刘 涛1 ,张宏波2 ,白云飞3 ,梅开元1 ,张春梅1 ,程小伟1
1. 西南石油大学 a. 新能源与材料学院, b. 油气藏地质及开发工程全国重点实验室,四川 成都 610500;2. 中国石油集团渤海钻探工程有限公司第一固井分公司,天津 062552;3. 中国石油天然气股份有限公司华北油田分公司第四采油厂,河北 廊坊 065000
引用格式:
刘涛,张宏波,白云飞,等. 煅烧菱镁矿对油井水泥石综合性能的影响[J]. 中国粉体技术,2024,30(6):1-11.
LIU Tao , ZHANG Hongbo, BAI Yunfei, et al. Effect ofmagnesite calcination methods on comphresiveperformance of oilwell cement stone[J]. China Powder Science and Technology,2024,30(6):1−11.
DOI:10.13732/j.issn.1008-5548.2024.06.014
收稿日期:2023-12-29,修回日期:2024-09-18,上线日期:2024-10-30。
基金项目:国家自然科学基金项目,编号:42207206。
第一作者简介:刘涛(2000—),男,硕士研究生,研究方向为固井水泥石的膨胀性能。E-mail:571355219@qq. com。
通信作者简介:程小伟(1977—),男,教授,博士,博士生导师,四川省学术和技术带头人后备人选,研究方向为先进胶凝材料与其在固井材料中的应用。E-mail:chengxw@swpu. edu. cn。
摘要:【目的】 解决油井水泥在水化过程中因体积收缩而导致水泥环出现微裂缝、进而出现一系列固井作业安全问题。【方法】 以菱镁矿为原料,采取不同的煅烧工艺制备具有不同活性的氧化镁膨胀剂(magnesia expansive agent, MEA),探讨煅烧工艺对MEA的微观结构和活性的影响,研究掺加不同活性MEA的油井水泥石的膨胀性能、抗压强度和渗透率性能。【结果】 菱镁矿煅烧温度为 900 ℃、煅烧时间为 30 min时,菱镁矿出现欠烧现象,制得的 MEA虽然活性较高,但膨胀性能较弱,水泥石的14 d线性体积膨胀率仅为5. 37‱;菱镁矿煅烧温度为1 200 ℃、煅烧时间为90 min时生成的MEA活性较低,MEA水化所需诱导时间较长,水泥石体膨胀量较小,水泥石的14 d线性体积膨胀率仅3. 26‱。【结论】 活性较高且有效成分多的MEA水化产生较大的膨胀力会破环水泥石的内部结构,综合考虑掺MEA水泥石的膨胀性能、力学性能、渗透率性能,菱镁矿最优煅烧方法为煅烧温度1 100 ℃、煅烧时间90 min。
关键词:油井水泥;氧化镁;煅烧菱镁矿;微观结构;综合性能
Objective In oil drilling, shrinkage and fracture issues in cement slurry are particularly prominent. Due to the high temperature and pressure during the cementing process, significant shrinkage occurs. The volume shrinkage can create micro-cracks in cement sheath, compromising its bonding strength with the borehole wall and casing, and as well as the integrity of the cement sheath. These issues can cause annular channeling,resulting in pollution and loss of oil and gas resources. The use of expansion agents is an important means to avoid cracksin cement sheath.
Methods The studyused magnesite from Hebei Province as raw material. Magnesite powder was calcined in an electric furnace to obtain different active magnesia expansive agent (MEA). MEA activity and microstructure were tested to establisha relationship between them. A comprehensive performance evaluation of cement slurry methods with different MEA activitieswas carried out,measuring linear volume expansion rate, compressive strength, and permeability of the cement stone.
Results and Discussion During calcination, magnesite initially decomposed into MEA grains. With the growth of MEA grains,their arrangement became more regular, reducing the crystal defects and limiting their deformation,thereby decreasing activity. With increasing calcination temperatures and extended holding times, the diffraction peaks of MEA graduallysharpened and the diffraction intensity increased, indicating a more complete structure. At the same calcination temperature, the longer the holding time, the more sufficient the decomposition of magnesite. As the temperature reached above 1 000 ℃, grain size increased,resulting in a denser MEA structure with lower lattice distortion. Increasing the temperature from 900 ℃ to 1 200 ℃, the grain size increased from 43. 92 nm to 126. 32 nm. At 1 000 ℃,extending the holding time from 30 min to 90 minincreased the grain size from 54. 11 nm to 115. 57 nm. When magnesite was calcined at 900 ℃ for 30 min, the resulting magnesite exhibitedsigns of insufficient calcination. Although the obtained MEA had high activity, its expansion performance was weak, with a linear volume expansion rate of only 5. 37 ‱ after 14 days. When calcined at 1 200 ℃ for 90 min, the activity of MEA was low, with a longer hydration induction time and minimal expansion, and its linear volume expansion rate was only 3. 26 ‱ after 14 days. In the 14-day cement stone, two strength development trends were observed:(Ⅰ) continually increasing;(Ⅱ) increasing first and then decreasing. The 14-day cement stone calcined at 1 100 ℃ for 90 minachieved a compressive strength of 43. 20 MPa.
