A deformation control support system for hard surrounding rock tunnel and a construction method thereof

By using mechanical devices and hydraulic systems carried by tracked vehicles, the problem of installing steel arch frames in tunnels with hard surrounding rock was solved, achieving rapid and stable support connections, improving construction efficiency and structural stability, and reducing the risk of collapse.

CN122407239APending Publication Date: 2026-07-17RAILWAY NO 5 BUREAU GRP FIRST ENG CO LTD +1
View PDF 0 Cites 0 Cited by

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
RAILWAY NO 5 BUREAU GRP FIRST ENG CO LTD
Filing Date
2026-06-15
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

In the construction of tunnels in hard surrounding rock, the installation of steel arch frame segments is complicated by elastic rebound errors and insufficient manpower, which makes it difficult to align the bolt holes of the connecting ear plates, resulting in residual gaps and separation problems caused by subsequent concrete shrinkage.

Method used

Using mechanical devices carried by tracked vehicles, the steel arch frame is precisely positioned and quickly connected through components such as hydraulic rods, disc springs, and insert rods. Combined with fine-tuning and clamping components, the steel arch frame is ensured to fit tightly against the tunnel roof, and the angle is quickly calibrated through a combination of automatic mechanical positioning and manual intervention.

Benefits of technology

It improved the installation efficiency of steel arch frames, reduced manual assembly time, lowered the risk of surrounding rock disturbance and collapse, ensured the stability and continuity of the support structure, and shortened the assembly cycle.

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN122407239A_ABST
    Figure CN122407239A_ABST
Patent Text Reader

Abstract

本发明涉及隧道技术领域,公开了一种用于硬质围岩隧道的变形控制支护系统及其施工方法,该支护系统包括:履带车,履带车顶部固定连接有控制接收器与横移单元,横移单元位于控制接收器左侧,横移单元内部开设有腔体,横移单元内底面固定连接有第二液压杆,第二液压杆远离横移单元一端固定连接有组装单元,组装单元远离横移单元一侧滑动连接有变形单元,变形单元包括连接于组装单元远离横移单元一侧的钢拱架。本发明的支护系统通过结构之间的相互配合展现了机械结构配合的快速性,弥补人工组装费时费力的缺陷,从而提高组装变形单元结构的效率,机械化快速安装减少了对围岩的扰动时间,降低了因支护不及时引发的塌方处理成本。
Need to check novelty before this filing date? Find Prior Art