煤炭工程 ›› 2025, Vol. 57 ›› Issue (12): 32-38.doi: 10. 11799/ ce202512005

• 设计技术 • 上一篇    下一篇

模块化工字钢框架在波纹钢管地道修复中的应用

金 松,王 玮,吴明明,周 安   

  1. 中煤科工集团沈阳设计研究院有限公司,辽宁 沈阳 110015
  • 收稿日期:2025-07-08 修回日期:2025-10-29 出版日期:2025-12-11 发布日期:2026-01-26
  • 通讯作者: 金松 E-mail:261150062@qq.com

Application of Modular I-Beam Framework in Rehabilitation of Corrugated Steel Pipe Culverts

  • Received:2025-07-08 Revised:2025-10-29 Online:2025-12-11 Published:2026-01-26

摘要:

针对露天矿重载运输环境下波纹钢管地道因非对称回填引发的结构失稳问题,结合传统加固技术周期长、适应性不足的工程局限,提出基于工字钢框架的模块化快速修复技术。采用数值模拟和现场实测相结合的方法,建立了Midas GTS NX三维有限元模型,探究非对称回填工况下波纹钢管地道的渐进性变形规律,并根据损伤特点进行模块化工字钢加固设计。通过标准化构件预制、渐进式安装工艺以及新旧结构协同传力机制实现受损区域快速修复,采用静载试验与模型校核的方式验证加固效果。研究表明:非对称回填造成的结构侧向位移达321.6mm,拱脚处出现应力峰值359MPa,引发局部屈曲失稳;使用工字钢框架加固后,拱顶竖向位移(23.8mm)与拱脚环向应力(247MPa)均可恢复到原设计水平,且在动态荷载作用下最大位移满足L/300的限值要求;数值模拟与静载试验的位移相对误差为3.5%,验证了模型的可靠性。因此,工字钢框架加固技术可快速、有效恢复已受损地道结构的承载能力。

关键词: 露天矿运输, 波纹钢管地道, 非对称回填, 工字钢加固, 模块化修复, 有限元分析

Abstract:

Abstract:To address the structural instability issue of corrugated steel pipe culverts in open-pit mines caused by asymmetric backfilling under heavy-duty transportation environments, a modular rehabilitation technology utilizing an I-Beam framework is proposed, Adopting a hybrid methodology integrating numerical simulation and field measurements and developing a three-dimensional finite element mode by Midas GTS NX to investigate of progressive deformation behavior in corrugated steel pipe culverts under asymmetric backfill conditions. A modular I-Beam reinforcement design was developed based on structural damage characteristics. Rapid rehabilitation of damaged zones was achieved by integrating standardized component prefabrication, progressive installation techniques, and a mechanism of load transfer synergy between new and existing structures, which was validated through static load testing and finite element model calibration. The results indicate: 1) Asymmetric backfilling caused lateral displacement of 321.6 mm and a peak arch-foot stress of 359 MPa, leading to local buckling instability; 2) After reinforcement with the I-steel frame, the vertical displacement of the arch crown (23.8 mm) and circumferential stress at the arch foot (247 MPa) were restored to the original design levels (24.5 mm, 255 MPa), and the maximum displacement under dynamic loads met the L/300 limit requirement; 3) The relative displacement error between numerical simulation and static load tests was 3.5%, verifying the reliability of the model. As a result, I-Beam framework reinforcement technology enables effective restoration of the load-bearing capacity in damaged culvert structures. The I-steel frame reinforcement technology effectively restores the bearing capacity of damaged structures through rigid support network reconstruction and optimized stress redistribution, providing an efficient solution for repairing corrugated steel pipe culverts in dynamic heavy-duty environments of open-pit mines, with significant engineering promotional value. This technology offers a viable solution for rehabilitating corrugated steel pipe culverts in open-pit mines under heavy-haul transportation conditions, demonstrating significant practical engineering value.

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