Conclusion The paper shows thata single MEA particle is composed of many aggregated MEA grains, sintered at high temperatures. Calcination temperature and time influence the microstructure of MEA, affecting grain size, lattice distortion, and specific surface area. Higher calcination temperatures and longer calcination timespromote the growth of MEA grains,leading to a more regular grain arrangement, reduced lattice defects, increased grain sizes, decreased lattice distortion, and ultimately reduced hydration activity. Although the MEA activity is the highest when calcinedat 900 ℃ for 30 min, the expansion rate of MEA cement paste is the lowest,due to the insufficient decomposition of magnesite and weak expansion performance. In contrast, at 1 200 ℃, magnesite decomposition is complete, with larger grain sizes, smaller lattice distortion, and greatly reduced activity. Although higher activity MEA can compensate for the larger cement shrinkage by providing greater expansion in a short time, the excessive expansion force can break the internal structure of the cement stone, thus affecting its mechanical properties.
Keywords:oil well cement; magnesium oxide; calcination method, microstructure, comprehensive property
[1]丁士东,陆沛青,郭印同,等. 复杂环境下水泥环全生命周期密封完整性研究进展与展望[J]. 石油钻探技术,2023,51(4):104-113.
DING S D, LU P Q, GUO Y T, et al. Progress and prospect on the study of full life cycle sealing integrity of cement sheath in complex environments [J]. Petroleum Drilling Techniques,2023,51(4):104-113.
[2]MO L W, FANG J W, HOU W H, et al. Synergetic effects of curing temperature and hydration reactivity of MgO expansive agents on their hydration and expansion behaviors in cement pastes [J]. Construction and Building Materials,2019,207:206-217.
[3]JIA Z J, ZHANG Z D, JIA L T, et al. Effect of different expansive agents on the early age structural build-up process of cement paste[J]. Cement and Concrete Composites,2023,144:105282.
[4]HAY R, CELIK K. Hydration, carbonation, strength development and corrosion resistance of reactive MgO cement-based composites[J]. Cement and Concrete Research,2020,128:105941.
[5]匡立新,陶谦. 渝东地区常压页岩气水平井充氮泡沫水泥浆固井技术[J]. 石油钻探技术,2022,50(3):39-45.
KUANG L X, TAO Q. Cementing technology using a nitrogen-filled foamed cement slurry for horizontal shale gas wells in the eastern Chongqing area [J]. Petroleum Drilling Techniques,2022,50(4):39-45.
[6]XUE C H, LI W G, LUO Z Y, et al. Effect of chloride ingress on self-healing recovery of smart cementitious composite incorporating crystalline admixture and MgO expansive agent[J]. Cement and Concrete Research,2021,139:106252.
[7]DUNG N T, LESIMPLE A, HAY R, et al. Formation of carbonate phases and their effect on the performance of reactive MgO cement formulations[J]. Cement and Concrete Research,2019,125:105894.
[8]AGHAEE K, HAN T H, KUMAR A, et al. Mechanism underlying effect of expansive agent and shrinkage reducing admix ture on mechanical properties and fiber-matrix bonding of fiber-reinforced mortar[J]. Cement and Concrete Research,2023,172:107247.
[9]YU Z Y, ZHAO Y D, BA H J, et al. Synergistic effects of ettringite-based expansive agent and polypropylene fiber on early-age anti-shrinkage and anti-cracking properties of mortars[J]. Journal of Building Engineering,2021,39.
[10]顾光伟, 冯竟竟, 刘仍光, 等. MgO作为油井水泥膨胀剂的研究现状与展望[J]. 钻井液与完井液, 2017, 34(6):67-72.
