• 全国中文核心期刊
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杨磊, 宓祥云, 李召峰, 屠文锋, 谢云鹏, 胡浩, 王康. 适用于致密碎粉岩富水地层的高强丙烯酸盐注浆材料研发及渗透加固特性研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20231290
引用本文: 杨磊, 宓祥云, 李召峰, 屠文锋, 谢云鹏, 胡浩, 王康. 适用于致密碎粉岩富水地层的高强丙烯酸盐注浆材料研发及渗透加固特性研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20231290
Research and development of high strength acrylic salt grouting material suitable for water-rich strata of ultracataclasite and study on permeability reinforcement characteristics[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20231290
Citation: Research and development of high strength acrylic salt grouting material suitable for water-rich strata of ultracataclasite and study on permeability reinforcement characteristics[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20231290

适用于致密碎粉岩富水地层的高强丙烯酸盐注浆材料研发及渗透加固特性研究

Research and development of high strength acrylic salt grouting material suitable for water-rich strata of ultracataclasite and study on permeability reinforcement characteristics

  • 摘要: 针对富水致密软弱围岩致灾性强、常规注浆材料适用性弱的问题,开展了新型高强丙烯酸盐注浆材料研发,分析了其聚合反应机理及工作性能影响规律,研究了该新型材料对致密碎粉岩的渗透加固特性。基于有机-无机互穿网络方法,研发了高强丙烯酸盐注浆材料,由主剂、无机改性剂、引发剂、促进剂、交联剂等原料组成,具有高强、高渗的显著特点;高强丙烯酸盐材料两组分混合后聚合反应充分,无机网络结构均匀穿插于丙烯酸盐有机凝胶网络中;基于正交试验获得了不同组成的新型材料胶凝时间、凝胶体抗压强度及吸水膨胀率特征指标及组分影响规律,浆液胶凝时间范围为45~201 s,凝胶体单轴抗压强度范围为1.2~2.1 MPa、吸水膨胀率范围为16~51%,并进一步阐明了新型材料主要工作性能的影响因素敏感性排序;基于室内试验和EDX能谱分析技术,研究了浆液在致密碎粉岩中的渗透加固特性,结果表明高强丙烯酸盐浆液与纯丙烯酸盐浆液的渗透扩散能力接近,远大于水泥浆液,且高强丙烯酸盐材料对碎粉岩颗粒起到明显的包裹强化作用,加固体强度达2.31 MPa,是纯丙烯酸盐材料加固强度的5.4~11.0倍,可为隧洞灾害注浆治理与安全掘进提供有力的安全保障

     

    Abstract: Aiming at the problems of strong disaster caused by water-rich dense weak surrounding rock and weak applicability of conventional grouting materials, a new type of high-strength acrylic acid grouting material was developed, its polymerization reaction mechanism and working performance were analyzed, and the permeability and reinforcement characteristics of the new material on dense pulverized silty rock were studied. Based on the organic-inorganic interpenetrating network method, the high strength acrylic acid grouting material was developed, which was composed of main agent, inorganic modifier, initiator, accelerator, crosslinking agent and other raw materials, and had the remarkable characteristics of high strength and high permeability and the polymerization reaction of the two components of the high strength acrylate material was sufficient after mixing, and the inorganic network structure was evenly interspersed in the acrylate organogels network; According to the orthogonal test, the characteristics of the new materials with different compositions, such as the gelling time, compressive strength and water absorption expansion rate, as well as the influence rules of the components, were obtained. The gelling time range of the slurry was 45 ~ 201 s, the uniaxial compressive strength of the gel was 1.2 ~ 2.1 MPa, and the water absorption expansion rate was 16 ~ 51%. The sensitivity ranking of factors affecting the main working properties of the new materials is further clarified; In accordance with laboratory tests and EDX energy spectrum analysis technology, the permeation and reinforcement characteristics of grout in dense crushed rock were studied. The results showed that the permeation and diffusion capacity of high-strength acrylate grout was close to that of pure acrylate grout, which was much higher than that of cement grout. Moreover, high-strength acrylate material had an obvious coating and strengthening effect on crushed rock particles, and the solid strength reached 2.31 MPa. It is 5.4 ~ 11.0 times the reinforcement strength of pure acrylic salt material, which can provide a strong safety guarantee for tunnel disaster grouting control and safe excavation.

     

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