海藻酸钠,聚丙烯酰胺,全互穿网络,井壁稳固


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,"/> <p class="MsoNormal"> 海藻酸钠/聚丙烯酰胺多网络复合凝胶胶结破碎岩层性能

吉林大学学报(地球科学版) ›› 2026, Vol. 56 ›› Issue (5): 1669-1680.

• 地质工程与环境工程 • 上一篇    下一篇

海藻酸钠/聚丙烯酰胺多网络复合凝胶胶结破碎岩层性能

赵文辉,闫晓龙,罗文超,张智敏   

  1. 陕西铁道工程勘察有限公司,西安710043
  • 出版日期:2026-09-26 发布日期:2026-10-18
  • 基金资助:

    中铁第一勘察设计院集团有限公司科研项目(23KY-D006);陕西省科技厅科研项目(2023-YBGY-207)


Sodium Alginate/Polyacrylamide Multi-Network Gel Cementation on Fractured Rock Formation

Zhao Wenhui, Yan Xiaolong, Luo Wenchao,Zhang Zhimin   

  1. Shaanxi Railway Engineering Survey Co., Ltd., Xi’an 710043,China

  • Online:2026-09-26 Published:2026-10-18
  • Supported by:
    Supported by the Project of China Railway First Survey and Design Institute Group Co., Ltd. (23KY-D006) and the Project of Science and Technology Department of Shaanxi Province (2023-YBGY-207)

摘要: 为弥补常规物理封堵材料难以胶结破碎地层的不足,解决松散破碎等复杂地层钻进中井壁坍塌、掉块等难题,制备了海藻酸钠(SA)/聚丙烯酰胺(PAM)互穿网络凝胶材料,其中丙烯酰胺(AM)为单体,过硫酸铵(APS)为引发剂,N,N′-亚甲基双丙烯酰胺(MBA)为交联剂,D-葡萄糖酸-δ-内酯(GDL)用作缓释钙源。利用流变仪和扫描电镜表征了凝胶的流变性能和微观结构,考察了SA质量分数、CaCO3与SA质量比及交联剂对凝胶流变行为的影响,优化获得力学性能最佳的凝胶配方,其质量浓度组成为0.01 g/mL  SA、0.15 g/mL AM、0.000 5 g/mL APS、0.000 6 g/mL MBA、0.004 g/mL CaCO3及0.004 g/mL GDL。结果表明:最优复合凝胶的最大断裂伸长率和最大拉伸应力分别可达810%和0.11 MPa,其黏度和切力均随时间延长而增大,表明体系逐渐形成多重网络交联结构;在60 ℃下约1.5 h可完全凝胶。该复合凝胶材料能有效填充并胶结不同孔隙度的破碎岩层,完全凝胶后,在0.69 MPa压力下漏失量为0 mL;胶结后的岩样在压缩形变达到50%时,依然可以保持结构完整。

关键词: 海藻酸钠')">

海藻酸钠, 聚丙烯酰胺, 全互穿网络,
')">井壁稳固


Abstract:

To address the limitation of conventional physical plugging materials for poorly cemented fractured formations and solve borehole wall collapse and rockfall problems encountered in drilling complex loosefractured strata, sodium alginate (SA)/polyacrylamide (PAM) interpenetrating network gel material was prepared,with acrylamide (AM) as monomer, ammonium persulfate (APS) as initiator, N,N′-methylenebisacrylamide (MBA) as crosslinker, and D-glucono-δ-lactone (GDL) as a sustained-release calcium source. The rheological properties and microstructure of the gel were characterized using a rheometer and scanning electron microscope. The effects of SA mass fraction, mass ratio of CaCO3 to SA, and crosslinking agents on the rheological behavior of the gel were investigated. The gel formula with optimal mechanical properties was obtained through optimization, with the component concentrations as follows: 0.01 g/mL SA, 0.15 g/mL AM, 0.000 5 g/mL APS, 0.000 6 g/mL MBA, 0.004 g/mL CaCO3 and 0.004 g/mL GDL. The results show that the optimal composite gel achieves a maximum elongation at break of 810% and a maximum tensile stress of 0.11 MPa. Its viscosity and shear force increase over time, indicating the progressive formation of a multinetwork crosslinked structure within the system. Complete gelation is achieved at 60 ℃ in approximately 1.5 h. The composite gel material can effectively fill and cement fractured rock layers with different porosities, and after complete gelation, zero fluid loss is achieved under 0.69 MPa pressure. Additionally,the cemented rock sample remains structurally intact even at a compressive deformation of 50%.

Key words: sodium alginate, polyacrylamide, full interpenetrating polymer network, wellbore stability

中图分类号: 

  • P59
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