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金属矿山 ›› 2025, Vol. 54 ›› Issue (11): 200-212.

• 安全与环保 • 上一篇    下一篇

隧道与巷道钢支架形式及承载能力研究综述

姚 烨 李 雪 陈 猛 张 通 朱万成   

  1. 东北大学资源与土木工程学院,辽宁 沈阳 110819
  • 出版日期:2025-11-15 发布日期:2025-12-02
  • 通讯作者: 朱万成(1974—),男,教授,博士,博士研究生导师。
  • 作者简介:姚 烨(1988—),女,讲师,博士,硕士研究生导师。
  • 基金资助:
    国家自然科学基金项目(编号:52434003,52178382);辽宁省自然科学基金项目(编号:ZX20240655)。

Review of Researches on the Forms and Bearing Capacities of Steel Supports for Tunnels and Roadways#br#

 YAO Ye LI Xue CHEN Meng ZHANG Tong ZHU Wancheng   

  1. School of Resources and Civil Engineering,Northeastern University,Shenyang 110819,China
  • Online:2025-11-15 Published:2025-12-02
  • Supported by:

摘要: 随着地下工程的迅速发展,我国隧道与巷道的建设规模不断扩大,开挖深度不断增加,导致工程支护面 临着高应力、极软岩、强采动等更复杂的环境。钢支架作为软岩巷道与隧道中常用的加强支护形式,其高强承载能力 将直接有效控制围岩变形。首先针对型钢支架、格栅钢架、钢管混凝土支架这几种常见钢支架的形式及作用机理进 行了阐述,然后分别从理论计算、力学试验和数值模拟3个方面对钢支架承载能力研究现状进行了分析与梳理。研究 表明:① U型钢支架能够有效发挥承载力的关键在于卡缆的连接能力,在卡缆接头平稳有效滑移的前提下,卡缆螺栓 预紧力越高越有利于支架承载力的发挥;② 工字钢支架抗弯扭能力较弱,容易发生失稳破坏,所以支架在设计选择时 既要满足承载力要求,又要保证其稳定性;③ 格栅钢架可以通过减小岩体侧的主筋和腹筋直径等措施对其进行优化, 或者将主筋替换成钢管与高强钢筋提升格栅构件的承载力,此外,实际研究与应用时也应重点关注其节点的设置; ④ 钢管混凝土支架的承载能力是传统型钢支架承载力的2~5倍,构件的承载能力与钢管壁厚、混凝土强度以及抗弯 强化圆钢强度等密切相关。在上述分析的基础上,分别从理论计算、力学试验、现场应用3个方面展望了钢支架未来 研究方向,认为未来研究重点在于进一步细化与完善钢支架承载力试验;建立精确的钢支架承载力计算方法;探索钢 支架—围岩相互作用机制,开发新型支护体系。

关键词:  隧道 巷道 钢支架 承载能力 支护

Abstract: With the rapid development of underground engineering,the construction scale of tunnels and roadways in Chi na is constantly expanding.The excavation depth has been increasing,which leads to the engineering support facing a more complex environment with high stress,extremely soft rock,strong mining,etc.As a commonly used form of reinforcing support in soft rock roadways and tunnels,the high bearing capacity of steel supports will directly and effectively control the deformation of the surrounding rock.Firstly,this paper summarized the form and mechanism of several common steel supports,such as sec tion steel support,grille steel frame and concrete-filled steel tubular support.Then,the current research status of steel support bearing capacity is analyzed and sorted out from theoretical calculations,mechanical tests and numerical simulations,respec tively.The study results show that:① U steel support can effectively play the key to the bearing capacity is the connection abil ity of the clamp.Under the premise of smooth and effective slippage of the clamp joints,the higher the preload on the clamp, the more favorable the bearing capacity of the support.② I-beam support bending and torsion resistance is weak,and prone to destabilization.Therefore,the support should be designed and selected to meet the requirements of bearing capacity as well as to ensure stability.③ Grid steel frame can be optimized by reducing the diameter of the main reinforcement and web reinforce ment on the rock side.Replacing the main reinforcement with steel tubes and high-strength steel bars can increase the bearing capacity of the grille members.In addition,the actual research and application should also focus on the setting of its nodes. ④ The bearing capacity of steel pipe concrete support is 2~5 times higher than that of traditional section steel support.The load carrying capacity of the member is closely related to the wall thickness of the steel pipe,the strength of the concrete and the strength of bending reinforced round steel.On the basis of the above analysis,the future research direction of steel support is prospected from the theoretical calculation,mechanical test and field application. It is believed that the future research should be focused on further refining and perfecting the steel support bearing capacity test,establishing the accurate design method of the steel support bearing capacity,exploring the interaction mechanism between the steel support and the surrounding rock,and developing a new type of support system.

Key words: tunnel,roadway,steel support,bearing capacity,support

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