Method for construction of bias expansion tunnel

By employing anchor cable reinforcement and segmented excavation methods in tunnel construction, the problems of complex construction, low efficiency, and significant traffic disruption in tunnel widening construction were solved. This approach improved the stability and efficiency of the tunnel excavation process, reduced costs, and enhanced project quality.

CN122407211APending Publication Date: 2026-07-17GUIZHOU ROAD & BRIDGE GRP +1

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
GUIZHOU ROAD & BRIDGE GRP
Filing Date
2026-04-24
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Existing tunnel widening construction methods suffer from problems such as complex construction procedures, low efficiency, significant impact on traffic, limited structural improvement, high costs, and difficulty in deformation control.

Method used

The method involves installing anchor cables on the existing tunnel walls for prestressed reinforcement and support, excavating in sections and installing the initial support structure of the tunnel section by section, using the existing tunnel as a construction passage, and removing the prestressed support section by section. Combined with the segmented excavation sequence, this ensures a smooth transition of the stress system and reduces the use of temporary supports.

Benefits of technology

This improved the stability and construction efficiency of the tunnel excavation process, reduced traffic disruption, lowered costs, and enhanced project quality and deformation control precision.

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Abstract

本发明提供了一种偏压扩洞隧道施工方法,包括如下步骤:一、在既有隧道的洞壁上进行锚固钻机钻孔并安装锚索,施工扩洞隧道的明洞及洞门;二、对隧道洞身进行分段开挖,且在同一段内采用台阶法进行分块开挖,每一块开挖区域均在准备开挖时拆除锚索,每开挖一个台阶后先安装隧道初支结构,再进行下一个台阶的开挖,直至扩洞隧道开挖完成。采用本发明,通过安装锚索进行超前预预应力加固支护,从根本上降低了开挖期坍塌、大变形的风险;通过逐段拆除超前预加固支护并开挖,且安装隧道初支结构,确保了受力体系的平稳、可控转换,避免了集中风险;施工效率高,减少了对单幅双向通行的长期交通影响。
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