Model test system for soft and broken surrounding rock tunnel based on excavation compensation method

CN224695647UActive Publication Date: 2026-08-28CHINA UNIV OF MINING & TECH (BEIJING) +1
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Patent Information

Application Number
CN202522046933.0
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-09-23
Publication Date
2026-08-28
Estimated Expiration
2035-09-23

AI Technical Summary

Technical Problem

围岩模拟结构单一:多采用均质砂土或砂浆材料,难以反映软弱夹层、节理结构及含水性等真实地质特征;

Benefits of technology

[0017]有益效果:本实用新型能够真实模拟隧道施工扰动、注浆加固与支护协同效应的高仿真室内试验平台,解决传统模型试验中注浆路径控制不精确、支护响应过程缺失以及多物理场监测不完整等技术难题,能够在室内环境下真实模拟复杂破碎地层中隧道围岩与支护结构的耦合演化过程,具有结构合理、功能完善、试验可重复性强等优点。

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Abstract

The utility model provides a kind of weak broken surrounding rock tunnel model test system based on excavation compensation method, base inside is supported with the transparent simulation box by hole bottom plate, multiple broken surrounding rock simulation bodies are filled in simulation box, anchor rod and / or anchor cable are equipped on multiple broken surrounding rock simulation bodies;Triaxial dynamic loading system applies dynamic pressure to multiple broken surrounding rock simulation bodies;Double gradient grouting system is assembled in base bottom, real simulation tunnel construction disturbance, grouting reinforcement and support synergistic effect high simulation indoor test platform, solve traditional model test in grouting path control inaccuracy, support response process loss and multiple physical field monitoring incomplete and other technical problems, can be in indoor environment Real simulation coupling evolution process of tunnel surrounding rock and support structure in complex broken stratum, with Structure is reasonable, function is perfect, test repeatability is strong and other advantages.
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