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基于砂型3D打印的煤岩体物理重构与巷道模型试验研究进展

Research progress on physical reconstruction of coal-rock mass and roadway model test based on sand-powder 3D printing

  • 摘要: 巷道围岩中往往含有复杂的节理裂隙、形态大小不一的孔洞等内部结构特征,这些缺陷严重影响了巷道围岩的稳定性。室内物理模型试验是研究工程岩体稳定性的主要途径之一,然而,传统方法难以制造出的一批具有完全相同结构和性质的物理模型且物理模型的力学特性和内部结构与工程实际岩体的力学特性存在较大差异,这极大限制了物理模型试验在反映实际工程巷道时的科学性。近年来,快速发展的3D打印技术可有效弥补传统方法的不足,在材料研发层面,通过系统调控打印基质、颗粒级配、黏结剂饱和度以及玻璃纤维掺量等方法,成功制备出在力学行为上与天然煤岩高度相似的砂型3D打印类煤岩材料,为实现物理模型的制作奠定了材料基础。在机理研究层面,基于此类煤岩材料开展的锚固体力学试验,系统揭示了锚杆等支护元件的锚固机制,验证了其用于模拟天然岩体锚固试验的可行性,为支护结构的设计提供了理论依据。最终,在模型试验层面,研究进一步利用砂型3D打印技术,通过分层打印工艺,分别构建了完整围岩与含裂隙围岩条件下的锚固巷道物理模型。结合双轴加载系统与数字散斑技术(DIC),定量分析了裂隙对巷道变形破坏规律的影响。试验所揭示的破坏模式与工程现场观测结果高度吻合。系列研究表明,砂型3D打印技术能够实现从材料性能、内部结构到力学特性的高精度重构,有效弥补了传统模型试验方法的不足,在岩体工程物理模拟研究中展现出良好的应用前景与科学性。

     

    Abstract: The surrounding rock of roadway often contains complex joint fissures, holes of different sizes and other internal structural characteristics. These defects seriously affect the stability of surrounding rock of roadway. Indoor physical model test is one of the main ways to study the stability of engineering rock mass. However, a number of physical models with exactly the same structure and properties are difficult to be manufactured by traditional methods, and the mechanical properties and internal structure of the physical model are quite different from the mechanical properties of the actual rock mass, which greatly limits the scientific nature of the physical model test in reflecting the actual engineering roadway. In recent years, the rapid development of 3D printing technology can effectively make up for the shortcomings of traditional methods. At the level of material research and development, sand-powder 3D printing coal-rock-like materials with high similarity to natural coal-rock in mechanical behavior are successfully prepared by systematically regulating printing matrix, particle gradation, binder saturation and glass fiber content, which lays a material foundation for the production of physical models. At the level of mechanism research, based on the mechanical test of anchorage body carried out by this kind of coal rock material, the anchorage mechanism of supporting elements such as bolt is systematically revealed, and the feasibility of using it to simulate the anchorage test of natural rock mass is verified, which provides a theoretical basis for the design of supporting structure. Finally, at the physical model test level, the sand-powder 3D printing technology is further studied. Through the layered printing process, the physical models of the anchored roadway under the conditions of complete surrounding rock and fractured surrounding rock are constructed respectively. Combined with biaxial loading system and digital speckle technique (DIC), the influence of cracks on the deformation and failure law of roadway was quantitatively analyzed. The failure mode revealed by the test is highly consistent with the field observation results. A series of studies have shown that sand-powder 3D printing technology can achieve high-precision reconstruction from material properties, internal structure to mechanical response, effectively make up for the shortcomings of traditional model test methods, and show good application prospects and scientificity in physical simulation research of rock mass engineering.

     

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