GU G W, FENG J J, LIU R G, et al. Status quo of research on and prospect of MgO as oil well cement expansion agent[J]. Drilling Fluid & Completion Fluid,2017,34(6):67-72
[11]DUNG N T, UNLUER C. Advances in the hydration of reactive MgO cement blends incorporating different magnesium carbonates[J]. Construction and Building Materials,2021,294:123573.
[12]LI J L, GUAN X C, ZHANG C C. Inorganic capsule based on expansive mineral for self-healing concrete[J]. Cement and Concrete Composites,2023,144:105305.
[13]王倩,武志红,张国丽,等. MgO活性对MgO-SiO2-H2O胶凝体系的影响[J]. 建筑材料学报,2020,23(4):771-777.
WANG Q, WU Z H, ZHANG G L, et al. Effect of MgO reactivity on MgO-SiO2-H2O cementitious system[J]. Journal of Building Materials,2020,23(4):771-777.
[14]电力行业水电施工标准化技术委员会. 水工混凝土掺用氧化镁技术规范: DL/T 5296—2013[S]. 北京:中国电力出版社,2013.
Technical Committee for Hydropower Construction Standardization of Electric Power Industry. Technical specification for mixing magnesium oxide into hydraulic concrete: DL/T 5296—2013[S]. Beijing: China Electric Power Press,2013.
[15]刘路明,方志,黄政宇,等. 膨胀剂与内养剂对超高性能混凝土性能的影响[J]. 硅酸盐学报,2020,48(11):1706-1715.
LIU L M, FANG Z, HUANG Z Y, et al. Effects of expansive agent and super-absorbent polymer on performance of ultrahigh performance concrete[J]. Journal of the Chinese Ceramic Society,2020,48(11):1706-1715.
[16]ZHANG X F, PENG Z G, FENG Q, et al. Effect of SRA and active MgO expansive agent on volume deformation and mechanical properties of Portland cement composites[J]. Journal of Sol-Gel Science and Technology,2023,108(3):850-861.
[17]LIU K Z, YU R, SHUI Z H, et al. Influence of external water introduced by coral sand on autogenous shrinkage and microstructure development of ultra-high strength concrete[J]. Construction and Building Materials,2020,252:119111.
[18]GU L N, QIN X M, FENG J J. Experimental studies on the volume stability of MgO expansion agent in concrete[J]. Journal of Building Engineering,2023,79:107866.
[19]杨永民,曹宇虹,纪宪坤,等. 制备工艺对镁质膨胀剂水化活性和微观特性影响研究[J]. 材料研究与应用,2022,16(3):442-448.
YANG Y M, CAO Y H, JI X K, et al. Influence of preparation process on hydration activity and microscopic properties of magnesia expansion agent[J]. Materials Research and Application,2022,16(3):442-448.
[20]SHEN Y Y, YANG Y H, GONG Y B, et al. Fabrication of rutile TiO2 nanoarrays/free-standing diamond composite film and its field emission properties[J]. Journal of Materials Research and Technology,2022,18:4314-4328.
[21]全国石油天然气标准化技术委员会. 常压下油井水泥收缩与膨胀的测定: GB/T 33293—2016[S]. 北京: 中国标准出版社,2016.
National Oil and Gas Standardization Technical Committee. Determination of shrinkage and expansion of oil well cement under normal pressure: GB/T 33293—2016[S]. Beijing: Standards Press of China,2016.
[22]朱智伟,邵新正,于军. 球墨铸铁管摩阻系数取值敏感性研究[J]. 中国给水排水,2021,37(10):147-153.
ZHU Z W, SHAO X Z, YU J. Study on the sensitivity of friction coefficient of ductile iron pipe[J]. China Water & Wastewater,2021,37(10):147-153.
[23]ZHAO Z G, QU X L, LI J H. Microstructure and properties of fly ash/cement-based pastes activated with MgO and CaO under hydrothermal conditions[J]. Cement and Concrete Composites,2020,114:103739.
[24]全国石油天然气标准化技术委员会. 油井水泥实验方法: GB/T 19139—2012[S]. 北京:中国标准出版社,2012.
National Oil and Gas Standardization Technical Committee. Experimental method of oil well cement: GB/T 19139—2012[S]. Beijing: Standards Press of China,2012.
[25]SONG Q, SU J H, NIE J, et al. The occurrence of MgO and its influence on properties of clinker and cement: a review[J]. Construction and Building Materials,2021,293:123494.
[26]LI Z,LIN L D,YU J C, et al. Performance of magnesium silicate hydrate cement modified with dipotassium hydrogen phosphate[J]. Construction and Building Materials,2022,323:126389.