: 10.13639/j.odpt.2019.03.006
引用本文: 刘浩亚,赵卫,李燕,豆宁辉,周朝. 负温早强水泥浆体系的室内实验[J]. 石油钻采工艺,2019,41(3):294-300. DOI: 10.13639/j.odpt.2019.03.006
LIU Haoya, ZHAO Wei, LI Yan, DOU Ninghui, ZHOU Zhao. Laboratory experiments on the negative-temperature, early-strength slurry system[J]. Oil Drilling & Production Technology, 2019, 41(3): 294-300. DOI: 10.13639/j.odpt.2019.03.006
Citation: LIU Haoya, ZHAO Wei, LI Yan, DOU Ninghui, ZHOU Zhao. Laboratory experiments on the negative-temperature, early-strength slurry system[J]. Oil Drilling & Production Technology, 2019, 41(3): 294-300. DOI: 10.13639/j.odpt.2019.03.006

负温早强水泥浆体系的室内实验

Laboratory experiments on the negative-temperature, early-strength slurry system

  • 摘要: 负温环境下常规固井水泥浆液相水分会分凝结冰,水化反应减缓甚至完全不进行,导致固井工作难以开展。针对该问题,通过对负温下水泥浆水化性能优化、凝结时间调节、流变性能评价、抗压强度测试等实验研究,确定了以质量分数20%的防冻促凝剂SCLC-1溶液为配浆溶液,改性高铝水泥为基础水硬性材料,醇氨类促凝剂TEL加量0.5%,凝结时间调节剂SCEG加量1%~3%的冻土区负温水泥浆体系。实验结果表明:该体系具有优良的负温固化性能,在−18 ℃条件下0.5~3 h内固化,24 h抗压强度达3.5~9 MPa,流变性能良好,可有效解决负温条件下常规水泥浆不固化无强度难题,满足冻土区固井施工要求。

     

    Abstract: In the environment of negative temperature, the liquid water in the conventional cementing slurry suffers segregation and freezing, hydration reaction slows down and even stops completely, and consequently the cementing can be hardly carried out. To solve this problem, a series of experimental studies were conducted, including the optimization of hydration performance, the regulation of setting time, the evaluation of rheological property and the test of compression strength under negative temperature. And accordingly the negative-temperature slurry system suitable for permafrost regions were determined with the antifreezing accelerating agent SCLC-1 (mass fraction 20%) as the slurry preparation solution and the modified high alumina cement as the basic-water hardening material, together with 0.5% hydramine accelerating agent TEL and 1%-3% setting time regulating agent. The experimental results show that this system has excellent negative-temperature curing performance and rheological property. Under −18 ℃, it gets cured within 0.5−3 h and its compression strength is up to 3.5−9 MPa after 24 h. It can realize curing and strength under negative temperature, so as to satisfy the construction requirements of cementing in permafrost regions.

     

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